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WS-16-2277Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address IPenni't-rk Parcel Number Permit No. WSi-8-1 6-27'7 Permit Type: Windows/Shutters Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 9/15/2016 1 Expiration: 07J11/2017 Applicant 10555 NE 2 Court 1122310130600 JORGE LUIS RIOS Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JORGE LUIS RIOS 10555 NE 2 Court (786)202-6660 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone SUPERIOR STORM SOLUTIONS, INC (305)638-8420 e of Work: REPLACE WINDOWS & DOORS TO IMPACT of Openings: 17 iitional Info: ssification: Residential inning: 4 Fees Due Amount CCF $3.60 DBPR Fee $4.05 DCA Fee $4.05 Education Surcharge $1.20 Notary Fee $5.00 Permit Fee $270.00 Scanning Fee $12.00 Technology Fee $4.80 Total: $304.70 In consideration f the issuance to pertaining the and in strict confo accepting t s p it I as me res required ////f r ELE ICAL, UM OWNExRS AFFIDAVI I certi tha const/uction and zonin . ut r t Valuation: $ 6,000.00 Total Sci Feet: p Pay Date Pay Type Amt Paid Amt Due Invoice # WS-8-16-60969 08/15/2016 Credit Card $ 254.70 $ 50.00 08/12/2016 Credit Card $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building e of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations ity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In msibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are CH MEANICAL, WINDO , DOORS, ROOFING and SWIMMING POOL work. a foregping informationns accurate and that all work will be done in compliance with all applicable laws regulating I th ze t above -named contractor to do the work stated. August 15, 2016 --Authorize") ature:0 / plica / Contractor / Agent Building artm n o August 15, 2016 BUILDING PERMIT APPLICATION 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 RECEIVED +G 12 2016 y FBC /ZO I `F " Master Permit No. wS ( b - 223-) Sub Permit No. BUILDING ELECTRIC ROOFING REVISION EXTENSION RENEWAL ❑PLUMBING F MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: '�J (2T. City: Miami Shores 22 County: Miami Dade Zip: Folio/Parcel#: I I - ZZ31- J" © � Is the Building Historically Designated: Yes NO Occupancy Type: T�Jw Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): i Phone#: (JVCT�'D0 902,0 Address: ' �` )�,+ 1�_ N f'� 7 City: &CAIM1 �' \Zr(G%5 State: FL. Zip: Tenant/Lessee Name: Email CONTRACTOR: Company Name: Address: 42-�)Itllj 7 City: l r�M 1 S/V Qualifier Name: ,force ( L Phone#: Phone#: -(Obp p 2 State: • Zip: -1:3 > • Phone#: (/ State Certification or Registration #: S C — t `s I y tp� . Certificate of Competency #: DESIGNER: Architect/Engineer: Add hone#: _State: Zip: Value of Work for this Permit: $, wo Square/Linear Footage of Work: Type of Work: ❑ Addditionn1 /❑ Alte1ratiio�n,�,,� ❑ New ❑/Repair/Rjepplaace Description of Work: ►`4-01a c� e VV 1!_C/ nu-x,, k �(`�niZt, 'I ( ) Specify color of color thru tile:, City: Submittal Fee $ �� Permit Fee $ ' w CCF $ -U'CO/CC $ Scanning Fee $ (-2- ' 00 Radon Fee $ U� DBPR $ / 'C Notary $ t& - CA Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 YOU PE Y. IF YOU INTEND TO OBTAIN FINANCING,7he LT WITH YOUR LENDER OR TTORNEY B FORE RECORDING YOUR NOTICE OF C MENT." Notice to Applicant: s a conditiouonce of a building permit th an estimated value exceedi g $2500, the applicant must promise in good f th that a copy ce of commencement on construction lien law brochure ill be delivered to the person whose property subject to attach, a certified copy th recorded notice ofcommencem t must beposted at thejob site for the first i spection which occ7) days after the b Iding permit is�ssued. In the a Bence of such posted notice, the inspection II not be approved antion fee will be ch r ed. \\ OWNE The foregoing instrument w s o led d7ge re a this 12 day of ��, 2//0 JG by w o1 is personally known to me or who has produced �L- ` �►`— �� as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: g} i APPROVED BY oar Pue, Notary Public .State of Florida Y n Sindia ' lvgrez n : My Commission FF 156750 �Ti pF �o4' Expires 09!0:'2018 n Signature C The foregoing;%"Strument wa 920 ov,I�ed�edY�re me this dayof Gv by %IS l , Ffio is personally known to U me or who has producedSJQVJ as identification and who did take an oath. NOTARY PU C: Sign: Print: Seal: . ro Y P ee Notary PlIblic State of Florida S1ndia Alvarez My Commission FF 156750 9��of4vyop /� E'XPIr'eess,09!03/2018 Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk This instrument prvpucd by: J013N M. TANA, ESQ. 8801 Biscayne Blvd., Suite 101 Miami, Florida 33138 Folio No. 11-2231-013-0600 TW5 CFN: 20160389157 BOOK 30139 PAGE 3131 DATE:0710612016 11:25:31 AM DEED DOC 2,490.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY •"`"u^ n SYAI-MAMOVY. TIUS UM: FOR WARRANTY DEED THIS WARRANTY DEED made this of day of June, 2016 between hereinafter called the grantor, to MARY ELLEN SKELLY, a single woman JORGE LUIS RIOS, JR, hereinafter called the grantee, whose post office address is: 10555 N.E. 2nd Ct., Miami Shores, FL 33138 MuNh.w grolnn• Wb' d `arsn' Ma. m oessAanak 6uaneimr ad tlr lea.Ypl egn,a+ann .ns u�yp, a wbiGa+l4 W u,eMcoawun w rip., a WITNESSETH: That the grantor, for and in consideration of the sum of $10.00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby grant, bargain, sell, alien, remise, release, convey and confirm unto the grantees all that certain land situate in Miami -Dade County, State of Florida, viz: Lot 14 and the South ''A of Lot 13, Block 14, First Addition to Pasadena Park, according to the plat thereof, as recorded in Plat Book 6, Page 92, of the Public Records of Miami -Dade County. Subject to: 1. Taxes for the year 2016 and subsequent years. 2. Conditions, restrictions, easements and limitations of record, if any. 3. Applirable zoning ordinances. TOGETHER, with all'the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land, and hereby warrants the title to said land and will defend the some against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2015. IN WITNESS WHEREOF, the said grantor has signed and sealed these presents the day and year first above written. \- WY ELl<11yqS1<ELLY 10555 N.E. 2" Ct., Miami Sho s L 33138 CFN: 20160389157 BOOK 30139 PAGE 3132 SPACE ABOVE THIS LM FOR RECORDING DATA STATE OF FLORIDA COUNTY OF MIAMI-DADS I HEREBY CERTIFY that on this day before me, an officer duly authorized to administer oaths and take acknowledgments, personally appeared, MARY ELLEN SKELLY, a single woman, personally known to me, well known to be the person described in and who executed the foregoing instrument and acknowlt dged before me that she executed the same freely and voluntarily for the purposes therein expressed. WITNESS my hand and official seal at the State and County last aforesaid on this 4AP day of June, 2016. y ilk Cain ExilpMt JW i, tOtP t+ N ARY P S,.AT OFF FLORIDA F ORIDA D M G 12 016 - �� Opening # Size Type Zone Wind Pressure 1 28.5x50 FIXED CASEMENT 5 +40.4 -54.1 2 28.5x50 FIXED CASEMENT 4 +40.4 -43.8 3 28.5x50 FIXED CASEMENT 4 +40.4 -43.8 10 11 4 37X80 FENCH DOOR 4 +38.5 -42.0 5 127.25X63 CASEMENT 4 +35.7 -39.1 6 9'X8' ROLL UP DOOR 5 +35.7 -44.7 ?-&P(h Bedroom 12 7 48X36 SINGLE HUNG 5 +38.5 -50.4 ..........y #3 8 37X80 SWING DOOR 4 +38.5 -42.0 DEN 13 9 53X38 3/8 FIXED 4 +38.5 -42.0 14 10 60X80 SLIDING GLASS DOOR 5 +36.7 -46.8 &7 9 Kitchen............4..................... 11 19X50 FIXED 4 +40.4 -43.8 15 12 19X50 FIXED 4 +40.4 -43.8 ............ Bedroom 13 26X26 FIXED 4 +40.4 -54.1 8 #2 14 26X26 FIXED 4 +40.4 -54.1 Garage 15 37X50 CASEMENT 4 +38.5 -42.0� L 7 : 16 37X50 CASEMENT 4 +38.5 -42.0 5 4 16 17 37X50 CASEMENT 5 +38.5 -50.4 6 Bedroom #1 17 3 2 1 ALL WINDOWS WHITE FRAME NOA# N PGT SWING DOOR: 16-0629.17 PGT FIXED WINDOW: 16-0629.14 _ of Height: 13' Jorge L. Rios PGT CASEMENT: 15-0519.13 Total , ' 10555 NE 2nd Ct PGT FIXED CASEMENT: 15-0519.15 Miami Shores, FL. 33138 PGT SINGLE HUNG' 15-0519.08 Folio# 11-2231-013-0600 RC ALUMINUM FRENCH DOOR: 15-1007.02 PGT SLIDING GLASS DOOR: 16-0629.06 BEST ROLLING MANUFACTURE GARAGE DOOR: 15-1118.01 IDENTIFICATION PLAN al ! - • ••• ••• 0•• • 0 IVI NI S ENGINEERING, INC. Kd = .85 : 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2014 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAIVII DADIE 175 MPH VIAND ZONE Interior &, .... .... .... ... . . ... �. ...;. s Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever i s I r, but not less -than 4% of least horizontal dimension or 3 ft. (h = mean roof heigh in t). NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS: Exteriar Zones (4&5 -Walls). Positive Pressures � •��•,• • Exposure C Forthe 175 mph Wind Zone CR7•EGORY 2• • Height (Maximum) Effective Wind Area (or, utary Area in'°S re Feat 10 20 .30. 40 ,pp 1.00 0.95 0.92 0.89 �•96B � 0.86 • 15 40.4 38.5 37.5 36.7 35.7 ' 20 4.2.7 '40.8 39.7 38.9 ..�$.3 .37.8 25 �44.6 42.6 - 41.5 40.6 :40.6 ,4 • 30 4.6.5 44.4 43.2 42.3 :41'7 41.1 40 49.4 47.2 45.9 44:9 4. • • • •4$.6 50 51.8 49.4 48.1 47.1 45.4 45.7 60 53.7 51.2 49.8 48.8 48.1 47.4 Interior Zone (4 =.Walls) Negative Pressures Exposure C Forthe 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributar Area) in Square. Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43:2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1. 40 -53.6 -51.4 -50.1. -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 �53.4 -52.6 -52.0 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone. CATEGORY 2 Height Maximum Effective Wind Area or, utary Area in Square Feet 10 20 30.. 40 50 60 .;1:40 -1.29 -1.23 -1.19 -1.15 -1.13 ` 1.5 -54.1 -50:4 -48.3 -46.8 -45.6 , -44.7. 20 -57.2 �53.4,� . -51.'C -49.5 -48.3 =47.3 ` 25 -59.8 -55.8 . •-53.4 . .:-51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 `-53.9 -52.6 , '-51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54. 50 -69.3 -64.7 -61.9 -60.0 -58.5 60 -71.9 -67.0 -64.2 -62.2 -60.6 MIAMUDARE AIIAM1—DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC: RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F j'1 131.5--2599 NOTICE OF ACCEPTANCE (NOA) "" ""'• wrv+++rn�midade. ocononiv • • RC Nome Showcase, Inc. • ...... .. . ....% 2970 NW 75" Avenue • Miami, FL 33122 .... . SCOPE: ••.• • •••.• his NOA is being issued under the applicable rules and regulations governini,fign :se of,ccnlsjniction•••�•• materials. The documentation submitted has been reviewed and accepted by MW-Qy .Qade Couruy RER— Product Control Section to be used in Miami --Dade County and other areas wllcrc:a1ldw1d by the .Au thority.. •.:. Having Jurisdiction (AHJ). 0 0 • This NOA shall not be valid after the expiration date stated below. The Miaini-Da;c Coynt%V oduct' • • • •' Control Section (In Miami Dade County) and/ or the AI-IJ (in areas other than Mianii--Dade Coutify) 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. RF,R 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 "RD45" Aluminum Outswing Entrance Door w/ wo Transom and Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. W04-37, titled "Series RD45 Alum. Entrance Door (L.M.I.)", sheets 1 through 10 of 10, dated 05/09/04 with revision "J" dated 04/18/16, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. F., bearing the Miami —Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATLVC: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. "Phis NOA revises NOA No. 13-1112.06 and consists of this page I and evidence pages E---1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, I'. E. NOA No. 15-1007.02 MIAMIDAu]E COUNTY Expiration Date: August 19, 2019 / V412,�,Approval Date: April 28,2016 Page 1 ` RC home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT" TID A. DRAWINGS •••••• 1. Manufacturer's die drawings and sections. ...... ....:. (,Submitted corder NOA'.s A'o.'.s 04-0608.03 and 08-0613.07)• • • • • • • 2. Drawing No. W04-37, titled "Series RD45 Alum. Entrance 17dcTi'(I,.M.Z�„$beets 1 through 10 of 10, dated 05/09/04 with revision "J" dated 04MM, prepared by Alo*:O*- Farooy Corporation signed and scaled by Javad Ahmad P. E.:::::: • 13. TESTS :...:. •••••• 1. "Pest reports on: 1) Air Infiltration Test, per VHC, TAS 202-9:1 :....: 2) Uniform Static Air Pressure Test, Loading per 1 3C, T0,�2Q2-94 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 'Pest, per F13C 241 1.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s: 1. FTL -5390, dated 02/18/08, signed and scaled by Carlos S. Rionda, P. E. (Submitted under NOA No. 08-0613.07); 2. FTL-4154, dated 03/24/04, F'1 �415.5, dated. 03/30/04 and FTL,4166, dated 03/31 /04, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 04-0608.03) C. C:AI,CUI.ATIONS 1. Anchor verification calculations and structural analysis, complying with FBC St" Edition (2014), prepared by Al-Farooci Corporation, dated 09/25/15 revised on 04/18/16, signed and scaled by Javad Ahrmad, P. T?. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916..10 issued to Kuraray America, Inc. for their "Butacitc©13VB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. x' ,forge M. YIaSCIICIa, Y. E. rodud Control Unit Supervisor NOA No. 15-1007.02 Expiration Date: August 19, 2019 Approval Date: April 28, 2016 ` RC Home Showcase, Inc. NOTICE. OF ACCEPTANCE: I+;VIDENCE SUBMITTED F. STATEMENTS ••• •••• ••••'• 1. Statement letter of conformance, complying with. FBC 51 6.F.ilatiern (201Jf .And no...:. financial interests, issued by Al—Farooq Corporation, dated•&il/15, signed anal • scaled by Javad Alunad, P. E. . • • • •. i... % • 2. Name changed to RC HOME SHOWCASE, INC. as reAisiered in- the Florida": • ....... Department of State, Division of Corporation, documents date�.;Q/..1.. .. . 1/13.; ...... (.Submitted ender NOA No. 13-1112.00) ...... 0• 3. Asset purchase agreement dated 10/01/13, signed by Mr. Matruet :�...4lonfle'00004 Kozhaya, Mr. Henry F. Kronlle—Korhaya, Mr. Raul Casares, &Ir..Eusebio Paredes an&..••: Ms. Nancy Vias. • (Submitted under NOA No. 13-1112.06) 4. Statement letter of' complying with the Sales of Assets issued by RC Aluminum Industries, Inc., dated 10/30/2013, signed by Raul Casares, President. (Submitted under previous NOA No. 13-1112.06) 5. Laboratory compliance letters prepared by Fenestration Testing Laboratory, Inc., for t:ollowing Test Reports No.'s: 1. FTL-5390, dated 02/18/08, signed and sealed by Carlos S. Rionda, 1). E. (Submitted under NOA No. 08-0613.07); IL VU1,4154, dated 03/24/04, FT1,-4155, elated 03/30/04 and FTL-4166, dated 03/31 /04, all signed and scaled by Edniundo Largaespada, P. E. (Submitted under NOA No. 04-0608.03) 6. Proposals issued by Product Control: 1. No. 07-2420, dated 05/08/07, signed by lshaq Chanda, P. E. (.Submitted under NOA No. 08-0613.07) II. Dated 07/18/06, signed by Jaime D. Gascon, P. E. (Submitted under NOA No. 08---0613.07) 111. Dated 12/03/03, signed by Jaime D. Gascon, P. 13. (,Yubmitted under NOA No. 04-0608.03) G. OTHERS 1. Notice of Acceptance No. 13-11.12.06, issued to R.C. Aluminum Industries, Inc. for their Series "RD45 Outswing Aluminum Entrance Door w/ wo transom and sidelites — L.M.I.", approved on 12/26/13 and expiring on 08/19/19. .lorge lvl. nP. E. Product Control UPlasenit Supcia,ervisor NOA No. 15-1007.02 Expiration Date: August 19, 2019 Approval Date: April 28, 2016 F — 2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • . • . • • • • • • •• • • •• • • • • • • • • • •• • • • • •• •• • • • 39 3/8' MAX. • • •••• ••• • F---- - fRAME W,OTH 4 I/1- MAX iiEAD/SILL ( • • • • • • • • • • • • CORNERS • ••• • • • • •• _ • .. j II 1 �o -ccKS it ' SEE :HEETOR ' II OESCR PION : Im= GLASS DLO DIMS DLO HLIGHI - FkAVE HEIGHT -- 14.5625'_- D.LC. WIDTH (X DOORS) - FRAME WIDTH - D.L O. WIDTH (XX D)ORS) _ (FRAME WIDTH - 24.0")/2 SI;RFAC A"'PL'LU I'ALSL MUNIMS NAY BE JSEO SERIES KID4 i ALUMINUAf OU'1'Sti51\G EN`�RA\(;E DOOR SINGLE (X) AND DOUDLE (XX) LEAF DOORS W/O TRANSOM SEE ABOVE. SINGLE (0/X) AND DOUBLE (0/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 2 SINGLE AND DOUBLE _EAF DOORS WITH SIDELITES SEE SHEET LOWER VALUES FROM SIDELITF CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT 4AS BEEN DESIGNED AND TESTED TO COMPCr WITH THE REQUIREMENTS OF THE 2014 (STH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BOCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE. AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONOTONS NOT SII0WN IN THESE DETAILS ARE NOT PARTOF THIS APPROVAL. A LDAD DURATION INCREASE IS USED IN DESIGN Of ANCHORS INTO WOOD ONLY, ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLJOING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA 8Ua_NNG CODE. HEAD/581 ANCHORS AT STILE ENDS ' AT 2--1/2- O.C. (6) FOR INSTALLATIONS INTO WOOD/CONC. (3) FOR INSTALLATIONS INTO METAL STRUCTURES \ 75 3/e' MAX. 4 1/2' MAX. FRAME WIDTH HEAD/Sid. CORNERS - Al) . , V I i J ACTIVE 3 25 3/4' 0 4 Asa O.L OPG. 0 ' LEAF WIDTH (X) TT— '-- (c) a I s 1 SOCK<, v 1, SEE SHCET 4 �] �IOR I DFSCRIPTICN �I o I� 11 l -- . -��— 11 I!WCTNE \t • ALTNE Y_ ._... -_ - --s- - 1 SURFACE APPLIEDBI---- FALSE MUNTINS X `-i - MAY DE U5EO DL On, 01 OFG. - - - 12' MAX. ttM�--- DOOR DENG. Nwni (XX) Z Mn P pryV^ e v OO�fo QW� e ot�mp 8 0�M, o �pgc58 C a�E Vy11 0 Q mar+"a it Q�m� N x w w U 0 v c cn ELL _.......s �' � th l nFTT lei i Ici_. I MAXIMUM DESIGN LOAD RA-1NG = + 80.0 PSF �` (FOR 5!2E5 S.OW4 A;OVE OR SMX.LER) - 80.0 PSF EGRESS REOUREMENTS `:0 BE REVIEWED BY SLOG. OFFICIAL. (THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, j SHUTTERS ARE NOT_ REOUIRED. �> • cENs .��'% 1 j PRODUCT REVISED 6 r as comp)ying with the Florida e• 92 Building Code 1l ;• �'; it = e s° NOTE: NOA-No. 1rr1007.02 GLASS CAPACITIES ON THIS SHEET ARE ptratlon Date 08N 912019 RASED ON ASTM E1300-09 (3 SEC. GUSTS) EM�t1 OF dt/� drowin ANg no. i D FLORIDA BUILDING COMMISSION ey ��'' Cyr i \g+S....... W04-3% DECLARATORY STATEMENT DCA05-DEC-219 mi ml- •Product Control 1�fYA1.EN`` �!FFII INN, r . . . . . . . . . . . . ... . . . . .. . DESIGN LOAD %kPACITY•- PSF • 11 SINGLE OR DOUBLE ENTWNOR D•O" WITTI IMM;SOM! DO :Lmf •.BI'I'P, CLAW TYPE IDTH-W WIDTH-F2 HEIG91111-A I •-A'• .n' • LNCHSS INCHES INCHES' 24 80.0 80 0 ` 63-3/8 s0 _BooBO o 37 5/8 •FAO (i•1_60 0 • 43-5/8 et-5/8 69AP •' • 6'410 • 24 _- 0. e 69-3/8 7C 180.0 • • 8aD • 37-5/6 • a0AP a 100 • .� 24 80_0 Do.0_ _ 75-3/8 1 5 3/8' 30 800 810 _ 37-5/8 I SC.O 80.0 24 Pb 0 ?0 63-3/R 30 I 800 _ 80D 37T J/a i i A0.0 an C 2a _ �-y - 69-3/8 I 3o 130( VH7.0 37 5/8 BCD BOA 7a RO � RO 0 75 3/8 30 37-5/A 80.0 00 0 24 800 A0.0 30 80.0 80,c 53-3/8 % 5/3 _ _ 810 10.0 43 S/8 69.0 69.(1 9'-Sj8 24 ao.o 69-3/8 10 A0'o A00 37-5/8 I 8c.0 _ 80.0I _ 50.0 24 15 318 30 I 80.0 ! 500 800 - 37 5/6 BO.0 24 A_o ; _ Boo -_ 63-3/8 30 80o Boo ' 37 5/E _-- HD 0 i 80.0 43-5/5 { 97-5/B 690 69.0 BO.G 80.0 Za 69-3/8 3:1 i _ 80.0 80.0 37-5/8 I I 80.0 80.0 i 24 BOO _ aom 75-3/0 I 30 to 80.0 37-5/B P0.0 75 3/8- WJL FRAME WIDTH 69 3/8' __... D.L. OPG. - 12' MAX HFAO/SRL-��- CORNERS CORNERS O o /' VV J n 1 0•• ••. C-.%i �, i i I add-, . • I{r �I u 1 • • %: �IC II I' ' (� 1 ••• ww � �--- ll �.{ a II n a02 C¢b1�M ZIV 1, F1 I! z V I Z J NIIp' ' LL 61 u EY m ILL I70 e/ N }}C 1 RS AT ANCHO 1' - SOM ENDS A:ChORS AT i ,I AT 2 1/2- GC TRANSOM END' I -li_ (S) COP. INSTAL.ATlON> Ar 2'' /2' O C. / Y INTO r.'000/MASONRY l'� i i. 1:-Z i I I O I U (a) FOR WSTALtAT10N5 / lC iI- ✓ (3) FOR INSTALLATIONS IN10 W000/MASONRY I! �� INTO META;, STRUCTURES (2) FGR INSTALLATIONS NTO METAL STRUCTURES %-7r w` I I /. •' - T y ci 1 -(In ' m I I 'y Z pz i I i i I i. I, aYTWE ACTIVEd 1 SURFACE APPLIED SURFACE AoPLIEC FALSE \�, i = K rAI.SE MUNTINS .I MLINTINS - MAY DE USEC a MAY BE USED /: I � 25 3/4' i -, V 25 tt/ 6- ti ( 25 11/16- n A .L. b^D.L. OFG. j n OCP , O.I_ OPG. SS 3/4' MAX. % 72" MAX. o LFAi WIDTH �� DOOR OPNO. WIDTH (6) ANCHORS / / (Q/X) AT STILE ENDS / \O/XX) c AT 2-1/2' O.0\iI IAAl i,-, i7l PRODUCT REVISED CLASS D L.0 GIMS (+RANSOM, as comp)ying with the Florida 1 Building Code b. 592 D.L.C. HUGHT TRANSOM HEIGFIT - J.375" NOA-No. 15-1007.02 y7 1A D.L.O. W'DTH = TRA.NSOM WIDTH - 6.0" Expiration Data 08I14I2019 __ _ 8T EOE dr0wing n0. Wt MI m - • roduct Control s'•.,• OR1D�,`.•�`�� ` I yyp4-37 WI (SINGLE DOOR FRAME WDTH) - + 1-5/8' 7b S(Q �P SSi l.__.... _ 2 74111VA1i1�� (heet 2 oI10 39 3/8' m". PRAME WIDTN 33 3/6' _ 01. 2' MAC, JC/Ssil ;{ i kF�/SILL 4% n (n a 3 m O if I; L x N Q --" r . . ... . . . ... . . ... . . . . ... DFSIGN LOAD CAPACRY - P* sTneur • C1.A•iS •YYS SIDELITE WIDTH FRAME HEi • .M &i'D EXT.(+ /INt.(-) tt:CiiES gJCHES 36-1/4 00.0 38-5/8 81-5/e 75.1 u-1/4 0070a • 43-1/4 i 57.E + 3E-1/4 _•80. _i 38-5/A 85-5/8 075.1111 • 41 1/a sic 70� i A5.0 36 /4 g'.--S/8 97-5/8 -Rc0 • • i a • i • • 415mUI. WIDTH MAX. r SEE CHART AT LEFT 2 1/4' MAX. 1 HEAD/SILL n. 2 1 /2' • •rdPRNr%• i-• • • • • • 2 l/2' • . 000 • 1 __..1_.�.. � �Ll I� _373/e•—.�I ' I I I iY_ ? m� SURFACE APPLIED � �,K� 3a FALSE MUNIINS MAY BE U5ED l CLASS D.L 0. DIMS. (SIDELTE) D.L.O. HEIGHT SIDELITE HEIGHT -- 3.375'" D.L.O. WIDTH = SIDELITE WIDTH - 5.0' HEAD/SILL ANCHORS AT STILE ENDS AT 2-1/2. O.C. (6) FOR INSTALLATIONS INTO WOOD/CONC. (3) FOR INSTALLATIONS INTO METAL STRUCTURES 2 1/4- MAX. -Jf.- HEAD/SILL CORNERS 2 1/2, 2 1/2- NOTE FOR DOORS CAPACITY SEE SHLEI 1 (MAX, DOOR FRAME WIDT- = 75-3/8" MAX. DOOR FRAME HEIGHT - 97-5/8-) FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOORS OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. 75 3/8' MAX. _ SIDELITE WIDTH UA%. FROE WU IH �SE.E CHART AT LET �Iy `t I I• I 25 11/16' F• 2.5 '1/I6' -.� I i _ D:. OPG. D.L. on — DOOR 4` 11F•• DOOR CPNG. WIDTH (OXXO) PRODUCT REVISED as comptyIng with the Plorida Building Code NOA-No. 1 5-1007.02 Expiration D�at�e 0811912019 BY % J Mlam - e Product Control oCENSF •'•, \ g I i �1 yo. 70592 ,�A� _1 Il E l n � TATE OFdrowing no. .c�.W04-37I F 'J � Lj2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . . . . . . . . . .. • • ••• ••• ` -t,e 'HAT STA:i'D. GLASS `` .090" Inter?ayer \ E-Ku n Buraclte Py8 i • • • • • • ly • By ✓� ray AmerlcC• • • • • • • • • • • • • • •r • • •1 48" HEAT STHEN'D. CLASS • • • • • •• i I • SILICONE 000 • • • : Vim• • • •1 • COW CORNING 795 s ( T 1 DOW CORNING 995 f/f IQCK OPTIONS �INGTX DOORS: .j.QCK OPTIpVS nounL Y DOORS: OPTION 1N�,I I DP-JQN 1L. j AQUYS_ LEAF. POINT 'LOCK SYSTEM BY 'AM;'tiB ,RY 3 POINT LOCK SY'SIEM BY ARE56URY WI" SURFACE MOUNT HANDLI A.1 36'ROM BOI'OM WITH SURFACE MOUNT HAJO A. 36" FROM B07.10M ANU Di AD BOLT LOCKS'T AT `2" RO HOPGM ANC AD BO LCGKSF' AT 2 .'ROM DO'T0M KEY CF;:P?TEG Ot: EK•[:RIOR AND ".UM8 TURN ON KEY OPERATED ON EXFER OR AND 'HUU9 TUtN UN INi ERIDR. INTF. RIOR, IM-01VE_LFLa 7 POINT LOCK SYSTEM BY 'AMESBURY' SHOOT BOL" S ENGAGING SIMULTMIEOUSLY AT HEAD & SILL SURFACE MOUNT ACTUATING HANDLE AT 36" FROM 80'TOM OPTION 02: ' OPTION #2: ACTTVE LEAF: 3 POINT LOCK SYSTEM BY 'HDPPE' � 3 ?OINT LOCK 515TEM 81 'HOPPE' WITH SURFACE MOUNT HANDLE A- 36' FROM BOTTOM WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND OFAO BOLT LOCKSEi AT S2-/2' FROM 80STGM ANDUEAO BOLT LOCKS£f AT 32-1/2' FROM 60TTOM KEY OPERATED ON EXTERIOR AND IHUMB TURN ON KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR, INTERIOR, INACTIVE I.FAf 2 POINT LOCK SYSTEM 91 'HOPPE' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL SURFACE MOUNT ACTUATING HANDLE AT 36` FROM BOTTOM TEMP. GLASS '/4• AIR SPACE f/B- mL f STREN'D. GLASS `\ .090• Inbrlayer Kurcrey Butaclle �I`JB Br �Kuwmy Americo, Inc.' \, -':/6• HEAT STREWD. GLASS C z n s T SILICONE DCW CORNING 735 e_jlj5 ciilA /� UGW CORNING 995 f �i / GLAZING DETAIL AT DOOR LEAF n to 1 � GLAZING DETAIL AT �^ SIDELITE GLASS TYPE 'R: GLAZJj-G 0TL0NS PRODUCT REVISED as comp)yin9 with the Florida Bulldirp Code NOA-No. 15-1007.02 Expiration Date 0811912019 By--- Midm1-WaEe Product Control S.� • UGE.N3 I C• A7E OF d/j� lAro'Ainq no.1 `rr3,�FOR�oaJ.�>�� W04-37I TYPICAL ANCHORS . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . TYPICAL ANCHORS • • • • SEE ELEVATIONS_ • • • • • • • • • • • FOR SPACING . IRYWWOM QUOIT 0 ."--• • EDGE DIST SE SHIEI •) �z�QUC`S • • • _.. �. // • • • • g STRUCTLFt • • ii' • • ••• C ••• • 3•KS7eCONC. _ ED • • • - E;• • 0.10 �••� a a '2- MiN. IROW R0i i NEIRAnON TYPICAL ANCiiORS SEE ELEV. FOR SPACING TYPIC` ANCi.ORS SEE, F1. EVATIONS FOR SPACING METAL STRUCTURE (SEE SPEC BELOW) 1 MIAW-DAOE COUNTY APPROVED i �. j .n Zo y m CUPPED MUU ION i 1 Ii SEE 5�WIA a_.,� O u e a°o � rTPIUL ANCHORS rPICA' ANCHO iS uI K SFE LI.EdATIONS L-SEE ELEVATIONS FOR ',PACING On SPACING Q to O LL o' LL Z 1/1� O, `Jb102 CI Q wmF WOOD Rt CKS AND UEfAI STRUCTURES NOT BY RC HOME SHOWCASE MUST -USTAIN LOADS IMPOSED BY GLAD:NG SYS[EM AND TRANS ER rl^EN - C) THE: Bl ILCI ' >TRUCIURF ll! I TYPICAL- ANCHORS: s'EE ELEV. -OR SPACING G: ° �u c 1,/4" DIA• bAj KW!K-CON f; 0 -138 WSI. Fy-137 351) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o� 1-'12" MIN PENETRATION .MO w000 (NtAG',/.;AMBS) T,i ' R11 15( BUCKS IN-O CONC. OR MASONRY -r 1 - " 4LAIN. EMBED INIC CONCRLT_ / - (riF AO/JAMBS) V) n ° DIREC-I.Y INTO CONC. OR MASONRY o E 1 - 3/ <' 6!ItJ. EMBED INTO CONCRE'E (hEA /5-t.l.) T 1-3/4 MIN. FMU-,FC INTO `•G%C. Cf; MASONR(JAMBS) f:.. , E 1 /4" DIA. TEKS OR SELF DRILLING SCREWS (CWDL 5 CPS)- �NTO MIAMI--OADE COUNTY APPROVED MULLIONS (MIN. INTO METAL- STRUCTURES STEFI. 1/8" IHK. MIN. (Fy = 36 KSI MIN.) ALJMINUA", 1/0" -HK. MIN. (6063-15 MIN.) (STE"t. IN CONTACT WITH ALUMINI M TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE oIEIS sI INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WIND STRUCTURE = 1' MIN. INTO METAL STRUf.TURE == 3/4" MIN. WOOD AT HEAD OR JAMBS SG a 0.55 MIN. i5 0 7 ^-T ? q CONCRETE AT HEAD, SILL OR JAMBS f'e - 3000 PSI MIN. 9 e :o = C-$0 GROUT FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm � 2000 PSI MIN. c _ SEAT ANTS: y 0DENeF 3 PRODUCT REVISED'' ALL =RAME AND PANEL JOINT. INSTA!_!AHON SCREWS AND as complying with the Florida _ 2 hb= HEADS OE ANCHOR SCREWS AT SILL '0 BE SEALED WITH Building Code - D - 'i s k N W}TI;E/ALUM COLORED SILICONE. OA-No. 15-1007.02 Expiration Date 0811912019 . tv- Cdr i-n._ no, • s TeoF ' kA� (WO14 37� DOOR DETAILS NUR• a v:oaMet Control fig'�V f�lIIitN 0 lft�` sheet 5 of 10 _..� IYPICAL ANCHORS -SEE ELEV. GOR SPACING t A, 0 CC) E'/ nc•rlvE �11P- 1,51--P - *j \i EXTERIOR LEA: WICIh G. ---- -- - -- . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... • • • • • • • •• • • • • • • •• • YvaI�L , C LOCKS SEE SHkCt 4 � 1 FOR DESCRIPTION f 112' WY, FRAME ,YDih 1!2' MA%. (X) "ICAL ANCHORS \EE . SING FOR SPAT /' l=�j IIACTIVII 1 / ~ I CEO I D.L OG Iny f LEAF WIDTH W.000 fiUCK 1/2- MA%. j SHIM LOCKS E SEE SHEET 4 FOR DESCRIP110N -- - ACTI Vr C. -7.— r EXTERIOR ....... I ... _ LEAF WIDTH TYPICAL kNCItORS — SCE ELEV ? w vi L'OR SPACING i y Q N! -, n 4 n, 0 =�..cr / 0 �3l�l01� �o�r•I�I� gI FRAME WIDTH I ( 1/4" M.4%. SHIM— (XX) Mq�,, PRODUCT REVISED Ilk $ 1 as complying with the Florida ' Building Code 1z NOA-No. 15-1007.02 �A, E.piration Date OMM2019 7-- Y[OF �� drowinq no. Mls - Pro uct Control ' i S �0', W04-3 DOOR DETAILS eet ] � ��` sh6 ot10) \//I IIIiq \ . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... IYPK.AL ANCHORS SEE ELEVAVON5 • • •• • • • • • . • • • •• • • • •• • . • • v n FOR SPACING • • • • • • • • • �Y- .:. f • • • • • • • • • • • • • • pl C= Mp a id .. • f . .. ... .. 0 i F .)% f.• f • o .I • • • • • • • • • D�ppyn !, a �� s I0 SQ 1 ( 11, Y 1" 0 J L0g� z SFU fRUNG SCRLW; J o, 111 L II _ i > oE W �� Gap �1 _ FX'PF.RIOR (O/X) to (p/XX) - \�„if7��r?IT REVISED PRODUCT as Compiling with the Florida Boiiding Code I-�AV _ ^ Ti - , NOA. No. 15-1007.02 ,,� a,•ir 1 ` .O : -- o Expiration Oats 0811912019 Cdrawin9 no. LTRANSOM DETAILS Miam l Pro uct opera �ir'AQr�AL tii� W04-37 sheet..._7 of 10 —.. rtii itt�ti TYPt^,.AL ANCHORS SEE ELEVATIONS r0R SPACING \}(}N I1 EDGE �DISf. ` • . ' KSI CONC_ ..._ 1 i I �K, �zG �Etl It EDGE GIST. rYPiGAL ANCHORS SEE ELEV. FOR SPACING . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . .. • • • • • • • • •• • • ••• ••• ••• • •• Y • • •• ••• •• • • • • • • • • • • • •• • • • • • ••• •• 11"�ICAL i.NCH FRS SEE Ei tv FOR S AGNC \ L % 4 1/i MAY, (M� S._lF ORII L:NC SCREWS T A? 6' FRCM "SOS / AND r__.— t t i CPC.—. .<J i LFAr W101H SIOE'JIE WIDTH DOOR FRAME WIDTH , (ODOR W/ SiDEME) PRODUCT REVISED as complying with the Florida SWIdlny Cod NOA-No. 15--1007.02. Papiration Data 01111912019 '�,1^• SIDELITE DETAILS ] Miam r • roduct ontro \� AH'% a i a e IoII Af 'EN,4F •'.,� � o � i 1 drawing no./I Osto! _W04 :..3� (sheet 8 of t0) --3.770 by •-A90 z 1125 �'-1 3.000 - �r � _- { 1 1� T1'P, J5 72 s PLUIE HEAD/SILL (L 11} -RANSOM JAh18 II a UOC � � i Ir;, 2115 ( 21N7 156 F !.687-a Ix - 2.262 IN\4 t) FRAME JAMB Sx 1,024 I_ C: 1.750 ' II �r i -1.125 4.ocD � i 11 fi 1 _5G2 (E4l TOP RA3. i i.875 I _ A�] 1.375 .875 tT) 1 .070 �Itll ' 7 --3'l50-- (E2) FRAME SILL 3 57G 5f 2J _44 7 ANCHOR CLIP � 4 3.750 .12•`• .100 � 1 625 .125 2.1 Ix = 2.610 1N\a �' '.b75 --•� Y_)O? HFAO i• 4.209j 1 l 750 ! ACTIVC LEAP LOCK '111V . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • r .FM • rr l - - � r--.G87 • • Ix t.98• �\a Sx 0.8136N\3 • SIDf.- Ili JMIB • I,[12) TRANSOM HEAD/SILL • • 1.6d8 1 1 1.75U A•,2 ^ 2.025- CEIS SNAP COVER ,184 i 1.246 875 C,.AZ,t G t tAC (LAM. INSLII_ C„�,`,) GLAZING BEAD fr-o� (IAM. (-,IASS) 062 �� 7.750 6.8 75 - ,.995� 1 i," NTERIOR SNAP COVER r— T .625 BOTTOM RAIL �7} VERT. JAMB STOP ITEM / IjUMBER I RRQD. DESCRIPTION MATFRIAI MANF./SUPPLIER/1TKARK8 I El •RMS 02• • 1 E WAD 6005T5 - 1 E 5 R 024 • 1• - _ .- f�MIF �l• 6063 T6 - I E3 R64 -0y 2 FAME 4.MR • 6063 T6 - E4 e41 A 41/LEAF *F•P.NL • . 606 76 .. F5 R045-0-21 LEAF 8OTTO1?!RAIL 6063 76 E6 ; R04 OL6 - 2/ LEAF HINGE STR.L/ILIAC" VE LEAF LOCK STILE_ 6U051 _ Ed Ow �T 7� � VERTI"JAMB STOP 6063 6 �......�RD41-UAJ 745 , W000. GLAEING BEAD (LAM INSUL GLASS) 6063 T6 Hll r • AS C>1A71�• AFAR LAM G ASS; - "� __ T6 _ E•G rRDS C•.A •IS WOO. _OCK SMILE ACTIVE LAF 60p5 TS - fit RC a. -f0 AS rtSIUEI•E HEAD/S,L._. T4ANSO. JAMS 6005 I. 1: I RU S .<S REGD. JAMB A S V IiF AJ(< i, AT TRANSOM — ._. _ ._ 5063 '6 ----- EI 1 R,'r4 16 tI- —A} R C0 SWS COVEN -- - - k 1, R045 29 i AS RREOD ! INTERIOR SNAP COV'R AS REGD. ANCI Of CLF 8" LUNG ( 60 ' 'G .. -/ EAf MWG ARSE A _! _.. 50G5 T M3 I FD 5 u13 AS •EL J- FLOSS OL` AT ] O:Nt _CC: u4 A5 R D3' E SPACER OR INSJL GLASS ! 57757 ICA�7DIIAi M14 W:r 13, 4t/N A, REOC WCAThERS7RIPPMG M20 _ 1/2" a 3/I6" : 4' M .(: 'LOCK (LAu. GLASS) NEOPR NE 6 RCM EACH 1D 1/4' x ]/'L' x a' f N. 01", (INSUL LAu, GIAR�) 1 ){ti E. O/RCN-7 ..R B i 5HORF A M2! 3/a' .. 4' MI'.G B'.00u •,EhR E E. •RTe A(,H -?Is & M' PAv I1/2' I I L.Owf. OUROMUER 85t - SHDRF A U74 t (RD S u,3 4/ LEAF:1IANOICAP OFFSfT 41NGE ASSEMBLY 6005 I' V75 VT 12 IN/: AS RE00. WEARHERSTRIPPWG V 03/5 770 1DWR W STR PPMG V �55 Of FSE BULB VINYL W P FM1'C a ,ALAS i BULR W STRIP. I:G D'JRO , 5 15 }r•CRE A V---ifii N18.JRG, NV- 1289 -- - 5 _ PEROXIDE THREA^. ,N fth._R t 4S EO.;. 3/8-16 x 2" LG I kL t.REAt' A.H7.— • ' 41HINGE' f12 24 X. 3/4 0 il1,L f H. MACH'NC SCRCA ' S / l NGt IN Tn1.i.A'ION SI^RiWS 6� AS RE00.1 /i2 X '-1/4" LC 7H' SUS. ST/SI /SSEMBL. FASTENERS SKE SHEET 4 FOR LOCKS OPTIONS AND DESCRUTION PRODUCT REVISED pl yntJ 11ith the Florida "•J;82 3?: YID h -1 tiny Cohn I' \. Noa-Ne. 15-1007.02 5 1 Expiration Date OSIIW2019 '% T OF t• (IC3' By �''•. P RIDS..•� 7 �(Nntl lltL drawing no.l W04-371 m 1;)t R rrOf, CbRN _R �,QQR ROTiOM CORNf.R . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • • • • • • •• �F2ANuC k1 jQPj_f?jTQV C()RNf_f2 SiDEU`E i0P/30�_CQRLyg s� LFAF @OT70M CORNf—R PR DUCT REVISED �.Pl;,ny "'In:r.0 Ff-ldn BuilAiny Code NOA-No. 15-1007.02 expiration Dote 08/19/2019 Miami- acT�ioduct ontro i �' � rah •, • � EOF drawin nn. 1 04 RtO�'.•' '�� ' MiDADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 1 1805 SW 26 Street, Roan 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaee.govreconomy 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). 'Phis 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 AI-IJ (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 (lie 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 lone. DESCRIPTION: Series "FD-1.01" Aluminum French Doors w/wo Sidelites— L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1 Rev F, titled "Alum. French Door &.Sidelites, Intl: fit- *sheets i • through 10 of .I 0, dated 04/04/2012 and last revised on 06/08/16, prepared by PG i' lnduSujfi, Signed �nd.sealed by • • Anthony Lynn Miller, P. E., bearing the Miami --Dade County Product Control Revisiora.silalp witlT tbtt.'totice.{lt;.;. Acceptance number and Expiration date by the Miami --Dade County Product Control Sectiom-p •. . ...... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 009000 • .... . 0.000 ..... Limitations: ...... . . ..... 1. Use of Table 1, require full length reinforcements (item #22) for OX, XO, XXO, OX)J.0�0 and Q#XC� The • 0.0 • lower design pressure from X, XX door or O (sidelite) shall control. 0 •. 2. All laminated glazing options (glass types, A, B, C, 1) & }) must have 3/16"H;S glass at iritelior side. . ....;. 3. '''A" Elco Ultr�acon (former Tapcon) to be 4"OC into Conc. and 6" into CMU (jambs). • :""' • 4. 1x or 2x buck to be properly secured to sustain imposed load and to be reviewed by A14Jt0 •... :""; -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-I & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMK?ADE UNTY CO NOA No. 16-0629.17 �®� , • , � Expiration Dale: October 18, 2017 Approval Date: July 21, 2016 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files 4 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 l . 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 2(13-9X • 0000 Along with marked --up drawings and installation diagram of fixed sidelite �.Ij w insulaf % laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Res; lo(s) 6864, dated 04/02/12, signed and sealed by Marlin D. Brinson; P. E. (Submiitcxiunderlilesl2- 0516.02/411-1013.22) 000090 • 3. Test report on 1) Air Infiltration Test, per FBC.. TAS 202-94 •. 2) Uniform Static Air Pressure Test, Loading per Fj40Q'"AS 203-919 3) Water Resistance "Pest, per 1'13C;, "TAS 202-94 4) Large Missile Impact Test per F.BC, 'LAS 201-91 • • • 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 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 (.5" Edition), prepared by PG"I", signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ AS7'ME-1300-02, 04 & -09. D. Qt1ALITY ASSLRANCE 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.J. 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 ('VIA.) 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 2014W" 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 415-0528.24, expiring 10/18/17. 2. Test proposal 4 16-0152 dated 03/09/16 approved by RER 3. 4900 Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gras Qn, RE!.... • • • • •. • • •••• • •••••• •••• • ••••• •• •• • •• •••••• • • • • • • • • • • • shay I. Chanda, P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18, 2017 Approval Date: July 21, 2016 E - 2 6 STANDARDS USED: NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) •2014 FLORIDA BUILDING CODE(FBC). 5TH EDITION . _. •ASTM E1300-09 ��_� - •ANSI!AF&PA NOS201.2 FOR WOOD CONSTRUCTION 1 GLAZING OPTIONS: •ALUMINUM DESIGN MANUAL, ADM-2010 A. 318" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR •AISI-Sl00-07!S2-2010 SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 318" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 118" HEAT STRENGTHENED GLASS PLUS AN 090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM P_LUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7i16" . LAMI NOM. (.465') CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM ......... PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. D. V16" LAMI NOM.. (.465") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. E 13/16", LAMI IG NOM_(,840") CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS, 1/4" AIRSPACE, (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB NOA DRAWING MAP 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 130D. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. CONFIGURATIONS: X. O. XX, XO, OX. XXO, OXX OXO, AND OXXO. 4. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS. SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6, SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7.REFERENCES: TEST REPORTS FTLA964, 5212 & 6864, ELCO ULTRACON NOA'S.; ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL, 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY 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 HURRICANE ZONE (HVHZ). GLASS ABBREVIATIONS 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: ANI =ANNEALED A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. HS. = HEAT -STRENGTHENED B FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP. = TEMPERED TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. 93 — 93! 91 3030 �l 80-831 73 GLASS BITE 73 . _ t'' 1/2" GLASS BITE 74 ; 112" GLASS BITE EXTERIOR ' ....� EXTERIOR EXTERIOR_ ' ....._. t.. ' I 94: f 94 94 1/8" AN OR 3/16" AN. OR 1/4" AIRSPACE HS. GLASS iY HS. GLASS ` I 1 _ 3/16" HS. _ 3/16" HS. 3/16" HS. GLASS ,090 PVB INTERLAYER GLASS 090 PVB INTERLAYr;A • �� G(AS+S• • • • • 3l16" TP. GLASS (DUPONT BUTACITE OR (DUPONT BUTACITE OR ( • • • • • • SAFLEX/KEEPSAFE SAFLEX/KEEPSAF� • • • • • • • •,090 PVB INTERLAYER 118" HS. GLASS MAXIMUM) MAXIML&* * • • • • • • • • • *(DUPONT BUTACITE) 3/8" NOM. 7/16" NOM. 13/16" NOM. GLASS STACK GLASS STACK GLASS r- STACK 3/8" LAMI NOM. 7/16 I�'AMI NCZbi. 13/16" LAMI IG NOM. GLAZING OPTION A OR B, NOTE-1- GLAZING OFTIZ):4 C q iF ,D, V.O_PE J•• GLAZING OPTION E, NOTE 1 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • I omctalwmHU �ac�yli�ic{ vftM 1Yr Florid• YA,dyrr� N•/6-aC2QJ_7 i]1AwrDelte-,�cT/ .et7 �1ft vred«� aft C ` R fV LL w z 0 a O Q �O W a� w J J L1.1 Q a o W p U) of5 LL : 0 a U 0O �r U) Z O < J = T p Z Lu _o In Q LL o 3 o S tF x0 a Z sJ �l Q rR $ LL A. L"N MILLER, PE, P.EN 58705 TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XX. O, 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 _ 6- " 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 93/4"XWDTH XXWDTH 6793/403° 371/2" 6° 713/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A 27 3!4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 1 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 :2 36 3!4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +AA 6 -66.6 +63.11 1 O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E 36 3/4" +75.01 -75.0 +75.0 -75.0 +75.0, -75.0 +75.0 -75.0 +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A B, C, D OR E HEIGHT X WIDTH XX WIDTH 66 - 79 3/4" 70- 83 3/4" 1 87 3/4" 91 3/4" 8° - 95 3/4" 2° 25 1/2" 40 47 3/4" +58.6 -58.6 +55A -55.4 +52.4 -52.4 +49.8 -49.8 +47.41 -47.4 271/2" 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" 553/4" +51.7 -51.7 +4&8 -48.8 +46.1 -461 +43.8 -43.8 +41.61 -41.6 26 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 26 331/2" 54 633/4" +43.1 -43.1 +43.1 All +41.5 41.5 +39.3 -39.3 +37.3 -37.3 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2' 60 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.01 -34.0 +34.0 -34.0 +34.0 -34.0 O WIDTH GLASS TYPES A S, 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 -J40 12 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 175.0 SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 1 -61.9 +59.0 -jl.0 SIDE LITE 21 314" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.01 -55.0 +52.4 -52.4 27 3/4" +52.9 j -52.9 +49.9 -49.9 +47.2 A7.2 +44.7 -44.7 +424 -41.9 361/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 + 4 -34.a 36 3/4" +34.0 34.0 +34.0 -34.0 +34.0 -34.0 +34.01, -34.0 + -34.® NOTES: 1. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (118- HS, .090 PVB, 3116" HS) C. 7/16" LAMI (3116" 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, 306" HS) 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 731/2" MAX. OXO WIDTH = 109 1,,12" MAX. XXO/OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 314" 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 = -67.61 -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 p • • CvO4JNECJION�EF•SECjIgN E-E, SHEET 5 FOR REINFORCEMENT • •• • • • • • •• • • • • ••• • ••• ••e • • • • • • •• • • • • s • • • • • • • • • e • s ••• • • • • ••• • • • • • • • • • • • • ►Kct°uc r �aevrs�o �Aauu.arM f6-b62q.f-f I� LL U a o w o O rn U- .6 10 fn w N` [V w OO (/) u U w z z LL €2 2' 10 U) 7 LL )n Nn zFy �40o^4 J �z 3 oao 0 o= z U .� It A. LYNN WLER. P E. P.E.A 58705 95 314" MAX. HT. TYP, 84 3/a" MAX, DLO TYP. :10 37 1/2" A �AX- "l 03, 109 112" MAX. 36 3/4' -- SEE NOTE 3 36 3/4' MAX MAX SEE NOTE 4 - ' oxo /13/4" MAX. -1 24 9/16" MAX. DLO (TYP) 10 3," 40" DLO EIGHT = HEIGHT -11 3/8 (TYP DLOWIDTH'X' =DOOR WIDTH -12 15/16" Di iD cl ic F -F. DLO WIDTH'XX'= DOOR WIDTH/2 -11 5116" SIDE LITE 1 318" DLO HEIGHT= HEIGHT 1 A DLOWIDTH=WIDTH -3118" f 0•0 0 0 0 0 x NOTES: 41 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2 FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND S. 9 000 000 000 1 SIDE LITES OVERLAP'X'AND *XX'DOORS BY 3/4" WHEN ASSEMBLED TO MAKV 09% 'OXO' IXX(y, IOXZ' AND 'V2'C:)NTGURATIONS. 4 REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE AP%LL-AB:ITY jjHE4FT 2). e 0 * 0 0 5. CLEAR OPENING FOR'X'ANDXX'DOORS AS FOLLOWS: (WDOORS =WIDTH -5046) q')0X'DOOR-DOOIR4WIDTFiV-*.07f) 0 SEE NOTE 4 143 3/4" MAX. ---- -MAX SEE NOTE 3 36 3/4' MAX. MAX 7 46 �41 (103 E E E� I-E SEE NOTE 4 SEE NOTE 4 oxxo 141 36 3/4"__ MAX, 33 5/8" MAX, pto (TYP) �G G 95 3/4" MAX. (TYP.) 84 318* MAX, DLO (TYP) DOOR 95 3/4" MAX. (TYP) . 1 9 PROOK f Rpvfsw A. N. 16 o b 2! 2 � LL to — 0 < m'08o 2 U5 i 0 !zuJ ui LL od 0 x co 0 0 b F- z I J 2: U) z z w 0 X o LL '- sa C5 > w LL Lu 0 z X L) L zoo 0 0 0 lz Z alffll-6 A LYNN MILLER, PE. pl 9 58705 'PROAVC.f REVISED 40;.__ . "`•, t EXTERIOR INTERIOR e�sdiq c.e. F-- ,� mac - , 71 ,,t ' —HEAD/JAMB : ,60 O o ~64;AT Q - 65U O s — CLEAR -COLORED SEALANT -� M4 p 10 EXTERIOR INTERIOR - W , ", _ J G� 631 0 — 0 L_ 0a `so I z O I' n MAX. Ol0 ;'_; :,^C -- MAX. MAX. DOOR DLO —.._ -.t . ::4 SIDE -- 62: LITE W U Z ('J HEIGHT HEIGHT —� LU LL Uj 1 [ R— .............................. Zj Uax SL VIEW G-G O 2 ' CORNER ASSEMBLY OZ 12 ... 40', i .. ... .. ..: DOOR SECT. A -A SL 13`, VERTICAL • : : • VEER-fICAL • • • .._........_..... • • • ..__..._.�..�__.._•. • • A LYNN MILLER, P.E. P. El SR705 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • '40/ -MA)C'XX* WIDTH _MAX.XwmTH - H{}R[Z 7�amows,�� `" mwnAwoxonsp^owo [w�' ` - ' MAX. / \ � �(2o`mer*o�xIm�zAwo —»Lo^- -- ` -- - --worsa ,u� (o�l !n2} '- ron^»�4�I°°° °°°SLSECT FF \v�/ SL�@E{T�E-E `� ' ° ° ° ° ° ° ° ° ° � ' HUR|��(OOO�NVS|[EL|TE °°� �° - �°° �° ° °��} (S|N��LESIDE UTE) r ww�Suwmr* -- / / INTERIOR _ 20 �'T«»tjc' LL 10 LLJ ul od Z UJ of 4 NA Cif om LL � ^m=MILLER. P.E "°w70 ITE7# DWG # PGT# DESCRIPTION 1 9438 60411 FRAME HEAD 2 1010 60300 WSTP.,Q-LON„.190 X.375 HIGH 3 7070 87070K BULB WEATHERSTRIP .187 X.300 HIGH 4 955 7956X FLUSHBOLT STRKEPLATE 5 938 7938X 2 PT. LOCK STRKEPLATE 6 9% 7956A FRAME HEAD STRKEPLATE BACKING PLATE 7 7832X12FPXP #8.32 X.500 PH. FL. MS - S,S, WISLICONE PATCH 8 996 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 9 19w 70M GASKET (BETWEEN HEAD& FRAME JAMB) 10 952A 853W 16 IFILUER HEAD ADAPTER 11 11000 611000M JOUTSWNG THRESHOLD 42 1670 671670 iWSTP, ,3% RD FOAM FILL TSLOT AMSBURY#32011) 13 11004A 611004M OLITSWING THRESHOLD CHANNEL COVER 14 IIWIA 411OOiA ACETAL SPACER.055 NHOUSE INJECTION MOLDED) 15 11002A 411002A ACETAL. SPACER .M (MWOLISE INJECTION MOLDED) 16 11003A 411003A ACETAL SPACER .140 ("HOUSE INJECTION MOLDED) 20 9150 W300 FRAME JAMB (OUTSWING) 21 1010 60300 WSTP..O-LON .190 X.375 HIGH 22 6606 66MOM REINFORCEMENT, 1,000X2.75OX0.650, 6061-T5 23 11140 76X112PSATS #8 X 1.500 PH SO A TIS 24 1048 71048 JAMB SCREW COVER CAP 25 930 41721N STRIKE PLATE INSERT 26 tii8 710Kf40FA WiWIF50 PH. FL. SMS 27 7070 67070K BULB WEATHERSTRIP .187 X .300 HIGH 30 9100 fietO DOOR PANEL, TOP d BOTTOM RAIL 31 811E 891/ DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 li lift f1058FP W,B_ #10 X.625 PH. FL. SMS 34 913A 80378M TRUSS CLAMP 35 ' 130 6TROOA 5116-16 THREADED ROD 36 990 7990N UTA 5(16.18 FLANGED HEX NUT 37 914A W372M _ WEATHERSTRIP CHANNEL 38 7834FPT #8 T.7 PH FL. TEK 39 997 _ 70997 GASKET BETWEEN PANEL tEADISLL d PANEL STLESj 40 1023 67W4G WSTP., 187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. (NACTNE PANEL ONLY) 42 1145 7OX12FPAW 06 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) _ 44 9838 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 19848 6964 DOOR PANEL ASTRAGAL 2 OUTSWING) 46 1213 60200K WSTP.,Q4.ON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY, (41707 & 41708) 48 1139 7634F #6 X-750 PH. FL_ SMS _ 49 982 F02PTAY 2 PT, LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 930 41721 STRIKE PL. INSERTQNACTNE PANEL] 52 931 7FRSPX DEADBOLT STRIKE 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 80 920D 6820D SDELITE HEADER 61 921D 6921 SDEUTE SILL 62 916B 60381 SDE[f JAM8 63 1155 781PQA #8 X 1. WO QUAD PN. SMS 64 _ 998 7998 HEAD GASKETS (STOCKING 070998) 65 9% 7999 SILL GASKETS (STOCKING #70999) 06 934A 61641M SDELITE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 1 712663K SETTING BLOCK, 3(32' X 114' X I- W/PSA 71 71267K SETTING BLOCK, 116' X tiZ' X 1- WIPSA 72 4222A 64222 BEAD, Ti16" 73 988 8988 BEAD, 318'---_--- 92 DOE 64W6 BEAD, INTERIOR 93 1224 6TP247 SULB, THICK (USED IN EXTRUDED BEAD) --- 94 GLA21NG SILICONE, DOW 899, 983 OR EOUNALENT 95 GLASS, 319' LAMI - 118' A, .90 PVB, X16' HS 96 _ GLASS, &W LAMI. 118' HS, .90 PVB, 308- HS I 97 GLASS, 7116- LAMI -11W A..90 PVB, 311W HS 98 GLASS, V16" LAMI.3116' HS, .90 PVB, 3118' HS 102 11006A 41106A ACETAL SPACER.295(INHOUSE INJECTION MOULDED) 103 OFF -THE SILT DEAD BOLT LOCK SILICONE STRUCTURAL 1!4" NOM. POLYISOBUTYLEN-- WITH DESICCANT 1- j EXT. GLASS X �- • (;,j J Y J J/1 i -TNT GLASS -t KODISPACE 4SG TPS HOT -MELT BUTYL STRUCTURAL SILICONE FOAM 3116'NOM. WITH DESICCANT+ '•>,-, EXT. GLASS—) ; • i � J INT. GLASS e , SUPER SPACER "•' NXTT. ALUMINUM _ REINFORCEMENT POLYISO- DESICCANT FILL. AREA (' 'NCM. SEAL lt-ter BUTYLENE rcy•K-4) 5/18"NOM. BUM & 2 SILICONESEAL ROLL-FORMEDDESICCANT -,(` r.STAINLESS STEELFOAM /-. • I t. � EXT. GLASS F ! I� a I • � EXT GLASS! F J , F F•- TNT. GLASS INT. GLASS DURASEALR XL EDGE' SPACER `-'SPACER Part # Description Material 80 Kommerling 4SG TPS Spacer System 81 Quanex Super Spacer nXr With Hot Melt Butyl See this Sheet for 82 Quanex Duraseal Spacer Materials •83• oaNinaIJC.E Spacer •• ••• • • • • • • E N T , E gTS: F - 77 8968 & 8970 • • • • • • • • • • • ITEMS # 17-19. 2C & .56,90B, 69, 74-70 84-91 099-101 ARE PIOT USND AND ARE NOT PART OF THIS APPROVAL. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VRDDUC 1- REV mEL �P4Y748 •.b 1I1f FIn v4. b".5 C d. An 9b' N« tL -G[ 25. 17 E4lia4y� IAae t.�? A. LYNN MILLER. P.E. P.E.# 58705 r ---1.750 4.726 4.1.00 .062 --. .. DOOR PANEL DOOR PANEL 30' TOP & BOTTOM RAIL 31 , SIDE RAIL 6063-T5 6063-T5 - 3.655 - 3-111 r ................... 550 u 1.400E 1 FILLER HEAD ADAPTER 0' 6063-T6 --3.000-_ I 1, 272 1.479 ._'_, ..._...1._. _ 050 FRAME HEAD 6063-T6 050 - 079 1.489 489 i OUTSWING THRESHOLD 6063-T6 - .._ 750 1 _.. 1 4,726 4.100 .062- 4.675 DOOR PANEL 44' INTERIOR ASTRAGAL 6063-TS --1.500 -+ -.125 .750 1 11, TRUSS CLAMP 34; 6063-T5 - .558 .68 3,1�� 050 1 � 1 3/8" GLAZING BEAD 736063-T5 _ 1100 "I r7m 1.479 T 6.085 i i 5.459 0 .075 �__..._ .075 • • • • •• . • .1 • • • .758 • • • • • • • • • • • �-t i.100 ._ ___ ... 6b• SL/IEADER• • • • • ,, SL SILL , 6 of6 . • . •611 • r' • • • ' • %063-T6 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - 1.750- - 1 4,726 062 - - 4.675 4.100 _ t i t - .. DOOR PANEL 45'' EXTERIOR ASTRAGAL --' 6063-T5 .525 050 ,683 t 1 1 7/16" GLAZING BEAD 72, 6063-T5 1 I I 1 480 1 3.000 .050 DOOR FRAME, 2O` JAMB 6063-T6 f- -1.578 .890 �- I .050 3.000 621 SL JAMB 6063-T6 �! .830 5.212 4.586 2.980 1 1 .050 - SLJAMB 66i ADAPTER 6063-T6 O50 1.620 250 WEATHER 37.1 STRIP CHANNEL 6063-T5 0.375 /o. 2.125 -__.12s HINGE 32 ; 6063-T5 .172 050 .683 1 1.092 IG GLAZING BEAD 74 ' 6063-TS .504 rl .360 .055 OUTSWING THRESHOLD 3 , CHANNEL COVER 6063-T6 �__._.. 2.750 1.000 650 -- 1 -.125 22 ; TUBE MULL 6063-T5 PROMO f REVVI§gn -10 we Fl.,h . I� LL U K n¢. $o J U.1 O U) LL ot5 O �ti O tiZ � �Z z Z ZLU in- L O �u- �W Q A. LYNN MILLER, P.E, P.E.7 58705 I HEAD ZONE "C" HEAD HEAD —zONE-D-ZONE -D- � ....................... < z X tu Z z Xx Lu Z2 0 0 0 N N m ca SILL ---ZONE C" SILL SILL ZONE `D" 'ZONE -D" SEE TABSHT.9 TABLE 3...,_. -- SEE, TABLE 4., SHT. 9 HEAD HEAD HEAD ZONE ZONE -F ZONE Lu Lu z oxO OZ ---------- < SILL i SILL } ZONE__ZONESILL ZONE"F —+- "E' SEE TABLET. SHT. 9 NOTES: HEAD HEAD HEAD ZONE "EZONE -0-__tZONE -E-1 .. w w 0 2 Lu XO OR. OX 0 z 0 z 0 z z N N N co co co < < SIL SILL SILL I ZONE 'E" ZONE *D- ---'-ZONE -E"-' SEE TABLE 5,, SHT. 9 SEE TABLE 6.. SHT. 9 =MINIMUM JAMB ANCHOR LOCATION. - =ADDITIONAL JAMB ANCHOR LOCATION. EQUALLY SPACED AS REQUIRED PER TABLES 3-7 ON $I IEET 9, HEAD HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE ZONE ZONE "F---r ZONE -F T ZONE1 I— ZONE -D"__t_ZONF ..F---rZONE I r . E* ANCHORAGE SOLUTION "E' "E" . . . .... . .. . ......... .......... FOR A CONCRETE OXXO INSTALLATION ul z o XXO OR OXX ZW .0 z 0 OxxO z 0 N N N N m m m sli,6 SILL? SILL • SILL �ZONE SILL SILL SILL ZONE ZONE"D" — I. AZOWEW.. •ZONE ZONE "F" ZONE "F' SEE TABLE 7. SHT.._9 to EXAMPLE OF ANCHORAGE FOR A 71314" x 83 3/4XX* DOOR, 0 00 .......... ___ ............. WITH 19'x 83 3/4" SIDE LITE§_(SEE SOLUTION AT RIGHT) A. 19* x 83 314"SIDE LITES "B"AND "E* ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS, B. 71 3/4" x 83 3/4" XX DOOR ZONE "I" 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 1. APPROVED ANCHOR TYPES ARE: 1.1/4"ELCOT CO S 2.114'ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.#12SCREWS 2ANCHOR QUANTITIES ARE BASED ON SPACING- K 919 (4- M114%0:� A CONC.R%E.k%N D.C. FOR CMU): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13 1/4- MAX. FROM CORNERS ANO 291/8"WAX. O.C. o 0 * 0 0 0 HEAD & SILL OF DOORS: 6" MAX. FROM CORNEFV.9- MU, FROM ATRA�41_ CENJI?V A:40:0 7/8' MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS A&D 24 314-44AX. O.C. __ - ..... ....... __ ...... ..... 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. 0:0 r MtoDLl(:rRF,vWFo --plywc.ilk the S.M. T."di" C." -7 LL U) 0 (o -tr 6 0 (L o 0 C) LU z LL 0ott 0 0 00 — m UJ UJ 0 LuS z Lu o z LLJ Of — 0 LL C) 43 u Z < < U_ A.LYNNMILLER. P.E PEO.87'X TABLE 3. X DOORS TABLE 4. XX DOORS TABLE 5.0 SIDE LITE TABLE 6. XO & OX TABLE 7, OXO, XXO, OXX (ALSO X DOOR OF XO & OX) & OXXO GLASS TYPES A. B. C. D. E GLASS TYPES A, B. C D. E GLASS TYPES A. S. C. D. E GLASS TYPES A, B, C, D, E GLASS TYPES A, B. C, U, E ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE & SUBSTRATE 2, 3. WOOD t 2. CONC & SUBSTRATE 2,3, WOOD 1,2, CONC & SUBSTRATE 2..3, WOOD 7,2, CONC & SUBSTRATE 2,3, WOOD 1:2. CONC & SUBSTRATE. 2.3. WOOD 1,2; CCU DOOR WIDTHS L A ZONES! ORWIDTHS _ "XX" - 47.7 ES WIDTHS "O" - 10.75 LOAD20NES DOOR WIDTHS LOADZONES DOORWIDT}iS LOAOZONES 'V - 25.50 . .....1'� -- ; "X" • 25. "X" - 25.50 '.. TO 37. > ` iN > = TO 36.75 TO 3T TO 37.50 ILL (U ^! mj4 w I W' W W Ul W I b i its b' I U y a ajk WNW u�3>�w3ai m < Z a�6ig f a ¢Is ro 7,.�sm�� aun = mj la x = =� =wN x iyx w SIDE =i�� =tom Q lx x WIDTH � . WIDTH xHTOWIDTH 1 0 O O LITE x HT WIDTH O OixKx LITE WIDTI zHT. O O K px 0 K 25.50 z 79.7 5 2 7 4+ 2 3 47 75 x 79.75 4 3 1 6 4 l 2 3 10.75 z 7975 4 1 4 1 10.75 x 79.75 4 2 4 2 F 10.75 x 79.75 4 2 4 2 JI &3.7 83.75 83.7 83.7 4 2' 4 2 83,75 5 2 7 4 2 i 3 5 4 7 4! 2 3 4 1 4 1 4 2 4 2 87.75 87.75 67.75 .....1 87.7 C 87.75 5 1 2 7 4 2 3 5 4 7 4! 2 3 4 1 4 4 2! 4 21 4 1 2 4 2 91.75 5 2 7 4 2 3 917 5 __4�f 7 4' 2 3 91,75 4 1 4 1 91.7 4 2! Q 4 2! O 91.75 4 2 4 2 95.75 95.75 95.75 95,75 s L 1 a LL 95.75 p g 0 p 6 2 7 4 2' 3 5 4 7 4 2 3 4 1 4 1 4 2' 4 2 412 4 2 4 2 4! 2 27.50 x 79.75 5 2 7 4, 2 j 3 51,75 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.75 4 21 12.75 x 79.75 4 2 4 7 4 2 3 4 2 4 2 4' 2 4 1 2 83 7 5 i 2 7 4! 2! 3 83.75 5 83.75 83.75 4 21 w m 83.75 4 2 a 87.75 87,75 87.75 87.75 m m 87.75 CD4 5' 2 7 4 2 3 5 1 4 7 4 2 3 4 2 4 1 2 4 2' 412 4 2 772 91.75 6 7 4 2 5 91.7 5! 4 7 4 2 3 91.75 4 2 4! 2 91.7 4 2, F 4 2'4 91,75 4 2 I j 4 2 95.75 _24 6 2! 7 4 2 1. 5 95.7 95.75 1 2 95,75 4 2' p LL 4. 2 4� 2 i aO LL 95.75 as 4 1 2 a a 6 4 1 7 4 3 5 4 2 4 4 1 2' 29.50 x 79,75 5; 2 1 0 4' 2 l 3 55.75 x 79.7 5 1 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.75 4 3 19.00 x 79,75 4 1 3 4 2 83.75 83.7 83.75 83.75 V) W 83.75 W W 5 1 2' 8 4 2; 3 .5 _4 7 4, 2 3 4 2 4 2 4 3 4 2 4 3 4 2 .6 , 2 8 4 2, 5 4 2 4 2 4 i 2 87.7 87.T 5 4 7 4 1 2 3 87.75 87,T 4 3 4? 2 F 87.75 4 i 3 Q 91.756t2 91.7 91.75 91.7 < i 91.754'.3t= = ........ 8 4 2+5 8 4 7 4 3 5 4 2 4 2 4 3 412 4�2 95.75 95.7 95.75 95.7 O a a 95.75 ...,,,.... 41 3: 4 i 6112 B 4 2: 5 6 4 8 4 3 5 4 2 4! 2 4 3 4 2 4 1 2 31.50 x 79.75 5' 2 8 4 i 2' 3 59.75 x 79.7 5 5 8 4 2 1 3 21.75 x 79.75 4 I 2 4 2 21.75 x 79.7 4 3 412 21.75 x 79.75 4 3 4 2 83.75 83.7 83.75 63.75 = = 83.75 0 6 2 8 4 2-- 5 5 5 8 4; 2 3 4 2 4 2 4 3 412 4 3 4 2 87.7 87.7 87.75 87.7 = 87.75 6 2 8 a; 2' S 6_ 5 f_.. 8 4 j 3 5 4 4 2 4 3 412 4; 3 4; 2. 91.7 91.7 5 1 8 9175 .. _2.._ 2 4 2 913 4I2 = 91.7 5' 3 p 4 2 0 612 8 412',' S 6 41 3 5 5 5 3 95.75 95.75 6 I 5! 8 4 1 3 5 95.75 95.75 y 4� 2 2 y 95.75 WWI4 m W m 7, 2 10 4 2 5 5 2 4 2 5 3 5 3 2 33,50 x 79.75 6 j 3 1 8 4 3' 3 63.75 x 79 75 5: 5 8 4 2 3 27.75 x 79.75 5 2 4 1 2 27.75 x 79,75 5 3 4 2 27.75 x 79.75 5 3 4 2 83.T5 3 5 63.75 83.75 83,7 4 2 Z 83.75 ++I 4 1 2 F 6! 3 8 4 6 5 8 4 1 3 5 5 2 4 2 5 3? 5! 3 6 3 8 4 3 5 6' 5! 8 4' 3 5 5 2 4 2 5 3 5 3 4 1 2 87.75 87.75 87.75 87.7 'Y 4! 2 a 87.7 g i 91.75 91.75 91.75 91.7 w 4 3 w 91.7 7 3 10. 4 3 5 6 5 8 4 j 3 5 6 4 2 6 3 6 3 4 1 3 95.75 95.75 95.75 95,7 6 3 J m J m 1'- 95.7 6 3 W E .........- 4 3 4 1 3 E 7 3 10 _ 4 31 5 7 1 ___........_._ 6 10 4 1 3 5 .._......_ 6 i .2 2 4 2 4: 3 35.50 x 79.75 6 i 3 8 4 31 5 1 67.75 x 79.75 6 5 8 4 3 5 36.13 x 79.75 6 3 4! 3 36.13 x 79.7 6 4 4 3 36.13 x 79.7 6 4 83.75 83,7516 a 15 83.7 p 4 3 p 83.75 i Z 6, 3 8 4 3 5 __._ 5 8 •' •5• 6 •! 4• 3 6 4 B- 4 4 i 3 87.75 87.75 •• 8T75 87.7 7 5 LL Lei 87.7 ....... 7 S I 4 4 Q 6 j 3' 8 4 3 5 6 5! 8 R 3 _-__ 5 7• b •4 3 4 3 4 3 91.75 91.757: �9175 91.7 p p 91.7 4l3 rc i3;10 4!3 5 8 i10 4;� 5 7; 4 3 7 5 4 3 7'5 95.7 95.75 •• 95.t 95.7 U < 4 3! V < 95.75 = Q = 7 3 i 10 4! 3 5 7! 6 10 3 •5• 7« 3 •4• 3 7 5 7' 5 4 13 37.50 x 79.7 6. 3 1 8 a 3 5 71.75 x 79.75 6' 5 8 4 3 5 36.75 x 79.75 6 3 4 3 36.75 x 79.7 6 14 4 3 36,75 x 79.75 6! 4 1 4! 3 83.7 83.75 83.75 g 83.75 6 1 4 w yt 3 8 4 3 5 6 5 9 4 3 i 5 6 j 3 4 3A87 4 4 3 4 3 6 5 35 7 4 5 4 3 7S �7;311 1C 4 3 5 87.75 8't s _87753 87.75 do 10 4 3: 591.75 6i 10 4 i 3 w 5 7! 31 •} 3 5 n4i 91.753 • 9t. U' 4 i 3 y 91.75 T 59575 95.75 • 95. • ' 9575 10 4, 3, 5 7 6 10 3 •�. •5 7 3 �4 3 5 4! 3 7 5 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • APPROVED.ANCHOR.TYPES: 1. 1/4" ELCO TAPCONS 2, 114" ELCO SS4 CRETE-FLEX MASONRYANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8, PROUL'C r Rf-.VMEV bttdi � wi+i tr. Mrlac •! .14 ftplrat{M, /w �ta�! x tx t 1'1 `L 0 LL � a U O o U) a O 8 i - to co (n $ O_ Q ~ LU p N w Gl QLL $O O 4i at O Q 0) c � ~ & z U xz 0 W O L O P _ 0 8 .4U Q Q LL 3 A. LVNN MILLER. P.E. P.E # 587M 2X WOOD 1 3/4 1 3/4" 2X WOOD 1 3/4" BUCK, NOTE 2 3 d KSI MIN. CONIC. MINED. MIN E.D.li BUCK, NOTE 2 3.4 KSI MIN. CONIC. MIN E•D 1 314" MIN. E.D. ,I _ _�_ BUCK, NOTE 2 t 3/ __ TYPE 1 1 318" TYPE 1 _.._ tX WOOD - 1 314"; PE 2 BUCK. NOTE 2 1 3/4" TYPE 2 1 1 3/8" 1 3/8" MIN. - ^-- MIN, I --- .. 1 114" MAX. - - - -- ..._._ ,.�.............1/4"MAX. 1/4"MAX. r'L': SHIM SHIM WOODEXT " ; SHIM SHIMiANCHOR � CONIC. EXT L._ WOOD CONIC. TEXT. I_t TYPE 2 OR 3, - ANCHOR. Ir•s, ANCHOR, ANCHOR - NOTE 1 1 -- NOTE 1 � TYPE 2 OR 3. . 1 1/4" TYPE 1 OR 2 (CMU) NOTE 1 DOOR HEAD (WOOD) DOOR HEAD (GONG) .11 _1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 1 3!8" 1/4" MAX. 1 3/4" TYPE 2 (CONC) 114" MAX. SHIM MIN. SHIM '-� - 1 1/4" TYPE t OR 2 (CMU) WOOD ANCHOR ON rw STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 EXT i 1!4 MAX. SHIM •1 3/4" MIN. E.O. -' 11 MAX. SHIM 1 3/8' MIN. 1 3/8" TYPE 1 (CONC) :' ', 1 1 3/4" TYPE 2 (CONC) _ • ' ._ , �, ,...,. .. ANCHOR, ., ...' ,. I � :MIN. E.D. ,:..•.,. �`: CONC WEP.- ... NOTE 1 1 ANCHOR ;, I • 1.5 KSI MIN. CMU OR ON -- STAGGERED --._ i .,` • i 1 I -- WOOD I .......... 3.4 KSI MIN. CONIC. CENTERS, yr I' J -TYPE `- L2 ANCHOR. 1 3/4" MIN, E.D. NOTE 1 ° 1 3/4" MIN. E.D. I � 1 OR 3. 2X WOOD ! EXT 1X WOOD BUCK 2X WOOD 1.5 KSI MIN. CMU OR _..__: NOTE 1 BUCK, NOTE 2 NOTE 2 3A KSI MIN. CONIC. BUCK, NOTE 2 1 X WOOD BUCK. NOTE 2 - EXT. DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) ...... . WOOD ANCHOR TYPE 2 _,- CONIC. ANCHOR, r.OR 3, NOTE 1 NOTE 1 WOOD ANCHOR TYPE 2 OR 3 NOTE 1 i- GONG. ANCHOR, NOTE 1 - - — 1X WOOD _ EXT EXT. BUCK, NOTE 2 EXT. EXT j NOTE r -114" MAX. --1l4" MAX. 1/4" MAX -�- 1/4" MAX. SHIM SHIM SHIM I 1 3!8" MIN. 1 318" TYPE 1 2 _ 1 3/B-tMIN. L 1 314" TYPE - 1 1 3!8" TYPE 1 1 , y 1 3l4" 3.4 KSI MIN.._ 1 3/4" TYPE 2 3.4 KSI MIN. CONC. ; CONC. 2X WOOD BUCK, NOTE 2 MIN. E.D: 2X WOOD BUCK, NOTE 2 ......... ...- DOOR SILL (WOOD) DOOR SILL (CONC) MIN. E D ! - -- SIDE LITE SILL (WOOD) SIDE LITE SILL (GONG) NOTES: • • 000 • • • • • • - 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUCTY, USE 4NO 4M:D/)E:;0:N'tV APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4, SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINWIUM DOWANOCE4FROMEE10TE1t OF40.NCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE 912 SCREWS: G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-Fj.VAtf44R1j3EtQLlD t3llt Mj%(YYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 IQ" THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHE NMATERIAL IS Ne7REQ *WD IF UCED, NON -SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF TOE:ILL IIAT IS NOT?IGH: TO THE+5Uj1S_:2ASE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD. 30# FELT PAPER OR MASTIC IS REQUIRED BEWWEBN THIt GOUT AND WOOD WBSWi Ai'E. OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • • • • • • • • • • mloa c r REti IM r. -.14)HI&I et: th, FIM" bndins Ced. Expirabe ilau h!� o{� Y LL o V o v a k o R 2 - to (n H $O f J QO zj5 06 O w O J_ Q O U t- Q C $ f- w U xZ Z w of !g O u O Q g0 as =) a u- z b /19[t6 - A. LYNN MLLER, P.E. P E.s 58705 �k, MDiADE MIAMI-DADE COUNTY • PRODUC'T CONi'ROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street. Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE fNOA) — ww•w.miamidade.;ov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FI, 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the high Velocity IIurricane Zone. - DESCRIPTION: Series "PW-701/720/820" Aluminum Fixed Window - L NI.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through I of 11, dated 04/12/13, with revision B. dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County .Product Control Revision stamp with the Notice of Acceptance number and. expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant .... LABELING: Each unit shall bear a permanent label with the manufacturer's panie,or IogC j40, state,,,,, model/series, and following statement: "Miami -Dade County Product Control Appwwed: , unlemeotherwise .' . . . noted herein. ...... .. . ...... RENEWAL of this NOA shall be considered after a renewal application has been*Tfenoand there'lias been.,..; no change in the applicable building code negatively affecting the performance of this"roduct.: o o o e e TERMINATION of this NOA will occur after the expiration date or if there has &*%4 .rcvis" oschangob.:..' in the materials, use, and/or manufacture of the product or process. Misuse of this 1NAA as an endursemenb • • • • • of any product, for sales, advertising or any other purposes shall automatically te4-RM% this NOA. Failure 1, to comply with any section of this NOA shall be cause for termination and removarof NC7A. ;...;. .. •• 0: ADVERTISEMENT: The NOA number preceded by die words Miaini-Da»1;, e*nty; F jl da, and • • • % followed by the expiration date may be displayed in advertising literature. If any portion of the 30A 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# 15-0528.26 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 t Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA lVo. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal" spacer system, Super Spaced' NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., 'Test Reports No. FTL-8717, F'TL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by ldalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test; per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 .... 6) Forced Entry Test, per FBC 2411.3.2.1, anq TAS 202-44 • • • .....0 along with marked -up drawings and installation diagram of an ttim.1hum fittOo. • window, prepared by Fenestration Testing Laboratory, Inc., T eostleport No".' FTL-7212, dated 03/21 /1.3, signed and sealed by Marlin D. BriysQQ, P.E. � � • • • • (Submitted under NOA No. 13-0502.03) .... """ . ..... 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94• • • • • • • • • • .: • •' 2) Uniform Static Air Pressure Test, Loading Dtr FBC, TAS 202-94 •' • •; • 3) Water Resistance "West, per FBC, TAS 202 4) Large Missile Impact Test per FBC, TAS 201-9; ;' • •' • 5) Cyclic Wind Pressure Loading per FBC, TA620;-94 •... :"": along with marked -up drawings and installation diagram of an aluminum fix�cl window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, Y.E. (Submitted under ArOA No. 03-1105.01) / Man el Pe ez, P.E. Product Co trot " -aminer NOA 6-0629.14 Expiration Date: February 1.9, 2019 Approval Date: August Opt, 2016 E; - I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCL-LATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller; P.E. (Submitted under previous A'OA IV& 1 S-0528.26) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butaciteg 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 SentryGlasg (Clear and White) Glass Interlavers" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-1.4271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI.. *;; c) ASTM D39513 "1'est Methods for Rubber Property—Compres4k-) i Set �`or��HKS ...... 158°F. .. . •• • d) ASTM D 624 Test Method for Tear Strength of Conventio;W.oYp canizecl Aubber* • • and Thermoplastic Elastomers of 143 lb/ in. 0000 : " ...... .... . ..... ...... .. . ..... .. .. . .. ...... . . . . ...... . . •••••• . . Manuel Pere, E. Product Control F am' er NOA No. 1 9.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t° Edition (2014), dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA IV& 15-0528.26) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0528.26) 3. Laboratory compliance letter for "Pest Report No. FTL-7212, dated 03/21113, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.26, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 07/09/15 and expiring on 02/19/19. . . .... ...... ...... .. . ...... .... . ..... ...... .. . ..... .. .. . .. ...... . . . . ...... f Manuel e E. Product Contr l Exn iner NOA No. 629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E - 3 GENERAL NOTES: SERIES 7201820 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY W-TH 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 3V IN THE HVHZ. THE OUTBOARD LITE (CAP) MUST TEMPERED. 3i FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN I.Q-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 1.112' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLA71ON IS THE RESPONSIBILITY OF THE ENGINEER (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE. MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGrrLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 114- 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 STRUCTURALICYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURA iCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E 13D0. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-ti3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES'. TEST REPORTS FTL -3835, 3850 & 7212: ELCO ULTRACON NOA. ELCO CRETEFLEX NOA: ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM. DESIGN MANUAL. 101 THE 720 SERIES USES A PVB INTERLAYER. THE 820 SERIES USES AN SG INTERLAYER THE 7220 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. 48' TIP -TO -TIP WIDTH --- 47' BUCK WIDTH-� 4411/4" VISIBLE �( i LIGHT WIDTH I� 6' MAX. +8, SHEET • 95, SHEET 6 SHEET 6 BUCK SHEET 7 --- ! HEIGHT 4 L_ 1 - 92-114" 72' MAX I. VISIBLE 12' MAX. O C I ,) LIGHT D.C. HEIGHT 96 TIP -TO TIP HEIGHT I I r-B 6" ` - h.. 12"MAX. O.C. 6, MAX. SHEET6 61AX. TYP. FLANGED FRAME ELEVATION (TESTED.UNITZ GUIDE TO SHEETS' GENERAL NOTES._. ........ . 1 ELEVATIONS ....... ..................... t GLAZING DETAILS. ... ...... 2 5 DESIGN PRESSURES.. ......... 2 5 INSTALLATION FLANGE.. 6 INSTALLATION, EOUAL-LEG 7 INSTALLATION INT. FIN A 8 INSTALLATION, INT FIN B 9 CORNER ASSEMBLY......... ... 10 EXTRUSION PROFILES ............... 11 PARTS LIST.- .......... ... ..._.. 11 FIGURE 1; 12"OC MAX. 12" O.0 r. L AC MAX. i,! _V ,L� DESIGN PRESSURE RATING IMPACT RATING VARIES. RATED FOR LARGE & SMALL SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE ...e - 48" BUCK WIDTH -.-' 48- BUCK WIDTH 45-V4' VISIBLE _ I 45-1/4' VISIBLE. LIGHT WIDTH LIGHT WIDTH 6' MAX. F SHEETS 2' MAX. -D. SHEET 7 I --"H RHFFTQ I TYP• 0 ♦ • • • • • • • 0 * t : • • • • Sheet a 1 7118"Lami Y1 An-. -♦i/16"BLS)• • • • 2 2 7i16' Lamt (3,16' - PV - 16' ) • • 2 3 1-1116' Lami. 1G (311W T - 7116- Air - Y16' An -.090 PVB - 3116 1!SIL 3 4 14/16'Laml. 1G(3/16'T• 7/16'At-3/16'HS-.090"PVB-3/16'HS) 3 5 7/16" L—i (3116An • 090' SG - Y16' An 4 8 7/16' Y1 090' 8' • • • 4 7 1-1//' i. IG t8'T-7116' -Y76' •.09C'-al6'1ln • 5 8 1-tt/B'♦,a�i. Ka 16"T 7/1- s-Y18' -.0 16' S I =D —I SHEET 7 TYP. EQUAL -LEG FRAME ELEVATION (TESTED UNIT) -SG'.'KU SEtCfRYGLA5 IN1@HLA Y IlhP bT rtVr�.rt 16- wl ^ - "PVB' ='K AY BUTACITEX PV8gNTERL*ER' BY KURARAY AMER'CA !NC. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 "'- C I E, SHEET 8 SHEET 7 ; G. SHEET 9 96 BUCK HEIGHT 93-1!4' t._....... VISIBLE 5" MAX LIGHT C.C. HEIGHT m E. SHEET 81 GfHEET 9 93-114' VISIBLE LIGHT HEIGHT BUCK HEIGHT IjI r- ! F— , SHEET 8 12- MAX. O.C. ' H, SHEET 9 2' MAX __ ' �-►— 5- MAX. O.C. TYP. FIN FRAME ELEVATION„ (TESTED UNIT) SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5, ANCHOR SPACING TO BE 6' MAX. FROM CORNERS AND 12' O.C. MAX. FOR ALL CURVED FRAME MEMBERS. SEE FIGURE 1. THIS SHEET. _..__ WIDTH--=--•{ WIDTH I. WIDTH-y. "".. WIDTH +- Ci #, m w w w Z x = ; Ir► WIDTH WIDTH -Y. WIDTH WIDTH -�-I T y r u-, wx j 1__-1 1I. -WIDTH - '�+- WIDTH }►- WIDTH -i WIDTH - - --� ►i r SE w w) ui R 0 m n>y u N 0 o 0 v co UO A A d (V W J O J N J 8 Z LL V) LL 1D Z r i+3 y~ 9 6 W 0 U U X W -20 2 OD p rn W OP v �z l.z ° O > W 0 J F- J W S Z -a t- to W Z 0 Z Z a• ' NN IT u o w Q z w X da LL W u ." , T. 111 A. LYNN MILLER, P.E. RE . 58705 I Window Design Pmssure (+l-, psf) for Glass Type f Lang &de(m) 67.718 72 76 1 80 84 88 92 96 100 104 1 IWI12 30 +i80 +1.80 +1.80 +1.80 .180 +140 +180 +1.80 •180N+i734 +!80 32 +180 •Lao .180 �i-80 •!80 __+1-80 •1.80 +!.60 +t-80 +1.80 +!80 34 +!$0 +?.80 +/80 -1-80..... +t80 N-w •I-80 +/80 +1-79.4 36 +!.80 -180 +1.80 +1-80 +180 +n80 +1.79 7 +f.77.2 +!.75 t .i.72.2 38 +t80 •!80 •--80 .1-80 +180 +1.781 +i75.2 +1-725 +t.703 +!86.3 w +1.80+180 +!_80 +e-79.8 +,'-772 +t-74.3 +r-7t.3 +78T9 .1-01 .1-61.6 42 .180 .1.80 +180 +i-774 •! 743 +i-71.3 +i88.2 +'447 +1816•!-56.2 44 +/80 180 1.789 1-75.4 •t72.1 +!889 1-656 +1-622 •754.7 46 +f80 +180 1'77 2 : 73.6 +1 70 1 . 688 i 63.5 .i80.3 +1-7.7 v 48 +'80 +!-79.3 '-75.6 - 71 9 { +188 3 +,-64.5 _ +t-58 2 a, 50 +!80 +a77 5 i.741 ?-70.3 +t 66.7 .i83 t . +, 59.7 r p 52 .1-79+ +1.756 t-12.4 •188.8 +IL5.1 St +1-77 4 1 +1-73 8 +i-70 5 +147.3 +1835 - 56 +/-758 1 +02 .;-m6 +1.65.3 . 58 _ +i.74 2 +i 70.3 H86 6 +1-712 +i87.1 r i81 .!87 7il6' LAMINATED _ ---� GLASS STACK .090' PVBINTERLAYER i"j•.- 3116' HEAT STRENGTHENED GLASS 3716' ANNEALED GLASS •� i II USED AT CURVED 1 t t FRAME MEMBERS ONLY �}+ i I mII- O C MAX '• LONG BIDE -� GLASS SITE j T�J�z'SHORT 4p EXTERIOR I- SIDE C �� , 120 113i� GLASS TYPE 1 NU!"! 1) SUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT i• FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Window Design Pressure (+/-, psf) for Glass Type 3 Lang S,de (m) 67.7!8 72 76 80 84 88 92 100 104 109-i!2 30 .!80 +!40 +i-8U +?.80 +14W •i.80 .,v +i.gp •18D +!-80 32 +1.80 I +180 .i-80 .!-80 +fm 1-80 +i-90 +f.80 +i-6034 .1-80 •!-80 •;8G 4,-80 +!80 .1.80 -I m +i.80 .180 .1-60 36 0-80 +140 +i 80 •!.80 +t80 +f40 +/.80 FJ +180 +18D •!-8038 •t80 +18D +180 +l 80 •f80 .1-80 .1.90 79♦ •;76.4 +f-74.3 40 +1.80 v40 •;80 +:.80 .180 •!-W +1-80 + 73 .'-709 +189 42 H40 +180 +' 80•.'-80•t80 +t-80 +!-77 + 89.6 +1.669 +145,2 44 +t80 1-80 •t-80 +!-80 +i80 +f-778 +674.1 +187.5 •663.9 -` 46 +i-80 !40 .180 +l80 1 +1-79.2 +!.754 1 +1.717_ +?-681 +165.1 48 +(.80 1-80 +f40 +1.80 +b772 +1-733 +169.5 +165.8 `T e,0 +1.80 1-80 •i80 +1.794 .!-753 +01.3 +147.5 52 .180 +140 -!.80 +077 +L735 +t-695 54 +180 +; 80 4-79.6 +1-76 0.71.8 58 _ +!-80 +!-80 +/-775 +1-738 ..............-.... _ 60 +1.80 +1.77 6 +;.73 5 82 80 +t-75.8 5 • 64 8,8 66 +1-772 • • • • • • • 87-7i8 +!-749 • • • • • -+ LONG SIDE- , SHORT Y SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1.1116' NOM. GLASS STACK _ _�,.. ' 7116' LAMINATED t i GLASS STACK I'------- -1 3116'HEAT I SHORT 3118' TEMPERED GLASS ' STRENGTHENED GLASS -"1 SIDE J• . -- 3?16' ANNEALED GLASS 7i16' AIR SPACE E y 090' PVB INTERLAYER • i E�E I LONG USED AT CURVED /-- �k'1 U-t. . 5/6 a+'7 E SIDE FRAME MEMBERS ONLY i2li }+ GLASS SITE !8'O.0 MAX @ 11-7. -• �' '�14 i. EXTERIOR �',, L.. SHORT I _ - -� - SIDE r� GLASS TYPE 3 NOTES: 11 BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION, 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TALE ASC"WHICH •HEO`JEtKI•DIMENSIONS COMPYETELY FIT WITHIN. • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • '• I W 17 z N Y U) m K `a O 7 O n d Y- r � ai�c O � W Z M n rn C, N r J~ Z ILLr LL. CS J W U U X D o Z m O ' W O Y z a z O Ln i- J w Q r W O N !.>„ W m � Z 3 m Z n 0U O LU Z a R 0N ON00 W x w as LL O, O A LYNN MILLER, P.E. RE.n WOG Window Design Pressure J+A. psf) for Glass Types 2 & 4 Long Side (in) 40 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT "FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZF..S NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERA:.L DIMENSIONS COMPLETELY FIT WITHIN. 7/16' LAMINATED GLASS STACK GLASS STACK -� _ I/76" LAMNATED GLASS STACK —3/16" HEAT STRENGTHENED GLASS 88C' PVB INTERLAYER 3116" TEMPERED GLASS i •` _ 3it8' HEAT 3Ji6' HEAT STRENGTHENED GLASS `•I `•i -- X16' HEAT STRENGTHENED GLASS /•`" - STRENGTHENED GLASS 7716" AIR SPACE „_• M ....... 098" PVB INTERLAYER • USED AT CURVED USED AT CURVED FRAME MEMBERS ONLY 2g• j 518- FRAME MEMBERS ONLY 29: Q 11 718' O C MAX. ri GLASS BITE g 11-7f8- O.C. MAX GLASS PATE EXTERIOR II 1�';. — EXTERIOR 20) GLASS TYPE 2 • • • • • • • • • GLA%%D(PE A • •• • • • • ••• • •• • • •• • • • •• • ••• ••• ••• • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR /r HORIZONTALLY AS SHOWN. LONG SIDE i LONG SIDE SHORT , SIDE SHORT , -.._.. -� SIDE LONG SIDE SHORT LONG SIDE SIDE 1 J � SHORT SIDE V Y m 0 o `a O o y v r a,np O cv co N zr 0 7 - N s QLL �i (CO J 0 W U U X_ C O �WZ 0� 10 O w O: C> Q d V z j �z (Lz O 0 (j) 5 J Q J Q H O M � lL ,wu m 3 => cn Q W Z a N� 0 y} Z w O O( rw O a a %� w LL � U' A. LYNN MILLER, P.E. P.E..58795 Window Design Pressure (+/., psf) for Glass Type 5 Lm9 Side (in) 67-YB 1 72 76 4o 84 88 192 96 100 104 iW1 112 30 +90--1254 •90i-120 •90d-115.5 +901-11 t.5 +9W-1085 •901-r06 «gp1-104.5 +9W-t015 •901025 •9W-1007 32 *90l--7169 •W.1108 •W.105.3 +9D`.101.6 +90:-98.7 +90'?L`,7 •9Dr.42.3 +90!.90.6 +90'+90.3 ./499 _ +;$9 34 +90!-1089 +70'.t07 +90/.98.8 +90.95.1 •9W-97.8 «i$8.2 +i$4.4 .1$15 -14 +01 79.8 +!-794 36 +901-1026 +90-971 «gW-928 H$8.9 +;-855 +!828 +1-79.7 +1.772 •/-75A +t.73.4 +!.722 38 •9W-98.4 •90-9Z2 +1.867 +1-83.2 +1807 .1451 +;45.2 •/-725 +i.70.3 .1$8.5 +!-66.3 40 •9W-94.6 +l-88.2 +/-82.6 +179.8 +1-772 •1743 «t71.3 •7$79 •1651 +t-63.4 •!61.6 42 +9W-91.3 +!84.7 •%80.T -,-774 +!-74.3 «!_71.3 •t68.2 +;64.7 +i-6t.6 +,-598 +1-58.2 44 +/$83 +f824 +1-78.9 •1.754 •;-72.1 «�68.9 +!65.6 +1-622 +;59.7 •i S75 46 +7854 «h808 •I-77.2 •1-73.6 +r-701 Om +:63.5 +1-80.3 +i57.7 48 +182.7 +!79.3 +l-756 +;-719 +168.3 064.9 +!615 +1-58.2 w 50 +1809 o 77 5 *04 t -1.70.3 + 66 7 -1 63.1 +t-59.7 g 52 N r91 «1 75.6 +1.724 +r 68.8 +;.65.I rn 54 +1-77.4 +1-73.8 +i-70.5 +1$7.3 +163.5 56 +1-758 +e-72 +l-08.6 �: r55.3... ......... . SE .!-74.2 +1-70 3 +1. 6.8 60 +1.72.7 +/"m 7 +t65 62 +1.712 «1.67A 04 +/697 +/-65.5 _ -_ . ....... _.................. .......... ............... .. � _ +168 3 -- 67-T8 RA !67 7116- LAMINATED _ I� GLASS STACK I 090'SG INTERLAYER -3it6' ANNEALED GLASS 3/16" ANNEALED GLASS - -1- 4; 11} USED AT CURVED ) /' 1p - i FRAME MEMBERS ONLY /29 }-1_.� I ` Si6" 11 71W O C MAX - GLASS SITE 31 EXTERIOR " �l v GLASS TYPE 5 NU1t,: 11 BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 41 THIS SHEET" APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. __ Window Design Pressure (+(., psf) for Glass Type 7 t m9 Side (in) _ _ 6T-718 --*' 72 )8 80 84 a8 92 90 100 16i 709-1!2 30 +90' 130 .9W-130 •90.130 •901-125 *V-I22,6 +9W II98 +9W 1 8.1 +9W.117 *90-}158 .9W.112.7 •W-109.9 32 •90l-130 •9 -125.1 +90!_t 18.9 +90.114.8 +90! i'1 5 +90-106.1 +90 704.3 t90+.1024 +4W-102 V+9W-92.1 +9W-10} 4 +90.99.7 34 +gW 123.1 .90-1 664 +9W-111.7 +901075 9&1103.8 901-991 "; +9&9.53 +9W-90.5 +!-90 •i-89.6 36 +9Wm716 +90f.109fl +9W-104.fl +5010r,5 .90'-95.6 90933 +1-9D i-OT3 +1449 +!$2.3 +r.812 38 +9W-1/12 +90-104.2 +9W-97.9 +9W-94 { •901.911 +l89.2 +1-84.9 +1-81,9 +/_794 +1764 +1-74.3 40 +9W-106.9 90-99.6 +90!-93.4 +9W-90.1 +l-84 180.5 +1-767 +1-73.5 +1-709 +169 42 +901.103.2 +9D'-95.7 +901.91.2 _+_1872 *1-67 4 .l84 «1-80.6 ! 77 +!-73 1 j .1$9.6 •!66.9 +185.2 _ 44 +901 +90.93.1 +1.89.1 +!$52 1 •!$1.4 .t-T7.8 174.1 +,.703 I +1,675 •1-63.9 48 +90z-96.5 •90-91.3 +!$72 +t$3.2 +i-71)2 +1-754 17L7 .!$61 !165t a 48 «901.935 +�$9.6 +1$54 •i$t 2 •1.77.2 +l-73.3 i695 + 658 ._._ N !; +9W-97.4 ./ 87 8 +/ 33.7 +/-794 +!.75 3 +1 713 .1-67,5 52 +/$94 1 +t,8.55 N$L8 +!-777 1 +1.735 +1$95 ' 54 +;$7.5 +!$3.4 +1.79.6 +!46 H 71.8 58 +1$5.6 1 +t 81 4 +147.5 +1-73 8 I 53 43.8 +!.794 +1.T5.4 1 60 H$21 .!-77.6 +t-73.5 • • • • • • • 62 •I$04 +i758 • •1 Is • • • • 64 «;-78.8 66 •f-77.2.. 67.7!8 1-74.9 LONG SIDE ..... SHORT SIDE d� '+---- LONG SIDE---�- SHORT SIDE _I TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. ' 1-vt6'NOM. GLASS STACK 7/16' LAMINATED 1 GLASS STACK ) N _�It - 3t16' ANNEALED GLASS SHORT SIDE '-"- 3i15' TEMPERED CLASS -..- "yttF 3116 ANNEALED GLASS I 7tl6' AIR SPACE, ...090" SG INTERLAYER f 5 F--r^-• USED AT CURVED ,-� r: I LONG SIDE FRAME MEMBERS ONLY . 29 @ 11-7/8' O.(.. MAX. ^, \_ t-+� f' 1 GLASS BITE j y I 1-3 { EXTERIOR ' 13 � -. k SHORT ��..._. _ Yv--• �f SIDE GLASS TYPE 7 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT I"FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TVLE A<' F•WHICH Ttj�QVE L'DiMENSI �5 CO .LETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT;dSE WTH FftVP=E[}�^7L 4 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Fr.!)TN WIT REVISED BcM1K+tYe+9 wick t4A. Fk ij. .1&:4 Code tl e xieFlsnc<)'k 7 P��rJc�tte�� r W 2 m naN 0 v O o > n 0 v v p o N1 J M O 0 -3 N J Z LL LL Zo W Z -+:vp N ! 6 W 0 6 L)Z.)) XL FZ 7r: W m 0 o ) O 0 Z Z LL Z 0 W LL 3 � LU o V W N Z = 0 U) _ D O 0 � Z a:cx z 0- O S' Z NN 0 U W W and A. LYNN MILLER. P-E. P.E.0 587M - _ - --- _._...... ................ ........._.- - .. Window Design Pressure (+/-, psry for Glass Types 6 8 8 ......................._. Long Side (in) 87.77E 72 76 8o 84 Be 92 96 100 104 109-1r2 111 116 120 124 ti8 132 136 140 7M 30 J2 34 +90: 130 +9W-13U +90t3() '� 1901-130 +901.730 +9W-130 -90.130 +90,'-130 + —WI 30 ,90!-13D •901.130 +90'-130 +90.130 +9W.730 +9W-i30 .90t-130 +9W-S30 .9W-130 .9W-130 ,90-130 •90-130 +90' 130 +90'-130 +10130 -901-130 gal-130 •9W-13U «9Ul-130 +90'.13D •.90;-130 +90'-130 •9W-130 *W-130 .901-t30 +9W-130 1 90i-133 .901-130 +907.t30 1 •901-t30 ,90,'-13D +90:'-130 •9W.730 +901-7J0 .90't30 +90l.130 +9W-130 +90,1-130 +W130 ; +9W-130 i +90.730 ! .901..130 +90'-130 -130 __.. •901.130 •901-130 ....... ---------- W. 130 36 +9W'130 +90-130 +90130 f +90-13D •9&.130 +9&.130 +90-130 +90;-130 +901-130 +9W 130 .90t.130 1 +90-130 1 .9W-130 +90-130 -WAX .%.130 38 •90-130 •9W 130 +401.130 •9a•:730 j,90'-1:q *90-130 ,9W-130 •90-130 +901-130 +90-130 +9W..130 •90+-130 1 +90-13D +9W129.2 .90`-1273 40 «9W-130 +9&-130 ._.W-130 +9W�t30 +9W-13(1 •90-13"u +40-t30 •90-126.8 +9W-123.2 +90t422 ; 42 +90'-130 +901130 +90i-130 +9W-130 +9W 13D •90-130 +9W 130 +90-1293 +901.123.2 +90t.119.7 +9W,116.4 44 •9& 13D +9W-130 ! ,90?-130 i +901-130 +9W-130 •9W-130 .9W 130 +W-1245 +WA19.4 +9W-115 _ v, _ 46 48 +9W'-130 •9W'-130 +9W-730 *9W-730 •90'.130 +90'-130 +9W.1� i +90130 +9W-130 +90!-13D .90'-133 «9W-129.7 .90'�126-9 .9W.123 +90'-1205 - 0.1165 _+904153 ..............................-- 50 .90-130 •90-130 ..90/.730 � +90'-130 .9W-130 .90'-126.2 89 41-119. —................. ........................... ._ 52 .90'-130 +96-iW +9W.13D +901-13D +%-730 .88.87-123 m 54 +901-130 +9W-130 .901-130 +9W-130 +88 81.127.1 56 7911-130 •90"-730 ! +911',130 +894'-129 _ ---" 58 790:-130 +90.130 +9&-130 - .-- 60 +9&A30 +90-130 •89.&.129. 62 +901-130 +90/-130 84 +9W-t30 ,90-t 30 66 •901. t30 67-7+8 +90t-S30 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 7I16'LAMINATED _ GLASS STACK j 1-1/1 6* NOM. GLASS STACK '__ 7lt6' LAMINATED i I GLASS STACK �.... .090" SG INTERLAYER 3116• TEMPERED GLASS _ 3,116' HEAT 3/16" HEAT STRENGTHENED GLASS - %�• STRENGTHENED GLASS 7116" AIR SPACE .4 USED AT CURVED �- —..I. \ S/ 2g .,. �, ( USED AT CURV FRAME MEMBERS ONLYED -1 S''�B FRAME MEMBERS ONLY 11-7!8" O.C. MAX. [_ GLASS BITE @ 11-718" O.C. MAX EXTERIOR - '-'.. / , ` EXTERIOR (,20 1\13) ,' Ss. GLASS TYPE 6 • • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' } !!!999{{{•---3,'16* HEAT STRENGTHENED GLASS • -_. 3,16` HEAT STRENGTHENED GLASS _..-.090' SG INTERLAYER • ,G.li GLASS 8':TE 13' GLASS TYPE 8 TABLE 0IMENSIONS MAY BE ORIENTED VERTICALLY OR/f ! HORIZONTALLY AS SHOWN LONG SIDE .... LONG SIDE SHORT SIDE SHORT SIDE �. LONG SIDE --� SHORT SIDE s I._......................... LONG SIDE � 1 SHORT SIDE N11IDUCT REVISED 3. c—MY B with d. Flmi& .A&d l C"t, A , La4C 14 �I W c7 Y m `v O O Nir cN O01 M o J Z F N Z u- uNi iLLi coo J UU O X� d W - O o w 0° O -w > Y ZO o �Z 0.z y h W J J Q J Q LL O 'n W z m 3 (n LU z z_ cr a O Z OCD NN i O (9 to v? V X W ad LL 16 fS 16 A LYNN MILLER. P.E. P.: # 58705 2X WOOD BUCKSTRIP EDGE - OR FRAMING, SEE - DISTANCE - NOTE 2. THIS SHEET INSTALLATION = TYPE A - 1) EMBEDMENT �.... _ VC MAX SHIM 4 � i TYP ANCHOR TYPE. - EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE S. THIS SHEET USED AT CURVED (29'!FRAME MEMBERS ONLY @ 11 J15" O.C. MAX. WINDOW I EXTERIOR BUCK HEIGHT TIP -TO -TIP! WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-314" INSTALLATION INSTALLATION EMBEDMENT TYPE TYP B — E c i -�— EMBEDMENT i X WOOD BUCKSTRIP, '• _ 114' MAX SEE NOTE 2. THIS SHEET -\ t _..I -. SHIM j TYP. ANCHOR TYPE, EMBEDMENT AND EDGE / - - EDGE DISTANCE PER SUBSTRATE. DISTANCE DGE SEE TABLE 8, THIS SHEET E DISTANCE , 7, ' EXTERIOR , CONCRET'E/CMU PER ANCHOR _ VISIBLE LIGHT WIDTH = y„ REQUIREMENT WINDOW BUCK WIDTH - 2-314' , .----- ----- WINDOW BUCK WIDTH -- "'" CONCRETE✓CMU _._....__-- TIP•TO-TIP WINDOW WIDTH PER ANCHOR REQUIREMENT' 114" MAX. SHIM -r^ . HORIZONTAL SECTION A -A / ! APPROVED #12 STEEL ' SELF -DRILLING SMS —� . (G5), SEE TABLE 8, THIS SHEET INSTALLATION - �t 1 _ METHOD D INSTALLATION ANCHOR UNDERNEATH THE if (• I ' BEADING i EXTERIOR " ,tom. ADE MULLION MIAMI-D 21 (SEE SEPERATE NOA), ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET 1t4'MAX SHIM -` Anch*r Substrate Min. Edge Distance Min. Embedment mii < O C. SPxMg re #12 or *14 410 SS Scw 'T. Soutt4n, Pine (S -0. ) NB 1 1 Akanwan, 6063-T5 min. 318' 0.083" 12" —._. A36 S1e81 318" 0.063' • 12' Stott Stud. Gr. 33 min. 3/8' 0.045 (18 Ga tY #12 a #74 Steel SM. (GS) P T. Southern Pine (SG=0.55) 9/16- u 1-3/8' 12" Aluminum„ 6063-T5 min. 318- 6063" ' 12" A36 Steel 3✓8' OA63' ' 12, _ 12' Steel Stud, Gr. 33 mm 318' 0.045' 18 Ga ' 14" 410 SS CmteFlek Ungmuted CMU. (ASTM C-90) 2.11Y 1-1/4' 12' Ccrumte (min. 3,35 kw) 1' 1.314• 1 12' 1/4' Stcet tMracon Corcmte (min. 2,85 k61) 1' 1-314' 1Y Concmte (min. 2,85 ksi) 2-1✓Y 13B' 12" Urgroutetl CMU, (ASTM C-90) _ 2-172' 1-114" 12" Grouted CMU,(AST.C-90) 27t✓Y 1-314' 17 5716' Steel Ukracon Concmte (min. 3.5 ksi) 1.1✓4' 1.3t4' 12' Grouted CMU, ASTM C-90) 2-ilY 1-31d' 12' 1 - -- 'MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. ✓1 1X WOOD BUCKSTRIP. SEE NOTE 2, THIS SHEET • . • • CO:.RE•E PGR • • • EMBEDMENT - •' • RNCROR• • • • • • INSTALLATION NOTES: L•r ••• RED:IREPAENR • • ••• i. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. a • - - 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X'. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112' 1X W000 BUCKS ARE ti EDGE __.._..,� TYP. ANCHOR TYPE. EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS D INSTALLATION DEPICTED AS 7X ARE 1-1 2' THfCK OR GREATER. _. _ DISTANCE • �-• • AND EDO[ 81•TANC! DER • •INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING TYPE B • • • SUBSTRATE, SEE TABLE 8, THIS'SHIIIET • •URISDICTION. VERTICAL SECTIdAI-B: • • • • • • :, FOR ATTACHMENT TO METAL' THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT: TO THE WINDOW FRAME. • • • • • • • 4.:F APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • it 1 5 crl Y m Oo o v y t. 71:ur O N O JOLL NJ 0 W Z F^• Z LL D � W 5 LL1�2 o� lo ` co O ` oW > ci O Z oz ti0 °� O Q J LL O J < Z p a:K c' u) Z ¢ # � Q J J H 2 < Z Z W O �co (J it J Q- (L LL LL A. LYNN MILLER, P.E. P.E # 5,,5706 i 2X WOOD BUCKSTRIP INSTA!_LATION INSTALLATION EDGE .—OR FRAMING. SEE TYPE TYPE _ �- DISTANCE NOTE 2, THIS SHEET 1X WOODBUCKSTRIP. EMBEDMENT SEE NOTE 2, THIS SHEET INSTALLATION V4' MAX \ TYP. ANCHOR TYPE, EMBEDMIE , TYPE E \! - = EMBEDMENT �,..-. SHIM _ ,. - EDGE DISTANCE PER SUBSTRATE, ----- -- -\ SEE TABLE 9. THIS SHEET EDGE � �. -t\6•` .. _.. DISTANCE / IY '"_ 114` MAX \-• 2,.,.'._ SHIM t 4 !- �) l ... t \�TYP ANCHOR TYPE, EMBEDMENT AND EDGE - \ DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET USED AT CURVED EXTERIUR i--. (29 i FRAME MEMBERS ONLY a `' 1-7w O.C. MAX. WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 2 3W EMBEDMENT —T EDGE DISTANCE •1ti111•� _ - EXTERIORRz ,t . ID VISIBLE LIGHT WIDTH= _ ' •' CON CRETEfCMU�- WINDOW BUCK WIDTH-2-3/4" PER ANCHOR - REQUIREMENT WINDOW BUCK WIDTH- --�- CONCRETElCMU PER ANCHOR HORIZONTAL SECTION C-C REQUIREMENT 114- MAX. SHIM -••-. #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 9, THIS SHEET INSTALLATI TYPE H MIANI-DADE APPROVED MULLION 121 (SEE SEPERATE NOA), ALUMINUM, - STEEL FRAMING OR STEEL STUD. 6i SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET OR Anchor SlAatrate Min. Edge Distance Min- Emeedment Max O.C. Spec kly #12 or #14 410 SS Screw P.T. Southem ine (SG=0,55) 9118' 1-318' 1 Akan.=, fi081T5 min. 0.063, � t A36 Steel 316' 0 063" • 12' _ Steil Stud, Gr. 33 min. 318, 0,045' 18 Gs) - 12' 6/2 or kt4 Steel Screw {G5} P.T. Southern Pine (SG=0.55) 9t16, 1-3l8" 12" Alunmtm, 6063•TS min. 3/8' 0.063" 12" _ A36 Steel 34" 0.083" 17 _ Steil Stud, Gr. ]3 min. Wr 0.045• (18 GO) ' 12- 1i4' 410 SS Crctwex Urgmuted CMU, (ASTM CAo) 2.1/7 1-174• _ 17 Concrete (min. 3.35 kel) 1' 1-3J4' 17 114• Steel LRtmcon Concrete min. 2.85 ksl) 1' 1-3l4' Corlcreta (min. 2.85 ksi) 2-tl7 1-918' Urgmuted CMU• (ASTM C-90) 2.117 1-1l4' GroSTM C-90 2-1!75/t8' A12 Stoci Ukrecononcrek (min.15 ksi) CMU, (ASTM C-90} 1-U4 2.117 1-3J4Groded +.-3/4' _. -114' MAX SHIM - - --- .-.... -- . __._. _I_ •MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. \ - I 1X WOOD BUCKSTRIP, SEE. NOTE 2. THIS SHEET • • • • . • • CQr•RE•E PGR • • • EMBEDMENT _ .' - - • ` • RNCROR• • • • • • INSTALLATION NOTES_ • •, •" RED IRMEA • • • '. _ \ • • • • • • • • • • • • 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS 7X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1•1/2 1X YJOOD BUCKS ARE INSTALLATION �� -- ----- \ TYP. ANCHOR TYPE, EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X' ARE 1-12-THICK OR GREATER. _ _ TYPE F DISTANCE !I • • • • AND E" 9IS7d•OE PER • • INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING • • • SUBSTRAT@ SEEtABLE 9. TRIS 9HE9F •JURISDICTION. VERTICAL SECTTQi� D-C) . .' 0 . •. • 0 • •• • • •• • • • • •3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • • • • • • • 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W Y N m p w } n v O co Stir C9 N N O * W co 6 N rX 0 J N J oo w z k+ ~ Z LL •- LL 2 W W 0 W ` X o q 0 �Z m0 o j 16 O v Z �z 0-z ° � g Z 0 O 0 Z � � H 0 Z z < J NNN ZZ_y S W J w W 7 >� O X 0 0_ 0- LL W a:.a A. LYNN MILLER, P E P.E # 58705 TYP. ANCHOR TYPE. 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE _—� EMBEDMENT i OR FRAMING, SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, ••� i NOTE 2. THIS SHEET TYPE J- TYPE K SEE TABLE 10. THIS SHEET_...__... _ EDGE EDGE ^. } GE _ r UISIANCE 114'MAX INSTALLATION DISTANCE EDGE DISTANCE I SHIM 2X W000 TYPE I ! I I II BUCKSTR P 2X WOOD BUCKSTRIP I I I OR FRAMING SEE I I { I OR FRAMING. SEE NOTE 2. THIS SHEET I - -_ .:x'_:. - _— _ 1 I NOTE 2. THIS SHEET 11; i _� J, f i I �.. i?4' MAX TYP. ANCh'.OR TYPE, EMBEDMENT AND SHIM I I ��-"-'�---"- EDGE DISTANCE PER SUBSTRATE. 1 ! ,' I .1\ /: `S'• SEE TABLE 10, THIS SHEET i -- EMBEDMENT . -� USED AT CURVED EXTERIOR ��29 FRAME MEMBERS ONLY @ 11-718" O.C. MAX. - WINDOW BUCK HEIGHT 174" MAX. SHIM VISIBLE fNSTALLATION LIGHT HEIGHT = j - TYPE L V;I I ( WINDOW j 1 BUCK I 010 STEEL y� t HEIGHT - SELF -DRILLING SMS 2-314' (G5). SEE TABLE 10, I E THIS SHEET j 1 f' i i 5 ' INSTALLATION TYPE J 4; l I � 1 I VISIBLE LIGHT WIDTH = "-"(5 • I WINDOW BUCK WIDTH 2 3/4` { WINDOW BUCK WIDTH ...... _ HORIZONTAL SECTION E-E r -2 -;' 6 ; 2X WOOD BUCKSTRiP �', EXTERIOR i ` --- OR FRAMING. SEE _ _ NUTS 2, THIS SHEET EMBEDMENT 1 EXTERIOR 10, Anchor Substrate Min, Edge Distance Max. O.G. SMcing 2-172" x .113' Box Nail P.T. Southem Pine SG=0.56 2-112" x .131' Common Nall P.T. Southern Pure (SG=0.55) 3/B" 5' 2-V2" x ,145' R0011A9 N40 P.T. Southern Pine G=0.55 31W S' #lox 1' Steel Scnw P.S. Southern Pine SG 0.55 Ire 5" 0.093" Aluminum. 606345 min. 1 116" 5 V16" A36 Steel 1 5116" 5' QDW 18 Gal St" Stud, Gr. 33 1 5116" 1 5" -14 MAX SHIM MIAMI-DADE APPROVED MULLION • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE, (SEE ST EL FRRAMING RERATE AS EEL STUD. SEE SUBSTRATE PROPERTIES. TABLE 10,THIS SHEET Fr - so •— EDOE D46TANCE• • • • • - �� —•-• • � • • • • • • • INSTALLATION NOTES: • • TYI► •N)FH(;•TifPE, EyBEOA*NT• • • 1. USE ONLY ANCHORS LISTED ON THIS SHEET FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. EMBEDMENT -► \ AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 10, THIS SHEET 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X'. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN !Aa'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-112' THICK OR GREATER. VERTICAL SECTI F • • • • • •JNSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ......_.........___.......... __._._. • • • go • • Jt�RISDiCTION. • • • • • • • • • 1.11111 ATTACHMENT TO METAL. THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • •• • • •• • • • • • • • • • • *1. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PR )A ICT RE MED an y-* —thih, Ftxsuiu ffi4k1 P(( Code A—ptaoeo Nn IG - 2C .6.`,cyimeixn D" R a. :k C7 Y m W � � V O(n O Q t N V O V J J Q Z Z LL LL (o J C D xw w WZ oZ MID Q O O Z z a 2 ° O LL J O d m Z Z a O FU- O Q Z 2 zZ J aln:;5 FO > � NN Z OL) 00 a x z as LL LL A. LYNN MILLER. P.E. P.E.# 5E705 INSTALLATION TYPE M FOR THIS INSTALLATION METHOD ONLY. ANCHORS MAY BE NO • MORE THAN 6' O.C. \4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT WINDOW BUCK HEIGHT - 2-3A' INSTALLATION TYPE N 2X WOOD RIP EDP RAM FRAMING. SEE - OR FRAMING. SEE INSTALLATION TYPE M --- INSTALLATION -.._......-�......_ EMBEDMENT DISTANCE / NOTE 2, THIS SHEET FOR THIS INSTALLATION TYPE N — -- - - EMBEDMENT METHOD ONLY. _ '•- 114' MAX ANCHORS MAY BE NO . . ,.� EMBEDMENT • MORE THAN 6' O.C. SH:M- _ 1X WOOD BUCKSTRIP, SEE I . ' --"' I t I _ 2X WOOD BUCKSTRIP NOTE 2. THIS SHEET OR FRAMING, SEE �� I ' NOTE 2, THIS SHEET 114" MAX TYP. ANCHOR TYPE, EMBEDMENT AND SHIM EDGE DISTANCE PER SUBSTRATE,^— j E 1 TYP. ANCHOR TYPE. SEE.. TABLE. 11. THIS SHEET •, , \ EMBEDMENTAND EDGE I .. --. DISTANCE PER SUBSTRATE. 1; SEE TABLE 11. THIS SHEETEDGE 3; AT CURVED `. USED QISTANCE —`�29; FRAME MEMBERS ONLY EDGE Q 11-TriY U.C. MAX.- ------- W.� f DISTANCE CONCRETEiCMU 11 j - -- PERANCHOR- .. . REQUIREMENT q 1�`� CONCRETEJCMU PER ANCHOR V4" MAX. SHIM -+- �-+- VISIBLE LIGHT WIDTH= WINDOW BUCK WIDTH - 2-314^ REQUIREMENT WINDOW BUCK WIDTH _.. EXTERIOR INSTALLATION TYPE O V� O HRIZONTAL SECTIO..__N._— G-G ............. FOR THIS INSTALLATION' METHOD ONLY V TABLE 11: ANC14ORS MAY BE NO • MORE THAN 6" O.C_-� 412 STEEL SELF -DRILLING SMS / (G5), SEE TABLE 10 _- THIS SHEET L II TYP ANCHOR TYPE. EXTERIOR EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. •'�� I - SEE TABLE 11, THIS SHEET MIAMbDADE APPROVED MULLION A"MAX SHIM (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, — - TABLE I1,THIS SHEET Anctwr Substrate Min. Edge Distance Min. EmbedmentS Max. O.C. � 412 a 414 A 10 SS Screw P.T. Soutllem Piste (SG=0.55) glib' 1-348' 6' Muminiml• 8083-T5 min. 31W 0.063, ' 6" A36 Steel 318' doer • 6' Steel Stud, Gr. 33 min. 3I8' 0.045' 18 Ga - 61 e12 w xI4 Steel Screw (G5) P.T. Southem Pine (SG--0.55) W16' 1-318, 6' AWminum, 6063-TS min. 31W 0.063' • W A36 Steel 3!8' I 0.063^'. 6' Steal Stud. Gr. 33 min. 3!8" 0, 045' 18 Ga 6' Zia' a10 SS CreteFhx Ungrouted CMU, (ASTM C-90 2-117 1-114" 12" Concrete (min. 3.35 ksr) 1' 1-3/4' 12" 114' Steel Ultracon Concrete min. 2.85 ksi 1' 1-344- 12" Concrete min. 2-85 kill a-`1/2' 1.318• 12" LLnqmiAad CMU_ jASTM CAO 2-1/2' 1-114' 12' Grouted CMU, (ASTM C-w 2.itr 1.3144 1T 5116' Steel Ultmcon Concrete m. 3.5 kal) 1-114' 1.344' 1T Grouted CMU. ASTM G90 2.112' 1-314° 1 12° Y _ 1X WOOD BUCKSTRIP, • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. _- • •SEE 19OTL•2. THI65HEE( • • • • •. • • • • • • • • • • • INSTALLATION NOTES? EMBEDMENT • • • • • • • • • ' • - • • • •' • • • • • • • 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ' : ' • ; 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "IX, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.12'. 1X WOOD BUCKS ARE ,' ' OPTIONAL IF UNIT CAN BF. INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X' ARE 1-1l2' THICK OR GREATER. EDGE ,�.... • • • • • • • • • • • +'JSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING DISTANCE - • • • • • • • • JtMISDICTION. • • • • • • • • • 19FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTIPVH- • • • • • • 14. —..-- -.. --.. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • < IM np. iJ>ttrr Fi<sid: Pexxt.t in � .et a Y m W rL, (O O > o O m Q M N' , N Q N J p z z LL LL co „wc( U U W X o LU HZ 02 5 uJ m O O �> Oo rn �z Q:z O LL O J � Q U) z z u � O H O < z ZJ U) NN ¢ O z r co U X z dd <_ FL w<— 610116 A. LYNN MILLER, RE P.F_.# 58705 op z ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE & EQUAL -LEG FRAMES ; FOR FIN FRAMES m LU k {[ ANGLED,CURVED ANGLEWCURVED 6 T ASSEMBLY 3 d F �"� CD N N co a _.._... 90' CORNER l 90° CORNER 1 p O W ' o FRAME ASSEMBLY �,, d �' ,. ,, ...._...... ......... ' , • > O LL N 8 Z FRAME ASSEMBLY ro FRAME ASSEMBLv �__._ z In o uUxu'd _02 co t r t ALL CORNERS TO P tit i p 7 Y U' of ALL CORNERS TO - ,✓'- ! , ,/ - r •'C ,,•` ( 1 n O O O 2 USE GASKET ' q J USE GASKET �. 6 g t o Z d Z %> r ANDiOR SEALANT r ANDIOR SEALANT ly i ti tl ♦- O U- /' p r r Q U O Z EOUA LEG FRAME Q In -t FLANGE FRAME.'`t�./� B� Z ZLD da D FRAME WITH INTERIOR l MITERED FRAME WITH INTERIOR MITERED R O Z {{ EQUAL -LEG FRAME AND EXTERIOR FRAME WELDS =__ AND EXTERIOR FRAME WELDS a p FLANGE FRAME (SHOWN) OR CORNER KEYS AT (SHOWN) OR CORNER KEYS AT Z jI SCREW BOSSES. SEALANT AT ALL CORNERS _ SCREW BOSSES. SEALANT AT ALL CORNERS O '"$ x N N W O as LL m •• ••• • • • • • •• • •• • • • • ••• • .. ... .. . .... . ... ...... . . • . . . . • .. . .. . . . .. . .. . . .. . • . . A. LYNN MILLER. P.E. P E e 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Item IIIPGT Part# Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6083-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7/16' Lami. Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum.6063-T5 6a 4270 Installation Fastener Cow Alum. 6W3-T5 6b 4224 Installation Fastener Cover Rigid PVC 10 70589C Gasket (at 90' caner joints) Polyethylene 11 TP24718 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 13 Dow 899, GE 7700 Silicone or Equiv. 20 71652K Setting Block, Mono. N16" x 7/16' x 4' Neoprene, Dum 85 +/-1 21 71704AK Setting Block. I.G. 311W x 13132' x 4' Neoprene, Duro. 85 +/-1 29 1#6 x 1-1/4' FH SMS Stainless Steel 30 781PDX 1#8 x 1" Quad PH SMS Stainless Steel STRUCTURAL 1/4' NOM. POLYISOBUTYLEN WITH DESICCANT EXT GLASS' / i N / "V INT. GLASS KODISPACE ` 4SG TPS Part # Description aterial 75 Kommerting 4SG TIPS Spacer System 76 Quanex Super Spacer nXT with Hot Melt B•tyl • • • See T • Sheet fore 77 Quanex Duraseai Spacer • • Miterjp% 78 Cardinal xi- Edge Spacer f so • +- 2 784' _" �',' +- 2.784 .094' +--'.+— .094 I+ ' .... .074' .062' .074 .► ...... 062' 1,875• t_ ' 1.000' soo FLANGE FRAME EQUAL -LEG FRAME #4253C,6063-15 #4285,6063-T5 i 1.206• - F —7 050- 3/16" & 1/4" QGLASS BEADING #4258, 6063-T5 875' - 050' I.G. GLASS OBEADING 94254, 6063-T5 HOT -MELT BUTYL nonrvn�.c. STRUCTURAL SILICONE 5116- NOM. FOAM 3/16" NOM. WITH BUTYL & DEStCCANT / DESICCANT FOAM EXT. GLASS'S i / I EXT. GLASS/ / (� `-' �INT. GLASS "VINT GLASS r,1 SUPER 771DURASEALO) L. SPACERwNXT7M "SPACER •• ••• • • • • • •• • •• • • • • ••• • • • • •• • • • • f •• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.784' 074- 1 375' � .soo• aas- � 077" _F 3 FIN FRAME #4256.6063-T5 —►+, 1.037- + i .050, INSTALLATION S8 FASTENER COVER #4270,6063-T5 POLYISO- DESICCANT FILL AREA BUTYLENE SEAL 5116' NOV, A_.. t- f SILICONE SEAL ROLL -FORMED (, STAINLESS STEEL / / EXT.GLASS—: / `INT.GLASS a>XL EDGETM _/conrco Pr GDUCIF RtVISED u cnrslM)aw with C. rkiu P,sKrig C<.& A hKer+>G tk, 24 t �rW.,kX . ¢ ' AW a" °t JR - 05M5116 - ADDED THIS SHEET a WITH SPACERS & MOVED PARTS. 7 e2 N Y m «d 4 c c 71 to O 0 N Z O d v fI o) O N ZJ J U. 14 LL (o FF 9 W 00 X m � :,Ma i- LU m O =U rn w CO O Z �z 0.z rn S O J 0 z � p ri m U) Z N 'Wa'IS u d F jO rn Z q O Z_ � a;ax W NN ~ w w W X O (_ o LL m A. LYNN MILLER, P E. P.E a 58705 MiAMI•DADE MIAMI-DADE COUNTY O PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) H 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (N_OA)_ _ rvww.miam1dadaeov/econom1 PGT Industries 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). 'Phis NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (hi 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. R:ER 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 "CA-740" Outswing Aluminum Casement Window - L.M.1 APPROVAL, DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - I.M & SM", sheets 1 through 10 of 10, dated 08/08/12, with revision A dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING :.Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unicilttlte•rwise noted herein. .•. •`••:• RENEWAL of this NOA shall be considered after a renewal application has bcerti fijvAgind tht"h4l been,•••;. no change in the applicable building code negatively affecting the performance of this 44Qduct. 0 . TERMINATION of this NOA will occur after the expiration date or if there has 4e& Aj-cvisi(%pZ:4iange• • in the materials, use, and/or manufacture of the product or process. Misuse of this AAA as an endorsement...... .41AMe I6A.O ..... of any product, for sales, advertising or any other purposes shall automatically terr�i�u � �e•this � � •+ailure� • � � • • to comply with any section of this NOA shall be cause for termination and removal p j*QA.. • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade &enty, Flordtae and• • • • 6 • followed by the expiration date may be displayed in advertising literature. If any p9ftjon of'the NOA is,....; displayed, then It Shall be done in its entirety. `• • • • • • 0 • • 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# 1.2-1218.09 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0519.13 MIAMI•DADE COUNTY Expiration Date: April I1, 2018 ® i ` Approval Date: July 16 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA .No..12-1218.09) 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 10 of 10, dated 08/08/12, with revision A dated 05/15/15, signed and scaled by Anthony Lynn Miller,-P.E. B. TESTS 1. "Pest reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure 'Pest, 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 241, 1.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 12-.12.18.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'h Edition (2014), dated 05/16/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE S 0000 • 1. Miami -Dade Department of Regulatory and Economic Resources (Xr,,R). "•' Soto'' .. . •• • • ...... ... ...... E. MATERIAL CE11TIFICATIONS ...:.. 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Ame ieApInc. fortheir "Kitraray Butacite@ PVB Glass Interlayer" dated 04/25/15, Ct king otrl2/11/16. ••;••• 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ameri1A; tnc. f4f ilid'is Soto' "Kuraray SentryGlas® (Clear and White) Glass Intcrlayery,.•Jjted 0672MJ15, •••, • expiring on 07/04/18. ' ' 0• .....• 000 Manu -rez, P.E. Product Cont of xaminer NOA No. 5-0519.13 Expiration Date: April 11, 2018 Approval Date: July 16 2015 E-1 ` PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), dated May 16, 201.5, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.09, issued to Par Industries for their Series "CA- 740" Outswing Aluminum Casement Window - L.M.I." approved on 04/11/13 and expiring on 04/11/18. Manuel ez, P.F. Product CUntr saminer NOA No. 5-OSi9.13 Expiration Date: April 11, 2018 Approval Date: July 16 2015 [OW4 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 (RVHZ). 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-DADF. COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3. SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2- THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112' THICK OR GREATER. IX 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 STRUCTURAUCYCLE 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 E 1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1/3`N. 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; ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1 Glass Types 1 5116' Lam! (118 An -.OW PVB - 118 An) 2 7116' Lam! (3116 An - .090' SG - 3/10 An) h 3 7116" Lami (3/16 HS - .000' SG - 3/16 HIS) 4 718' Lami. IG (1/8An - 7/18' Air - 1/8'An -.090' PVB - 1/8' An57/8' Lami. IG (118" T - 7116" Air • 1/8' An - .090- PVB -118' An) 6 7/8' Lentil. IG (3116- An - 1/4' Air - 3118 An - .D90 SG • 3118' An) 7 7/8' Laml. IG (3116' An - 1/4' Air - 3/18' HS - .090 SG • Witt HS) 710 Lami. IG (3/18' T - 1l4' Air - 3/16" An - .090" SG - 3/16' An, 9 Lami. IG (3/10' T • 1/4' Air - 3110' HS - .090" SG • 3! 18' HIS) 7• Is 'PVB'= BUTACITE"PYB BY KURARAY AMERICA, INC. -SG-= SENTRYGLASt'(1Y KURARAY AMERICA, INC. DESIGN PRESSURE RATING IMPACT RATING _ VARIES, RATED FOR LARGE &SMALL SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE --- 37-WIDTH 26.476' MAX. O.C- IF WIDTH IS UNDER 33.476- (HEAD & SILL - 4' MAX. ..... •. B. SEE SHEET 2 ......__r....' -_... r.. \ A I �\ 1 1 �\ I I \ � I � 1 � VISIBLE LIGHT HEIGHT (DLO) f I � i I V I I 4" MAX. 30" VISIBLE _ OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW SIt6-LAMINATED �) CLASS STACK OW BUTAC4TE*PVB BY KURARAY It6' ANNEALED GLASS ' AMERICA, INC. /'..\ .-......__ its' ANNEALED EXTERIOR \, / - GLASS Ell— GLASS 1 _TYPE _1 MAX. A SEE D.C. lro NOW: SHEET 2 ItGLASS STACK 6'MAX . 1116'AIRSPACE O.C. IW ANNEALEOOR TEMPEREOGIASS' >• USE ANCHOR \J _., 1 PAIR AT FRCN Ex_TEa!oR - IJAMB IF I -- (/ GHT 26'I OR IS OVER (37� / f 70, HEIGHT 14112' MAX. O.C. IF WIDTH IS 33.476- & OVER (HEAD & SILL) •• ••• • • • I • • • • • • • • • •• .�,l lull ll,ll/, (:GNXIL ROTlS...•......•... ....•1 • • j'E�_tC`,'��C ENSE. '� �^ GLAZING DETAILS..._......................1 _- }�.' FIG. gi;105 INSTALLATION.. .......... ASSEMBLY TUBE DETAILS ............. A6IGHOR SPEGIII"TlCls.•....... ANGHGR QUANTITIES ........... 2 3 4 4 • l,� BN., /, I�TE DESIGN PRESSURES-..... •............ ASSEMBLE DEgAILSIBOhM..._.....• 5-% 10 •. ). • iQO I <)'� ' . fit\ • Is • /,LYN.1 1Tt A. lI MILL R, P E. • • • • • • • • Is • • •• Is: • • • •• •• ••• • • • ••• • • GLASS STACKI- 3?Nr ANNEALED OR 4EATSTRENOTHENED GLASS EXTERIOR <Ll .060• SG` 6Y KURWAU -AMERICA. INC. 3116' ANNEALED OR T. 11116' GLASS BITE J GLASS TYPES 2 & 3 Tro•NDM _T_ yt6' LAMINATED GLASS STACK CLASS STACK �I ! _ 1116' LAMINATED GLASS STACK _IWANNEALEDGLASS YIV ANNEALED OR ^-.OW'BUTAC[TE`�VB 'M'AIRSPACE�''d->,'�HEATSTRENGG®THENED GLASS BY KURAPAY 3ltU'ANNEALED .0W-SGBYKUIlARAY RICA, INC GLASS- __-.._,..'.` AMERICA, INC."""U6•ANNEALED '- .-_._3n6'ANNEALEDOR MEATSTRENGTHENEDGIASS S.usS EXTE11116' GLASS BITE "711/16" GLASS BITE (3)-� (TYPES GLASS 4 & 5 GLASS TYPES _...... _.. ............. 6_&. 7 .... Tmr NOM. GLASS STACK GLASS STACK GLASS 3MS' ANNEALED OR - - EAT -STRENGTHENED GLASS IM'AIflSPACE.. \ OW St%Y KDRWAY 3116-TEWFRED —AMERICA, INC. 43LASS' Y y 3iWANNEALEDOR • - -_ HEAT -STRENGTHENED ED GLASS EXTERIOR 01) 11/16' GLASS BITE �'Y (�� / C_l _ PRUDIICT' I<F:VI88D l as complYLnB with the Plorida GLASS TYPES 8 & 9 1nilAinal`"ie No ! -Qfi 19• !/}3� - A;Plauce /� Reviled by: Dote: Rev;: ', D: M' PrLId1K:tControl Rev'sed 8y0-1, Revs:on A: 5TH EDITION (2014) LM 5/15/15 FBC UPDATE DcrcLPGon: GLAZING DETAILS Drown BY. J ROSOWSKI 10/0 TFCHNOLOGY DRIVI" Taw eMte N. VLNICL. FI. 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Po noX I529 NOWMIS, FL 342/4 Sc Ies/Model: • ' Snew1- xNTS Maw;nq No. Rcv: CA-740 1 OF 10 MD-CA740-LM A CLRT OF AUIH. /12929G INSTALLATION OPTION t EDGE INSTALLATION ANCHORS DISTANCE (� INTO 2X WOOD, AS REQUIRED PER - TABLE 3, SHEET 4 (,2_ /)— N ; Q -3� ATTACHED TO Ir FRAME JAMB EXTERIOR ATTACHED TO r VENT JAMB[ WINDOW HEIGHT VISIBLE LIGHT HEIGHT (DLO) ATTACHEDTO FRAME JAMB a ATTACHED TO VENT JAMB INSTALLATION — EDGE DISTANCE OPTION 2 INSTALLATION ANCHORS CONCRETEICMU DIRECTLY INTO MASONRY. PER ANCHOR. EMBEDMENT REOUIREMENT .-. .... 1I4' MAX �.Bj 3} 33) {12� JAMB ,�(�� HARD• \ \- WARE TYP. ANCHOR SHIM ATTACHEDTO TYPE. - VENT SILL EMBEDMENT AND EDGE DISTANCE PER • ' . , ({ l\ SUBSTRATE. •- - / SEE TABLE 3, <./ SHEET 4. _T__ `. BUCK HEIGHT -TO FRAME JAMB {89) OPTIONAL. UN Y --- DIRECTLY TO SUBSTRATE. WOOD BUCKS -.-I I-� 10' MAX. DEPICTED AS 2X ARE 1-112• THICK OR L._-a"'- SEE DETAIL A2. BELOW GREATER. I AND 2X BUCKS (WHEN USED) SMALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. q I' WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 114•. J4 i'F �f DETAIL DETAIL Al fit• • {199�84>`� • Bix UC SR6* • • • • • • • t. ( ON N - J •EE NOT! f, • • • • ITMSS009 t 114' MAX SHIM -;; -...__.. NO .+E105 _ BUCK WIDTH — ATTACHED TO B� ,• \ FRAME SILL C8�) EDGE® DISTANCE -/jA`. own.rwrur.w . ...._ �2^ 821 C82J /_ ATTACHED TO VENT SILL EMBEDMENT 1 /\ �„�VISIBLE LIGHT WIDTH (OLD) ^) (70 .. —FOR SNUBBER REQUIREMENTS, —) SEE TABLE 4, SHEET 4. OPTIONAL ADOON —------- WINDOW WIDTH - FLANGE @ MEAD, SILL &JAMBS HORIZONTAL SECTION A -A INSTALLATION_ OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. SEE DETAIL _ EGRESS FORMULAS: NOTES; Al. BE[ t ) 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. 2)ALL WOOD BUCKS LESS THAN 1-1r2• THICK ARE TO BE CONSIDERED 1X INSTALLATIONS 1X WOOD BUCKS ARE - MA BE INSTALLED #12 STEEL SELF -DRILLING SMS, SEE TABLE 3. SHEET 4. WE APPROVED .LION, ALUMINUM, :EL FRAMING OR STEEL STUD. RIOR- WIDTH, WASH HINGE: WINDOW WIDTH - 13-1R NOTES: WIDTH- EGRESS HINGE: WINDOW WIDTH - 7.1Q1) WHEN INSTALLING COMBINATION UNITS. HEIGHT: WINDOW HEIGHT-6 ADDITIONAL INSTALLATION VISIBLELIGHT FORMULAS:10' MAX.ANCHORS R MAY NEED TO BE INSTALLED THROUGH THE WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT - 7 WINDOW FRAMES AT IW MAX -FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERL INE. SEE TABLE BELOW: CONCRETE • EVJWE14T • • • • • • • 7. '. •� '.. �j J11S ' _ w� _. PER ANCHOR • • •. •' • •y • •J • • • • • '►/" ,S'•TL-I1F (,� •., 1 D7 ILCHNOIDCY IiHNE FL 3427ri I REQUIREMENT •-- " - ---� -- T. L _ • • • • • • • �- P f Ok10 ,.• ('� •'�•Cp '-...... Q\ •�� NDVFM(:L, I'O. ROX 1529 INSTALLATION OPTION 3 VERTICAL SECTION B-B • • • : • • • • : • • . • • 4; ;S�Ut°JF.I.. NOK.OMIS• FI 34274 INSTALLATION ANCHORS THROUGH — __ A. LS'NNhtA.Lf=Ft. P.E CFRI Ut' AUIH. �29196 1X BUCKSTRIP INTO MASONRY. P E a 5B70.ri ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REV ISIA) ns com;>Iring with the FI.ride Building Code I�j-OSVR-I� M•cFpt:nce No ration Datefutlon Dale�2Q) 8 By Miam' Prodtret� Revtsen by at Da Revts�'on A LM 5/15/15 NO CHANGE THIS SHEET 0--pfion, J. ay; CROSS SECTIONS & INSTALLATION ROSOWSKI Tiff, Dnle: CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Series/TA!Mct: S Ie: SfwrfDrowinq Nu. Rev: CA-740 NTS 2 OF 10 MD-CA740-LM A A64itlond Anchors R.1rmd on each SI00 of the Frame Ati em* llbe (FAT) 1- WUMow Anchor Type Y"h ?a 1r-21V 0 0 '1 23• - 25.Ir 0 1 > 2s.. t 1 t- Wkd— Anchor pe A B,C&D u Iuwa 17' - 22.9' 0 0 23•-25.fi' 0 1 1 , R: CASEMENT (X) WINDOW HEIGHT \ h� 1 ,. WINDOW ` WIDTH ~.... ::..— 740 SERIES CASEMENT / EXTERIOR WINDOW 1-1 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 6-9. 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 W10TH 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) FIG URE 1: �C C SEE NOTE 7. THIS SHEET 10% SEE NOTE 7, THIS SHEET 740� 740 SERIES FRAME SERIES CASEMENT ASSEMBLY CASEMENT WINDOW TUBE WIND1yOW 1 MN. # 12 X 1' SMS THROUGH INSTALLATION HOLES AWNING / CASEMENT / FIXED CASEMENT (XXO) FIGURE 2: 740 SERIES' " Tjl)r AWNING//WINDOW /�1. .../fir .D FRAME _... ASSEMBLY TUBE. -� 740 SERIES f / —CASEMENT WINDOW V` F _E FRAME ----ASSEMBLY....... -^ _ .-E TUBE 740 SERIES - FIXED WINDOW' l 'SEE PRODUCrS NOA FOR - - - - INSTALLATION SPECS ql %MIN.# 12 X 1" SMS INSTALLATION (. ( THROUGH a. I c r s ,i HOLES 740 SERIES ' ` 740 SERIES FRAME 740 SERIES CASEMENT -/ EXTERIOR ASSEMBLY WINDOW ) TUBE WINDOW U EXTERIOR_ HORIZONTAL SECTION C-C 1 740 SERIES AWNING WIDOW FRAME -ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW EXTERIC <} 10 SERIES ASEMENT 1NDOW FRAME ASSEMBLY TUBE MIN. # 12 X "SMS THROUGH INSTALLATION HOLES 740 SERIES =1XED CASEMENT WINDOW FOR EACH WINDOW IN A VERTICALLY OR HOR j"T l.t4VMBINE•O AS MBLY: • VERTICAL SECTION U-D. VERTICAL SECTION E-E 1) DETERMINE EACH INDIVIDUAL WINDOW TSPE, SIZE ANd GL%V tAI JUP�SECFK� RE:1 g 2. THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 6-9, FIND THE SHEET FOR YOU16GLASS 6YPF• • • • • • • • • •• ••• •• • • • •• 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED -DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE" OR -DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE-, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP.TO-TIP. FOR SIZES NOT SHOWN. ROUND UP TO TV NEYj 61((AILABLEMjH Op V%GHT DIMENSION SOWN ON THE TABLES. 4) USING THE TABLE LABELED WN0046ANRHOR4REQUIRED-` ABLE:SHEET 4):DE jR4NE:HE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. • • • • • • • • • • • •• • • •• • • • • 5) INSTAL 1. AS PER THE INSTRUCTIONS ER SHEE192-3. NOTE TPAT ADDRTONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAYBE REQUIRED (SEE SHEET 2). AND THAT MIN. #12 X 1- ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). ••• • • • • ••• • • • • • • • • • • • • • •• •• • c • •• •• ••• • • • ••• • • FRAME ASSEMBLY TUBE. NOTES:_ 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS. USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS !N THE COMBINATION UNIT MUST BE ABLE TO INOIVIDUAI L Y COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1' SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62' IN LENGTH (AS USED IN A 63' FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) 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: AdddtoM Anchors Requited on each �- Side of the Frame Asee Uy Tu" (FAT) r LL indow Width Ane110fTy A B, C I D 17'-22.Y U 0 0 2J• - 25.0' 0 1 26•- i 1 LL Window HOW Anchor P.o......... A S. C 6 D Ir-22.r 0 0 2Y - 25.1i' 0 t 284 1 t PRODUCT RHVISF.D . aw plying with tho Florida Hwldirtg Code )5-o�j1�1.13 Ac-prortcc No /fT 6 rvApimlinn Dale p.� )o lly .. Mta:ui odoct t- W rc Q W U) J� f W 0 rQ Q J o p a U ~ r J '' O O Q LL O rZ W W . NM D to o J Q NZ n $ m w Z Y LI1 Q Q W U1 u L1J Q J �W u yQ LL U � NU. 367 D'J (�' SAIL OF ALVNN4LL� P.E. P.E.# 56705 Window Anchors Required Window Width (In) wrier 23• 25-15(le, 27-Y4' 30' I 33-trr 35• 37' Anchor Group Mchw Group Anchor Group Anchor Grail Anchor Group Anchor Group I Anctxx Group A 1 B C&D A B C&D A B IC&D A e IC&D A B C&D A 1 B C&Oj A I B C&O Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 under 23• 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 Jamb 2 2 2 2 2 2 2 2 2-Head/Sir 2 2 2 2 2 2 2 2 2 2 2 2 2 tieadlSa 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 ,V6, Jamb 1 4 d 1 a 4 4 4 4 4 4 4 4 4 4 4 4 / 4 4 4 Fiead/Sa 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 4 4 4 4 6 4 a 6 4 4 6 4 4 6 4 4 6 4 6 6 4 u 4e' Heed/SA 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 3 3 4 3 Jmu, 4 6 4 4 8 4 4 6 4 4 6 4_ 6 a 4 8 6 4 6 6 4 �Y6, HeadlSIN 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 6 6 4 8 B 4 6 a 4 8 8 1 B e 4 8 8 4 �, . Head/Sg 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jemb 6 6 6 6 B 6 6 8 6 8 8 6 8 8 6 8 a 8 tle&MM 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jerld 8 8 8 6 8 M�62 6 8 /0 a 8 10 B 8 10 6 a 10 8 72' HeedlSM 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 Jamb 6 8 6 B 8 8 8 19 8 8 10 8 8 t0 8 B 10 6 78' HesdISN1 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 Jamb B 8 6 B 10 6 a t0 8 e 10 8 Hesd/31B 2 2 2 2 2 2 2 I 3 2 2 3 2 Group Anchor Substrate ID(Manceal n. Edge Min. O.C. Distance Min. Embedment Anchor Plate Required? 1I4' steel UNraconw Block 1' 6' 1.1/4' No A e14, deal SMS (GS)TS a e14, 410 S3 SMS Pine 5/8' 11 1.818' No Alum. 318' SIB' .050" No Steel 318• Se' .050' No ud, Gr. 33 11,5/8' .035, 20 04. No B 012. steel SMS (G5) or 012,00 SS EMS . Pine 5IB• 1' 1JJ8' No 8063-15 Alum. 318' 1 518- .050• No A36 Steel 3!8-"_ .050' No A653 Stud, Gr. 33 _ _ 3/8' 5/8' .03V, 20 Ga. No 1/4" steel Utracon 2.65k Concrete 2-112, 4- 1.318' No 2,85k Concrete 1' 4' 1314' No Hollow Block 2.1/2' 5• 1.114• No C e12, steel SMS (GS) or e12, 410 SS SMS S. Pins 518, 1' 13/8' Yes 8063-TS Alum. 3r8' S!8' .OTf3' Yes A36 Stool 318• 5W .05W Yes Gr. 33 318' 5/8' .045". 1a Ga. Yes •14, steel SMS (G5)Alum. or eta, 410 SS SMSteel te S8' 1" 1.31e- Yea 318, S/8'0713' Yes P331, 3/8' 6/8' .05W Yea , Gr. 33 Well Sla' .045,1800.Yes D t14' steel Uaraeonncrete ncrete 1" 4- 1J14' Yes 2-112' 4' 1318' Yas lock 2-112' 5' i•114• Yss Filled Block 2-112' 4' 1J14' Yes 114' 41O SS Cretaflex 3.35k Concrst• 1' 5' 1.V4' No Hollow BWck 2-112- _ 51 1.114' No FIT' steel UNracon 3.6k Concrete 1414" 5" 1.314- No Hollow Block -118 FINed Block 2-112- 5' 1.314' No NOTES: 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 7 Jamb Snubber Locations Glass Typc PVS SG (Types 1, 4 & 5) (Types 2. 3 & 6-9) 12' max. from 63' and trims each and & 30' ksa Required max O.C. 12' max. from 17 max. from own 63 each end & 30' each end & 30• max O.C, max O.C. -PVB'= BUTACITV-Pr BY KURARAY AMERICA. INC. 'SG'= SENTRYGLAS Y KURARAY 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 VP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW. 7116" ANNEALED SG LAMI. GLASS. 1/4 MASONRY ANCHORS INTO CONCRETE, NOt- 80 PSF DP REQUIRED, NO ANCHOR PLATE. CASEMENT. ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF -701-90. 8) 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). AFIXED CASEMENT ANCHORS (SEE SEPERATE NOA.): A n) Fj(tQM V" 9. 4NCiAORS C•& D A41-0V A OPT-701-83.1. ER FOR THE JN18, FF�I TAPLEst. ASC+T:PE C HAS THE ANCHOR AND SURSTRATEIOESIiED AND DOES NW *r•QUIRF•THE ANCHOR PLATE. Lj PROM tAM 2B, &*CHORS ARIPREWWREMIN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. •E) OISTDOUTE ANSh"S F4l1-AWING GUIPELINES�ROM ELEVATION ON SHEET 1 • PER RULES ON S14EET 2, IWTAI.L 1 ADDITION,* ANCHOR ON THE FRAME • J SSEM;LY THE ADE OF THE FIXED CASOMENT«HE40 & SILL). ••• • • • • ••• • • • • • • • • • • • • Is • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ;AMPLE CONFIGURATIONS: �10' 10-.J. 4- a I 1 --1 4' - -'-I a- i 13,25" i PRODI KT ILEV ISED as complying-th the Florida Building Code p Attimtio. at [.� It,,,�pirdiun (Tale IO N W Y c Q —) U ~ 0 o Q LIJ a z , J_ O " 1:Z u U ¢ H LL '0 w— Q till d >� .- o Z 0 t(T F Q 0L z 3 NZ ~ F— W 0 CC w O Q —I .. (1).'y O 2 aU w U) s �U X o Z AQ Q i`U � rn ' h t ntl rn � ry 0 L l,i CI,VmN y rc u' . u NO 58705 (S /OAIA(_ A.i4AB4Ma,tEA.'? _. P.E�7667A5 r-� LI Design Pressure (psQ for Sing[* Windows, A9 Anchor Grays window Width under 23' 25.15/16-F+7 " 30' 331I7 35' 37' under 23' +701-H +7a-900 +70/90 +701-00 -701-W +7a-90 25-15/16' +70190 +7a-900 +70140 +701-90 +7a.90 +7a•90 36J16' +70190 _._............ +7a900 +70190 +70140 +701-90 -7aA045' +70140 -701-900 +7a•9D +7a90 +7a•90 +7019150.51E' -701-90 +701-900 +701-90 +7a-90 -701-90 +7a-89.260' +7a-90 .701-000+7a-88.5 +Ta•80.6 .7a-77,7 +Tor-74.363' •7a40 +701-900 +7a44,3 +701-76.5 +7003.7 +7a•70.1 72' +701-90 +T1 7.2 .7a-77.7 .601-71.5 +8a- 62.4 +601- 80.9 +l- 50.3 78' •Ta-t70 +7a$t.8 +7a-75.7 +147.3 +/- 58.9 +1. 57.2 +I- 55.6 84' +7a90 +7a40.4 +7a•71.3 +ea42.1 +/-54.2 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•= BUTACIT VB BY KURARAY AMERICA, INC. WINDOW HEIGHT _.. WINDOW WIDTH �... SEE SHEETS t 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. TABLE 6: Design Pressure (Psf) fa Windows Attached to a Vertical Frame AssernMY Tube Wtndow Width �� under 2T 2F.15 1a- 27-3lr 30' 33•il2' 35' 3T 11 Ark or Group AnchorGroup Anchor CYaup An Group Anchor Group Anchor Group Ar xha rap A B C D A B -......_+..._._._.._ C&D B A, CBD 8 A, CSD A 8 C8D B ACBD B A,CBD under 23' +701-90 +701.90 +70-90 •701.90 .701-90 +701.90 +7a-go +701-90 .70-90 +7a•90 +7a-90 +7a-90 +7a-90 +7a-9D +701-90 •7a.90 +70t•90 +7a90 25.15116" +701-90 +701-90 +70190 .701-90 .701.90 .70-90 +7a-90 7001) +70f-90 •7000 +701-90 +701-90 .70-90 +701-90 +7a•90 +701-90 .7a-90 +7a-90 38-318" +Ma 90 •701.71.6 .7a90 •7a90 +7o -81 -+7a-go •701-90 .7a-90 +7a-90 +7a-90 __. +1a-90 .7a-90 +i01-9D «7d-90 +7a-90 +701.9D .. +7a:90 ..+7a-68.9... +7a-9D 46- .701-73.1 +1.57.3 .7a-90 +7a-90 +1-64.8 +7a.90 +7a-90 .701-90 +7a-90 .7aA7.8 +701-90 +701.9D +7a-78.8 +7a-90 +Tor.90 +701.90 .7a-90 505,0• «I.69.3 .1 54.3 0 +70190 +1.61.4 +7a-90 +7a.90 .7a90 +7a-90 +Tor-93z +7a.96 .7a•90 +7a 74.8 .7a-so +7a-89.2 .70190 +7a-8a.3 +Tor-89.2 C 00" •1-50.5 .1458 .7 f.�TZN�m_7 +Tor-90 .141.8 +7a-81.2 «7a•90 +7a-5109 +701-90 +ia•702 +7b-88.5 +7a90.3 N629 +7a-8g.8 +Tor-75.2 +7a-n.7 +7a-T7.2 +7a-74.3 ......_.. . '- - NIX-89.5 +l-49.3 +7a•77.3 •7a-90 +da-72.3H�436 +7a90 H66.9 «Tor-84.3 Aa-76.5 •/-59.8 «7a-78.5 Aa•71.6 +7a-73.7 «187.8 .7a-70.1 Design Pressure (PSI or Windows Attachod to a horizontal Fl- Assembtf Tube ....... Window Width antler 23' 26.751/8' 27.3/4' 30' 330/2' 35" 37" Anctar Group Anchor Grasp Anchor Group Anchor Group Anchor Group Anchor Grasp Anchor Grail All All A9 AN 8 A. C80 A 8 080 A B CBD under 23' +7a-90 +7a90 +70/90 +701-90 +701.82.1 +Tor-90 +70190 +701-70.5 +701-90 +70/40 .7004.3 +70140 25.15MV +701.90 .70/90 +I0f-9D +70/40 +70f90 -701-90 +701.86.8 -70190 +70040 .70144 +70f90 +70140 38.318' +701-90 +70190 «70490 +70/-90 +70190 +701.90 +7a90 +7 - . a40 +7�-90• +7N+S0 46' +701-90 +701-90 .70/90 1 +701-90 +70fA0 +701-90 +70190 -XV91) +70490 at+ia-S6 •+7 -9D• S70`40.- 5"8' -70140 +701$0 +70/40 +70190 +701-90 +70190 +7a90 +7 - + +A1412 k7011W.! +76R89.2 60' +701.90 +7a90 +7a90 +7a-88.5 +7a490.6 +711-m +7a-77.7 +7Q1-47.7 �7a1j7.7 j -74,30 + 74, - .3 63' +7a-90 +70140 +Tor-90 +7a44.3 +7a-76.5 +701-76.5 +7a-73.7 +701.73.7 +7a-73.7 +7a.70.1 -701-70.1 +70/-70.1 7Z" +701-90 +7a47.2 +701-77.7 +7a-71.5 +60`42.I +fia•82A +6a40.9 +60/430.9 +6a40A +/-69.3 •/-69.3 ♦/•58.3 76' +701-90 +70144.6 +Tor•75.7 -1-67.3 +758.9 Hb8.9 84' +7a-90 +70140.4 +70/-71.3 +6a42.1 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SWEET 4 FOR SNUBBER REOUIREMENTS. • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ............... ..�.. WINDOW FRAME HEIGHT ASSEMBLY TUBE / ADDITIONAL ANCHOR (4), IF REO. WINDOW WIDTH SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10' MAX. -ASSEMBLY I / TUBE 4 1 WINDOW HEIGHT lJj\ \-ADDITIONAL WIDTH J WINDOW ANCHOR (4), If RED, SEE SHEETS i 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PRODDC( RI VISEP ns ctrnpying vv:lh 11w ilorida Buddn9Co15.o5t°I.�1A3 A.ucplsnNo Nu 7 W r 6 '(ruIke, Daiu r0 07 tml Mimni h Plaluct Q Q LU W = J V)LLJ O ct (L ~ U rU W did s Or Z Q � O O � J_ ILL 4 Q 0 o: Z W (L W v t n Z LLJ R 10 8 0 a ZW „ u) YLLJ F- W a. z O v Z r .0 „W vQ +U >> A� t.l`NN MIL'l�fl. P.E. P,El 58705 FOR GLASS TYPES: TABLE 8: PRODUCT REVISED 2) 7/16- LAMI (3/16 AN - .090" SG - 3116 AN) . complying w•Ih the Fhxida (N7diog Code (� 'SG"= SENTRYG�BY KURARAY AMERICA, INC. Acccpt:mce N.%S-OS A•i3 Lllpinrtio"fhne �r7 j8 liy WINDOW Min li ads { roduct ' 1tr HEIGHT - -.4 WINDOW W o Q WIDTH W SEE SHEETS 1 e 4 FOR j WINDOW ANCHOR LOCATIONS AND QUANTITIES. Ln W d a oQ =U W q>S Q Q z Sc = O TABLE 9 U J UL C9 Q 0 z W W g tp CV 0- 0> W > (n CO cc Q BZ o O z Y W W 0 a w o z�r ti m _J u) U W o Q ;� 0 °� cn 'U am �W FRAME a J ci `9 0ASS` �••� 10` M AK -.-i I-•. TUBE I TUOE TABLE 10: _ T wlNDow WINDOW _J FRAME HEIGHT HEIGHT ASSEMBLY _�. / TUBE !/ � ,�-�'_\ ADDITIONAL I t0• MAX. l WWIO�H � ANCHOR C� (4}.•REQ. ADDITIONAL SEE SHEETS 19 4 FOR WINDOW ANCHOR 1 `ANCHOR (4), IF REQ, LOCATIONS AND QUANTITIES SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS ttt /// ,J WO+DOW REQUIRED FOR THE FRAME ASSEMBLY ��*�e1.t 1Yh;d SEE SHEETS 1 3 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET (�� y$T09 3 FOR ANY ADDITIONAL ANCHORS y _- REQUIRED FOR THE FRAME ASSEMBLY 0' TUBE. tl _% �I C 1 S • 17' T C Jf 4at •• • • • • • • • • NOTES' • •• 000 •• • • • • ,•� 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • //�A.'L'YA{N p4ItLER. P.E. 2) SEE SHEEP 4 FOR SNUBBER REOUIREMENTS. P E.05e705 OsslOn Pressure (psi for $kills Windows, AN Anchor Gr11 o ups Willow Width under 23' 25.15r18" 2T-314• 30' J3.11Y JS' 3T order 23' alia-130 +ti0y-130 +9a-130 +1i0f-130 +9a-130 +9tl•13D +gp(-130 25.15f18' +9a-130 +tta-{30 a9a•13o +tta-130 +tia-130 a901•130 +901-130 3ttJf8' «gpy-130 +9fY•130 +epr_730 +9a-130 +901.130 afKY-130 +fia•130 48• +9a-130 +9a-130 +ga•130 +9a-130 +90h130 +pa.130 +9a-130 x li05r8' +907-1J0 •90/-130 +ti01-130 +ga•130 a9pf-130 +Sa-130 +9a-f30 80" +g0/•13D ago/-130 +901-130 +SiO!•130 +9a-130 +9a-130 +9a-130 � e3• +9a-13o +9a-13o +9a•73o +907.730 +oa-73o +9a•13o +ga-1za.e 72' +907.130 +8a-130 +9a-130 a9a.130 +90/-129.1 +9a•722.5 +9a-113.8 78' +9a-130 +9a-130 +ga-130 +t3a•130 +9a-124.1 +txv-116.T +9pf-toT.e 84' +gilt-{30 +0a-130 +pill-130 +pa•1J0 +90Y-1i8.4 t7esigl Pressure (psp for Windows Attached to n Vertical Frame AssemdY Tube I--f-�' Window Wkfb ILII{ ands 23' 2St918' 2T-314• 30' 337TY 35' 37` Anchor Grasp Anther Group Artcha GrwD Anchor Group Arttna Group Anchor Group Anchor Grasp A B C D A B CBD B ACEDA B CeD A B CAO B ACeD A B Ce0 antler 23' *lOt-40 *1a-90 +7a-90 .Ta.90 +7a-90 ,Ta-9D •7a•90 «7a90 •7a •7tl-90 +7a-90 +Ter-90 •7a-90 •7tl-90 +7a�90 «Ta•90 +7a-90 +7a-90 +la-1i0 2515718` +7a-90 •ter-9D •Ta•90•7a90 ,Ta•90+7a-90 •7a-90 +7a +7a-90 •7a•90 •1tl-90 •Ta•90 +7a-9D +7a-90 +Ter-90 .7a-90 +7a•90 •7a-903e-31e`-9o+Ter-r1.5+7a-9o•Ter-9o+last.ra-9o+7a-9o+la-9a•Ta.Ter-so•7a-9o+Ter-9o-Ter-9o.Ter-9o+la:9o+Ta90 �+70190 +7a-90 •7a-90 .Ter-9o.lot-9o+7a.908' +7a•90 +Ta•e8.9 +7a-90 -731 +/-57.3 +la•90 +7a-90 +l-84.8 •7a-90 +7a-90 +7a-90 +Ttl +la•87.8 +7a-90 +7a�90 +Ter-90 +7a-90 50-578'+9+t•54.3 +7a-90 +7a-90 +/-81.4 +ia-90 IOf-90 ,Ter-90+1a ,7aA32 •1a-90 +7tl-90 +7a-90 •1a-90 +Ta�89.2 +1a-90 •7a-90 •Ttl-84.3 +7a•90 80` +7a-84.T •70/-90 +l-5{.B +Ja-8t2 •7a•90 ,7tl-75.9 •7a .6•7a-78.e +7tl•90 +Ter-T5.2 +Ter-90 •7a-90 +7a-T783' ,/.55.7 +l-a3.670t-80.77a-895 +t-49.3 +Ttl-71.3 +7a-90 +1a-72.3+7a .3 +f�88.9 +7a-90 •7a-7B.5 +7a•74.9 •7a-90 +7a•71.8 +7a-90 +TON-8e5 +l•87.e ♦7a-90 Design Pressure (psi)[* winnows Attscne4lo a Horizontal Freme Assembly rube f � wmanv whin tl�-{ under 23" 251511d 27-314' 30' 33 11Y 35' 37" Mtna Group Arches Group Mtna Croup Mona Grote Anchor Croup Anchor Group Anther Group Anther Grail AN NI All All B ACeD A B CBD A B CAO under ?3" •7a-90 +Ter-90 •7a•9D •Ter-90 +7a�e21 i +1a-90 +7a-90 +7a-7D.5 +7a-90 +Ter-90 •Ter-74-3 •7tl-90 2S15r78` +1tl-90 •701.90 +/a-90 +7a-90 +7a-90 +Ta•90 •7ab8.8 •7a-90 •TOl-90 •7as4 +1a-90 +laJrO +7a-90 •Ter-90 •7a-90 +7a-90 •7a-W...... +7tl-90 •7a-90 -9 -90 +7a-90+Ter-90+7-+7a-90+lOr•90 •Ter-90 +7a-90 •ia-9oTTer-9oTer-9o.7a-9u+Ter-9o.la-9o+Ter-so.Ta•9o+T-9oNtia90 •7tl-90 7a-90 +70rS0 +7a•90,7a•90+1a-90 •7a-90d0190 •dW-90•la-9� *�k••y7a-90 E72' +7tl•90 +Ter-90 .Ter-9D 7a-90 «Ta�90 ,7tl�90 +7a-� •7a•90 +Ter-90+7a-90 +7tl-90 •7a•90+Ta•90 •Ter-907a�90 +7a-90 •Ttl-90 7a-90 •7a-90 +Ter-907a-90 +7a-90_ +7tl-90)a-90 +Ter-90 +7a-9o+la-9oTa•90+id-90 +7a•9o+7a-90+7a-90+Ter-90 1. +7a•90 +Ter-90 +7a-90 ,7a-90 +7a-90 +1a-90 +7a-90 • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 11: 3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) PRODUCTRB ISLO as mmplyina .cith tha Flori4a 7 7/8" LAMI. IG: 3/16" AN - 114" AIR - 3/16" HS - .090" SG - 3/16" HS hnia ng Coec ( ) Ac cpP a,cc rru 15 osj tq. 13 9) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3116" HS - .090" SG - 3/16'HS) CcpirstnnDate T �01$ 'SG'= SENTRYGLASSY KURARAY AMERICA, INC. "uun )ads ProducL(:uatrul i �......... ........................ �' Q WINDOW W a` HEIGHT = J rt ........ O --�wNDOW (L g r WIDTH �- 1; Q SEE SHEETS 1 fl 4 FOR W 2 Q WINDOW ANCHOR (9 (.9 LOCATIONS AND QUANTITIES. ZQ Z r O TABLE 12: c U {n O Q .O Z W W 'u I-- n o } DO (} u z W� pZ ci Z Y to a Z UJ TJj $ U FRAME .y Uj J 1O` MAX. _j ASSEMBLY TABLE 13, TUBE r- ® l N V fr wNDow WINDOW FRAME. HEIGHT t HEIGHT -ASSEMBLY + / ? TUBE. [.- ('..{. f _. I WOJDOW �„"i,... ADDITION �}W <>t <i '7 WIDTH �.. ANCHOR n <i f 0' MAX. (4). IF RED. - z ANpiQ NAL SEE SHEETS 1 d 4 FOR WINDOW ANCHOR c) - 14). IF RED. LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS I11 I rr REQUIRED FOR THE FRAME ASSEMBLYrp� I WINDOW I TUBE. �� .j; Jti 1ze ,� �-1 WIDTH `i '�)GE Nam(•'. SEE SHEETS 1 a 4 FOR WINDOW ANCHOR am' LOCATIONS AND QUANTITIES. SEE SHEET No. 58705 3 FOR ANY ADDITIONAL ANCHORS - REQUIRED FOR THE FRAME ASSEMBLY -7 TUBE. .� / 10 IIS LtT NOTES: • • • • • • • • • • • /� ;S`�/( ! <� % �� t) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • • rAlt{1';�{ MIILEtt. P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS P i 6a?O5 Design Preasunt (pal) br Slrtpb Wlttdawa, AN Anchor Gro G ups Wirgow Width _ urMer 23' 25.15118' _ 27-311' 30' 3Y1/2' 35' 3T under 23' •9a-130 +e01-130 +9a-130 rga-130 rpa-770 r0p7.130 +ga•130 25-15rt8' +ea-130 •8a-130 +9a•130 r1XY.130 +tqr-130 ,fta-130 r9a-130 38.18' +9a•130 r9pt-130 +9a-130 •efY-130 +9a-130 +9a-t30 •9a-f30 49' +9d-f30 a9a-t3D rypt•t30 •901-130 +OW-130 +807-t30 .9a-t 30 tiO3'8' ,9a-t30 +9fk-f30 +9a-130 +Da-130 rBOI-130 ,ga-730 +9a-130 } p 80' +f107-130 4fla-13D +9a•t30 r0a-130 +901.730 +90t-730 r9a•130 63' r9a-130 +IIO/-t30 +90f-t30 •8a-130 •9a•730 +gp/.130 ,Oa-130 77 r8a•,30 rya-130 +9a-190 •8a-130 +aa-130 +fpl•730 ,tta-13D 76' +807-130 rfMr-130 r8p7.130 •90r•130 +90!•130 +9a-130 r901.130 ik• +lia-130 rg0l•130 r001-f30 ,9pt-130 a,ta-130 Design Pressu[e (psp la WvuMws Attached to a Vedlcei karre Assemh[y Tube Window Widh L� � under 23" 2S,5n8' 27-114' 10" 331t2` 35' 31' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B CdD B A,CdO A B CAD A 8 CflD B A,CdO A B CdD under zr +Tor-90 +7a�90 +'ra•90 .7a-90 +ratio +lot-oo +7a-90 rTa-so ,7a-so .Tor -so +7aso +7m-90 .Ja-so +Tor -so .7a-so +7a.so aa•90 as -so •7a-90 +ra•9,T zs I5!t1, ,Tor-90 •Tor-90 .Torso +7a.so +ra.90 rra•90 «ra-so ,Tor-90 +Tor -so +Tor-90 +7a-9D +Tor-90 +Ta•90 +Tor -so +7a-so .Tor-90 .7a-90 r7a-90 ,7a-90 .ra-so � 1a-as" +Tor-90 +7a-J1s .Ja-so +7a• 1l0 •ra.at r7a-90 «Tor-90 ,Tor-90 +7a.90 .Ja-90 r7a-so +Ja-90 .7a.90 aaso +7a-so .7a-90 _�ta�eo +Ta•so _�za.90 +7a•90 ,Ja-90 +ra•90 � afi` •7a•T3t .r-s7.3 +7a•so •7a.90 .raa.e ,7a-90 .Tor-90 •Ta•90 +Ja.90 +7a.90 ,Ja•a7.e .Tor-9D •Tor -so •aa-so as-90 +Tor -so •7a•eas .ra-90 505r8' +f�89.3 +isa.3 +7a-90 +1a-90 +r-6,.4 +7a-90 ,7a�90 +1a-90 +ia-90 +Tor-90 +Tor-83.2 +Tor-90 •7a-90 +7a-90 •7a-90 +7a•892 +7a-90 •Tor-90 +ra�a4.3 +Tor-90 � 60' «158.5 +t-45.8 +7a-64.7 ,7a•90 +i-5L8 Aa-87.2 +7a-90 +1a-75.9 :7a-90 «7a-89tl •7a-J0.2 •ia-90 +7a-80.3 +7a-78.8 •7a-9D +7a-752 +7a-90+7a-71.2 •Ta•so 03• ++-sS.T +r-a3 a +ra-eo.7 +7a-as.s +r-aa.1 .Tor-n.3 .Ta-90 •Tor-7z.3 +7a-so +7a•r�.3 +afis.s .Torso +7a re.s +Ja-74 s +Tor-9o-o7.e .7a-so Design Pressure (N5Q for Windows Aliached to a Horizontal F1tgtle AssemdY Tube ) wlndo4 wiatt L under 23' 25.45116' 27374" 30' 33-t/2' • 35' 3T` Meftor Group Anchor Group Anchor Group Anetta Group Anchor Group Anchor Grout Meha Group AnehorOroup AN All AN AN B A, G d 0 A B CAD D A B C fl D under 23' +7aA0 +7a-90 +Tor-90 *7a•90 +7a-02.7 +7aA0 +7a-90 +Tor-76.5 +7a•90 +ra-90 +Tor-1a.3 •ra•so 2515716' +7a-� •7aA0 +7a90 +7a-90 •7aA0 +7a-00 +JaA8.8 +Tor-90 •ra-90 +Tor-& +7a-90 •7a-90 38-318' •7a-90 •7a90 +Ta-90 +laAO +Ta-90 +7a-90 +Torso �ra-90 ya•� •J �90 -90 48" +7a-90 +Ta-90 +la•90 +7a� +7a-90 •7a-90 •Ta-90 �ra-90 •Ra•90• +71!•911 M10.90 • +ia-90 50.5/8' •7aA0 +Torso +Ta-90 •7a� +7a90 +7aA0 •7a-90 + a•90 - -9D + a•90 F60" aso•ro-so•ro-so+Ja-9o+Ta�s6•Ja-9o+for-9o•aw-9o•+ra47q Ta-90 +7a•90 +7a90 +7a-90 +7aA0 •7aA0 •7a-90 +•ra->b72' a7(V1'-9M0 7a•� +7a-90 •Torso+7a-90 •7a-90ra+7a-9o76'Tor-9o•Ja-9o+Torsowaso•Tor-9oV-90 aaa-90 +7a 90 • ro-so +Ja•so wa-so • • • • • • i • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t- ''' Design Pressure lost) l r Single Windows, All Anchor Groups UWindow Width under 23'%.70.1-90 27.914" 30' 33.112" 35" 3T under 2Y +701-20+701-90 .7a-9D +70140 +7a90 +7a-90 25.15/16- +7a-90+701-90 +701-90 +701-90 +7a•90 +70140 36J18' +701-90 .7a•90 +7a-W +1d9D +701-W +7a•90 48' +7a 90+7a90 +701.90 +7a90 +7a4o +7a•W50-Sr8" +70140 , +701-90 +7011W +701-90 -70190 +701-90 60' .. +701-90 +701-W +70f60 .701-90 +701-08.0 +7a84.6 63' +7Dd•W +7a-W +7a-goo .70f-W +70f47.2 +7d84 +70f•79.9 72" +Ta•W +701-90 +701-88.5 +7a-01.5 +6a-7o •6a89.4 .6a-87.6 76' +7a-90 +7a90 +7a-88.3 +7a-76.7 +Ba-07.2 +80785.2 +801-03.3 84" ................................................. +701-90 +70190 +7a81.3 +6a•70 +60I81.8 FOR GLASS TYPES: 15) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) "PVB•= BUTACITE*PVB BY KURARAY AMERICA. INC. WINDOW HEIGHT j;WINDOW,_ WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Pressure (psQ for Windows Attached to a Vertical Frame Assembly Tube I-j I Window Width III under 23' 25.15116' 27-3/4• 30' 33.1/2' 35' 3T �1�J11 Anchor Group Anchor Group Anchor Getup Anchor Group Anchor Group Anclwr Group Anchor Group A I B C D A `-a C&D B A,C&D A B C&O A B I C&D B I A,CAD B A. C&0 under 2T +701-90 +70/-90 +70190 +70190 +701•90 +701-00 +70191) +70190 +7a90 +701-90 +70f-W +7a90 +701-90 +7a-90 +7a-90 +70/-90 +701-a0 +70/40 +70190 25-1511G +701-110 +7111-90 +711191) +7111•W •1a90 +7a-90 +7a-. +70190 +711194) +111. +7a-W +101-90 +70191> +Ta-- +70190 +70f90 +70190 +701-90 +70190 98J/8' +701-90 .701-71.6 +7a90 +70190 •70/41 +701-90 +701•W +7a90 +7a90 +701-90+7d90 a7d-W +7a-90 +7d90 +7a90 +7a-W aTa-90 +7a90 48• +70/•73.7 +147.3 +70190 +701-90 +/8d.8 ..... a70/90 +70v90 +70190 +70/-90 .70/•W t701-07.6 +701-90 -70f•90 +70178.8 *700•90 +7a90 +70190 +70J88.9 +7a90 so -we, +169.3 ,/84.3 +70f90 +70/-90 +191.4 +70/90 +70/9D +70190 .7a-90 +70f90 +70183.2 +70090 +70f90 +701-74.6 ,701.90 +7a89.2 •70190 +70t.84.3 +70190 60• +138.5 ,/-45.8 +70f84.7 +701-90 '051.8 +701.81.2 +7a90 +71.7s.9 +70190 +701-99.8 +7a-7o.z +7a90 +7a80.3 +162.9 +701-W +70/-75.2 .7a$B.8 +7a-71.2 +70/64.6 63• +185.1 +143.8 +la-00.7 +7a6a.5 Nd9.3 +7d-77.3 +10,_. .7d-72.3 +1a-90 +7d85.3 +/-08.9 •7a90 +7014&5 +/s9.9 +701 +7d-71.g +701 +!-07.B +701a9.9 Design Pressure (part Tor Windows Attached to a Hodzontai Frame Assembly Tube Window Width undo, 23' 2515118' 27.3W 3W 33+U2' 35' _ 3T Anchor Group Anchor Group Anchor Group Anchor Group Anchor Grote Anchor Group Anchor Group As AI AN All 8 A,C&0 A B C&O A B C8D under 23• *7a-W +7a96 +7a90 +7a90 +7a$2.1 +Td-90 +7a90 +7d-78.5 +7a$0 +7a90 +7a•74.3 *7a90 .. 25-15116• +701-90 +7a90 +7a•90 +70190 +701-W +701-W +7a$8.8 +70190 +7a90 +7a64 +7a-9D +701-90 3B3/B' +7a•W +7a90 +7a90 ,ta90 +7a90 +7a•W +7a90 +7�190 +70(�D 01 +7 -W + 48' +70/40 +701-W +7a90 +7a$li +7a90 •7a•W +7a- o .00 .To�W •+tfa-09 .71M•90• 7a90 WSAr +7a90 +701.90 +7a90 +7a90 +7a90 +701-90 +7a90 +70/ a 9D 80• +701.90 +7a90 +7a-90 +701-90 +7a90 +70190 +7a88.6 +7S-rb.6 •7•/418.6 &M-64.d +70/84.9 0'".8 S 63' +70190 +70190 +7a90 +7a•90 +7d-07.2 +7a-67.2 .7a84 +7d84 +7a-04 +701-79.9 +701-79.9 .701-79.9 72' +7a90 +7a90 ........._._ •7a-08,5 ♦7a81.5 +8a-70 +8a•70 +8a-09.4 +80/69.4 +8a69.4 +8a67.6 +6a87.6 +6a87.6 76• +7a-90 +70190 +7a-88.3 +7a-76.7 +6a87.2 +8016T2 +Ba85.2 65 +6a85.2 * 6.3 +8d-03.3 .Ba-83.3 Ll 84' +7a90 +701-90 +70181.3 +8a•70 +60161.6 +8d81.8 • • • • • • NOTES_ 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS, 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • WINDOW-) FRAME HEIGHT -ASSEMBLY j TUBE 10• MAX. ADDITIONAL ANCHOR ..... I WINDOW WIDTH (4). IF RED. I . Y" SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10'MAX, -ASSEMBLY TUBE WINDOW HEIGHT _ I WINDOW 4� �i WIDTH ADDITIONAL -ANCHOR SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. IMtODUCTUEVISF.D ptymg kith the Flurwa i<ctmrwimmgc>14 5-o5ig-t3 Acaptantt Nr� �186 C.pintbn Date I, fY � J � � g OO ti fn z V LI g r z fZf�� r Q O Z n. Q o +O n 00 to N a LU ? > pZ !� a $0 to (n 0 Z ^�+ YLU W LLI ct ct a0 L LJJ uQ o� 0 SO II li iNsv �, II u nn ° O i ( n min '1 ii 1;1 c,QNS( G2ios " VIP ILO i,1A!L'YNM FNRLFid.b.E. - P,E,e 58705 FOR GLASS TYPES: TABLE 17: 6) 7/8" LAMI. IG: (3/1T AN - 1l4" AIR - 3/16" AN - .090" SG - 3/16` AN) PRO plying %vith I nx ttenplying .r)th II>c hlnrtda Building Crdc 8) 7/6" LAMI. IG: (3/16` T - 1/4" AIR - 3/16" AN - .090" SG - 3/16!'AN) A�apt�KNe tS-a5 q. t3 pspim:ion nMt t.Z018 'SG'= SENTRYGLAS RV XURARAY AMERtCA, INC. Ny- Mismi sd: Produr.'1 w '¢ WINDOW LU HEIGHT = jl O �I WINDOW = (L {` WIDTH SEE SHEETS 1 A 4 FOR w WINDOW ANCHOR C9 LOCATIONS AND QUANTITIES. Q Z J r TABLE 1S lL O aw ` a) a N t'n 00 CO p ;.I`- O W O Z r O Z 3 w U' a z ILLI Z LJJ :: m J Cn a (9 W Q FRAME J c X 0 ° U 10'MAX. �-.-- -ASSEMBLY TURF. TABLE 19' C� rV N flt .�. WINDOW I j • n Z HEGHT I ( WINDOW FRAME 11 I 'r HEIGHT -ASSEMBLY 1_.. I....._i- / i' m,n TUBE l.'_. , j 1 WINDOW (� � aT I.w o o C,� .I..S.......- WIDTH 70' MAX. (4), IF REQ. 1......... d z rc SEE SHEETS 1 A 4 FOR WNDOW ANCHOR ADDITIONAL LOCATIONS AND QUANTITIES. SEE SHEET ANCHOR 3 FOR ANY ADDITIONAL ANCHORS �� (4), IF REQ. r, REQUIRED FOR THE FRAME ASSEMBLY \ �r3Nti IYNA; `�.. WINDOW TUBE. CC�.'tlGl'iJS(�'•. �F,� �� WIDTH `, SEE SHEETS i A 4 FOR WINDOW ANCHOR _ Nu. 58705 `T LOCATIONS AND QUANTITIES. SEE SHEET '• 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY / TUBE. : 0 ST TE 0 C": NOTES: • • • • • • • /)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.lYrut {,4LIl)E'R, PE. 2) SEE SHEET 4 FOR SNUBBER REQUIREMEN tS. P.Es M>Or Design Pressure (ps0 br Single 1Mrdows, AN Anchor Gro ups Window wean under 23• 2bi61i8' T7.3/4' 30' 33-tIT 3Y 3T' under 23' ap01.130 +9a-1F+-43 30 +9a-130 ago-130 +401.130 +40!-130 2515/1tY r8pr-130 +9a-1 30 +9(Y-t30 +80/-130 +8d-t3D +fi01.130 38�7l8' •9D1-130 30•81Y-730 +1)Ot•130 48' •1Xl1-130 ago-1 30 +gill-130 +SX9.130 +(q1-130 +8a-130 50-0rB'Sa-130 +9a•5 30 +BOr-130 +aY-130 a9pr-130 +p0113080' a90l-t30 aiia-1130 •90V•130 +9a-130 +9a'-t30a4pr730fpl•130 pa-S 130fl01-130 +8a•130 +901-1307Y ,9a•130130t30 a901•170 +11a•124.8 +gpf•115.7 T6'+9a-130+iXY-1130 +8d-130 +9a•128.2 +Ba-t 18.7 •g0/-709.8 84' +401-130 +8a•130 +1XN-130 +401-t30 +40/•118.4 _.............................................._.._...........- OesiOn Pressure (Pst) ra Windows Ntache�6 to a Veditel frame AssvndY Tube . Window W idh ands 23'• 2S75t16' T7.3:4' 30" 3311Y 35' 37" i.- -""' Anchor Group Anchor Group Anchor Group Ancha Group Mcndr Group Anchor Group Mtna Group A B C U A B CAO B A,CAD A B C8D A 8 CAD B gCAD A B CAD under 23' +7a-90 +7a�90 •7a-90 +7a-90 +7d-90 *Ta-90 +7p1.90 +Ta•!)0 ,7d-90 ,Ta-90 +7a-90 •7a-90 +7aA0 +7a-90 ,7a•90 •7a•90 +7a•90 ,Ta•90 +7a-90 •7aA0 2S/5r18' •7a-90 •7a-90 •7a-90 +7a90 +7a-90 +7a-90 +7a-90 •la- 90 ,7a-90 •7a-90 +Ia-90 +Ta•90 .]a 90 ,Tor-90 •7d-9b +7a90 +Ta-9u +7a-90 «7a-90 +7aA0 38 3/8" «7a•9D a7a-71.8 +7a-90 •70t-90 +7a-81 +7a-90 ,Ta-4o .la-4o +rasa .Ta-so .Ta.so .7a-90 .7a-s0 ,aa-90 .ro-4o +7a-4o •7a-90 .___......_.......... .._ +7a-90 ,la•90 +7a-90 4e" +7a.73t +IST3 .7a-4o +7aso •J-04.A a]a-90 +Ta-4o .7a-90 +7a-so .]a-9B +Ta-eT.e ,7a-9D as-90 .7a-90 +Ta-4o •7a•90 +Ta•4o +ra-so a7a$8.9 «ia-90 .. 50-518' •I-B9.3 N•54.3 +7a-90 •7a-90 +i-81.4 +7a-90 +7a-90 •7a-90 +7a-90 «7a90 +7a-03.2 •7d-Sp +7a•90 +7d-90 +7d-90 +7a89.2 +7a•fl0 •7a-90 •7a�84.3 •7a•90 � 60" +(-58.5 N•45.8+7a-90 H-5T8 +7d-81.2 +7a90 +7d•75.fl +7d-40 «7a-89.6 •7a-70.2 +7a•90 •Ta-fX1.3 +Ta-IBB +7d•9D +7a•762 +7a-90 •ta-fl0 +Ta-7t.2 +7a-(Xt 63" +1.55.7 +t-43.8 •7a80.7 +7a-89.5 +1�49.3 +7a-7T.3 •7a•90 «Ta�72.3 +7d-90 +7a•&5.3 H.Fi6.4 +7a-90 •7a-T8.5 +7a-74,9 «7a-90 +ta-71.8 +7a�90 +Ta•BAfi N-8'7.8 •7d-90 Design Pressure fps tx WlMows Attached to a Horizontal Emote Aaeemdy Tube Window Width -• Ll alder 23" 25-15Li6" 273/4' 30' 3Zi@' 35' 3T Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group �� aoup Anchor Group AN NI AN N! 8 A.CAO A A B CAD abler 23' +7a-90 +701•g0 +Ja-90 a7d-02.1 +7d•90 +7a•90 0+7a-90 •Ta•74.3 eta-902ti15/18'a7a-90 +7a-90 7a-90 a7a-tb+7a-4oa7a-fXl +7a-88.A +TQI3aartra7a-I» alaai0 [701-90 7asoa7a-4o+laso•Ta-9olaso1o•+tlr-4o•«]0•90•«ta41D W47of-90 48' +701.90 «7a-90 7a•90 •7a-90 +7a-80 +Ta-90 +1a-40 ia+_50•S'8' •TOIAO +7a-90 7a-4o+7a-80 a7a•90 +7a-90 +7a•9090• +70lW •+71i90 • • +7a-9080" +7d-90 +7a-90 7a-90 +Ia-90 +7a90 +td-90 +Ta•BO 0 r7a•4o +1a-90 a7a4Xl gt 63' +7a-90 +7a90 +Ta-90 •7a90 +7d-90 a7d•tX) +7a-90 a7a-90 +7aA0 aTa90 +7a-90 +Ta-90 7r +Ta-4o +7aso +7a-90 .Ja-90 •ia•90 ,7a-so +7a-90 +Taydp• +ta +Ta- .la -so 78' +7a-90 +7a-90 +7a4i0 «1a-90 ald•80 +7a-90 +7a •a7a•� +7a-90 +7M40 +TOi90• •7a•QD I34• +7a-911 aTa410 +7a90 a7a•40 +Ta•40 +Ta-90 • • ••• • • • • ••• • • • • IN • • • • • Is • • •• IN: • • • •• •• ••• • • • ••• • • "em 29. # Description Material 1 7002 Main Frame Head, Sill & lamb 6063-76 Alum. 2 7071 Anchor Plate 6063-T6 Alum. 3 7003 Sash Top, Bottom & Side Rail 6063-T6 Alum. 4 70M Frame Corner Key Sled 5 7W9 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Comer Gasket Vinyl Foam 8 7070 Bulb Weatherstrl .187" x .275" Flex PVC 70 10 7024 Maxim Multi Point Lock Steel 11 7026 Lock Support Mate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 _.......... Tie Bar Assembly Steel or88 15 7028 Maxim Dyad Operator, WWr-24" Steel 16 7027 Maxim Dual Arm Operator, WW>24" Steel 17 7030 Opera rGasket Vinyl Foam 18 7031 Operator Backing Plate Sled 19 70S1 Operator Spacer Block Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track & Slider IDual Arm Steel 22 7023 Egress Hinge(Heavy Duty), Manuf. by Truth Steel 23 7050 Egress Hinge/Washable (HO), Manuf. byTruth Steel 24 Snubber Anti -blowout Clip Steel 31 DuraSealSpacer Steel 32 1713 Setting Block 37' x 3/le x 1-1 4" EPDM 33 1714 Setting Block 5/32" x 7/16" x 1- 4" EPOM 35 7036 Lanni Bead B 606348 Alum. 36 7042 Lami Bead C W63-To Alum. 37 7059 Laml Bead D 6083-T6 Alum. 36 1224 Vinyl Bulb Wst Thick Flex PVC 70 39 1 1225 Vinyl Bulb Wst Thin Flex PVC 70 50 Dow 899 Silicon Backbedding 60 7006 Screen Frame 3105-1-114 Alum. 61 7040 Screen Corner Key Polypropol- 62 Screen Cloth Fiber9less 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stainless Steel 70 134 Add -on Flange 6063-TO Alum. 71 7004 Frame Assy Tube 6063-TB Alum. 80 018-32 x 1/2' Ph. Pn. Mach, Scr TYPE 0 Stainless Steel 81 1157 #8x 1/2" Ph. Pn. SMS -- Stainless Sted 82 48x 5/8' Fi. Ph. SMS Stainless Sled 83 #8 x 7/8" Fi. Ph. SMS Stainless Steel 84 98 x 1" FI. Ph. TEK Stainless Steel 85 #8x 1" Quad Pn SMS Stainless Stael 86 #8 X 1.1/2" Quad Pn SMS Stainless Steel SI #lOx 7 2" Ph. Pn./TEX Stainless Steel 84 #10-24 x 9/16" Ph. Pn. TYPE F Stainless Steel 90 p12 z 1" Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR 1S T, SASH i.�rssrr-nc� 00 •• • • • i"rliI•+11+�, A. LYNN MILLER, P.E. P El selos • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .062' NOM, __. -434' 2.9t9' 439'�- I .062OM. ij N ..... - 1.15T I..._... �-+ - 2.764' 2.13T FRAME HEAD, SILL & JAMB #7002, 6063-T6 t.356' _40- .095' 2 l ANCHOR PLATE / #7071, 6063-T6 7os O50" - 865, 35 BEAD B cin) #7036, 6063-T6 — Jr .172" .870" .050, -►��+ - .569" BEAD D �37) #7059,6063-T6 1070 Tt C11NOLO0Y UkIYF N. VCNICF., FL 34777 P.O. BOX 1529 NOKOMIS. FL t4274 CERT OF AUTf1. JZ9296 t } SASH TOP, \3 l BOTTOM & SIDE #7003, 6063-T61 rYf, .640•1.000, FIXED ( /� SCREEN FRAME (`—, #7006, 6063-T6 .523' .050' — (�-- r -865' BEAD C #7042,6063-T6 Rev.,,,," 0. -- Revixad 8y: Dale: Revfsi4n A' LM 5/15/15 NO GiANGE TH'S SHEET BOM AND CORNER VIEWS --� 1.124''►-- 125' 2701" .062" L. .093' it �\ FRAME 71) ASSEMBLY TUBE #7004, 6063-T6 2.203' rLs .093' ..TT 093, J (%o)ADDON FLANGE #134.6063-T6 PRODOOP REVISED as complying wilh the I%rids th:asng a,'k Is o514. t3 Arccpt:xicc No. n, iinlinn UNc Ry Mimri ale Bodoni CASEMENT WINDOW DETAILS - LM & SM ,ar;eelMonctr Scnt" ;n.rc Dra"rn9 N CA-740 NTS 10 OF 10 TMD- J ROSOWSKI 08/08/12 CA740-LM I A MIAMI•QADE MIAMI-DADE COUNTY PRODUCT' CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries 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 (hi 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 AM 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 "CA-740F Fixed Casement" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740E-LM, titled "Fixed Casement Wind�AaO�tails - LM", sheets 1 through 11 of 11, dated 08/08/12, with revision A dated 05/15/15,;refaW by niAddNeturer'•••;• signed and sealed by Anthony l..ynn Miller, P.E., bearing the Miami —Dade County Nodu t Cons?ol.Itavision stamp with the Notice of Acceptance number and expiration date by the Mia ;Vj�c County•'Product""* • Control Section. . • • • .••••• MISS.I.LE IMPACT RATING: Large and Small Missile Impact Resistant •••• •0090 •••.• • • • ••• ••••• LABELING: Each unit shall bear a permanent label with the manufacturer's ::>!*:•• or logio•,• ci state • • • • • model/series, and following statement: "Miami -:Dade County Product Control APJ)J-Q;k,, unless Qtherwise •• noted herein. : • ; . • ••••i• RENEWAL of this NOA shall be considered after a renewal application has bcdi filC4 and there has been • ...... no change in the applicable building code negatively affecting the performance of thSl 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 NOAH 12-1218.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0519.15 MIAMI•DADECOUNTY Expiration Date: April 11,201.8 yM7)15 Approval Date: July 16 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1218.11) 2. Drawing No. MD-CA740E-I,M, titled "Fixed Casement Window Details -- LM", sheets l through 11 of 11, dated 08/08/12, with revision A dated 05/15/1.5, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure `Pest, Loading per FBC, TAS 202-94 3) Water Resistance "Pest, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram. of a series CA740F aluminum fixed casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7063, dated 09/17/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 12-1218.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying zwitb .K3V-V.h Edition (2014) dated 05/16/15 prepared b manufacturer, si d d seal] p p Y t�K► � �� 12Y Anthony Lynn Miller, P.E. ...... •.. •. • �,..;, 2. Glazing complies with ASTM E 1.300-04 • • • • • • D. QUALITY ASSURANCE "" ' "' • • ...... . . ..... 1. Miami -Dade Department of Regulatory and Economic RcsourAP%(jtER)..; •:,• ...... E. MATERIAL CERTIFICATIONS 0 0 0 0 00000• 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amtri0plue. for their :....: "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring ofl tlll;1/16. 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. A'Ianuel P ez P.E. Product Control x iner NOA No. 1-0519.15 Expiration Date: April It, 2018 Approval Date: July 16 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE. SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t1 Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS L Notice of Acceptance No. 12-1218.11, issued to KIT Industries for their Series "CA- 740F Fixed Casement" Aluminum Fixed Window - L.M.I." approved on 04/11/13 and expiring on 04/11/18. . . .... 00000V ...... .. . ...... .... . ..... ...... .. . ..... .... . .. ...... . . . . ...... .... % . �ie�U_v Manuel Pere , Product Control E er NOA No. 15-0519.15 Expiration Date: April 11, 2018 Approval Date: July 16 2015 E - 2 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT FIXED 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-DACE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3. SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X ARE IIAW 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 SF. ALINGIFLASHING 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. W000 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 TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8, POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND PASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOS. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -7 9) REFERENCES: TEST REPORTS FTL 063, 3579 3580 3724' ELCO ULTRACON NOA: ELCO CRETEFLE.X NBA: ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. DESIGN PRESSURE RATING I IMPACT RATING VARIES. RATED FOR LARGE & SMALL SEE SHEETS 6-10 MISSILE IMPACT RESISTANCE 5 4* MAX- r."-' 89' VISIBLE LIGHT HEIGHT (DLO) 23' O.C. MAX. IF MEAD OR SILL IS 60" OR LESS. 60' WIDTH LIGHT WIDTH (DLO) B. SEE SHEET 2 LLI 4- MAX. 19" O.C. MAX. { IF JAMB IS OVER W. / A. SEE / SHEET 2 HEIGHT 1 23' O.C. MAX. IF JAMB IS I60 OR LESS. IT D.C. MAX. IF HEAD OR SILL IS OVER 60". TYP. ELEVATION OF FIXED CASEMENT WINDOW Glass Types Sheet p 1 5/16' Lami (1/8 An - .090" PV8 - 1/8 An) 6 2 7116' Lami (3116 An - .090' SG - 3116 An) 8 3 7116' Lami (3110 HS - .090' SG - 3116 HS) 9 4 718" Lami, IG (1/8' An - 7/16' Air - 1/8" An - .090' PV8 - 1/8" An _ 10 5 7/8' Laml. IG 118' T - 7116" Alr -1/8' An - ,090' PV8 -115" An 7 6 7/8' Lami. IG (3116' An - 114" Alr - 3116' An ..ow SG - 3N6" An 8 7 718" Laml. IG (3/18" An - 1/4' Air - 3116' HS - .090' SO - 3118' HS 9 8 718' Lami. IG (3116- T - 114" Air - 3116" An - .090' SG - 3116' An 8 9 7/8' Lami. IG (3116- T - _14- Air - 3/16" HS -.OW' SG - Y16' HS 1 9 'PVB-=BU i AOI1t VY 15 IN I tll lto.r nVrVvw*lwl • • "SE'• OENIRYOLAS IVTERtAYE%BY KY AMERI INC. GEtJ ! i GENERAL ROTES ..• •..}.. L GLAZING DETAILS ......................... . 1 r No. 50705 Tr ; INSTALLATION .............. ................ ASSEMBLY TUBE DETAILS ............. ANGHQR sPic4FICAnoys. •.....•4 2 3 • •'- AIICHOR QIIBM'ITIES........... •....... 405 • • '. j •. OL�SIGIN PRESSORES........9 ........... 0010 • • '• hk ASA SLY E;TAtLftC#A.. iq v, j A.L4Md A4�.tER. P.E. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NIS'LAMINATED --I`— GLASS STACK I' EXTE-P OO .OW BUTACITE PVB BYKURARAY AMERICA. INC. JW ANNEALED GLASS 11I16" GLASS BI++TE 7. GLASSSSTACK TACK ' pM-S. BY KURARAY 311W ANNEALED OR -- "AfARICA, INC. HEATSTRENGTHENEO-� GLASS SIi6'wNNEALE00R '---HEAT-STRENGTHENED EXTERIOR (3B� GUSS ........ I.......... �. 11116' GLASS (36�- BITE 611 i GLASS TYPE 1 .— GLASS TYPES 2 & 3_ 716' NOW GLASSSTACK � 5ltg'UMIINTED 7f6' MOM. GUSS STACK ........ ..... 7n 8'UMI.NATED �..1I GLASSSTACK r� GLASS STACK IW ANNEALED " GLASS "` _ y1g'ANNEALED OR ?AV AIRSPACE•. _ " ,' 080" ty t!A'NRSPACE .�_ - - "'HEAT -STRENGTHENED GU: 1/6'ANNFALEOOR- PV8 BY KURAIUY LIY ANNEALED �� Y KVRAR 099' SC%V KURAAAv AMERICA, INC. TEMPERED MASS'' • -`� AMERICA, INC. GLASS / • ' Il6'ANNEM.EO <39}-•, -- YIV ANNEALED OR HFJ,TSTRENOMENEO GU € GLASS EXTERIOR 111166*ITE G SS <� �7.. 'tGLASS IM6BITE '{3J} II(LNIR ..... `I GLASS TYPES 4 &5 GLASS TYPES 6 & 7 70 6' GLASS STACKT'rl._ GU/SS STACK lT 7itg7/AN6N'LMALENDOT RO F_ 3n6'TEtM0PERED 090' DUPONT SG-BY GLASS •. • (�'' -- --_1(URARAY AMERICA, INC I _ 311K AWEALED OR HEAT -STRENGTHENED GU EXTERIOR `f 371 11li 6" GLASS BITE 1010 TFCHNOI.oGY DRIVE N. VENICE, FI. 34276 P.O. box 1529 NUKOMIS. FL 34214 GERF. Of AUTH, 09296 T RODUCr REVISED at cxlmpiying ".0) d. Finridn GLASS TYPES 8 & 9 N"i411np ('..dc A,:repm cNo 15-ID51g'1Se Vcv;srn (jY Core: HevFtion N: B. mix By Min m ids PrnducC i Ca d Ye.iseJ By. Dole. R '9N A: 57H EDITION (2014) LM 5115/15 FOC UPDATE ikso;PTroe: m— HY. GENERAL NOTES & ELEVATION J ROSOWSKI Nk: FA11e' FIXED CASEMENT WINDOW DETAILS - LM 08/08112 y.1�;ns/MMeI: $CAM: I Sheel. D,nwinq No. Rev. CA-740 NTS 1 OF 11 MD-CA740E-LM I A INSTALLATION INSTALLATION EDGE __ ......... _.. _....... DISTANCE ..... EDGE DISTANCE OPTION Z OPTION 1 "7" INSTALLATION CONCRF,TEICMU INSTALLATION ANCHORS .� —" ! PER ANCHOR ANCHORS DIRECTLY INTO 2X WOOD. ` EMBEDMENT: REOUIREMENT INTO MASONRY. I. •�� !_ TYP. ANCHOR 1l4'MAX -"" _— TYPE, SHIM Q...,. \\ EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. • . — AS REQUIRED ��.(1 PER TABLE 3, } SEE TABLE 3. SHEET 4. -�- SHEET4- gq C3� EDGE •' r tt r —•:.- DISTANCE •• .:: I j , 61- 37) EMBEDMENT wit HEIGHT EXTERIOR TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3. SHEET 4. VISIBLE LIGHT HEIGHT (DLO) INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. 1 38 BACK HEIGHT OPTIONAL ADOON FLANGE @ HEAD, SILL & JAMBS SEE DETAIL Al. B 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. 2) ALL WOOD BUCKS LESS THAN 1-1t2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD DUCKS DEPICTED AS 2X ARE 1-112' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD DUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1l4', ELOw i INSTALLATION _OPTION 4 INSTALLATION ANCHORS DIRECTLY - -- --- BUCK WIDTH -- --- --- ----�'-� INTO METAL. AS REQUIRED 012 STEEL PER TABLE 3, �2}�—SELF-DRILLING % SHEET47 ...... SMS, SEE TABLE 3, \ 7 {� I/ SHEET 4. -- - --7_jo�_ i - -- DADE APPROVED .— .---------- . MULLION, ALUMINUM, STEEL FRAMING OR 38 39 STEEL STUD. 36-37 ------ VISIBLE LIGHT WIDTH (OLD) EXTERIOR WINDOWWIDTH —-PJ HORIZONTAL SECTION A -A 10- MAX. II Y r DETAIL Al t I 1 ••'X" .. BUCKS IP, • •. � • • -- _ • SEE V 2• • • • • • • • • • • • 13V !•. - 1fi- r( i ' /� *THIS SHEET• • • • • • • - . J 1 i n SF ' :`P ...- - 1!4MAX SHIM - T' •. 3: :- —' BEOM CONCRETE`....., •• • •F%'1 EFiT• ••• • 1 _ '- _ .� JUTS .' PER ANCHOR s • • , • • j • • • • y'(��•.. :. ^t VI' REQUIREMENT ...'._—�.�- • • • • • • •• • • Y •/[021DF�,. �` VERTICAL SECTION 8•4 _... A. L1INN MILER, P.E. P.E Y rA705 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1 I i- -•.- SEE DETAIL A2, BELOW �. -- -=''• DETAIL A2 1010 1FC.i ENoLOC,Y DRIVE N. vT.NICF, FL 14215 P.0 Oox 1529 NOKUMIS, I'L 34274 CLRT, Of A111H. #29296 NOTES: 1) WHEN INSTALLING VISIBLE, LIGHT FORMULAS COMBINATION UNITS, W DTH: WINDOW WIDTH - 7 ADDITIONAL INSTALLATION HEIGHT. WINDOW HEIGHT - 7 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: .... Addiliwwi Anchors RogA*d on each Skke of the Fmms Assam" TuW (FAT) N u q Window W,dlh Mawr A q B, C & 0 IT, •22.9' 0 0 �!S 23' • 250 0 1 LL Wndow HdOht AndwtT pe A I S. C & D 1r-22,&' o 0 2r • 25.9. 0 1 20'+ i t P¢v�se+) BI• Dote' Revs. nrr A: 1 H T PRODl ICT REVISED "ptan ns tx nlplyiny, with tM: Florida Dupl Coi:�y-OSI�t• Acccco No B. inium Date 018 D� Miamr >sdcP/odtx4 LM 5/15/15 NO.,HANGE TH S S EE D¢s<npnon: Draw¢ Rr GENERAL NOTES & ELEVATION J ROSOWSKI PU¢o IMtn FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 S<rtax/MOOeI: tic'ele: 'MelDro 3 No. Rnv: CA-740 NTS 2 OF 11 MD-CA740E-LM A FIXED CASEMENT (0) 1 WINDOW HEIGHT fj L WINDOW _ WIDTH .17 74O SERIES FIXED EXTERIOR CASEMENT (". WINDOW V 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 6-10. 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) 0IMENSIONS 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 TABLES LABELED WNDOW ANCHORS REQUIRED' (TABLES 2A & 2B, SHEETS 4 & 5). DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD. SILL AND JAMBS OF YOUR WINDOW, 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. FIXED CASEMENT / CASEMENT (OX) AWNING / CASEMENT / FIXED CASEMENT XXO) FIGURE 1: / C C / 740� 1111 740 SERIES FRAME SERIES FIXED ASSEMBLYCASEMENT CASEMENT TUBE WINOOW WIN1�OW Ij `{j f " 1 i FIGURE 2: 740 SERIES _ AWNiNO - / Iy _ NINOQW ..__ 1 ►-D FRAME _ ' ........... _ ... ASSEMBLY TUBE 10', SEE NOTE J, � � p THIS SHEET �� 740 SERIES \ ,may CASEMENT W W WINDOW 1 .� E FRAME - ��----^^^^---ASSEMBLY. L E TUBE 740 SERIES FIXED - CASEMENT WINDOW 'SEE PRODUCT'S NOA FOR INSTALLATION SPECS MIN. #12 X 1' SMS THROUGH INSTALLATION HOLES 740 SERIES FME FIXED J� EXTERIOR ASSRAEM CASEMENT I L. TUBE WINDOW V HORIZONTAL SECTION C-C. __� MIN. 112 X 1' SMS j THROUGH INSTALLATION HOLES 740 SERIES CASEMENT WINDOW EXTERN 0 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTR OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES - 740 SERIES FASTENED TO WINDOW, AS SHOW IN AWNING �'-� --- CASEMENT DETAILS, WITH MIN, 812 X 1"SHEET WINDOW' •='; WINDOW' METAL SCREWS. USE THE SAME )� SPACING AND QUANTITY AS THE FRAME OPPOSITE FRAME MEMBER. FRAME —ASSEMBLY 5)THE FRAME ASSEMBLY TUBE MAY ASSEMBLY \, TUBE NOT EXCEED 62' IN LENGTH (AS USED TUBE MIN. p 12 X IN A 63- FLANGED WINDOW) OR BE ..� 1' SMS USED IN TEE OR CROSS a THROUGH CONFIGURATIONS. 740 SERIES ____. ...t. INSTALLATION CASEMENT HOLES 6) THE FRAME ASSEMBLY TUBE IS WINDOW NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR °S! • JOINTS TO BE SEALED BY INSTALLER. 7g/ 740 SERIES EXTERIOR 11 FIXED CASEMENT .( WINDOW FOR EACH WINDOW IN A COMBINED ASSEMB4:• • • • • • • • • ViFRICAL 3ECTtON D-D VERTICAL SECTION E-E 1) DETERMINE EACH INDIVIDUAL WINDOW T;PE. SIZE A4 G%OAACCU I.? SE: FICURES I & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 6-10, FIND THE SHEET FOR YOWR GLAS8 I YYE. • : • • •• ••• •• • • • •• 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'VANDOW ANCHORS REQUIRED' (TABLES 2A & 2B, SHEETS 4 & 5). THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE SIP -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 'INDOW AI�HORj FEQU(REEt(;AB! • k:2•A & 28, Vl!FjS 4.&%DE7ERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW, • • • • • • • • • •• • • • • • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON49HEEl%IL3. NOT& THAT AO(O-SONAL A•CH•RS•HROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAYBE REQUIRED (SEE SHEET 2). AND THAT MIN. # 12 X t' ANC%8RS AREtO BE USEOfHROUM THE FRAM! INTO TIE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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: A"llonsl Anchors R. Wted on *"h SMs o11r• From• Ao ,,bly Tiny (FAT) f Window Anchor Typo LL Wdh A la, CAD 17'-220 0 0 ?b, 80 23' • 25.V 0 t > 26'+ i 1 Window Anchor T LL HepM A e, C & D 1J'-22Y 0 0 �+ 23' • 25.0' 0 1 VROU0CI' RLViSF-D .,—1plying ,rilh the Flwids (tutlding Cndc 15-0r,tq Aa pfa N. TrJ Pxpir»tirm nalc„ /fp 1$ `5` Mivnl Ide Product W LU f/7 h w 0 Z Q S U Nu. 58%06 A LttlW 14.1 h, P.E. REA 56M Window Anchors Required (37" and Lesson Short Side Dimension) Short Side Anchor Type under 2r I 25.15fiW 1 27 4 1- 1ff 34' A B C D I A 8 1 C D 1 A 1 8 1 C 1 D A B 1 C 1 D A B 1 C D A 8 C I D I A 1 B 1 C 0 A B C D under 23` 1- Side Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 ....3 3 3 3 3 L Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2515118" Short Side .2 2- 2 2-2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 L Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1 3 3 3 3 3 3 33' Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 L Side 3 3 3 3 3 3 3 3 3 4 3 3 3 4 3 3 3 i 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 37, Shad Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 I 3 3 3 3 3 3 3 3 3 3 4 3 3 Low Side 3 4 3 3 3 4 3 3 4 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 1 ....3 4 5 3 3 4Y Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3- 3 3 4 3 3 L Side 4 5 3 3 4 5 3 3 4 S 3 3 4 5 3 3 4 5 3 .1 .4_ 0 _3 3 ....3 4 6 3 3 5 8 3 3 44-114' Short Side 2 2 2 2 2 2 2 2 2 2 212 2 2 2 2 3 3 3 3 3..3... 3 3 3 3 3 3 4 3 3 Long Side 4 5 3 3 4 5 3 3 5 6 3 3 5 8 3 3 5 6 4 3 5 6 4 3 5 6 4 3 5 7 4 3 53-98" Shad Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 Long Side 4 B 4 4 5 6 4 4 5 6 4 4 5 8 4 4 5 7 4 4 8 7 4 4 6 7 4 4 0 7 0 1 �, ShM Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 L Silo 5 0 4 4 5 714 4 6 7 4 4 6 7 4 4 6 0 4 4 6 8 4 4 6 8 5 4 7 8 5 4 81" Shad Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 Ci613!16' Long Side Shod Side 5 2 7 2 5 2 5 2 8 2 7 2 5 2 5 2 B 2 7 2 5 2 5 2 B 2 B 2 5 2 5 2 8 3 8 3 5 3 5 3 7 3 0 3 5 3 5 3 7 3 9 3 5 3 5 3 7 3 9 4 5 3 5 3 Lag Side 5 7 5 5 6 1 5 5 0 0 5 5 6 8 5 5 7 8 5 5 7 9 5 5 1 9 5 5 T 9 5 6 87-92' Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 Lung Side 5 7 5 5 6 7 5 5 6 0 5 5 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 :. 3 3 3 3 3 3 4 3 L Side 6 7 5 5 0 8 5 5 6 8 5 5 6 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 8 10 5 5 70' Shod Side 2 2 2 2 2 2 2 2 2-..2... - 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 Long Side 0 1 1 5 5 8 8 5 5 7 8 5 5 T 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 8 10 6 5 72" Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 Long Side 6 7 5 5 8 8 5 5 7 6 5 5 7 9 5 5 7 9 5 5 e 10 5 5 8 t0 5 5 8 10 6 5 74" Shod Side 2 2 2 2 2 2 2 7 7. 2 Z 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 ] 3 4 3 3 Long Side 6 B 5 5 T 8 5 5 7 9 5 5 7 9 5 5 8 9 5 5 8 10 6 5 8 10 6 5 8 11 0 5 78' Shod Side 2 2 2 7 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 L Side 7 0 5 5 1 9 5 5 8 10 5 5 8 10 8 5 8 11 B 5 9 tt 6 6 9 1t 8 8 10 12 7 B 84" Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 Lo Slde 9 12 7 7 10 13 7 7 11 14 8 7 11 U B 7 12 15 8 8 13 18 9 8 13 18 9 B t4 t7 10 9 114" Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 B 815 9B13 10 0 8 13 17 9 9 14 18 10 9 15 19 11 10 15 19 11 10 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 �Sida 9 9 13 17 99 t8 /0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 3 1 3 1 3 3 Group Anchor Substrate Min. Edge patentor min. O.C. Distance Min. Embedmrd Anchor Plate Required? 1/4' steel Ukracon Hollow Block 1' W 1.114" No A 014, steel SMS (G5) or a14, 410 SS SMS ...,,.,. S. Pine Sig' 1' 1a/8- No OW-75 Alum. 318' 518' .050' A36 Steel 3/8' Ste' .650" Nola A653 Stud, Gr. 33 31W SW .035', 20 Ga. No • B 012, steel SMS (05) or ail, 410 SS SMS S. Ping 516' i' 1've- No 006345 Alum. 3/6' S/9' .050" No A36 Steel 31S' 51T ow No A653 Stud, Gr, 33 3/M 518" .035% 20 Ga. W 1/4' steel Ultracon 2.85k Concrete 2.112" 4" 1.3/8' No 2.85k Concrete 1' 4' 1a/4' no Hollow Block 2.112' S C 012, steel SMS (G5) or 012, 410 SS SMS S. Pine Sib' 1' 1aJ8' 6053.75 Alum. 311r 5/0' .0713" Yea I A36 Steel 3/8' War .050' • Vbs A653 Slud, Gr. 33 3/8' stir .045-, 18 Ga. Yes TABLE 3, 1-1.1 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP•TO-TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION SHOWN ON THE TABLE, 3) THE WINDOWS SHORT AND LONG SIDE MAY BE INVERTED. 4) SEE NEXT SHEET FOR ADDITIONAL INFORMATION. Group Anchor Substrate min. Edge 0►lanca Min. O.C. penance Mkt. Embedment Anchor Plate Regtemd7 • •orSI%IOtS • • e14, steel SMS (G5) SjS S. Pine SIT 1' ta18' es 6M3-TS Alm. 3/8' 518' .0713' Yes 36 Steel 318' 518- .050' Yes 851 Stutl, Gr. 33 31W Ur .045.18 CO. Yes • • • e • • • • • 1/4'•ateN 1=tta�rt alls Corcrete 1- 4- 1.114• Yes 2•8k Concrete 2.1/2' 4' ta/8' Yes klxv Bock 2-ir2- S' 1-1/4" Yes-_ _ Filled Block 2.1/2' 4' ta/4' Yes 1/4' 41OSS Creteflax 3.35k Concrete 1' S' tai4' No Follow Block 2-112' S 1.1/4' No • • • • 511ateN Utralbnilack 3.6k4Concrede 1.1f4' 3VB' 15"�-VV4'No No 2-112' No • Ci• all ANCHOR WAT EX;ENO A M11,24V .4 Of'3JAREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1) OPERABLE (X) WINDOWS MAY BE CASEMENT WINDOWS OR AWNING WINDOWS OF THE SAME SERIES. PRODUCT RFV ISFI ) us axuplyiog wdh tlw Flozida kAriMing Cmk l'G-0519•i5 MccptarK•e Ne C: pinriat V r i8 DY Mixrti ade Product LU Sa U t+- - O r aU Q W �_LL c Z p v Q O o O Nv tt) O Z in o Z o O Q Z gZ W a W � Of tl? H (/) O .. O L) 00 W •U U'' A x , »Z cQ iX_ I7LL s N ................................................. Window Anchor* Required (Over 37" on Short Side Dimension) Shod e Anchor Type YG 14 -114^ 1T8^ 63' -11 ' A 8 1 D A L 0 C D A 8 C D A B C D A 0 C D A B C D A B C D A 8 C D A 0 C D L Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 under 23" Short Side 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 6 4 1 5 6 4 4 5 6 1 4 5 7 5 5 Loh Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2_ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 25 15I16' Shod Side 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 6 3 3 3 8 4 4 5 8 4 1 5 7 4 4 8 7 5 5 Lon Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 35" Short Side 3 4 3 3 4 5 3 3 5 1 6 3 3 5 6 4 3 5 7 4 3 6 7 f 4 6 8 4 4 8 8 5 4 7 9 5 5 37" Long -� S",de 3 3 4 4 3 3 3 314 3 4 5 3 3 3 3 3 5 4 013 3 3 3 3 5 4 7 3 4 3 3 3 5 4 7 3 4 3 f 3 6 4 1 3 4 3 1 3 6 4 8 3 4 3 4 3 7 4 8 3 5 3 4 3 7 4 9 3 5 3 5 44' Long Side Shad Side 4 3 5 4 3 3 3 3 4 4 5 5 3 3 3 3 4 5 5 8 3 3 3 3 4 6 5 7 3 4 3 4 4 6 5 7 3 4 3 4 4 fi 5 8 3 5 3 4 4 7 5 8 3 5 3 4 4 7 5 9 3 5 3 5 4 8 5 10 3 6 3 5 44-t14' Long Side Short Side 5 3 6 4 3 3 3 3 5 4 0 5 3 3 3 3 5 5 8 B 3 3 3 3 5 8 8 7 3 4 3 4 5 6 6 7 3 4 3 4 5 7 8 8 3 5 3 4 5 7 i 6 9 3 5 3 5 5 7 8 9 3 5 3 5 5 5 6 10 3 8 3 5 Lon Side 5 7 4 4 6 7 4 4 6 7 1 4 0 7 4 4 0 7 4 4 6 7 4 4 6 7 4 4 6 T 4 4 8 7 4 4 53 i18' Short &de 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 0 7 4 4 7 6 5 4 7 9 5 5 8 10 5 5 6 it 6 5 Lon Side 6 8 4 4 8 6 5 4 7 8 5 4 7 8 5 4 7 8 5 1 7 8 5 4 7 8 5 4 7 6 5 1 7 8 5 4 S Fod Side 3 4 3 3 4 5 3 3 5 8 3 3 6 7 1 4 6 7 4 4 7 8 5 4 7 9 5 5 8 t0 0 5 8 11 8 5 + rn 63. Long Side Short Side 7 3 9 4 5 3 4 3 T 4 9 5 5 3 5 3 7 5 9 8 5 3 5 3 8 6 10 7 5 4 5 f 8 8 10 7 5 ♦ 5 4 8 1 10 8 6 5 5 4 8 7 10 9 6 5 5 5 6 8 f0 10 6 0 5 5 7 9 t 1 5 5 Lon Side 7 9 5 5 8 10 6 5 8 70 8 5 6 11 0 5 8 11 6 5 8 11 8 5 8 11 6 5 8 71 8 5 8 10 8 5 h 68-13i16' StwA Side 3 4 3 3 4 5 3 3 5 6 J 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 B 9 5 5 8 Si 6 5 Long Side 8 10 5 5 6 10 6 5 8 10 6 5 8 11 6 5 8 1 6 5 8 11 6! 5 8 11 8 5 8 it 6 5 e t B 5 67-11T Shun Side 3 4 J 3 4 5 3 3 5 8 3 3 fi i 4 4 8 7 4 4 7 8 5 4 7 9 5 1 7 9 5 5 8 71 8 5 L Side 8 10 5 5 8 10: 6 5 8 11 6 5 9 11 6 5 9 11 6 5 9 11 6 5 9 11 6 5 9 11 6 5 1, Shod Side 3 4 3 3 4 5 1 3 3 5 6 i 3 3 8 7 4 4 6 7 4 4 6 8 5 4 7 9 5 4 7 9 5 5 Lon Side 6 10 ' e 5 8 11 8 5 9 11 6 8 9 11 8 6 9 11 6 6 9 11 6 6 9 11 6 0 9 11 6 8 70' Shod Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 6 8 5 4 7 8 5 4 7 9 5 5 Lon Side 8 10 6 5 9 11 6 6 9 11 6 8 9 11 6 6 9 11 6 6 9 11 6 8 9 11 6 6 9 11 6 0 7'. Shod Side 3 4 3 3 4 5 3 3 5 8 3 3 5 7 4 4 6 7 4 ♦ 6 8 4 4 7 8 5 4 7 9 5 5 Lan Side 9 11 6 5 9 11 6 6 9 12 7 8 9 12 7 6 9 12 7 6 9 12 7 8 9 12 7 6 74" Short Side 3 4 3 3 4 5 3 3 5 6 3 3 'S .7.......4 4 6 7 4 4 6 8 4 4 8 8 5 4 L Side 9 11 6 6 9 12 7 6 9 12 7 6 9 i2 7 8 9 12 7 8 9 12 T 6 9 t2 7 6 1. Short Side 3 4 3 3 4 5 3 9 5 6 3 1 5 T I 3 5 7 4 4 6 8 1 4 8 8 5 1 64' Long Slde 10 13 7 6 10 77 7 7 10 13 7 7 10 t3 T 7 10 13 7 7 4 5 3 3 5 0 3 3 5 6 4 3 5 6 4 3 St1M Side 3 4 J 3 114" Long Side 1/ 18 10 9 Shot Side 3 4 J 3 EXAMPLE t: FOR WINDOW SHOWN BELOW; 7116" ANNEALED LAML GLASS, 1/4' MASONRY ANCHORS INTO CONCRETE, a70/-80 PSF DP REQUIRED, NO ANCHOR PLATE 10'10' 4 4" I AWNING ANCHO § CSEE SEPERATE NOA 1: 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 SUBSTP64 e — • •,• - DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. • • • •%• • C) FROM TABLE 2. 6 ANCHORS ARE REQUIRED IN EACH JAMB. • • • • • • gle { • • %• �<i•+ •� +� _ D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. _ PRODUCT REVIStiD us wmplyfaLl with the FIWid3 m�l4mgGud< ►5_p5tq,tq Acceplm,re tta it�pirrli,m Date 7LD ld By Mi3m' 1 ads Produ 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS = SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE T'! LL V NEXT AVAILABLE SHORT OR LONG SIDE S J ti DIMENSION SHOWN ON THE TABLE. r '. 3) THE WINDOWS SHORT AND LONG SIDE MAY w (9 J U o 0 BEINVERTED. z Q u Q 4) SEE NEXT SHEET FOR ADDITIONAL Uj INFORMATION. ,, U 0 "O ~ 3: LL z O j Q 4 U N 0 z " z C) O z Q F -o z N G w w a g LLI 0 'S W U) LL,0 0 r .�00 vd g' OU w U FIXED CASEMENT ANCHORS:. A) FROM TABLE 9 ANCHORS C & D ALLOW A DP OF +707-83.1. • • ._� B) FOR THE JAMB FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. 13.25" • { %/ , C) FROM TABLE 2B, 5 ANCHORS ARE REQUIRED IN EACH JAMB. • % D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD &SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1, 0 0 \ F) PER RULES ON SHEETS 2 & 3. INSTALL 1 ADDITIONAL ANCHOR ON THE FRAW VEM86Y { • : • • • + F) PER RULES ON SHEET 2. INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME TUBE SIDE OF THE AWNING (HEAD & SILL). • • • !- •- I • _ '� • • - -` ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). Is 6 • •• To •• { • • • t 45, ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • nF Oi . �! OFtiOR; c3 • A lYtli4 hi4.LEn, P.E. P E/ 341a5 0"" P-sual (pen 1. S01ye WzW . NI Anctwr Groups Sion Sift uMx T7' 2615/16- 27-a4' 1 33.117 3r 44• 461/4' 53.trr 6r 63' abler 2Y +Ta.90 .lam +lam .7a-90 .lam .ro-90 .ram .ram +7am .70f-90 25.15/ir 'moo .lam +7am .M40 +70140 .lam .lam .ra-90 .701.90 ♦719.90 37• +7a4o +701-90 ,040 .701.90 .7a-90 .70/4D .7am +ra-04,1 4701-77 +701-70A M• +701-94 .I01-90 +701•90 .a-90 Ta9D .701410 .... .7a -04/ +a7-0 +6a47.D +6a41.3 is 46114' +701-90 •701•91) .Tam ,T(Ym .701-00 .7(V-84o1 am.t a70 +65i-0 @ 531w +70190 +701m .70140 .Tam .701b4.1 +6a•70 -W-70 +ea-67.6 9 w .701-90 +701m +Teen .7a152 +7a.77 4M.67.6 +W43.2 67 +70,-90 47am +7am +7a-78b +7a-10.1 «Da-01.3 JB' 701-91 Na.M4 +ra-76,7 N469 +t456 81' NO/-W +7a40.4 7ra•71.9 H44.2 FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN - .090" PVB - 1/8 AN) 'PVB'• BUTACITE VB WTERLAYER BY KURARAY AMERICA• INC. SHORT I � LONG SIDE SIDE LONG f SIDE SHORT 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Detip Pinatas (loan Ix WYiNwa Attached to a Flame AsseaMy Tee Wmlbx 0wmlon •A' aafce 23. 2516rtr 27dN• a3-1rr 3r u• 46 v4• 5>vr se• A;;Mt Group A.t. Grote Ardor Group Amhor Gray AMA. GIaq AMh. Grotq Anetw Group Arch. Group Ariotw Gwtq A.WGcap All NI Al A,GDD 8 A,C80 8 A B CDD A 8 CDD A O C6D A 8 C O A B C D undw 23' +7am +7am .7a-9D +ra-90 +fW42.1 +7a-90 +7a-74,3+701-70.7 +I-W5 .1a90 aT0t-TZ7 +l48.9 +ram ./46.1 .Ibi6 +7am +7406 +N7A .7a47.6 +7a40 +)b5.7 .1♦1.8 .7a40.7 +7a69.6 261WW .7a-90 +7am .70190 •7am +7am +701-84 +7a-90 +7a-T6.7 .ttvm ♦7am ./-04.4 OW-90 .70/40 •IU9.6 +7ag0 .7a-90 H43.6 .la-04 era'OD +Iam .1 .3 OW-77.3 •7am +]a9D �0 3r ♦7am +701.90 +ra-9D .1a-90 +7am .7a-90 ♦7(Y-SD ♦Tam .7am .7am .7am .ra46.4 .7a-90 .7a-dt1+ra40.5+7a84.1 +7a-77 +70036 47a-77 +70r-77 +70/40.1 «/47.8 +7a70.1 OW-70.1 44' ♦7am :ram .7a-90 +7a-90 +7am +7am +7a:90 .7am .7a416 +7am +7a44.1 +7a-74A .70'44.1 .8e-70 +W47.7 a6a-70 +Oa47.D «ea4t.9 +WL87.5 .6a-67. «6a8L3 .147 +6y61a .6024ra 461M• +7am +701.9D .Tam +m.. +7am •70/.90 +ra•9D .7a-blot +7a44A .7a441 +7a-0D.r .167A .7a60.1 +00(40 .e0'41.r +Ba-7o .6a4ix -1 .4 .6a612 .Oa83.x MAW +7a.90 +7a40 .7am .7am +7am +Ta-04t.TV-64A .601.70 +Ba-70 .W.70 .6a.70 +60(40 +W.70 GW.67,6.tlat/.t .W-e7,5 6r +701.90 .7a60 .AW 90 +M63,2.7a-03Z .7a-77 .701'-77 .OWVTll+W,67,8.6a474.ea432 IW a2.tia432 63' +M.QD +70feD +R17.90 .ra-785.ra-76.5+Ta.70.1+AY-70.1.00r41.3.6a41,3+60.41.3 Tr +7a90 +7a440 +701-75.7 a148.9 +/-56.9 H-65.8 +1A56 64• a7W OD ♦ M 60 4 . M-71.7 .1-54.2 1 +I.64.2 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. TIV t0' FRAME ,- ASSEMBLY TUBE WINDOW DIMENSION A* A' WINDOW -...ADDITIONAL DIMENSION� ANCHOR •B' (4). IF RED. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONMURATIONS IE SEE SHEETS 1, 4 6 5 FOR WINDOW ANCHOR LOCATIONS AND OUANTiTIES. SEE SHEET 3 FOR ANY ADOI"AL• • • ANCHORS REWIRED • FOR THE FRANC • ASSEMBLY TUBE'• •: •• ••• FRAME WINDOW -ASSEMBLY DIMENSION TUBE 10' MAX. • • • • • • • • • •.tN1�•$+� ADDITIONAL • • • D EOt a7 • .ANCHOR .IIE (4O. • ••• ••• ••• • • •• • • • • • • • • • •• • • •• • • • • •• • • a • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TUBE SEE SHEETS 1, 4 d 5 FOR WINDOW ANCHOR LOCATIONS AND OUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE, e -e PRODUCT REVISED a, ccmplyloS oath tn. Rmda I.'uiidhlD Code I$-b5y4.15 Acccpls.c'e No, B. irafionbatc 1Pj By, Mien. 7)mdc Product W � Q W U) 0 � W 0 J c0 Q Z Q �� = N F- U g p v U Z LU � O p -0 m N to oo U)_Z � I uZ k U') 0 � U) W :Z '� N d < o LLI O Z U °J90 `G ° :per W �U aW LL ou, v II++ ,_z v M o Q 5; � r I' WUV Z ii \j5tt,itirltrrr/ ND. 5£t705 TAM F S y ❑ 0.19. N.... (p.Q fa SN9M W1.1dDw.. AllAneha Groups Sh n Sid. urWr 2Y T 2s-1501a• 274W 0111t 3r M• 46,114' 63-M 1 S9' 6Y W ft 2T +7W-90 I +7W•90 +ra-90 47a-90 •ram .ra-90r.701-90 #W-90 +Tam ,7a.25-IWI(' .701,W .7a-00 4Wa 90 ,ro.90 .ra-90 •70Tm •701-90 .7a•90 .Avw Or ♦7a-90 +701-90 .ram .7a-90 ♦7a'-90 .lam a7a•90 4or-a7.8 .7a-70.9 --ea48-114- Ora-90 •ram ♦7a-90 +7a 00 .lam .lam 51118• .ram +7a-90 +7a 90 .7a-9D .lam w.7a-+a .ra-a0 .ram .lam .ra67.8 BY 4of-90 .70f-90 .Tam .70ta7.2 .7a-79.9 7a• .ra-90 .m-90 .ra.aa.s ea• .ra-90 .76199 .7a,.-,3 FOR GLASS TYPES: 5) 718" LAML IG:(1/8" T - 7/16" AIR - 1/8" AN - .080" PVB - 1/8" AN) -PVB•= BUTACFF VB INTERLAYER BY KURARAY AMERICA• INC. SHORT _... L NG SIDE SIDE L �_ LONG --4 _A t__.. I SHORT I SIDE-1 SIDE t� 1) SEE SHEETS 1, 4 d 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES, 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Opson Presque (peQ ror Windows Att.O" to a Franca MswWy Tuft VAndovr DWnenalon'A• uatw 23' 251S/ff 2T3'4' 03-1R' JT' U' 46-114' 6111Y 5M a0' All, Group A111, Gro.p 1,11, Group MCMr Group A.tW Group Anchor Group AMMr Group AmWGroup AMW Cxoup Anda Gawp At Al AN A,CaO a A,CAD 6 A D CSD A 0 car) A 0 CAO A 9 C O A 0 C D .e.atrTY ♦Tam .701.90 .701-90 ♦701m .701-02.1 +7(V-90 .7(V-74.3 +70149.7 4162.6 .7a.90 .701-12,7 .1-55.9 4701-911 .r46.1 .141.8 .T01-90 .r8a.s .1-47.4 •70147.0 .701-91) .135.7 .r49.a .:a-00.7 ..... +701-69.5 25-mla• +7w)o .ra-90 .7a-90 ♦7a-0a .m.90 .Tab1 .ra-90 .ro-ro7 .70140 .701-W +164.4 .7a80 .7a-90 +I -WA .lam .7a-00 .1.50,a .7a6a .Tam •7a•90 +/49.3 .7a-n.3. a90... .m90 Ip 3r .ra-00 .7a-90 +7a-90 ♦7a-90 .70140 .lam 4TOI-90 .Tam +7a-90 .7a-90 .70t-90 .701-064 .7a'•90 .lam +7am.s .7a-00 .70'-07.8 _... r701.736 .?W-all ,rad7.8 .ro-799 .rd7.a .701499 .ra19.9 „ 'A'_ +7a-95_ ,raao .ra.90 .raa9 ,7a.90 .lam .Ta-ao .7a-eo .7ael.a ...... .ro.90 ............ 17a96 . .ra-T4.4 .7a-99 48 114' _.-Ta-9D .701m .701-90 .7a-00 .ra-97 .ra-90 .ft9m .lam .Ta492 .Tam 1 .7a-0a3 .7W-012 .ro.ao $p 53-va' .70990 .7a.90 ♦W90 +701-90 +Tam +74140 +7a-90 68' .7a-90 .lam ♦IW90 .7a 90 .TOT-90 .701-57.6 .7a-67,8 .._..... _..............._.... 67 .ro-90 Na-90 .7a•90 .ro67.2 .7a6T.2 •7a-799 40479.0 79• 90 na.a .Ta-6aa -'--- --- - 04' .7o/-a0 +7a-90 +70141.8 1) THE WINDOWS WIDTH AND HEIGHT MAY BE O:VERTEO. PRODUCT RfoVISliO Z..(,.Pl) ing ,ith lht Florid. Uu(IdWj rids { 5 o51fi A'cePt:un<Nn_ L+�P`��at�nn Dalc Fly lC// Mim.'jfl>adO Pf 1 W n Q w T = g LL � a J w aU z Z_ Q o, z= w o.) z 0 LL a w p oh O z_ o F- to O w 15 In 05 U Z �' Z C> N w W w U) W Z U O cA w SO LJoX W X FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE •� v ^� e FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE } o FRAME WINDOW FRAME -ASSEMBLY SEE SHEETS 1, 4 & 5 s SEE SHEETS 1, 4 & 5 FOR o L MAX -ASSEMBLY WINDOW ANCHOR DIMENSION TUBE FOR WINDOW ANCHOR TUBE 'B' LOCATIONS AND -I---4 LOCATIONS AND ---- z is -- "- ---M- QUANTITIES. SEE SHEET vya900Y/ QUANTITIES. SEE SHEET 10' MAX. 3 FOR ANY ADDITIONAL 1 I ! I I r DMAENSION 3 FOR ANY ADOI710NA1 • • • •�• • • • • • ANCHORS REQUIRED •a' W I ANCHORS REQU(RFDFOR THE FRAME FOR THE FRAME • • • • • • TK)NAl AS TUBE.`` kl' I WINDOW i\ ADDITIONAL ASSEMBLY TUBE. • • • • • WINOpW • • -'A OR "` DIMENSK)N '• -ANCHOR • • • DIIAEN�! •�-• (4), �EO. (4), IF RED. • • • • • • •4• • • • • I,iV. 'UU- •• • • • • • A`LY[J<)R1ILlER. P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E9 55705 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • FOR GLASS TYPES: 2) 7/16" LAMI. (3/16" AN - .090" SG - 3/16" AN 6) 7/8" LAMI. IG (3/16" AN - 1/4" AIR - 3116" 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'= SENTRYGLASEINTERLAYER BY KURARAY AMERICA. INC. Design Pip lm (psf) W S1046 Wmd-N. AN Archon CWup Swam. order 2T 25-16116 26 1 31.117 1 34- 40' S4• BC O3' 67-1rY a,da 23• .9a430 .9a•13o .9110-130 10w•13D I M.130 +9a-130 49a./30 HIWA3D 1 W-130 .W430 2545116 .9a.t30 +9a-1>o +9a-130 .9a-130 1 M.130 +9a-13D _._ U-130 .901..130 .m.130 .W.13D 51• +9w430 +9a-130 +901-723.1 .9a-11&6 +9w-110.T +9d-/00.7 +/• 69.1 0. 88.1 +l• 6)_t N- J8 J L-"4 ' +9a-T +9w-t30 r90r-1.'U.7 .9a-1/3.9 .Ba'-1o6 +9a-97,6 .1-640 rr-W.6 .1.78.3 ,/-761 ...............'"'.........._.W.i.29,2' y 7Y 49w•730 +9a-120.2 .KV-118.7 +9a-111.6 +90!•1056 rB01-95.t N-81.3 rt-78.1 4- 73.8 76• +9a430 +W427.6 .WAI71 +9a-it0 2 rm.104.1 +9m-93.2 +/ 76 +1- 72.5 04, +W,30 4a-125.3 +91YA 5 49m-10'7.5 +9w-/01.3 ./-699 +/-707 lie +9&430 ."419.6 .m.108.6 .10-101.4 +90f-W H-73 _ 134• +9a-130 .91Y-117.3 +W-10-53 .9a-99 .9&42.6 US` .9m-129A +W116.4 +9m-705.3 r9W48 LONG SHORT SIDE I _I SIDE l t LONG 4 SHORT t SIDE "1 SIDE 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR L.00ATIONSAND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. TABLE 9: Desipr Pmssue (pap for W4ndows Adacied to a Fr. p AssapH7 Tut+e Widp7 gatemlp+'A' un0er2Y 25•15116 1 29' 31-1/7 1. 40' S4----- W 83• under 23• Croup em,p AN +trio Anchor Group As +ro-90 Arohp G ra+p AP. +701A0 A cIy Crag A,C80 B .7019 .70147.4 AMN)i 01" A.CBD B +7m-90 170140.8 Anchor Epp A e 8D 470W7 +/46.7 +70/-90 Ano1w Croup .1-55 .1-50.9 1 +7d-90 Arctw Arpp B C .F58.6 .145.8 .70144.7 +7000 Anotwr Orarp C D +/45.7 +/dJ.6 +M .7 +7a�.5 2516N6• Io 6T 470fM +7aA0 dam +78/-90 .7a.90 +7a.W -701-90 .701.90 -701M •7a-90 +7a90 .701.90 .7a-9a .Tofao .M`-90 OW4X) +7d-90 +7a4)0 +70190 ♦Rll-W .7a-9D s7a-77.7 +Tm-90 .70140 +70140 .7d-90 .?0fW 4701-M ____. +TW.9D +ro-90 ....... _.... .. ./L7.6P.70J.74.3 ♦ra-83 +ra•77.4.. 3 .7m-90 47m49.1 _+M 34.6 .1ZI.S .ra-74.7 +1497 +ia-81,2 +1489 0.624 .1a-90 .7m49.1 +7aE0.6 +7d-90 .7d-06.1 Nd-0O.b +1-19J ♦td-77.t .F684 �7d:77.3 H43.7 H494 +7WW rTa47.1 +Tor-763 +7m 90 ro-63.151417 .783 +72• 4 W,90 +7a40 .ra-90 r7m•90 .ro-90 +Iw-90 :Tm-90 •7d-90 ,7a9D +70?.W 47m-724.t ra•81.3 ./45.3 .146.8 .7a-76,1+7a-781.1422 H{5.7 +ra-758 + W- +7a-90 +7a-90 +7w-90 +?Wm .7a.90 .7a-90 +7a-90 ,7w-00 .M-90 +7da8 +7a-76 +/81.0 H42476 .7aa2a .7w•n.5 0r-1)0 *111-W ,M,9D .7a-W .7a-90 Nall -7. .7a49.9 +7m49.9 +7m-ae9 .7a•ra7 +7m.70.711f .7m-9D .701.9D +ra-80 +7a 90 +7m 90 .ra90+701.73 +7m-73 47m•73IW .701410 +70L8(1 .ra-BD +7a.90 aa-f10 +ta-90 .7a.90 ... 145• 1 70d4(1, I .701-9() I . M40 .701.90 +7a40 1) THE WINDOWS WIDTH AND HEIGHT MAYBE INVERTED. -luunc rvn vcn r 11- rr. 0' FRAME Mh%. ASSEMBLY TUBE WINDOW DIMENSKN (} WWOOADDITIONAL I �0W:=.,WON� ANCHOR •B` (4). IF REO. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1.4 8 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL • • • ANCHORS REQUIRED • FOR THE FRAME • ASSEMBLY TUBE. • nuune1rvn nvnmvry r n� rrvmrc .w FRAME WINDOW _ASSEMBLY DIMENSION TUBE 'B 10' MAX. • • • • ADDITIONAL • • • 8{ 'fy0,,'D(jW • -ANCI.OR • •_!j DIIPENSION �"...• (4), IF RED. •• • • • • IN • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• rUBE SEE SHEETS 1.4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PIICx)(1C71' RF:VISEO as cu ,(Aying tri(h the FIM10a tAiad(ng Cndc t o 5T9:15 LN in110n Date UY :roan>i ndc Pr9ducY ' of W i -j W 2 � Ll h CL S r Q W .n U Z U O 1z O p LL d O C) :O ^00 N Ln z Ln o Of ° Z ' " e U.) n O vi W Z W W W W �' U O m. J .. 0 Z .40 oQ O `s W Xtz „U J of r C ty; yRTD`i o` ...7 r• �: tu. A 1/1/FM MiLLE)i. P.E. • • rF , lu' ..._ Oa ign Prasun (po br SkVs Vftd w . All Anc+w G-ta SMn SMs u dw 2T 2516716- 2w 31.11Z I WF4O"�W S4' 60' N' 67-172' uWr 23' -901-130 +Oa•130 .9w-130 .9w•I30 «W-130 ,901.130 +W.130 +W-13D +W430 49w-130 +W430 -W-130 .9w-130 +9a-130 +9a-130 -901.130 +W430 .9w-130 490'-130 •9a-130 .901430 +9w•130 .9a-130 49a-130 +9w-130 +9&4w +W.130 +W-130 .9a-130 ,9w-130 +9w•130 .9w430 •9a-130 +9a-130 +9a-130 +W,130 +9a-130 +90•-130 .9w-130 +901AX •9w-130 +W.130 +WIN .901430 F25-15110' W-130 •9a-130 +9a-130 •901AM +9a-13D +9a-130 +9a-130 +9a-13o -0-130 +W.130 +9a-130 -W4300 +9w-130 .9a-130 +901.130 +W-130 +9a 130 ,ow-130 _ 49a-130 +9a-130 1W.130 .9a-t30 +9a-130 +W430 +Ba-130 -W 130 +9w-130 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) 19) 7/8" LAMI IG (3/16" T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 'SG'= SENTRYGLAS%TERLAYER BY KURARAY AMERICA. INC O SHORT __... . S._.........._� Lc 4G 4 $110E SIDE i I �-•• SOD SHORT 4,.+...... I 1) SEE SHEETS 1.4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. - Dsatyt P.96fua W br VAndiu a AMtac1•d to a Fm- At&QM Yy TWs WW4m Dlws lan•A` _... __...._. inch 23• 261a18• 29• 31.17T w4W .. __.............. ................................... w w _ e9• _._.. Ammar rou Gp .._........_.......... Arotw G W __..... ...... AnahN Group Ana w G-p Anchor Grail And.Grail Amtw Gnu* Alctw Group Angina G-p A9 Al A8 A,CA0 B A,CA0 B A B CAD A B CAD A B C D A D C D uda 23` «7a90 a707-BO +Ta•m s7a-m +74-074 ,7a40 ,7040.6 ,7087.7 .I.66.7 +70•9 +/4i5 +70•0 ./36.6 4l-s5e .ra84.T +70-9 +/36.] +7.43.8 +7040.7 .7d-89.5 ....7a-m.. 2515161 +rasp +lam +7w-m +7a-m .701.90 +ia-90 .7a90 ♦7007.7 +70-W +ra-m .7.57.E _4750.9 _♦7a-m .70140 +tb1.8 ,7a-81.2 ,M.90 ,7aA0 ,7443 .7a-77.3 +7a.m.. p' .Ta-m ,7am .7a30 .701-9 .70-m •7050 47a-9 +7a-m .7a-90_....7p-90 ._+7Mp-00� .70-9 +70-0 .Tw-m .79Fm +RM-W +70-m ,7a•0 ,taa76 ,7a-m .Ta.m --- er-tl7 +7a4i0 - +ra-90 •ra-m +tam .ra-90 .70.9 .70-m .7w-m .7aso .7a-m +1a811 +ram +7a-m .raSO .7a-90 .ra.m .7a.90 +ram ,7a-09.1 +70-m ,ra-m 77 ..............._........_.......- .70.0 +7a.9 +7w.m -- +701-m .Tw-m +7a-m .701-W .701-90 .7a.m ,7a-m +ra-98 +7a.m 7a.m .ra9B +7a-OD ,701-90 ,7w-m .7a-m -m b 76' ,709D .7a-m +7a�96 .lam .Ta-m +7a-m .tam +ram +7a-m .7aS0 .ra&0 ,7919 ,7a-m .ta-m .7a-90 +Ta-m .ra-m g er ra-m +ram :Tam .lam .70-0 +7a.9 .tam .70-0 +Taeo .Ta•m ,lam ,70-9 .70-0 F 1t4• .701V ,lam .M-90 +70-9 .7a-m +70-m .7a-m .7a-m .7wS0 ,rw-m 334' 47080 +ra.m .7a-m 4700-00 ♦7a-90 17(Y-90 145• +7w-90 +ra-m +7a-m aTW40 Ora-m 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED, FIGURE FOR VERTICAL FRAME ASSEMBLY TUI �� MAD.X. FRAME ASSEMBLY I DIMENSIONF_ 4. T} W9VOOWAODITIONAL ^ 1 O9MEN,,,N,- ANCHOR 1. (4), IF REO. SEE SHEE r 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS 3E SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL • • ANCHORS REQUIRED • FOR THE FRAME • ASSEMBLY TUBE. o FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE FRAME WINDOW ASSEMBLY DIMENSION B TUBE 10• MAX no • • • •• • • • • • • • • • q�fT10NAL } .(� • AvaNDONDU9ENSON �-• FRO. • • 00 . ... ... ... . . •• • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PRODUCT R1:VISED a c_plying with d. Florida RuitJing l'od< 15-0ylg. l6 lAtttcpj�l') nnJ`cv N- _wig y iroM " htc, �X% Miu1»I ade Moducf trd n` Q L!w W T L2- = as H W (7 F- 0 -, U d z z Q n tJJ U "0 O LL z w a 0 y0 N0) to zz_> u H IA OO w 7 .6O z uz W W O z ti J (A 0 O <, Of ? N -W W . C: -j «X LJ_ h FOR GLASS TYPES: 4) 7/8" LAML IG:(1/8" AN - 7/16" AIR -1/8" AN - .090" PVB -1/8" AN) PRODUCT NBVISED 'PVB'" RI'UTACIT VB INTERLAYER BY KURARAY AMERICA, INC. nx _,plying mth the Flmids [iti•ilRinB(Rick 15.OSJ9• Vt Acacptoc•ce TABLE 12' No Bx 'ration C>s+te 1>S L Dy Miomi - ade I'mduel LONG SHORT SIDE I S W a Q W �. LONG . 4 ..il SHORT SIDE SIDE i) SEE SHEETS 1, 4 8 5 FOR WINDOW ABHOR LLJ LOCATIONS AND QUANTITIES. 0. J J Q T) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY F"' OR HORIZONTALLY AS SHOWN. w J• Q Q NZ � TABLE 14• U J Q? r• " > .. LL Q Z Q' O i O W p N to a. Z_ to o e $ 70 U X� W �Z W Lu Cn CL r< nl Q 1)THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED, i ,S` ca O^U% W ? U J „W mX d c= LL n FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBEF 1 FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE _ SEE SHEETS 1. 4 & 5 FOR WINDOW8_FRAM"E ASSEMBLY SEE SHEETS 1.4 C 5 tom, 2c, (i FRAME DIMENSIONTUBE FOR WINDOW ANCHOR / J ►.I r TUBE WINDOW ANCHOR 'B' LOCATIONS AND {- --4i- LOCATIONS AND v,. QUANTITIES. SEE SHEET WINDOW QUANTITIES. SEE SHEET t0_MAX• 3 FOR ANY ADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL • • • • • •• ANCHORS REQUIRED•q• ANCHORS REQUIRED • •• FOR THE FRAME11 iIr Ii 11 FOR THE FRAME • • • A•DITIONAL ASSEMBLY TUBE. `>>� ��t �YNN WINDOW ADDITIONAL ASSEMBLY TUBE. • • • • • lRINOEW go ANOIOR ;. ��C `\•}_,I,S� DIMENStON�""- ANCHOR • • •.....jI DIAISNSIO-• (4). IF •EO. •8' (a). IF RED. • • • • • • •q. • • • it - Tti= •• • • • • • • • • :-n�o • • • • • • • �, � It Fr SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURAI Q14S rArIfY�EJ�mS bE a Deaipn Prtaaus WeQ for 9Mgls WInO'"w, AN Arxt•or C•ra•a Shod 8We w,arzr zslvta rJ-ax 0}11? Jr 4t 46u4• uvB• 58• Or wtr zr .Baao •ea ro .Bn-7o .BO/-m .oa-m .mfao +wr•7o +ea.7o .ea-7o •ea -Jo TbtN18' .t1aT.To a8W-7o +ar•To .arao aar-To .arto +OOlao .ea-ro .ea.ro .eor-m Jr .Bv-m •Ba-ro •Bol•To .Bw-Jo .arao •Bdao •sa-m .00<m .Bor-m .aa-ro 4x •8d-70 •8p'-70 .00f-70 +BW-70 aBOf�TO a80'-m +OG-70 +8N•70 •OW�Oi.O +00/-029 q 461f1' a8W-70 «BO!-m a801•70 a0ly-JU «ar-TO aar-m .eof-ro +8M•70 a60tbt.9 $ane• .eu-Jo .5aao +Boao a9a-ro .ada9 .ml-ro •Btu.ro .em4l9.s 58' •8d•70 tBOV-70 a8d•70 .mm •Bd•70 •BW.Bp.O •BOMB ar +a9ao aeofao •ealm aea-To •Bnto .Bonze 78' a8ry.70 aed•70 «80/-ro •BOI60.0 +f-57 64' a8ry-JO •ON•70 •80f•m H-55.8 Waipn Prosaue (pa() for Wiiggva ANechdl Io a Frame AeternblT TtAe 114naorl Oaneasbn •a• ondn zr zslsle• Haft 3atrr Jr 4x 48 ux •s11B• ss• Or nrchor ('.ro•rP Arclw Group Arches Drew AntMr Group ArcMr owp �� Grocy Arctgr tlmc• Ancn4r Group Anchor C+aq Anchor tlrap AN M A• AN A4 A,C80 B A 8 C86 A 8 CAD A B CAD A B CAD utoer 23• a80f-70 aBOf-OW aBlKm a8W-70 a601-m .801.70 •BW63.5 .BOf-70 +/bO.Y a80•-TO «8dd81 ara1.8 +8N-70 •80'i0.5 •/.a7A a80!•70 a/•30.7 a/JJ.B a8d-m 75-tSHe• aBN-70 «601-m .60r-70 .00'•m «BOf�70 a901-m aBOl-70 a8ry.81A SW-10 a8d-70 a158.8 a8y-TO «8ry-70 «1.5J.8 a8d-70 a80/•m HJ9.J ae0f-m - n• aBn•lo _._..-. aearo ._........._...... .Bar-ro ....... •ea-ro «Ba-7o +aaao .ea To .ea•m aoa-7a aBOf-TO a00)•m a80r_70 a801•m «8N-m aB/Y-m a8m-m a8d•TO a0N•8J.8 a801-70 44• aar-m r8tl-TO +BQ+-TO a8d-70 a80(•70 a80!-m aB0/-TO +8N-70 aed-7o a86'•TO a80•:m «Bry67.T ati0/•TOa8yd1.9 a8d.80.8 a80/-0T.B ab57 a80/-02.9 481/4' •8fY-70 •cam a801-70 +8tl-70 afA7-70 •ar.m a8W70 •8n-m «ar4DA a8NJ0 «e0l.ro •8OV81T a801-ro _ at•'-04.9 ai-564 a8W448 YS 511/9' +80•-m aed-m a8N-70 a8ry-70 .66!•70 a80t-TO •80!•m aBWm •60t-70 •807-70 a801�89.J aeWfil.t a8N�.3 _........... ......... 68• .BOt-m a8y-70 aenr-m +80IT0 a001-TO a8M-0B.8 a807�.8 a80181,9 aBNb..9 aB0Y81.9 8J• aeo•-m a8W-70 a80'-m aeW- +80t-70 a88t8tFt.9 .601-04A � rs .eor-ro •enro +Ba-m .arms •r•57 - M• •8pf-TO a8W-ro +sB•-m +755.8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7 �_ 3.545' —�►� 1.124' ---}t- .-t25' l NOM. 9` 1 2.70,' .43 �.,....... .. _. _ 2.784. .. _. _ .093' — C1�j FRAME HEAD, r71 FRAME ,_-/ SILL & JAMB \ 1 ASSEMBLY TUBE #7005, 6063-T6 #7004, 6063-T6 ss3" - 1.358' ...� .-.. .040' �. 2.203' --'j! 1 093' AS REQUIRED _.. �•...,:.•..... 1t}� .444t" �J_,\'I PER SHEET TABLE 3, .269 Ogg. _...1 [ 093.T } C}INST. HOLE COVER (/ 1 ANCHOR PLATE ADOON FLANGE 3/ #7007, 6063-T6 C2,. #7071, 6063-T6 \,-. #134, 6063-T6 Item Dwg. N Description Mat 1 70% Alain Frame He4 Slit & lambs 6063•T6 Alm. 2 7071 Anchor Plate 6063-T6 Axon. 3 7007 Installation Hole Cover 6063-T6 Akin. 4 7010 Frame Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 10 7055 Fixed Frame Hole Plug PVC 31 DuraSeal Spacer 32 1713 Setting Black 5132" x 3 16" x 1-1 4" EPOM .33 1714 Settin Block 532'x1-7/16"xi-1J4° EPDM 35 7036 Bead B 6063•TS Alum. 36 7042 Bead C 6063-T8 Alum. 37 7059 Bead D 6063-76 Alum. 38 39 1224 1225 Vinyl Bulb Wst Thick • • • • ._......... _............ Vin I Bulb Wst Thin • F!x PYC 70• .. _ _... ..... PR C SO DDW 899Silloon Backbeddln • • • • • TO 134 Add -on Fianle _ 00 60A 71 7004 Casement Frame Assy Tube 6063•T6 Alum. 86 N8 X i-1/2" Quad Pn SMS Stainless Steel Stainless Steel 90 #12 x 3' Ph. Pn, TEK StaiNess Steel • • • • • • •• • • •• .ow..{.706- ..—�_ :050" - :Lr-1 —1 r .,72' "�I4455 .. _ 1 _j ...—_ .865" .865" .870'.. .050' (� I .._.r� .569- 35 BEAD B (,36i BEAD C �37 BEAD_D -� #7036,6063-T6 ,/ #7042,6063-T6 #7059,6063-T6 PRO DUCT"RF;VISED ns ,—plvi.8 xith the nark!. Cvrsed ofe. vs�pn H �`' - RY� ll h`c Huiidicg Code t Acc talwn Dde • ` } ! ,v I • .v YNN ' , .• • : h"� ' • F,O i (_.-/"' _.� _.-.1... _. By Miwn ,1 ede Pradu<t Renscd f3 Y LM Cufe. 5/15/15 +�o Rr ron n NO CHANGE THIS SHEET •• Plo. f'05 - S� nes- pt a, n.n BY BOM AND EXTRUSIONS J ROSOWSKI 1070 IMIN010GY UN[VL F1 :,0, •ST:•t: O� - ! {; 7,91, Dow :c srnlTr .. N VENICF, 3427, FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 CC , . •!'1,!`5*��,•i�',. 1' Y). HOx 1529 NOKONIS. FL 34274 .u•,ins/Rtor7et; tieMe; SHrct� Drorirp No. Rev: 11NMl"ek RE CA-740 NTS 11 OF 11 MD-CA740E-LM A CIRi. 01 AUDI, #29296 P.E.N 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wvyw.min mid aae.eov/economy PGT Industries 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 Mianii-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (NHJ). This NON 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 AF-IJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RFR reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SH-700" Aluminum Single .Hung Window — L.M.I. APPROVAL. DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision E dated OS/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. • • • • LABELING: Each unit shall hear a permanent label with the manufacturer's nA� �o• op logo, o'ty* state, • • model/series, and following statement: "Miami -Dade County Product Control AppjQjq "-. unleft^4•wise....:. noted herein. •..;.. . • • RENEWAL of this NOA shall be considered after a renewal application has been filt0ind thtV1pJ4.bccn ' • no change in the applicable building code negatively affecting the performance of thisrpiVduct. • • •: • • • ...... .. . ..... TERMINATION of this NOA will occur after the expiration date or if there has b�0n•Otevisioh dr.Zffangc ...... in the materials, use, and/or manufacture of the product or process. Misuse of this NQ.4.as an endorsement • of any product, for sales, advertising or any other purposes shall automatically terknale 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, F4o*A;a,- and • followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then. it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 11-1013.14 and consists of this page I 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. 15-0519.08 1n Expiration Date: March 26, 2021 7 G Approval Date: July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Bung Window, Impact", sheets I through 1 I of 11, dated 09/01/05, with revision E dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Inliltration'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 'Pest, per FBC 2411.3.2.1,'TAS 202-94 along with. marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 117TL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1) Air Infiltration "Test, per FBC, TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory.'hid., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11121 /.66, both Os : tined ands ; sealed by Edrnundo Largaespada, P.E. (Submitted under�1;QNo.09;Q522.06) ....:. 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2Q.1,rX.. • 2) Cyclic Wind Pressure Loading per FBC, TAS►2.Q3;94 • along with marked -up drawings and installation diagram of an ahntnum single hung '•:• • window, with fin frame, prepared by Fenestration 'Testing Labo WiY Inc.,: T'ej; • Report No. F17L,4645, dated 08/11/05, signed and sealed by EC4QP I: argaerpada, .' P.E. (Submitted under AIOA No. 0X032-2.06) • • •• • 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-910 • :....: 2) Cyclic Wind Pressure Loading per FBC, TAS'203-94 0 • along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration 'Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05, both signed and sealed by Edrnundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) ON / Manuel porej, P.E. Product Contr Ex niner NOA No. 0519.08 Expiration Date: March 26, 2021 Approval Date: July 09 2015 P - I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance "Test, per FBC, TAS 202-94 ..4) Small Missile Impact `Pest per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per. FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018. 01) 6. Test reports on:.l) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by . Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. .... 2. Glazing complies with ASTM E1300-09 • • • • "":' D. QUALITY ASSURANCE1. •••••• '••'•' •••••• Miami -Dade Department of Regulatory and Economic Resource* esourc • ...... .... . ..... E. MATERIAL CERTIFICATIONS • • • • • • • • ""' 1. Notice of Acceptance No. 1.4-042117 issued to Eastman ChenAcar tompany jMA) • • or their "Saflex Clear and Color Glass lnterlayers" dated 06/39/1.4.expirinp on . 000000 05/21/16. •• ••' r 2. Notice of Acceptance No. 14-0916.10 issued to Kura ray Ameriew,, ik. for lhtr . 0....0 "Kuraray Butacite© PVB Glass Interlayer" dated 04/25/15, expiring on IPI 146. _ ManuVoo[Exa ere P.E. Product Cout icier NOA No. 5- 19.08 Expiration Date: March 26, 2021 E-2 Approval Date: July 09 2015 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FKC-511 Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-4957, F"1 L-4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. l.,aboratory compliance letter for Test Reports No. FTL-4649, FTL-4723. FTL-4947, FT.L-4650, FTL- 4948 and FTL-4646, issued by Fenestration 'Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edrnundo L argaespada, P.E. (Submitted under NOA No. 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 1.1-1013.14, issued to PGT Industries for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 11 /03/11 and expiring on 03/26/16. .... ...... .. . • • .... .... . ..... ...... .. . ..... .. 000000 . .. ...... 0 : rer • . . . . 0. ...... . . ...... Manuel z Y.E. Product Contr t F.xa finer NOA No, 19.08 Expiration Date: March 26, 2021 Approval Date: July 092015 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A 5116' LAMI CONSISTING OF (2) LITES OF 1/$- ANNEALED GLASS WITH A .090" KURARAY BUTACITE I�VB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX•PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 5/16' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 118- HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE•PVB (BY KURARAY AMERICA, INC.) OR .090' SAFLEX 'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) C. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITORVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX " INTERLAYER (BYEASTMAN CHEMICAL COMPANY) D. 7116" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" KURARAY BUTACITE PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX•PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7116" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH A 090" KURARAY BUTACITE*PVB (BY KURARAY AMERICA. INC.) OR .090" SAFLEX 'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) A F. 7/16' LAMI CONSISTING OF (2) LITES OF 31W HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE PVB (BY KURARAY AMERICA, INC.) OR.OW- SAFLEX°PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A 090' KURARAY BUTACITE `PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX 'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) H. 13116" LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS. AN 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" KURARAY BUTACITE '15VB (BY KURARAY AMERICA, INC.) OR .0%- SAFLEX•PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) I. 13116" LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 5118' LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACIT�Y KURARAY AMERICA, INC.) OR .090- SAFLEX `PV8 INTERLAYER (BY EASTMAN CHEMICAL COMPANY) J. 13116" LAMi IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 311V ANNEALED GLASS WITH A .090' KURARAY BUTACITE®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX TIVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) K. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE sAVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX•PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE V8 (BY KURARAY AMERICA, INC.) OR .090" SAFLEX f1VB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 13/16' LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS. AN AIRSPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090" KURARAY BUTACITEPVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX 'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4, 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. 7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4648, FTL-4649, FTL-4650. FTL-4651, FTL: 4723, FTL-4957, FTL-4958 AND FTL-5063. ® ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. SERIESIMODEL DESIGNATION SH700. ALSO REi9RRiD 10 AS6H700. • • • Q 9. THIS PRODUCT HAS BEEN DESIGNE%TESTEP:O 0,tL1:WIDi -411 QEQIWEMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • • • • • •• ••• to • • • •• fi 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT. ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED. GNre0f4)A906Pa4n • • UPOATE • • • • • • • CAP GLASS TYPE TO TEMPERED FROM HS • • • ' GENERAL NOTES )M(R� LOt1E, '142760 >� ALUM. SINGLE HUNG WINDOW, IMPAC P.O. BOX A,y Jrr' naco)as. FL 34 aana Vrsrby Bc[rer , NTS 1 + 11 4040-20 I SH700 _ • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA DRAWING MAP SHEET GENERAL NOTES ............. 1 GLAZING DETAILS ............ 2 DESIGN PRESSURES....... 3 ELEVATIONS. ................... . 4 VERT. SECTIONS ............. 5 HORIZ, SECTIONS............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................. 7 CORNER DETAIL .............. 7 ANCHORAGE .................... 8.11 PRODUCT REVLCHD ,s mnplying wide Ow Florida Building Code AcapWda No 0619.08 Rxplrarum nnc�,1wv n .111srrrrrr� rlo. U 7 2 IS tr A. LYNN MILLER, P.E. FL P.E.# 58705 A ,81 or 16,87,88 or 9: 112" NOM. GLASS BITE m 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 1 or 91 1/8" ANNEALED OR HEAT STRENGTHENED GLASS —.090 PVB INTERLAYER 1/8" M,*EAILtDOF►HE*T STRENCKHONED MASS 511 " LAMACE •• •INATED • • AJF • • • ••• • - 1/8"AMIEALEDrOR•TEMPBREDGLASS' • 13/16" LAMI IG GLASS W/ 5/16" LAMI • ••• ••• ••• • • �E REV78ED INTERLAYER M YU AFAF� ER • • • • • • •• • • �i— 10704ECHNh04'UR7 D NO CHANGES THIS SHEEW • • • • • • ON WC•. Fl 94275 C CHANGED CAP GLASl!S TYPE TO TEMPERED FROM HS • P.O. BOx ts29 oda NOKOMIS, FL 3<274 J.J. Z23/07 ... • • • • • • • • • • ••• • • • ••• • • DM. BITE NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3116" WITH NO CHANGE IN DESIGN PRESSURE. <�] EXTERIOR INTERIOR (ALL SECTIONS) "PVB" = }} KURARAY BUTACITE' PVBINTERLAYER or ISAFLEX PVB INTERLAYER BY 1 EASTMAN CHEMICAL COMPANY) 3/16" ANNEALED OR HEAT STRENGTHENED GLA55 090 PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE PRODUCt REVISED with Ra Fbctda 0 complying HuiIding Code 1 �R A ttptaxa tto i ) {tali"a thte 7 {3y i .J �,tigtai�adc Protect Con of 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYE R ANNEALED OR HEAT STRENGTHENED GLASS L, .` ' 3/18` 7/16"LAMINATED AIR SPACE •(,� 1 . 0certs2 TEMPERED GLASS © ' 118" 13116"NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI n ._ STFd L JP GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT " t ae.� .e avow ""—' gNT00 i=Uu 2 + 1 ! 4040-20 E A. LYNN MILLER, P.E. FL P.E.# 58706 V&!by Baca* -, "I 111 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIME WIDTH GLASS TYPE 63' 86" 48" A,B,M +80.0 -80.0 +80N(I,)* 50 • A,B,M +80.0 -80.0 +80A,B,M +800 -800 +80A.B.M +80.0 -80.0 +80 UPT0631/8" C,D,E,F,G.H,I,J,K,L +80.0 F . 00.0 +80.0 -80.0 TABLE 1. -P- ,o" RAIL W HEIGHT 4 76" HT, tL I`MEETI-NG SASH 00 -•88e0n. +++..887te008a ...008o7 -•--887�008ti...008A +80.0 -80.0 +80.0 -80.0 ..0o -.0 +7.0 -79.0 IS -77.3 +75.9 -759 " 75.4 +74.0 .-800 -74 ..... - STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL WINDOWS W/ HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 3!8" q4" 60 518'• 63" 48" A,B,M +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 60" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70,0 62" A,B,M +80.0 -80.0 +80.0 -80.0 +800 -80.0 +76.9 -78.9 +70.0 -70.0 +6&1 •68.8 +67.6 -67.6 63118" A,B,M +60.0 •80.0 +80.0 -60.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.5 85.5 UP TO63 1/8" C,D.E,F,G,H,I,J,K,L +80.0 -1 +80,0 W.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 "O" HT.MEETING RAIL I_.:� 1� .X" _ �H CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS I 'IT Y " WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) "0" SASH GLASS TYPE 17118" 22 11116" 28 3116" 33 314" 39 6l16' 4413/18" 6NUS 0 3/8" 6616/16" WI „T ^-j;}t- WIDTH D,E,F.J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +g0.0 -80.0 rT0.0 7D.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. ' MEETING RAIL JSH 63 118" l GLASS TYPES: TEST REPORTS J FTL-4647, 4648, 4723,4957B. A. 5116" LAW - 1/8"A,.090,1/6"A) ITABLE 5/16" LAMI - (118"A,.090,1/8"HS FTL.46474648 5116" LAMI- (1!8"HS,.090,1/8"HS) FTL-4647, 4648 rROD11CP Rii VLSEO as -,Flyiu 6 ,vim the Florida D. 7/16"LAMI (311GA 090 3116"A) FTL4645, 4885 - E. 7/16" LAMI- (3l16"A,.090. 3/16"HST _ FTL�845 ..--......_- - -- ._...... -.-_-.---.-.._-. - _. F. 7/16" LAMI - (3/16"HS,.09Q 3/16"HS) FTL�1645 -} yd,,",oade e Nn I5 o Fkoduet Mryil G. 131W LAMI IG - 1/8" T, AIR SPACE, 5116" LAMI - (1/8"A,.090,1/B"A} 14723 ____... 1I H. 13116" LAMI IG - 118" T, AIR SPACE, 5/16" LAMI - 018"A-090_1/8"HS) _ FTL�1646......._ -. __ _. {. 13/16" LAMI IG - 118" T, AIR SPACE, 51W LAW - 1/8"HS..090,t18"HS FTL-4646 , J. 13/16" LAMI IG - 1/8" T. AIR SPACE, 7/16" LAW - 3/16"A„090, 3/16-A) FTI-Al 4850 K. 13116" LAMI 6 - 1/8" T, AIR SPA, 8"A,.090, 3116.1 FTL-4649, 4650, 4958 SPACE, 7/18" LAW - (311 ....._ L. 13l16" LAMI IG - 10 T, AIR SPACE, 7116" �3/i%i 1 • FTL 4649, 4650 M. 13/16" LAMI IG - 118"A, AIR SPACE, 5/16" LrlMI - 110" 90 }) A)• • • • • FTL-5063 NOTES: THE LOW SILL WJ1*0N TO A P0411f, DFi9K'N PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN No i3105 Tc 1. WINDOWS WITH ,►RF•l.•.IMIT*: PRESSURES ARE UNEFFECTED.- 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. _ .+/�----�'-- 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING -]' S 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38' MAXIMUM • ' = U ' i L j ., 4L�Tjf: or w (^ 4. GLASS TYPES C. G, H, AND 1 MAY BIb~ IN SASH1111 1•� . ;' L M. yfylg ADD SASH GLASS OI•lIOAS CUSTOM VINV WlNTJSWS • ' • DRIVE•`" DESIGN PRESSURES '"°�' J.J. 10107/11 D NO CHANGES TN/S SHEE► • • • • • • N. Ni Pl �DRIVE Iis . • • AL UM. SINGLE HUNG WINDOW, IMPACT R, ' q, LYNN �IL�ER, P.E. g/< P.O. BOX t5Y4f y`yy,,. sa► ♦'r[+N•' ^J.R. - 04/01/11 C CHANGED CAP GLASS TYPE TO TEMPERED FROMGIASS TYPE FROM Ns� NOitOMiT P� 3aiT+ 144ibly Setter SN700 NTS 3 d 11 4040.20 E FL P.E.# 58705 • • • • • • • • • • ••• • • • ••• • • �- — 53 1/8" MAX. FLANGED WIDTH 52 1/8" MAX. I.F. WIDTH 49 5/8' MAX. FIXED ..- DLO (ALL) D �r 75I ' I � " MAX. SEE DLO O hF. A TABLE i p -J HEIGHT SEE DLO TABLE 76" MAX. I SEE DLO TABLE (MAlX.) .1_ FLANGED HEIGHT %/� SMAX X / SEE DLO / ASH I j , TABLE 48 114" MAX. /ENT DLO (ALL) DETAIL A 1!1 C� /,/i' ( � 75" MAX. 75" MAX. I.F, A LF. � HEIGHT HEIGHT SEE DLO C APO TABLE 0 76" MAX. j �I 76" MAX. FLANGED P FLANGEO ........_HEI HT SEE ....... HEI T _..... SEE DLO X i I' IE X j i TABLE ;% NO E 4 NOTE4 /I DETAIL B VIEW SSTANDARD SASH) B E i 75" MAX. I�f` 75" LF MAX. HEIGHT � G-+� HEI HT SEE DLO I SEE DLO TABLE O TABLE O 71 MAX. 76" MAX. FLANGED FLANGED H) HEIGHT EIGHT 20' SEE DLO TABLE %� % l S20- ASH EE DLO��[, X SASH HEIGHT HEIGHT S.__... _: I B DETAIL D DETAIL E VIEW (CUSTOM SASH] RADTOP CUSTOM SAS IUS NOTES: • •• • • • • ••• • • 1. SEE SHEETS FOR VERTICAL AND HORIZONTAL SECTION DETAILS. • •• • • • • • • • ••• •• • • • •• 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. • ••• ••• ••• • • L.M. 5112115 1 E NO CHANGES THIS SHEET fp♦b TE*HNO. Ai. 0 • J.J. f6�07l17 D NO CHANGES THIS SHEET • • . VCNIGC FL Mi. FL N• • •� Rwirona' J.R. MMIII I C NO CHANGES THIS SHEET .......... P.O. Box 1529 WA OMi$. FL 34274 Linter F.X. 9/f/o ' J.J. Y23V7 ...._. • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 0 •• • • DETAIL C RADIUS TOP (STANDARD SASH)_ VERTICAL D YL GHT OPENING FIXED LITE LOW DETAIL I SILL HIGH SILL A 34 1/2" 34 3/16" B 41 5/8" 41 1 /4' C 41 114" 40 7/8" D 52 5/8" 52 11/16" E 52 1 /4" 52 5116" SASH DETAIL LOW SILL HIGH SILL A 34 1/2" 34 3116" B 27 7/16, 27 118" C 27 7/16" 27 118" D 16 3/8" 15 314" E 16 318" 1 15 3/4" TABLE 5. ILUM. SINGLE HUNG WINDOW, IMPAL SH700 NTS 4 • 11 4040.20 PRODi1CT REVISED ar mmpfying M ilh the FLwo IIUAAmg Cudc fm F"s rntmn m I;y Miami ade l'raluM 17a1 1�,1i �iurli7 NO. SOiOti x��- /? 'SYf.I L�OFI 7 CL t��7i7,I:liit\ A. LYNN MILLER, P.E. FL P.E.N 58705 MAX. FIXED LITE DAYLIGHT OPENING MAX. HEIGHT 21 OUTSIDE VENT DAYLIGHT OPENING IW7111 ri 04MIll1 I 2.784" --� INSIDE 0 7,8OR1 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6- FROM EACH SIDE OF SASH, I-_ MAX. VENT DAYLIGHT OPENING INSIDE I I I m A i^ l� le NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9,10,11,15,16 0 2.710" I— I I OUTSIDE MAX. FIXED UTE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (If.) TRAME SECTIONS — _ INSIDE 47 3 2. 46 i HIGH SI L 2.330 LOW 51rL -....(- HIGH SILL 48 LOW SILL HEAD I.F. FRAME 2.710"7 53 p II OUTSIDE I( I �� 54 (HIGH SILL) U \ I (LOWW SILL) •• ••• •�:y g4 SEE NOTE ABOVE • • • • • ' 67 30 12 ULTRALIFT • • • ' ' ' ' ULTRALIFT ONLY 12 ONLY SECT ION C-C C;TION B-B RADIUS TOP SILL SHOWN) • • • • . H1TE?NATE y1GH SILL (HEAD DETAIL - FLANGED VEI CHANGES THIS SHEET • • • • • • • SECTIONS 1�7p 11RCMNOLOG4URNE ' CHANGES THIS SHEET ' " N. t%Nl&,F110LL7�1 ' ALUM. SINGLE HUNG WINDOW, IMPACT CHANGES THIS SHEET P.O.99X 1629 �,,.,,,,� ae..- •,.e •^^�"` NOKOMIS, FL 34274 Vfslhly Bette. sHldd Half 5 • T 1 4040 20 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • mo tmeT REVISED as complying with the Florida DuildioP. Code ( >zsi r.iwk. Nn S�Y�O�3 ? EaoirnDm Dale �.tarcn_z .%� w� `�jlllll(i[ It � No.5f705 OF A. LW41MILLtR, P.E. FL P.E.# 58705 4008 1224 44 4222A 45 985C 46 4067 47 4071A 48 4072A 49 4073A 50 4074B 52 4009 53 1088 54 2740 55 1014 56 1630 57 1631 58 1073 59 1624 1.000 QUAD PN. SMS _ IGE FRAME SILL (LOW SILL) ESIVE OPEN CELL FOAM PAD IGE FRAME JAMB i STOP i STOP (EGRESS)1.125 LONG AL BALANCE.318". 518". OR 11/ X.750 08 X 1 PHILLIPS FLAT HEAD S. STL BALANCE COVER, 11/16" SASH STOP COVER _ SASH BRACKET 98.32 X 1/2" LG. PH. FH. TYPE F S. STL FIXED MEETING RAIL SASH TOP RAIL WSTP_170 X.270 BACK, FIN SEAL SWEEP LATCH #8 X.625 PH. FL. SMS SASH BOTTOM RAIL (LOW SILL) WSTP., BULB VINYL SASH SIDE RAIL SASH FACE GUIDE LAM SETTING BLOCK 3132" X25/64" X 1" LAM IG SETTING BLOCK 1" X 314" X 1 /16" VINYL GLAZ. BEAD BULB (THICK) VINYL GLAZ. READ BULB (THIN) GLAZING BEAD, 5116 LAM. GLASS. GLAZING BEAD, 5116 LAM( W/GRILL KIT GLAZING BEAD, 7/16" LAM GLAZING BEAD, 7/16" LAMI W/GRILL KIT GLAZING BEAD, 13/16" LAMI I.G. FRAME, I.F. HEAD FRAME, I.F. LOW SILL FRAME. I.F. HIGH SILL FRAME, LF. JAM8 SILL LATCH (EGRESS) (LOW SILL) (SPRING, SILL LATCH (EGRESS) SILL LATCH (EGRESS) (HIGH SILL) SCREEN FRAME (HOR. & VER.) SCREEN CORNER KEY WIRINGS 612225 781PQA 612226 7PAD1628 612227 612244 612244 BALCVR91 7834AA 7BALTBKT 42504 78XIFPAX 7832X12FPFX 64054C 64006 67S16G 71096 7858 612230 6TP249 612231 42501 71622K 71052K 644703 ;CREEN SPLINE-.135 DIA HARD oioaon ;CREEN CLOTH 61816 'LAZING CHANNEL (.688 X.500) 8533402 16 X 1.000 PH. BUGLE TEK 706X1 3LAZING TAPE,1/16 X112 -7116 LAM 628V1510 SASH BOTTOM RAIL (HIGH SILL) 64051 :LANGE FRAME SILL HIGH SILL) 64050 SILICONE, DOW 699, 995 OR_EQUIV. 5/16" LAMI. (1/8"A.090 PVB,1/6"A) $116" LAM , (118"A.090 PVB,118"HS) 5/16" LAMI, (1/8"HS,.090 PVB,1/8"HS) ...... 7/16" LAM, 0/8"A•090 PVB,1/8"A) 7/16-LAMI, (1/8"A.090 PVB.1/8"HS) 7/16" LAAM, (1/8"HS,.090 PVB,1/8"HS) 13/16"LAN IG; 1/8"T, AJR SPACE, 5/16" LAMI, (1 /8"A.090 PVB,118"A) 13/16" LAMI IG, 118"T, AIR SPACE, 5/16" LAM(, 018"A.090 PV8,118"11S) 13/16" LAM( IG; 1/8"T, AIR SPACE, $116" LAM, (1/8"HS,.090 PIB,118"HS) 13116" LAMP IG; 1/8i, AIRSPACE, 7/16" LAM, (3/16"A.090 PVB,3/W'A) 13116" LAM( IG; 118'T, AIR SPACE, 7116" LAM[, (3/16"A.090 PVB.3/16"HS) ...... 13/16" LAM IG; 1/8"T, AR SPACE, 7116" LAM(, (3/1s"HS,.090 PVB,3/16"86) 1-2.Tt-�j 1.8Ij30 47 FRAME, I.F. HEAD #4071 A. 6063-T6 64222 FRAME, I.F. LOW SILL 48- 6985 #4072A,6063-T6 64067 2.908 PRODucrT REVISED 64071 as c j,plyfng with d., t'brids 64072 Nuilding "de ( 99, -�--2.374-�- .\cceplmce No O �2) 64073 Ei pirnlfon IAIe 64074 tsy 764009 .062 NOM Miami Product Co 7SPRNG THICKNESS 4...71 2 1 62740 67 14 • • •• G62 NOM ttte177, 0710300 • • • • • THICKNESS �t 4" 47CASP• • • • • • t' slszaK • • • • 50 FRAME, I.F. JAMB 49 FRAME, I.F. HIGH SILL #40748, 6063-T6 - • ••• ••• ••• • #4073A. 6063-T6 (USED AS RADIUS TOP HEAD)•. IC : 1 w,.tM- dr'.';7 •. MC t7f LU w.rl.v: L.M. 6112115 E NO CHANGES THIS SHEET • • • • • • . ` .FtOR101. ' \ 1b10 TEWtNOLOGY:IVE PARTS LIST " ;; ,��• ' .��<'>,'• J.J. 167/11 D NO CHANGES THIS SHEET • •• N.VRr1CfvFL342fs• • • TM `i.'�(J1VAt 1;.�. • • ALUM. SINGLE HUNG WINDOW, IMPACT lri�sr•. L J.R. 041OVII C CHANGED CAP GLASS TYPE TO TEMPERED FROM HS P.O. taox 15A y,�y, r"r. ara"e sw'a>~ xr"- A. LYN ILLtR, P.E. A, nr _ - -- - NOKOMIS, FL 34274 Vis7bly I3errer Sl1700 HITS 6 a 11 4040.20 E FL P.E.# 58705 F.K. 911r05 J.J 212"7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - - ILF. FRAME 1 or 47 I n 2 )—--z.7sa— —{ 062 1 pj it 2.830 2.330 I 1.383 o6z I (� FLAN�GE� FRAME HEAD EAD F-1,,,.,.,_2.784 I I I O FLANGE FRAME SILL (LOW) F`1.749— #4003C, 6083-T6 2.710 1 1.513 -�•I 738 062 .490 0'!i .062 � I..�-1.451-11 L SASH STOP SASH STOP COVER O FLANGE FRAME JAMB O #4025, 6063-T5 17 #4053. 6063-T5 #4004,6063-T5 (USED AS RADIUS TOP HEAD) +( 1.342 `--2.279----{ Afq f�.0625 1.707 .062 21 FIXED MEETING RAIL 23 SASH TOP RAIL #4054A,6063H0-T6® #40D6C,8D63HS-T6 3.446 I.—2.784--I 69 FLANGE FRAME SILL (HIGH) #4050A,6063-T8 SEALANT ALONG ENTIRE JOINT I.F. FRAME I� � )I 6or50 1 WELD ALONG 6 Of 50 SCREW BOSS (2) SEALANT OR GASKET I AT HEAD AND SILL U I VIEW D-D VIEW E-E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) - (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 0,50 -•�•.I 1.165 I•f�T- I.678 { 1.096 -}-.—�j —T --1.3,49 GLAZING BEAD, 5/16" l _I 41 '-- 44039B,6063-T5 31 SASH SIDE RAIL #463008,60•T5 28 SASH BOTTOM RAIL(LOW) #4007,6063-T5 k050 .678 2.326 —� 1.096 � - ��I T 44 GLAZING BEAD 7/16" #4222,6063-T5 .062 • • • • • • • • • • • • • • • • 678 • • • • • 1.115 -4-- -f SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD, 7/16" 6$ #985C, 6063-T5 #4051A 6063-T5 • ♦ • • • • • • • • • • (USED Wh GRILL KIT) • • I 678 1.096--'I'^—'^'I� rlt<Nw(_-TR7'.vISED 42 GLAZING BEAD, 5/16" us rnmp1y;"g with th1 F"f1 """P""" NO �21 #4044B, 8063-T5 (USED W/ GRILL KIT) I.x "+ +D't`&( yY. Miao' ade rrocuct Cd7h .683 -- 050 46 GLAZING BEAD, 13/16" #4067, 6063-T5 • • • • • EXTRUSIONS at rravwc wrmv t. N. 61", , OGYi 7 _ ALUM. SINGLE HUNG WINDOW, IMPAC P.O. Box 1529 y,yt s.+- 6:rt a nsw "OKOMIS. FL 3427• Visibly Better SN700 Half 1 7 > 11 4040-20 • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • No 587^5 - :. -U .Z 15 :u. 7 ' '.'`Coin!;;•-,. \ . fU1VA, A. LYISK MILLER, P.E. FL P.E.# 58705 ANCHOR QUANTITIES FOR Ill FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE: 28.603 34.603 40,603 46,603 52.603 58.603 1 64.603 76.000 At�HOR TYPE: o U U p U U p U U p U U p U U p U U p U U Ot p U U WINDOW GLASS [Va�'O�OcvOc U U O U OrvU`�O�OcvO` U U U O�ONO�'O�Oc�ON0-0�0�0' U U U U U U U U � U U WIDTH TYPE C,D,F,F,G, t 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 1 2 1`1 111 1 2 1 1 1 2 2 2 112 2 2 2112 212 2 2 2112 21,2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 213 212 3113 19.126 AB,M 1 1 2 1 1 1 1 ill 1 112 1 111 1 112 - 1 2 2 1 1 2 1 2 2 1 2121211 2 1 2 2 t 212 1 212 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 212 1 2 2 1 213 1 212 1 3 3 C,O,E,F,G, t 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 t H,I,J,K,L 1 2 111 1�2 112 1 2 1 2 2 2 1'2 2 2 2121212 2121212 2 2 2 2 2'3 2 2 2 2 213 2 2 2 3 3� 2 2r3l 3 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. 13121 1 1 1 1 1 1AB,M 2 1 1 1 2 1 2 1 2 1 22 2 t 22 2 2 22 2 222 2 2 2 2122 3 2 2 2 2 2113 2 2 23 3j3 2 23 C,D,E,F,G, 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 H,I,J,K,L 112 1 2 2 2 2 3 1:2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 213 212 2I3 3 3 2 2 313 314 3121313 3;4 313 4 4 32.000 1 1 1 1 1 1 1 1 1 1 1 1 112 112 212 213 112 212 2131112 2113 2113121121213 213 22 1211313113 2112 3131314 31121313 314 3113 4 4 rHK 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 t 1 2 22 2 3 1 12 2 3 2 3 2 2 2 3 2 3 212 2 3 2 3213 2 3 3 4 2 3 3 3 3 4 3 3 314 315 3 34 4 37.0001111112 221 2222311223232I2232132223213213233423 1 1 2 1 2 2 1 2 2 1 2 313343334 2 1 2 2 3153344 1 2 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 2 2 112 212 213,2121213 2 3 21 2 2 3 2 3 2 3 2 3 2' 4 21231313 314 213 314 315 313 314 415 3 3 414 A 2 221 2 2222321223232223232j3232423333423314 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 353331441531344 2 2 2 2 2 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _, 2 2 2 2 2 2 2 2 f 2 2 44.000 H,4J,K,L 2 2 2 2 212 2 3 212 2 3 2 3 2 2 313 214,213. 1 3 3 3 4 2 3 3 3 314 2 3 3 4 3 5 313 3 4 415 _3 [4 415 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB,M 2 2 2 2 2I2 213 22 2 3 2 3 2I2 3 3 2 4 2131313 3 4 2'3 3 3 3 4 2 3 3 4 3 5 313 314 4'5 314 415 PSF 79 79 CpEFG, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 3 3' 4 2 3 313 314 2' 3 3 4 3 i 4 2� 3 3y4 3 5 3 3 3 4 3 5 3 3 41 416 3 4 515 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 AB,M 2 2 212 Z;Z 213 2i2 21313141213 31103 j 2t3 i 3 4 13 3 319 3 3 4 3 5 3 3 4j5 4!6 3 4 5 5 PSF 72 79 79 • • • • • • • • C,D,E,F,G, 2 2 2 2 2 2 2 2 2 •2 a •2 3► •2 2• ,• 3 2 2 3 2 3 3 2 3 53.125 H,I,J,K,L 2 2 212 2 2 2 3 2�2 2i3 314 2 3 3 4 314 2�3 31.4 3 4 3)3 3'4 3 3 3 414 4 6 3 4 415 4!6 3 4 5 6 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 ' - -.. 222�222232;22133142'3 14 2�3 3� 334 3`5 313 44 415 3'34 54�63445 E NO CHANGES THIS SHEET •__ • • • • y„y 104 TEA,NOLOGY OkNE D NO CHANGES THIS SHEET • • • N. 310Eva 34216 • �1e • • C NO CHANGES THIS SHEET P.O. BOX 1529 „— "'{ NOKOM*S. FL 34274 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 114" ELCO TAPCONS 2 - iW ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18 1!2" MAX. FROM TOP CORNERS JAMBS - 17 112" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS B' MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. S. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DPLMAITED) 118 NulDtrcrusvisr:D HEAD _2 ,.a>inriYi gwah Ux Finrida _ llnilding rnda JAMB ABOVE No 15"0619.,oJbp��, t?.piration Date , r(,U2I MTG- RAIL JAMB BELOW 11Y Mist ' rle 1'ruduct Cotnm MTG. RAIL (FULL DP) ;1111 t I u HEAD 2 • *JCY CiiiiV iaj '', JAMB ABOVE 2 3 a.. ''o("' N ;` .�Fp '• MTG. RAIL JAMB BELOW Nn. 5e705 _ MTG. RAIL l( "`-7'. _ ANCHORAGE SPACING, 1/1 WINDOWS • ALUM. SINGLE HUNG WINDOW, IMPAC 1/ui* Better - °01hi k"' •..ra w SHT. NTS 1 8 • 11 I 4040•X • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U- A. LY149MILL&' P.E. FL P.E.# 58705 _..... .._... ANCHORAGE NOTES:, ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS WINDOW HEIGHT 2 - 114" ELCO SS4 CRETE-FLEX SUBSTRATE---- UBSTRATE: 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 3 - #12 SCREWS ANCHOR TYPE. c�0' WINDOW GLASS 0. N TI-O)— r+OhO Ror 0 U z�1) N O U O 0 N U z N 0 U Zc?O O 0 N U z�Zr�0 N O U O N D cv U z�zn O U O O o N N U 1 z O U zr?O O 0 N �$ N U Z�z O U O 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: N S� N �$ N U U U U U U U U U U U U HEAD -17 11Y MAX. FROM TOP CORNERS WIDTH TYPE S JAMBS - 17 1/2' MAX. FROM TOP CORNERS AMB$ C,D,E,F,G, H.I,J,K,L 1 / 1 1 1 i 1 2 1 2 2 1 2{ 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 1 212 3 2 1 3 2 1.. 2 2 1 3{ 2 15' MAX. FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RAIL 19.125 1 1 1 1 1 1 212 2 1 2 1 1 1 1 1 1 1 1 SILL -ANCHORS NOT REQUIRED 1 1 1 1 1 1 1 1 1 1 1 ABM 1 1 1 1 1 1 2 (2 2 1 2 j 2 2 2 21 1 2 2 2 2 2 2 2112 2112 2112 2112 2112 2 2 2 2 31 2 2 2 3 2 3 2 2 2 3 2 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF PSF 79 1 1 1 1 1 1 1 1 11 1 1 1 NOTE 2. 24.000 C,D,E,F,G, H.I,J,K,L 1 1 1 1 1 1 1 1 1 1 2 2 1 1 1 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR J2222 11 1 11 111FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS A,B,M y 1 i11111 2 2 1 1 2 2 2 2 2 2 2 2 22 2 2 2 2 3 2 3 2 2 2 3 2 32 2 2 3 2 3 2 2 2 3 2 ARE 1" LESS. PSF 1 1 68 1 11 1 77 5, DESIGN PRESSURE LIMITATIONS: i 2 1 1 1 1 1 1 1 1 1 1 1 OF THE TABLE ITH A 1 ,D,E,F,G, H,I,J,K,L 1 1 1 y y 1 2 1 2 11 2 1 21 2 1 2 I 3 1 2 1 2 1 2 2 2 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 31 2 4 3 BOR*BLOCKS OLD ITALICIZED VALUE ABOVE THEM, INDJACENT ICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 32 00p y y 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD, OTHERWISE, THE A,B,M _ y 1 1 1 1 1 1 1 1 2 3 3 2 3' 3 313 2 2 3 3 413 3 2 4 3 4131 3 2 4� 3 DESIGN 1 1 ill 1 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 PRESSURE FORTH PRESMAXISURE PSF 39 67 78 RESPECTIVE SIZE 1 2 _.... 21 222 2 1 2 2 1 2 21 2 2 AND GLASS TYPE IS C,D,E,F,G. H.I,J,K,L 1 1 2 2 2 3 2; 2 21 33 3223 _- 3 3 3 - 3 3 - g 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3ABM AVAILABLE. 37,000 1 1 1 1 1 1 +2!22122 2 2 1 21 22 1 1 1 1 1 1 1 21 2-12 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3.3 2 3 3 4 3 3 2 4 3 414 312 413 PSF 64 79 62 79 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2j2!2{2 213 2'2 313 31312121313 4 3 3"3 4 3 313 313 413 414 3 3 413 4 4 313 513 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 11111122222122322333j322 313433343333'3434i43343443,353 TABLE KEY: PSF 49 79 56 79 79 2 2 MAX. PSF C,D,E,F,G, 2 2 _ 2 -,. 2 2 2 2 2 2 2 2 3 2 3 3 2 4 4'3 2 3 2 4 3 2 4 4 2 3 3.4 2 3 2 414 2 3 3 4'3 2 2 4 4 3 3 514 DP LIMITED) L 117 3 r'aolnlcrsevisrn , lyi .oir6 dw florid. 1 is,iacr�coa, 44.000 H.I,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 314 2 2 2 2 2 2 HEAD A- A,B,M 2 _.....-- 2 -. _ 2 2 2 2 --- - 2 • 2 2 2 2 2 2 2 2 2 2 3 3 2 413 2 414 3 3 4 3 414 313 5 4 JAMB ABOVE 3 3 Ill,QrJ�•0$ ex �...QM1:'d�C. , rlDZl 1 1 1 1 1 1 2 2 2,2 2 2 3 3 2 2 313 314 2 3 3 3 4 4 3 3 4'3 4 4 MifG.RAIL PSF 45 74 51 74 79 79 JAMB BELOW M' a<rronu<rcw 1 C,D.E,F,G. 2,1 2 2 2 2 2 2 3 2 2 _ 2 2 2 3 2 2 3 2 3 2 4 _ MTG. RAIL 48.000 H,I,J,K,L 1 _2_ 1 1 1 12i 2 2 2 3 3 .2 2 3` 3 A33 4 4 3 3 4`4 4 4 3 f 3 414 44 4 3 514 4 4 3 4 2 5 2 r22 2 2 2 2 2•3 2 ?• 2 2 3 2 2 FULL DP A,B.M .. 12 2 ._. 2 2 __ ._1 3 3 2 2 3 4 4~ j 4 3 3 414 414 4 3 5 4 4 4 4 3 5 4 HEAD 2 PSF 41 87 46 67 76 79 • • • • • • • • • • JAMB ABOVE 2 2 �� ._ F vC`t`�SE ..y C,D,E,F,G, 2 2 2 2 3 2• 3••! 11 3 2 3 •3s 2 3 3 2 3 3 2 3 NITG. RAIL �' :.D,E,K,L y y- y y 2 2 3 3 31 3 3 3 4 4 3 3 4': 4 4 4 31 3 4 4 4' 4 3 3 4' 4 5 i 5 4 3 514 5{ 5 4{ 3 5 4 BELOW N0 III`'JANB ;22 2 3 2 3 3 2 3 2 2 2 3 2 2 3 2 3 3 2 3 3 2 MTG.RAIL p',� tr,_ ABM 1 1 1 11 1 2s2 2 3 3 31 3�if+ 3'3 4 4 B 3 4� 4'4 P;3 414 5 4 4'3 5 4 5�4 4 3 5 4 15 L.M. 5I12/15 E NOCHANGESTHISSHEET .. ._ • • • : a1o.NN�,acr P ANCHORAGESPAC/NG, STANDARD VIEW %, �'>�;•'<erz+�"••'��'• S�L�IU(�i.� J.J. 10I07/H D NO CHANGES THIS SHEET N. r: c�as �� A.. SINGLEHUIVGWINDO�W,IMPACT r . A.LYN�J'I�AILL�R,P,E. J.R. 04Pot111 C AODOPMAX.WHEREANCHOROTyISRESTRK:TEDSYSiZE ? O. sox lsza NOKOM15, FL 3Q7-0 Vlslbfy fktrer NTS' 9 s } } 4040-20 E FL P.E.# 58705 e.. F.K. nr 7/2M5 J.J. aM 2I23N7 ........ SHIW • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD 81 JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE S. SUBSTRATE: 17.125 22.668 28.211 1 33.754 39.296 44.839 60.382 1 55.925 ANCHOR TYPE: . o N Q 3 U `� ZOHI U oUU c`, O LSD O— U O(V rMO�'Or U o U U U O U o U NO U U ON U o U O U U OC4 U o U r'O U UU OtV Ly O U U U o U `� O U o O U WINDOW WIDTH GLASS TYPE 19.125 D,E,F,J, K,L 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 33 24.000 D,E,F,J. K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 32.000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 PSF 79 37.000 D.E,F,J, K,L 1 1 1 1 1 1 2 2 1 2 2 2 2 3 1 2 2 3 2 3 1 3 2 4 2 3 ....1 3 2 3 2 4 1 3 2 4 2 4 1 4 2 5 2 1 5 4 2 5 PSF 79 79 79 79 40.000 D.E.F,J, K,L 2 1 2 1 2 1 2 2 2 2 _2 2� 2 3 2 3 __2 3 2 4 2 3 2 4 2; 2 4 3 2 4 2 2 4 3 2 5 2 4 2 4 2 5 2 5 2 4 2 6 PSF 79 76 79 77 79 1 79 79 44.000 D,E,F,J. K.L 2 2 1 2 2 2 2 2 2 2_ 3 2 3 2 2 4 2 4 2 4 2 4 2 2 3 5 2 4 2 3 2 5 2 5 2 4 2 5 2 5 2 4 2 6 1 2 3 PSF 78 79 70 79 79 71 79 73 76 48.000 D.E.F,J, K,L 2 1 2 i 2 1 2 2 2 2 2 2 2 3 2 3 2 3 3 4 2 4 2 2 5 2 4 2 5 3 5 2 4 2 6 3 5 2 4 2 6 3 6 2 2 5 6 4 PSF 71 79 63 71 79 64 74 66 77 69 69 53.125 D,E.F,J. K.L 2 -1 2 1 2 1 2 2 2 2 2 2 3 3 2 3 2 3 3 4 2 4 3 3 5 2 b 3 5 3 6 2 5 3 3 6 2 5 3 7 3 6 2 5 3 7 4 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT_ _2_77 _9 12.776 15776 187_76 21.776 27SUBSTRATE 76 30.7O76 1.106 ANCHOYPE l U OU PXq O0 Ui u Z u O ti_3 p8FI WIND OW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 1 2 1 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 2 1 2 24 2 2 3 2 3 3 2 3 3 3 3 3 3 I 3 4 3 3 4 3 4 7 ao.000 _ _ 2 2 2 2 2 2 3 2 3 3••2• z •3• 3• 3• a 3 3 4 3 4 4 31 4 68 78 • • • • • • • 44.000 2 2 2 2 2 2 3 2 3 3• 3 •4• • •3 •4 • 4 5 3 4 5 3 4 63 72 79 of ••• •• • • • •• 48.000 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 b 3 4 5 3 4 5 3 4 73 58 86 72 53.125 2 2 2 2 2 2 3 3 3 4 •3 4 •Q• 3••4 5• 3 4 5 3 5 5 3 5 .M *' 01r L.M. SH?/}5 (11"vil • • • • • 1c7d9fECRN0L0GY DIME • • N.VEI•CE.•L34279O• P.O. BOX 1529 NOKO6its. FL 34274 n ALUM. SINGLE HUNG WI Visibly Secte. —17 � _NTS s�1 synod Nt0 - 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 . 114" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS: HEAD - 18 1/2" MAX. FROM CORNERS JAMBS - 17 112" MAX. FROM TOP CORNERS 11 12" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15' MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 518" MIN. TO 38" MAX. 6, TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD, OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE 7. KEY: MAX. PSF (DP LINYTED) 112 HEAP 2 JAMB ABOVE 2 MTG. RAIL (FULL DPi HEAD 2 JAMB ABOVE 4 , PROWIC7 RF.YCS6U MTG. RAIL mmpiying w th the Florida B damp Cady ncceplmxc Not 0519. �nl F icatirol Datc TABLE & KEY: �y. hfimn'D1xle Product Cnnu MMX. PSF (DP LIMITED) 112 JAMB BELOW 2 -- MTG. RAIL • \��=.. $ JAM BELOW MTG. RAH. = -17 . C{•q- 6 ;; ' 7 is TOM VIEW .' �o' •." crlclo^. : )W, IMPACT .... ' •',S; '7, 11()t,1A1_ V ;w_— rt.: A. L *41MILLE'R, P.E. 4040-20 E I FL P.E.# 58705 C � EXTERIOR INTERIOR Al.l. HEAD AND SILL DETAIL ) 1-314" MIN. EDGE— CONCRETE ANCHOR (SEE NOTE 1 & 3) 2x WOOD BUCK (SEE NOTE 4) 3.35 KSI MIN. _.._......... 1 CONCRETE �; �1 ,. '13/8"MIN., 114"TAPCON 4.3/4"MIN., 114" CRETE-FLEX - — OPTIONAL I WOOD BUCK ....y ' .._v ... -- �L_4- '�_ C_ (SEE NOTE 4) - 114' MAX. SHIM WOOD ANCHOR ® 1. FOR CONCRETE- APPLICATIONS IN MIAM,1-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY (SEE NOTE 2 & 3j APPROVED 1/4' ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 314'. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY. USE #12 STEEL SCREWS (135) OR DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1' MIN. EDGE 114" SS4 CRETE-FLEX. 1 3/8" MIN. 114" T MAX. �1 SHIM 1 1/4' 1 3/8" MIN.-- MIN, 114' MAX. SHIM 1/4" MAX. SHIM it 1-314• MIN EDGE 1 1' UGIIUIIIIt CONCRETE ANCHOR. "CH BELOW MEETING �4 tnfbnmu RAIL. (SEE NOTE 1 & 3) 1 3, FLAT HEAD ANCHORS, WHERE REQUIRED. MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5, FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING TI IE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT :DGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2 & 3) (. 3.35 KSI MIN. CONCRETE INTERIOR OR 1.5 KSI MIN, CMU I). (ALL JAMB DETAILS) EXTERIOR 1x BUCK OPTIONAL WITH SOLID CONCRETE 2. WOOD BUCK ['I OR CMU SUBSTRATE (SEE NOTE 4) ® (SEE NOTE 4) �J DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4' 5/8" MIN. EDGE 2.112• EMBEDMENT - MAX. SHIM—WOOD FRAME WOOD FRAME _L j - 31" DIA MIN AT CORNERS NAIL, 2-1/2" EM EDMENT= HERS .131" DIA. MIN x 2 112" NAIL, 1 ! _ _. = AND 5' O.C. _. - AT CORNERS _ AND 5" O.C. 51� EDGE • • • • • • • • • • ........ • • • •Z1,•". i • • • 2 ''i • • MAX. • SHIM • s : � ♦T CQRYE • • • • • OMD 5'V.C. • • • • DETAIL F, (HEAD) DETAIL_E_ (JAMB) ZYPICAL INTE"iAL QW ANCUpRA9-jF= w.,E ,r CORRECT SUCK NOTE, REMOVE SECTION 2003.6M Ri. • • • oMvF t07N. • D NO CHANGES THIS SHEET • • VEMCE.k 3 2A N. vERi � �t 3a ` • P.O. sox tsze N2T4 rtwa C NO CHANGES THIS SHEET Vbl61y Bette' • % % • • • • • • • • •• • • • •• •s• 0 0 0 000 0 0 1/4' MAX VRODUCI Rl VISED SHIM 1 . ,rAv..g Milt the FW42 I Hoildigck 5!8"MIN. EDGE Ac•ptmta.No_i i9(�21 LxptratiWt IT,>tt .t � �i t fly I Mi Da4c pruM¢1 CaaUof i 11��If , I —WOOD FRAME —2-112" EMBEDMENT DETAIL G (SILL) ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT wyyy� tarts tYrrt awNeM. SH700 NTS ll - 11 4040-20 �`�` ,tGLNg•F. �F� rr' i I S 'urtut. N A. LYNP.4(R. P.E. FL 58705 M1� [aADE MIAMI-DADE COUNTY PRODUCT CONTROL, SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIN ISION 1' (786) 315-2590 F (786) 315 2.599 NOTICE OF ACCEPTANCE (NOA) www.niiamidade.gov/economy; PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE:: This NOA is being issued under the applicable Miles 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 (_AIIJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90° & 135' corners — L.M.I. APPROVAL DOC i , NT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets 1 through 22 of 22, dated 10/ 10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony 1,vnn .Miller, P.E., bearing the Miarni-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant logo:;r pr000000 LABELING: Each unit shall bear a permanent label with the manufacturer's e'4 i . >t3state• • O *: IY, model/series, and following statement: "Miami -Dade County Product Control Appg(a,�j"", wile"Werwisq...;. noted herein. • RENEWAL of this NOA shall be considered after a renewal application has beep'f71RI.and tllt rg.0 beer • no change in the applicable building code negatively affecting the performance of thl op ooduct. 0 0 0 : 0 TERMINATION of this NOA will occur after the expiration date or .if there has beK frevisi:)h0Q hang...., in the materials, use, and/or manufacture of the product or process. Misuse of thi*NGA,.as an endorsement oo 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; �f l A. 0 0 0 0 0 0 ADVERTISEMENT: The NOA number preceded by the words Miami-DadeoCounty, 41�;P ia, anj • followed by the expiration date may be displayed in advertising literature. If any portion of the 'VOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-1013.15 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 ,Jorge M. Plasencia, P.E. > NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 .a��i� Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA 1V& 14-0123,10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/I6, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference 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/ PS, 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) Air Infiltration Test, per FBC:, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance. Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration 'Nesting Laboratory. Inc., Test Report No. BTL'-'7.554, . . .... ...... dated 11/0 1/13, signed and sealed by :Marlin D. Brinson, P.E. • (Submitted under !VOA No. 14-0123.10) • ...... .. . ...... 3. Test reports on: 1) Uniform. Static Air .Pressure `Vest, Loading pop iac, TAS 302-94 • ' I 2 uniform Static Air Pressure Test, Loading per ffjC, T4�.Z(j.;-94 • 3) Water Resistance Test, per FBC, TAS 202-94"' ' 4) Large Missile Impact Test per FBC, TAS 201:14 • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS.2Q3-94 . • 6) Forced Entry "Test, per FBC 2411.3.2.1. anc;TAS6-202-9�4 • • ••: • along with marked -up drawings and installation diagram of ar; al"num Sliding glas$....; door, prepared by Fenestration Testing Laboratory, Inc., "Pest Report's No.:. ' FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P.E. (.Submitted under :'VOA No. 09-0826.10) Jorge M. Plasencia, F.E. roduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 1.7, 2020 Approval Date: August 04, 2016 E-1 t PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. "TESTS (CONTMTF,D) 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 `Pest, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by .Iulio Gonzales, P.E. (.Submitted under NOA No. 09-0826.,10) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under]VOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-516 Edition (2014), dated 01/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.F. (Submitted under previous .VOA No. 14-0.128.1.1) 2. Glazing complies with ASTM E1300-09 . . .... ...... D. QUALITY ASSURANCE • ...... .. . ...... 1. Miami -Dade Department of Regulatory and Economic ResourctS'(R R).o ;�•�.; .... E. MATERIAL CERTIFICATIONS "" ...... .. . ..... 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Arnexic-0a.,nic. foi theirs ...... "Butaciteg PVB Glass Interlayer" dated 04/25/15, expiring cp4jAtl/16. •; 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amefiea, Ibe. follkaV. "SentryGlas(R) (Clear and White) Glass .Interlavers" dated 04/2'Af. expir on 07/04/1.8. • • . . .. F. STATEMENTS 1. Test proposal No. 16-0.152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) F'FL-8717, FTL- 8970 and FTL-8968. __._ Jorge A Plasencia, P.E. Product Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E - 2 PGT Industries, :Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. TESTS (CONTINUED) 3. Statement letter of conformance, complying with FBC-5te Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (,Submitted under previous NOA l'Vo. 14-0128.11) 4. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) G. OTHERS 1. Notice of Acceptance No. 1.5-1013.15, issued to P(VI :Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135' corners - L.M.I. approved on 10.1129.15 and expiring on 02/17/20. Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February17, 2020 Approval Date: August Oa, 2016 E - 3 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 9T/135n CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E13D0, S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300. 3) ANCHORAGE'. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTAI.I.ATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM. ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HvI1Z). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. TEST REPORTS: FTL-5980, FTL5993, FTL-6001, FTL-6W4, FTL-6015, FTL-6017, FTL: 6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL: 75Cx4 . . ... . . . ... . . ... . . . . . . TART F A GWt�3 • Ar6hor • • • • • • Stbsyje • • • Frarne Member Min. E Edge Distance Min. Embedment • ti�Ek�Ultrecon • • (mks _85k • tlaed/S I/JanD i` -2.1!2' 1.3/8' I�rgroL1ed CMU.' STM 90 Jalnbor4y 1-114' 46iu1*6Wy ASTM G99.•nin. list rout) Jamb cinly 2412' i-314' 2 114" E" 410 S.S. CreteFlex Conamte (min. 3.35 kai) Head/Sill/Jamb 1" t-3!4' Utgrcuted CMU, (ASTM C-90j Jamb only _ t-1/4' P.T Southem Pane (SG=0.551 Head'SIUJsmb -_2.1!2' 1' 1.395' NP Eqio •QngnRAadCMU A2S.e M C- 90) Jamb only 11'' 111-1/4'/4'' 3 911, 1A5-10 6.S.M! (din. tl Rrrul�snn) 7. w Pir (S 0.55) Head/S61Jamb 9/16" I - we" m, E063-T5 He1IJamb ad/51 --- 3/E 0.063' • • • � Steel Stud, AaW 01. 31' Head/SinlJamb Head/Sll1!Jamb 318' 318' 0.050' 0.0451' 114' E" 18.8 S.S. Apgrs-Gabr Conc.Bto (min. 3.275 Kai) Head/Sla/JamD i-ilY U.Vcuted CMU, (ASTM C-W) Jamb orgy Y 1-114 Gmutad CMU (ASTA4 C-33, min. 2 ksi (peat) Jamb only Y Y P.T. Southem Pine SG-0.55) fkad!SiIVJwnb _ I. IJ/E 4 12, Steal SIAS G5, (min. i 1 threedelim) P.T. Southem Pine (SG-0.55) HeadrSit/Jamb 911E i-3!8' Mummum, W63-TS' HesdIs!NJamb 1 3/8' 06063' Steel, A36' Wad/SAIjamh 3/e' 0.050' Steel StA A653 Gr. 33' Head/SiUJamb 316' 0.0451' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN, STRENGTH AND THICKNESS REOUIREMFNTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "P-HOOK INSTALLATION REQUIRES 2,693" MIN. EDGE DISTANCE. REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQI 11PIPUP tTc 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MiAMI-DARE COUNTY APPROVED ELCO ANCHORS, SEE TABLE A ON THIS SI iEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" "FtiiCK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE 1 O MEET MEN. STRENGTH AND 'THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NONA/ETALLIC GROUT, MAX. IM" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE. OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. TART F R CFF FIFTAII S ON SHFFTS 4& 5 Gli T1'Pe � - Description (Listed from Exterior to Interior) _- G3 7/15- Laminated: (2) LCes of 3116' HS Class Mth.CBG' PVS Intedayer 9/16- Laminated: 2) L-r',es of 1/4' HS Glass ai'h .090' PVG bravdayer G3A G4 7/16- Laminated: (2) iJ<.es of 3110' HS Glass vnth .0W, SG Intedayer G•IA 411E Laminated: (2) Lit" of 1/4' VS Glass Mth .090` 60 Atedayer G5 t' Lamihated LG.: 3fI6' T Extew Cep . 3/E Air Space « 7116' Laminated, (2) Utes or 3' i6' HS Glass Ylh -Dglr FVB k4edayer G5A 1" Laminated t.G: 114" T C-x'sd_of Cap + 5/ 15" Air Space • 1116" Laminated: (2) LCes f 3116' HS Glass with .090' PV6 kaMayer „ G6 I' Laminated f.G.' 3116' 1' Extedw Cap 13-V Air Space . 7116' Laminated, (2) Utes of 3/18' HS Glass Hth oWT SG 1ntedsyer_ G6A 1` Laminated CG.'. 1/4' T Extedm Cap- 5110" Air Space « 7/16' Laminated; (2) Cites of 3'16' HS Glass w.+th .090" SG Intellayer G7 7116- Laminated: (2 Utes of3/1V ANN Glass with .09D SO Werla er G7A 2/16- Laminated: (2) Liles of 114' ANN Glass watt .090' SG Inledayer _ C 8 V Laminated LG.: 311E T Exterior Cap - 3/8" Air Space • 7116" L—inaled_(2) LCm of 3'16' ANN Glass wish .090" SG Merlayet G8A 1' Lamtrlatad I.G.: 114` T Extedor Cap • 5f1E Air Space . 7/16' Lamkwtcd; (2) Utes cf 3116' ANN Glass with .09T SG klterlaycr 1070 TECHNOLOGYORIVE INCVENICE FL 3427f CERr. OFAU M 029M GENERAL NOTES_.......... 1 EXAMPLE CONFIGS..........2-3 GI_A71NG DETAILS............ 4.5 AN C HO RAG E..................... 6-14 DESIGN PRESSURES 6-8 INSTALL DETAILS .............. 12-14 ELEVATIONS..... 15,16 PANEL / SILL TYPES.......,.17 CROSS SECTIONS...........,18,19 PARTS LIST ....................... 20 E X T R U S I ON S ..... ............... 21,22 — DESIGN PRESSURE ;WINGIfdPACI -K"-ATW— G PRODUCT REVISED as d*;Zw ny rwlih the Florida Bu6dirg Gadi �•.".�� SEE TABLES 1, 2 S 3 ON —•---•-. RATEC FOR LARGE d SMwLt. SHEETS 6. 7 & 8 MiS, IMPACT RESISTANCF NOA-No. 16-0629.06 _. _.... . - Eapf,etion Date 02117/2020 .._ .__ STANDARDS USED �2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION By •ASTM E1300-03 Mlam - ro act Control aANSI!AF&PA NOS-2012 FOR WOOD CONSTRUCTION •ALUMINU61 DESIGN MANUAL, ADM-2010 • AISISI00-07/52-2010 GLAZING NOTES: .�•� 1 !J . 'ANN' = ANNEALED : F l ii,' "HS" = HEAT STRENGTHENED K- F • sF " "T' = TEMPERED PV13 _ BUTACITe PVB BY KIJRARAY AMERICA, INC. .090" "SG" = .090" SENTRYGLAe BY KURARAY AMERICA, INC. .. �to6 k' 6 a�... GENERAL NOTES AND MAP SERIES 770ALUM. SGD- LM IMPACT "r•.^ I(:1tYr14i 3�4! ER; P:E. � eatr a>.r n..saw sGo 7rp NTS 1 > 22 PGTO130 B p E* 58M5 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: • • • • 1) ALLCONFlggjgATIONS SHOWN ARE ALSO AVAILABLE AS • ''•L • • • • • • POOKPT CONFIGURATIONS AT EITHER OR BOTH JAMB i MAX. UNIT WIDTH MAX. UNItWIyTH• • • • • COCADONSM- 24G DETAIL 'Jw",'Jc-,'KW' OR "Kc" INSTALLATION. • • • • • EXAMOLE: 4•PAVEL XXXX IN POCKET (p) CONFIGURATION CAN BF- 0` • 000 000 NOM. PANEL WIDTH NOM. PANEL WIDTH pXXR)Ip!pXXW OR XXXXXXp. OXIN POCKET CONFIGURATION _ t PER TABLES 1-3 1 PER TABLES 1-3 CAN BE OXXXp. r r 2) 80' & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION jj� I • • I • • :19ANY.2S1RAIGHT CONFIGURATIONS. y I 1 a I �t • • • I• -Q+• • MAX. UNIT �' t tp i N MAX. UNIT it a� • 91 FOR NOM* PANEL WIDTH, SEE TABLES 1-3. HEIGHT r; I t I° 2 z HEIGHT �'• t t • 1 �v�. • • !i ji 1 w uti *_ PER TABLES '-3 a PER TABLES 1-3 I x OP�?ABLE PANEL, I $ u "O" = INOPERABLE PANEL, POCKET POCKEr I m POCI:E7 , ti DETAIL LETTER _ j`r __ x W = WOOD OR METAL INSTALLATION 1-PANEL 2-PANEL"C'=CONCRETE INSTALLATION CONFIGURATIONS t , CONFIGURATIONS QlvQ 7 ._......................._. - SHEET NUMBER MAX. UNIT WIDTH - �+- MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH - 7" NOM. PANEL WIDTH _ _ - w DLO HEIGHT =DOOR UNIT HEIGHT - /D.125' NOM. PANEL WIDTH PER TAF3LE5 '-3 t t t. PER TABLES 1-3 t t t. PANEL HEIGHT =DOOR UNIT HEIGHT - `.866" -- --- --ter-- � ___-_- t 1 I i t, tD 19 w i O� to 14 r?'W'gN� MAX. UNIt4 toMAX. UNIT 1 101 I° HEIGHT HEIGHT i9 i w a PER PER TABLES 1-3 TABLES 1-3 / y _ /r 3-PANEL CONFIGURATIONS — 4-PANEL CONFIGURATIONS �.�� I MAX. UNIT WIDTH MAX. UNIT WIDTH --- NOM, PANEL WIDTH o�w NOM. PANEL WIDTH ( w PRODUCT REVISED PER TABLES 1-3 PER TABLES 1-3 t 3 aDs We eo 11ing with the Florida r ulldin C 16-0629.06 ff is Expintio Dete02/1712020 >By t. i9 € 74 w c;w MAX. UNIT Iwi MlMAX. UNIT HcIGHT !% i "t'EMla ro uct ntrol O 1NOTE- HEIGHt' 1. t t9 'vc PER !' " 2. THIS PER TABLES 1.3 i „ j' i Y TABLES 1-3 f R SHOT. 1 l PocxF: I y x� R < Ll 5-PANEL CONFIGURATIONS CORNER, TYP. , (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) .. .................................. 10%Z rr+OLogDRNE - EXAMPLE CONFIGURATIONS c x. vEmce rz �7s-._..__.....- -- -- : ; W ryr,Nao,eou SERIES 770 ALUM. SGD - LM IMPACT •"'�"'�'I' _ —2 r"""pep "' I A. LYRE MILLER, P E. uBL 0Ma1a O CERT..OFAUT14.#29M snD:ro NTS 2 22 PGTn130 13 P.e,rse7os . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... EXAMPLE CONFIGURATIONS • • • • CONINGURAi1ONS NOTES: MAX. TESTED UNIT WIDTH = • • • � • • • • •1CO URATIONS SHOWN ARE ALSO AVAILABLE AS 355-7t16" @ 96' HEIGHT' • -� • • • • POC T CPf1FJGURATIONS AT EITHER OR BOTH JAMB 300-1l4" C 120" HEIGHT • • • • • LOC TION{ USING DFTAII "Jw , 'Jr..", "Kw" OR "Ka" INSTALLATION. NOM. PANEL WIDTH t " 1w i 3 t • • • • • • • EX/tk"E: d pANEL XXXX IN POCKET (p) CONFIGURATION CAN BE PER TABLES 1-3 pXXXXp, p)O= OR XXXXp. OXXX IN POCKET CONFIGURATION 1 — -- r--- CAN BE OXXXp. + Jw Jc 1 13 1 I 1• t •I y• MAk 1 � ( •i 6 • • • •2)'r0` I�'%9' CORNER CONFIGURATIONS CAN BE A COMBINATION 19 ' t •I ��• • • •OF ANY *STRAIGHT CONFIGURATIONS. • HEIGHT, • • • 1 i W ,i s s '% • • •ig z• ••• • 96' OR 120" %/ • • •I `w 4 • • %FiPRjV& PANEL WIDTH, SEE TABLES 1-3. f i u� X' = OPERABLE PANEL, j1 I f AFT I y '0' = INOPERABLE PANEL, - ............._.._ _.. _.r� _ I p" =POCKET 6-PANEL CONFIGURATIONS r J t i } F—DFTAII. LETTER MAX. UNIT WIDTH — "Y' = WOOD OR METAL INSTALLATION J "e = CONCRETE INSTALLATION NOM. PANEL WIDT-H v SHEET NUMBER PER TABLES 1-3 1 1 3 1 13 � DLO WIDTH = NOM. PANEL WIDTH - 7" t IT DLO HEIGHT= DOOR UNIT HEIGHT - 10.125"MAX.UNlT1 13[ t u 14 i PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"11 `/ 4HEIGHT "L6 �PER TABLES 1-3 I POCKET — 7-PANEL CONFIGURATIONS w e� NOA1. PANEL WIDTH PER TABLES 1-3 i MAX.UNIT t HEIGHT t PER TABLES 1-3 8-PANEL CONFIGURATIONS 1070 TEcwx0aY AGVE' EXAMPLE CONFIGURATIONS N. Vi NX7-. FL 3U75 I _ _...__.._._....... wl)}460-fwo } �J SERIES _770 ALUM. SGD - LM I cEar.oFAurrr.>rzaalB [J� NTS 3....'_22 PRODUCT REVISED u complying with the Ftodda 6ulding Gods NOA-No. 16-0629.06 Expiration Dot•02/17/2020 Miam-1r roduct ontrol PACT PGTQ130 B A. LYNN MUER P.E. P.E.p 58705 ___ . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • . . ... . . . . ... GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A) . . . •. • . • . 7/16" NOM. 7116" NOM. . • • • . .. . . . . . . • • • • • • . • • I NOW — 306" HS GLASS-- 3/1G" HS GLASS 3/16' HS GLASS — — .090" PVB- .090- PVB 3/16" HS GLASS 74 U90" SG 3/16' HS GLASS 14 • • t,3Y16" N60�G,�LlASB • • /6'0AIFrSPACE� • • 74 EXTERIOR i r- ` I: 3/4" NOM. GLASS `, C EXIERK3R -- 3,14" NOM. GLASS 1e4.127 3J4" NOM. BITE • SITE GLASS BITE EXTER{OR / 7/16"_LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 9/16" NOM. 9/16" NOM. 1" NOM. 3/16" HS GLASS 11a- HS CLASS 114" HS GLASS 7 0001 PVB--- __ .090"PVB .G90" SG �>'� 3/16" HS GLASS 114' HS GLASS J4% 1/4�HS GLASS \' 5/16"AIR SPACE 114" T GLASS 11 3/4" NOM. ire 3/4" NOM. EXTERIOR i -^d EXTEWOR �— 3/4' NOM. GLASS GLASS 2at27 BITE BITE GLASBITES ExrERIoa PRODUCT REVISED `^�/ ► /. / B complying with the Florida j Building Code (� Et ]� 74 NOA-No. 16-0629.06 `i' -__�___-_-� y4 O .........._ 4^� Expiration Date 7712020 ��1L� BY _ M{Am'i' a 6roductContlol 9/16" LAMINATED GLASS, TYPE G3A GLAZING NOTES: "ANN" = ANNEALED HS" = HEAT STRENGTHENED "T" = TEMPERED PVB" _ ,090' BUTACII E PVAY KURARAY AMERICA, INC "SG" = .090" SENTRYGLAAY KURARAY AMERICA, INC. JR ASni!A7iB B[4DMDSPACL.RS. 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A 10707ECHNOLOGYDR4 FL 3075 fwf) 4a*-!W0 CCRT, OF M. AW2W FRIES 770 ALUM. SGD - LM IMPACT ar.a.uw. sca7ro NTS 4 - 22 u.ryra PGT0130 A. LYNN MILLER, F.E. REkR70S GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A I'NOM 7/16" NOM. 3116' HS GLASS 3118" ANN GLASS - .090" SG — 3116" _HS GLAS 090" SG -- 3/8" AIR SPACE 74 3/16' ANN GLASS- 3/16" T GLASS 82 83 r24-127 314" NOM. EXTERIOR I GLASSSUE a� EXTERIOR r' — . . ... . . . ... .. .. . . . .. .. . . . . . . . . • . . . . . . . . . . .. . . .. . •0 0 • 0• • . • • ••• ••• . .. ,"Holt? 3/16' ANN GLASS •• • .090" SG 316" ANN GLASS.- ----� • • • • • • • 3VI6'►T QLA96 • • i • • • 3W NOM. ,1 GLASS 12a s27 SITE FhTER1OR 314` NOM. GLASS SITE 5 I 1" LAMINATED I.G. GLASS TYPE G6 7/16" LAMINATED GLASS TYPE G7 1"_LAMINATED I.G. GLASS, TYPE G8 1" NOM. 9/16' NOM, r+- t ` NOM. 3/16" HS GLASS 3/16" ANN GLASS f .090" SG 114" ANN GLASS j .fi90" SG I 3116' HS GLASS ,090" SG 3/16" ANN GLASS- ....... - 5/76"AIR SPACE t 7a 1/4" ANN GLASS I 74 1 /4" T GLASS ' AIR SPACE I 1147 t/aT GLASS 83 • _ t 83 .V4" NOM. EXTERI+" NO i i F J. 91• M. 2a-127 -OR— j GLASS 314" NOM. BITE I I GLASS a • 12a_szi�\ i GLASS BITE EXTERIOR j i BITE 0- /f ExTERiOR f 1" LAMINATED I.G. GLASS, TYPE G6A 9116" LAMINATED CLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE G8A _--- GLAZING NOTES: "ANN" = ANNEALED HS" = HEAT S"FRENGTHENED 'T' = TEMPERED "PVB" = .M" BUTACITE PVFfBY KURARAY AMERICA. INC. SG" = .090" 5ENTRYGLA6%Y KURARAY AMERICA, INC. IR r 05tiW20f8 SPACERS. V. VFNICE FL 31273 S41)4 afsw SERIES 770ALUM. SGD - LM IMPACT cERT.OFAUM #29296 Gunp NTS 5 • 22 PGT0130 PRODUCT REVISED as complying with the Florida 13 oildi.9 t de .GA-N.. 16-0629.06 Expiration Date 02/17/2020 By Miam(- "e Product trot A LYNV MILLER, P.E. P. '058705 .. .. . . . .. .. . . • • • . • . . . . TART F t • Design Pressure (DP) and Anchor Quantities Required, (for all approved • • • configurations on Sheets 2 & 3) ZAa.iSlVy be tt�r all liable *6tfi�j60 For comer astragal anchorage on W or 135' toner units, see street 11 • • i y 1 � by liable tA) Table applies to Glass 7, 7A, Door Unit Harp 80" 84" � Types 3, 3A, 5, 5A. 8 & BA and the Stile / Astragal types shown below, 68-7/6' OLD Anchor Grm p 73.7/6 DLO Anchor Group - 74-7/8" DLO Anctor GroLw e e r Gram — i 2 3 4 1 2 3 4 1 2 ! 0 •-4 03 04 17 liead/Sti;+7 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 +1 C4+1 C4+1 C4+ +i +i 01 M 24" OLO Jamb 8 8 8 a 8 ! 8 8 8 8 8 .......hook 6+7 6+7 6+7 7+6 7+B 7+8 7+8 7+8 1+8 7419 �8 7+0 1*8 "• 44 1 HeadlSill C4+1 C4+1 C4+1 C4+1 ! C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30" DLO: Jamb 8 8 8 8 8 8 8 8 8 B 8 8 8 8 a P-hook 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 a 36" t0 Jamb B 8 8 a 8 8 8 8 8 8 8 6 8 8 8 8 P-hoop 6+7 6+7 8+7 6+7 7+8 7+8 1 7+8 7+8 7r8 7+8 7+8 7+8 7+6 7+B 7+8 7+8 E Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 0 z 4Z' Dl 0 Jamb 8 8 8 8 8 a 8 6 B 8 8 8 B 8 8 8 P•hoWu 6+7 6+7 6+7 fi+7 7+8 ' 7+8 7+8 7+8 7.8 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 HeadrSill C4+2 C4+2 C4+2 C4+2 04+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 48' a0 Jamb 8 8 6 a 8 8 I 8 8 8 6 8 8 B 8 8 8 P-hook 6*7 6+7 6+7 6+7 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 -1+8 7+8 i 7+8 FOR EXAMPLE ON USING TABLE. SEE SHEET 7. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3.1/4" SILL. 2) WHEN USING THE 2.1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3.1/4" SILL. POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.o PSF MAX {NEGATIVE PRESSURES UNCHANGED), SEE TABLE 1A, 3) 4", 3-1/4" AND 2-112" SILL I (EIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1:2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN Ti'IE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM), THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 41 SEE SHEETS 10-14 FORANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TABLE to a• Sill Heig e• P� ht to Max. (+) DP (Water hlkration Rating) Sit Riser Height (+) Design (Flat or Box, see Pressure, psi Sheet 17) Flush - 1-1/7' see note 3 Low - 2.1/7' + 48.67 Madum - 3.1/4" + 60.0 High - 4" +SO.o Stu NOILb 1-:3 �LENGTH- 0 i �I OH RATIO a 1 x o 0(1 L Oti RATIO = OH LENGTH OH HEIGHT DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = DOOR UNIT HEIGHT - 10.125 PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" Interlock Stu NOILb 1-:3 �LENGTH- 0 i �I OH RATIO a 1 x o 0(1 L Oti RATIO = OH LENGTH OH HEIGHT DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = DOOR UNIT HEIGHT - 10.125 PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" Interlock P-hnok Lockstiie @ lamb Straight Astraga' Lockstile - 90' Ast^agal tncksWe @ 135- Astragal Locksti"e 6a Standard Stile Assembly Straight Astragal Asserbly 90'Astrag21 Assembly 13S'Astraga! Standard Stties Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal OULide Cotner Outsides Corner t iPr--a -......_ Inside Corner Corner Outside Corner Part (Stile) Part #61 (Stile) Part tt119 (Out) Part #61 (Sale) Part #60 (x'21 Part 960 Part tt60 Part #67 b7 (Asuagalj Part 960 Part #t 1A (Corner Par. #L20 (In.j Parts #31 & #32 Part #61 Rewioer) (Corn. & Fxd Maunt) 1070 TEC1tNCLOGyI N VENICE. FL 34275 CEHT.OFAUTN. XM96 DPANDANCHORAGE SERIES 770 ALUM. SGD - LM IMPACT .�...r,r sG0.770 I NTS 6 - 22 1 PGTO130 PRODUCT REVISED as complying with the Florida Building Code NOA-tio. 16-0629.06 Expiration Date 02 I712020 By Miami O- d Product Control jq (6 . .: .r A. LYNN MILLER P.E. P.E'# 58705 • . ... . • . 0: is . . . . . . . . . • ••. • . TARI F 7 Design Pressure (OP) and Anchor Quantities Required, (for all approved configur•lions 100 Sheets 2 a 3) • • • Maximum DP for all sizes: +601-60 For comer astragal anchorage on 90' or 135' comer units, see sheet 11a • • • • • • 0 • • • (May be limited by T.W. 2A) TaSa "Pairs to Glass Types t DLO -- 84- _ - _T3-7%8" O 90" _ 7A71E' 96" • 85-7!8' DLO a • • •702` • M-7/8" L L • • • 108- • �1.718' DL • 114' 101 rB` DLO 120' 16K7/8' 0L0 4, 4A, 6, 8A. 7, TA, 8 & SA and the Shia i Astragal types shown below. Anchor ,ip Anchor Ciro Anchor Grw.'p Anchor Gras r Anchor Group Arxhor tq Anchor Group Anchor 'p 2 1 3 1 4 1 1 f 2' 3 4 1 2 3 4 1. 2 3 4 1 2 3 4 1 1 2 3; 4 1 1 2 3 d 1 HeadlSIN G+1 Ca+ G-1 C4+1 G-1 IA+1 +t +1 G+1 G+1 C4.1 G.1 G.1 C4+tIG+1 G+i G+t +1 G+ G+1 +t G+1 Cf+1 G«1 C4+1 C4.1 G.1 G+1 +1 +1 24' t? .Umb 8 8 8 8 8 8 8 B 8 8 8 e B e' 8 8 10 10 10 10 10 to 10 10 10 10 P hcok 6✓7 6-7 8.7 6+7 7+8 7+8 7.8 7-8 7+8 7+8 7.5 7+8 7.8 7+6 7.8 AB •8+9 +9 8 9 •10 9.10 9+10 9.10 9+10 9-10 9-10 70- Head'Sle C4+1 G+1 G+1 C4.1 G+i G+1 C4+1 G-1 C4+1 G+1 G.1 G+1 C4.1 Gat G-1jC4+1 C4al N C4tN+t +i G+ G+1 C4«i G4+1 G+1 G*i�C4+1 G+iCC+t 30" pJamb 8 8 8 8 8 8 8 8 8 8 8 8 6 8 e i 8 f00• . 10 10 to •10 iC 10 10 10 10 10 10 P4mk 81r7 6+7 8+7 8.7 7+8 7«8 7+8 7-8 7+8 7+0 7+8 ?+8 7+e 7+8 7.8 ' 7+B 8 -9 8+9 a+9 10 9+10 9+10 9.10 9+10:0410 9+10 9.10 tiead/S0 G+i C4+1 G+i G-1 G-1 G+1 G+1 G+1 G+1 G•1 C4+1 G+1 G+1 Cq+t Gt+1G+1 G+1 +1 +ti +t: + « G+1 C4.7 G+1G•1CA+1 C4+1 G+1 C436- p Jamb E 8 8 8 B 8 8 8 8 B 8 8 E 8 8 8 t0 10 1 10 f0 70 70 t0 10 10 10 10 10 10 P-hook 0-7 8+7 1 6+7 1 6+7 7+6 7+8 1 7-8 7+8 7+5 7+8 7.E 7+0 7+e 7+8 7+8 1 7+8 8+9 8+9 8+9 6+9 8+0 1 8+9 ( 8«9 8+9 9+10 9-10 9.10 9.10 9+lo 19+10 9.10 9+10 headrSlN G+t G-1 G+1 G+1 04.1 G1+t C4+1 G-1 C4+1 G+i G+1 G-1 _ G-t C4.1 04+7 G+1 _._. G+1 ......_ G+i C4+i C4+1 __ G+1 G+1 G+1 G-1 G-1 C4+1 CS+1 C5+1 G+i'C4-1 CS-1 C5+i Jamb 6 8 8 _ 8 8 8 B 8 8 8 8 8 8 B 8 8 10 10 42" ILO 16 10 10 10 10 f0 t0 70 10 10 /0 ;, 10 10 10 P400k 6+7 6+7 7 6�T 7+E 7+8 7+8 7+8 7-8 7+8 7+8 7-B 7+E 7+8 7-8 7+8 8+9 8+9 8+9 E+9 8+9 1 8+9 8+9 8+9 9-10 9+10 9-10 9+10 9+10 9+10 9+10 8+;0 - Helcif" G+2 G+2 �C-4-2 G+2 G•2 G-2 G+2 G+2 G+2 G+2 G+2 G-2 C4+2 G-2 G+2 G-2 G+2 C4+2 G+2 G•2 G+2 G+2 CS+2 C8+7 C4+2 CS+2 C,-2 C5.2 C.x21. CS+"< +2 CS*2 Jamb 8 8 a 6 8 _ 8 8 8 8 8 a 8 8 a 10 .+ 10 10 10 f0 10 10 10 10 10 10 10 10 10 10 i48' OLO 8 P4-k 8+? 6+7 6+7 8+7 7+6 7-8 1 7-8 7+8 7.6 7+8 7.8 7.8 7+8 7.6 7-8 7+9 8.9 8.9 8+9 8+9 8+9 ! 8+9; 6+9 6+9 9+10 9.10 9+10 9+10 9+10:9+10 9+10 9+10 tieadisill C4+2 G-2 C4+2 G+2 G-2 _4+2 G+2_;_C C4+2 �8 C4+2 C4+2 C4 +2 G -2 G -21-2 G G +2 G +2 54' Dl0 1amb� 8 8 8 a 8 8 8 8 8 8 8 8 0 8 8 P-hook 6+7 0-7 6+7 6-7 7-8 7+8 7+8 17-6 7+8 7.8 7-e 7+8 7«8 7-8 +8 7+8 Not available in these sizes HesGSi'I C4+2 G+2 G•2 G+2 G+2 C4+2 G-2 G+2 C4.2 c4+2 G+2 G*2 G+2 G+2 C_t+2 60" s-r DLO Jamb 8 8 8 8 8 8 8 E a 8 8 e 8 a- _* 8 8 P-hock 6+7 1 611 6+7 6-7 7+8 1 7+8 t?*8 Tr8 7+8 7+8 T+8 7+8 7-8 7+8 7+ 7+3 NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE. USE OF THE 3-1/4' SILL. 2) WHEN USING THE 2-112' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3.1!4- SILL, POSITIVE WATER OP IS 60.0 PS-- MAX_ WHEN USING T11E 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRIES. UNCHANGED). SEE TABLE 2A. 3) 4-.3-1/4- AND 2-1!2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1!2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROT'LCTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREIVENTS WREN REQUIRED. 6 JAMB ANCI10R5 ARE SPECIFIED AS 7 E TOTAI QU NTITY DIV "^ F 0 = EXAMPLE ON SHEE 1 9 TART F'JA Silt Height to Max. (+) DP (Water infiltration Rating) Sill Riser I height (Flat or Box, sae (.) Design Sheet 17) She Pressure, psf Fhlsh - 1-12° see n01 e 3 Low -2-1;2' _ -.46.67 Medium - 3.1;4" * 60.0 High - 4- - 60.0 �..- DLO WIDTH = NOM. PANEL WIDTH - 7" ELENGTH►- DLO HEIGHT = DOOR UNIT HEIGHT- 10.125' PANEL HEIGHT t (DOOR UNIT HEIGHT-1.866' f j H _ A I IDE BY < OR PAIR. 1 O BE OH LENGTH INSTALLED, SEE NOTES 1-3 OH RATIO =-OH HEIGHT THE FOLLOWING STII_F R ASTRACAI. TYPES SHALL BE IJSFD FOR TARI F 9 RFF RHrFT.S 91 A 99 FOR PART r1IUrKIgIn N;R ANT-1 cHFFTQ 1R a to PnR AccchnQi V nct TAil c Interock P-hook ,ockslile @ lamb Straight Astragal Lockslile @ 90-Astragal Locksiile Oa 105' Astragal lockstile 0 Assembly Straight Astragal Assembly 90° Astragal Assembly 135' Astraga: Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dOty Stile Heavy-duty Stile 4- )-- Standard Astragal Outside. Corner outside _ r'orner Inside Comer L.16-;� �L�*�-{ Insic _ ' 1 1 Corner '1�jJ o utside Ihsideide Corner Corner Part #61 (x2) ?art #61 Part #61 Pare #61 (Stile') part #67 (Astragal) Part fib Part #61 ISt 1rej Part #11S (Corner pari #? 19 I( Out part #120 (Ou Part #61 (Stile) Parts #31 & 932 Part 861 Receiver} (Corr. & Fxd Mount) YE/wCE, FL,s427s w1) 4earaoa I SERIES 770 ALUM. SGD - LM IMPACT a...ew. GVU OFAUTH. AWN a scanB NT$ 7 r 22 PGT0130 PRODUCT REVISED as eomplylog with the Florida Building Code NOA-No. 16-0629.06 Expiration Date702/17/2020 By Miami-Oa�oduct A. LYNN MILLER, P.E. P.E.4 W705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . TAR' F � j Design Pressure (DP) and Anchor Quantities Required, (for all approved configure n cR is 2 • � •• • MaKIRIumaP shown 6efow ` For Comer astragal anchorage on 90' a 135° caner units. see sheet 11 • • • • • • • (hi y be liihi!a by Table 3A) Door 't • • • Table applies to Glass Typos 4. 4A, Bp' 84' 90" • 96" • • • • • iD2" • • • 108' S. 6A. 7, 7A. 8 8 8A end the Stile 1 - /8" DLO 73. 1B° i ! BS-hor 1- 9 _ 18" OLO A_ nchor Grasp Anchor Group oup __ AxhaGlttUp �1 Anchor p r u GroDLO AluhorOroup_ AncnorGloup Astragal typal shown below. t 2 3 4 2 3 4 2 3 4 1 2 3 4 1 2 3 4 1 2 3 1 4 0e154n Pros. +1-90. s • • • • • + +/-75. ps 24" i7' HeaNSill C4+1 C4+t C4+1 C4+t C4+1 C4+1 C4+i C4+7 C4+1 C4+1 C4+1 C441 C4.1 C4+1 C4 ♦1 C4 1 ri� +i 1 C<+7 C4+1 C4+1 CS+t DLO Jamb B B_ 8 8 8 8 8 B 8 B 8 8 8 8 1 10 10 10 10 10 10 10 Pi ock B+7 6+7 6+7 6+7 7+8 7+E 7+8 7+8 7i8 7+8 7+8 7+8 7+8 8 74 i+8 8+6 M9 8+9 8+9 8+9 8-9 8+9 8+9 Design Pressure +1--90.0 sf • • • +i-75.0 pill 30" 23' FleadIS10 C4+1 C4+1 C4+i C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1'C4+1 04+1 C4+1 C4+f C4•F7 CA+1 C4+1 C4tt C4+1 c DLO Jamb 8 8 8 8 B 8 8 8 8 1 8 8 8 8 8 8 1 8 10 W8+9 10 10 t0 10 to 70 P-hook 7+8 7+8 7+8 7+8 7+8 7+8 7+8 . 74 7+8 8+9 ; 8+9 8+9 8+9 1 8+9 8+4 8+9 _ Design Presaure, +I-900 ps/ +/-82.5 psf +;-75.0 psf a- 29" Haed?SPJ C4+1 C4+1 C4+? C4+2 C4+f C4+1 C4+2 C4+2 C4+7 I C4+1 C5+2 CS+2 C4+1 C4+i C8+21 C5+2 C4+i C4+i C5+1 C5+1 C4+1 C4+1 C5-1_ C5+1 °� DLO Jamb 8 8 8 8 8 8 8 6 8 B 8..._ 8 8 8 t0 8 �10 10 1010 10 70 10 10 P-hodt 6+7 6+T 6+71 6+7 7+E 7+8 j 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 1 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 € cy Design preascre +/-9D.0 pst +/-02,6 psi +!-75.0 psf 42- 35- HeadSBl C4+2 C4+2 C4+'2 C4+2 C4+2 CA.2 CE+2 C$+2 C_5+2 C5+2 C5+#C1+1 E +2 C5+2 ---27 5+2 J C5+2 C5+21 C5+2 C5+2 CS+2DLO Jamb 8 E 8 8 8 8 8 B 8 B 10 8 8 10 18 10 10 ! 10 10 10 10 10 10 P-hook 6+7 7t8 7+17 7+8 7+8 T+E 7+E 7+8 7+8B+9 8+9 8+4 8+9 E+9 ` 8+9 8+9 6+9 1 8+9 e+9 8+9 8+9 1 8+9 11 8+5 Design pressure I +/.Ko psf..., _.. See Able A below +/-82.5 psi +1.76.0 pat 48' 41" Hae6'SI'I C4+2 C4+2 C5+2 CS+2 C4+2 G5+2 C5+Z C5+^_ C5+2�C5+2 CS+2 C5?2 __— C6+2iC6+2 CS+2 C5+2 C6+2 C6+2 CS+2 C5+2 C6+2 C6+2DLO Jamb 8 8 8 8 8 8 88 8 10 8, 10 10 10 10 10 10 10 10 10 8 Fr1R FXAmpi F P-hook f1x111C ItJr_ TART 6+7 c CFC 7+8 CuccT 7+8 7+8 7+8 6+9 8+9 B+9 8+9 ,. - 8+9 9+10 9+1019+iG 8+9 9+10 9+10 9+10 8+9 4+10-9+10 9t10 ._.. __.._�... , , , , , vua. • ,�r.r rVM1 VL1tJJj T rC! NOTE- 1) POSITIVE PRESSURES IN TABLE 3 ARE. BASED ON THE USE OF THE 4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46,67 PSF MAX. WHEN USING THE 3-114" SILL, POSITIVE WATER DLO WIDTH = DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL. POSITIVE WATER OF IS 90.0 PSF MAX (NEGATIVE PRESSURES NOM. PANEL WIDTH - 7" UNCHANGED). SEE TABLE 3A. 3) 4", 2-1/4" AND 2-1/2- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE t-1r- SILL IS NOT AND DLO HEIGHT = MUST ONLY BE t]SED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN DOOR UNIT HEIGHT - 10,125" TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING Wl IH [HE CURRENT FLORIDA PANEL HEIGHT = BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. ODOR UNIT HEIGHT - t.&i6' 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TUC lull I rl.A/IAIr` CTII C f ACTRnr^.nr c. c un Interlock Heavy-duty Stiles P-hock Heavy-duty Stile _____ l.ockstile � Jae11; Heavy-duty Stile - Straight Astragal Assembly Heavy duty Stile LoEk the 9 Straight Astragal Heavy-duty Stile -....". 90'Asir 1 � Assemby, Feavy-duty Stile "1"11 rcc tork -e C� g0" Astragal Heavy -Duty Stile rJ to- 10 run-111".nLT Ut IAILJ. I ]35' Astragal Lcckstile C.D Assembly 135" Astragal Heavy-duty Stile Heavy-duty S;ile ! I Heavy-duty Astragal Outside Comer Outside Inside Corner �-,�-1�ry� -{(' Insideide Corner-11 I orn Cam_r Outside Corner Part 461 x2 ( ) Part b61. Part a•61 :IIe Part #61S( ) Part a68 (Astragal) Part art a6] Part 061(Stile) Pori 111.1E (Comer Part tt119 (Out.) Part 9120 (In.) Part #61 (Stile) 1t31 & ti32 Part 461 �_._..__ Receiver) (Corn. & Fxd Mountl VEN✓ICF. FL 34275 CE4r. 00AU7N. CLM DP AND ANCHORAGE SERIES 770 ALUM. SGD - .....e.r sl'30-M NTS B • 22 PGTOIX TART F IA Sig Height to Max. (+) DP (We'er Infiltration Rating) Sill Riser Height (Flat or Box, see I+) Design Sheet 17) Pressure, psi Flush - i•1/2' sea note 3 Low-2.7f2" +40.67 + ti0,0 High-4" +gp.p j� OH LENGTH i- r x (9 K i O! OH RATIO a 1 OH RATIO = OH LENGTH OH HEIGHT PRODUCT REVISED us cork Cin ith the Florida SNIZ,nos-no. 16-0629.06 Expiration Date02/17/2020 8 Miamt-O!•roduct antro� A. LYNN KULER, RE- P.=.A S3705 . . ... . . ... .. .. . ... .. .. . . . . . . . . . . . . •.• • . . ..• . • • . ... NO FRAM[ "7+8' P.HOOK ANCHORAGE CONSISTS OF: SEE JAMB (7)P-HOOK ANCHORS. �'y"---• • •___---•----•-•- --�� SEE•C5"CLUSTER 1 REQUIRED SEE "C5" CWSTER • •MAX. 1iN/7 YJIDTfi• • • • DETAILS, SHEET tU SPLICE � (PERPENDICULAR TO GLASS DETAILS. SIYF1•f tRR FO • • • • • • 4i "CS" CLUSTER DETAILS. FOR ASTRAGAL NOTE, i t POCKETS EXTERIOR PLANE) SEE TABLE 2, SHEET 7 (t . • • REQUIRES 6" THE:T 10 FOR INTERLOCK ` THIS " I AND INTERL K• • . • . STER 24"!MAX. O.C. I .`• ` 6W NOM. . • • F • SHEET i !'-: �� SEE POCKET _ l'�I Di AILS, SHEET 1 t x {8}P-HOOK x ��_IL�PANELWIDTH x JAMB MOUNTING x x x x x x/ x_ x x xx x x x x ... 6' MAx. ` I4 INSTALLATION, ADAPTER _ s M'ix. _1 (o�-T xx x " THIS SI IEET ANCHORS MIDWAY \ I ( L 3 MAx. • • • • Z x • • • • x • • x x� & SHEET I4 BETWEEN P-HOOK ' Io) • • • • • • • • • �•� I •• ••• • • • :• •• 4PAIRSOF ANCHORS & AT 3' ��.f FROM TOP & I o • • • • xOF r� • . i ANCHORS BOTTOM g 1A' •� ANCHORS • • • • • 96• • • • • m ?OTAL 8 I -� `> MAX.o.c. ' � of � UNIT x 21• Max. ANCHORS) 4.051" MAX. TO OPENING N o •I 14^ MAX. O.C. n •= P-HOOK HEIGHT O.C. PER JAMB f EDGE OF POCKET SEE a Io� ---- O ANCHORS (SEE JAMB INSTALLATION r_ DETAILS 'Jc'8'Kc', o�®� i01 Z x x� DETAIL mITTo = P-HOOK BELOW) _ END PANEL SHEET 14 & PART w a I•I X MOUNTING ANCHORAGE DETAILS 'J'8'K', i k°J IoI J"MAX. ADAPTER i x 24 MAX' I (2 ANCHORS) SHEET 19 FOR " O.C. P-HOOK •-- 6" NIAX �ot--� ANCHORS { +2. _, x xx xxx ANCHORAGE ANCHORS �� PANF� x-x x x _ x x ✓ END PANEL ANCHORAGE "'4 x , x';,�r xz xx x x x x x 6' MAx KETCH gEGE (SEE x (SEE SKETCH BELOW) � \.......,+y +z" �� +2• �• S L04Y { CENTERLINE s' nrtAx., TYp _y �_ ANCHORAGE 1 ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 __..... _ 2 0 -«- 24" MAX. ' :EXAMPLE' 5-PANEL, 2 TRACK, W OUTSIDE CORNER - pXXJXXO _ EXT. MOUNT POCKET ANCHORAGE PLAN- O.C_ O.C. 16J" x 96- NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SF..F.. TABLE 2, SHEET 7) i _ -_ 6" SPLICE NOTE: y ANCHORAGE EXAMPLE NOTES: NON- STRUCTURAL 1) APPROVED ANCHORS: SEE TABLE A, SHEET, j I ANCIhIORS MAY BE ADDED 2) ANCHOR LOCATION_ SPACING FOR ANCI4OR QUANTITIES SPECIFIED IN TABLES 1.3, SHEETS 6-6: 1 AS NEEDED TO ALIGN THE Tom/ HEAD SILL IF A SPLICE 60" ,� � CENTERLINE OF HEAD & SILL: 8" MAX- FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK. NUM. • INTERLOCK, APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX PANEL i SEE "CS" CLUSTER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF.ADDITIONAL INTERMEDIATE O.C. WIDTH --DETAILS, SHEET 10 ANCHORS PER PANEL, ADDITIONAL ANCHORS 24" O.C. MAXIMUM. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY /—•*2" ANCHORAGE REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR+ CLUSTER IS OVER 24", OTHER`ir'ISE ANCHORS ARE NOT I ----- 3'5'REQUIRED AS PER THE FIGURE AT RIGHT: --""""^. "" 6" MAX. ,.x,..: sI i ai PRODUCT REVISED ""`---""'"-' ae com In with the Florida CENTERL INE -_- ` �y JAFABS & P-HOOKS' 6" MAX FROM BOTTOM, 21"MAX. ANCHOR PAIR U.C. (JAMBS}, 1A' MAX. ANCHOR BuB, Co e —.._�._...__......_....)--- o �_ f 2-TRACK NOA�Io. 16-0629.06 _ OF PANEL 2 O.C. P-HOOK UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-II. .,EE P-HOOK ANCHOR DETAILS ON SHEET 14 FRAME JAMB Expiration t»t•02117/2020 REQUIRES +2" ANCHORAGE ANCHOR PAIR v SEE "LS, CLUSTER (,'ENTER! WE s r" CF..NTERLfNE r, END PANEL C6' CLUSTER, SEE DETAILS, SHEET 10 ANCHORAGE By OFPro — l i • ', DETAILS, SHEET 11 OF FOR ASTRAGAL OF Miami -Da roduct Contro i, INTERLOCK ��ASTRAGAI. '� HORS) i 4.051' --�, �...... 3.5' ' 2 t C MAX. ��.-- • f _ -- _ EXTERIOR n CENTERLINE CENTERLINE CENTERLINE U I-- OF PANEL 3 "+2" ANCHORAGE- {,� "+2" ANCHORAGE- OF PANEL N p ' i OF PANEL A --SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS r „-"------ 1070TCC}(NLN. *VD. s —= ANCHdRAGE SPACING & EXAMPLE PLANSC .fL34275up-, SERIES 770 ALUM. SGD - LM IMPACT—_................ •.• "'� dwYyM a` AIYNN MIIL[R,Pf_. JR 1011014 1 1 CERT.OPAUTILA29296 SGD-7Tt1 /V(T$ 9 +22 PGTO130 B P,EYSR7V, . .• . ... . . . ... .. . . . .. .. . . • . . . . . . . . . . ... . . . . .. . ASTRAGAL OR [—SPLICE LOCATION ASTRAGAL OR I (FOR SPUCE . ASTRAGAL OR* �I E LO }DON • • -6' DIAL. INTERLOCK --I IF NEEDEO INTERLOCK- -i CONDITION, USE MINI`E,RLOCR i N EDFD • • �.04" T204 CENTERLINE I CENTERLINE "C6' CLUSTER DETAIL) • • j TRINE • i • • • • 5. 1.75" • • • EXTERIOR 6"DIAG. 4"_._.c4"DIAG. MAX. C. I2 0XTERIO2.04"• • • �023.5"` 4" DIAG. • • i' . • ••! 5.64" MEXTERIQR7• EXTERIOR 3.5 O 7• EXTERIOR • • • • • • • • • T�L • • • • • 'Y 7i • • • •6' MAX. v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD;SiLL mod' ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK e ASTRAGAL OR INTERLOCK IL (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER-2-IRACK _ ANCHORS ARE REQUIRED. "G4^) ANCHORS ARE REQUIRED, "C5') ANCHORS ARE REQUIRED, "C6" FRAME JAMB 6. MAX. ANCHOR PAIR ASTRAGAL OR SPLICE LOCATION INTERLOCK—I�IF NEEDED CENTERLINE 3.5" ._.a. ( 4.08 E%TERtOi� 7" �1 3-TRACK FRAME HEAD;SILL (d ASTRAGAL OR INTERLOCK (USE WHERE. 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR SPLICE LOCATION INTERLOCK—t—IF NEEDED CENTERLINE EX?EER!OR V 4-TRACK FRAME HEAD./SILL @ ASTRAGAL OR IN (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, `C4") I4-TRACK ASTRAGAL OR (FOR SPLICE ASTRAGAL OR�SPL.ICE LOCATION 6" DIAG. FRAME JAMB INTERLOCK--] CONDITION, USE INTERLOCK IF NEEDED ANCHOR PAIR CENTERLINE I -"C6" CLUSTER DETAIL) CENTERLINE t_... 32.04"='Tl�9R, _ 3 �„ .5" 7" ANCHORS MAY BE INSTALLED '- ...._ 21' EITHER IN THE EXT. OR INT. ',... 2.04" .. �..._ '4DIAG. l MAX. ;� TRACK (TNT. SHOWN) --..i 2.04" {{ I I 5 64^ NOTES: ExTERioR 4 DIAG. ExrERIGR—.". 3.B•..__, 1. ALL DIMENSIONS SHOWN 01. 7^ nn g,5• ARE BASED ON MIN. �/ 3-TRACK FRAME HEADtS(LL V 3-TRACK FRAME HEAD/SILL 6" MAX. I ALLOWED. �aY ASTRAGAL OR INTERLOCK 9 ASTRAGAL OR INTERLOCK T-- 2. FOR HEAD OR SILL SPLICE (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER I 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE A ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6") ANCHOR PAIR P-HOOK SEE SHEET 9. 9-XTEdGR v ASTRAGAL OR ! (FOR SPLICE INTERLOCK —;CONDITION, USE CENTERLINE "C6- CLUSTER DETAIL) j-"— DIAG. DIAG. I--- 7` -�-I 4-TRACK FR41etE HEADlSII_L (izt ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED. "CS") VEMCE FL 34775 i 2.04" ASTRAGAL OR (FOR SPLICE INTERLOCK-1 CONDITION, DO NOT cr•NTFIzi INS USE THIS DETAIL) 4, y08' F J � EXTERIOR 15 CE3R, Cr AU M. 02AM .04" FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION IF NEEDED 3.5" 3.5" 4-TRACK FRAME f IEADISILL dUASTRAGAL OR INTERLOCK (USE WHERE. 6 CLUSTER ANCHORS ARE REQUIRED, "C6") WITH & WITHOUT SPLICE CONDITION nk SERIES 770 ALUM- SGD - LM__IMPACT rw`.aaa 9et.- aw"I, o."sa Na sco-no NTS 10 r 22 PGT0130 PRODUCT REVISED as Pieod ngg with the Florida Otidding o NOA-No. 16-0629.06 Expiration Data,02/17/2020 By -- Mliinl' a.,%' .act Co�lrol A, LYINI PAILLERR I`.E. PE 0%70. 4.u4 --1 2.04` . INTERIOR Iq ,NTERIOR $ ?4'DIAG. 6.12' N 6.12 INTERIOR 90 f 3 ! INIEWOR / f IXTFF \. 43.5"I > 4. 2,p4" EXTERIOR 90'CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 4.D8' --I— 6,12" 4" INTERIOR 4.08" i I • 13.5" f 4' 1 2.04" J 7" EXTERIOR 90' CORNER 2-TRACK FRAME HE4DISILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "CB") I EXi{TERK)R I INTERIOR EXTERIOR \ ; 90' CORNER 3-TRACK FRAME HEAD/SILL (-C§' ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) N-1 ERJOR 6.12" 2.04' 4' jjj=X':EMOR IR g0 4 3.5" 7" ) � 13.5" 4" EXTERIOR 7" 90"CORNER 4-TRACK FRAME HEADISILL ('C8' ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS) 4.08" . . ... . . . ... . . . . . . . . . . . . ... . . . . ... INTERIOR 2.04" INTERIOR 2.04 • • • •• • 7" 4` DIAG. $.94� • • • • • • /� ' • f.5'• • • • �3.5' 7" 1 INTEW • 1J • `• • • • IN"AR • • EXTERIOR 1` " TERIOR 4" DIAG. 3.5" • • • • • 2.04^ EXTERIOR • 4'• • • • • • • �I 4' •• • • • • • ••• •• 8.94" 135" CORNER 135' CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL (USE INHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C43 ANCHORS ARE REQUIRED. "C6 INTERIOR �\�4.08" +1 `ANCHOR 7.41' , I r —+-1 3.5" ' 1 EXTERIOR 1--- 7" 4" ("C6" ANCHOR CLUSTER REQUIF AT ALL 3-TRACK CORNERS) INrER.10i INTERIOR i 6.12" 4" DIAG. � —"I 3.5" EXTERIOR �` 4" 135' CORNER 4-TRACK FRAME FIEADISILL -ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS) 1.. MUM FL 34275 CERT. OFAUTN. AMM FXTFRIOR �3.s- ._.�.. 7• CENTERLINE OF PANEL IN�R ON EXTERIOR ALL "+2" ANOHOR (� VIEWS D V - --_ 4" DIAG. CENTERLINE OF PANEL \-2.04" 1 `+3"ANCHOR 5� 4.08" 7" EXTERIOR - 3.5" 2.04'J CENTERLINE OF PANEL 4-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) SERIES 770 ALUM. SGD - LM IMPACT scoalo NTS 11 - 22 PGTO130 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE IDEN IICAL 4' DIAG. FOR EXTERIOR OR INTERIOR %%% CORNER CONFIGURATIONS. EXTERIOR "+1"ANCHOR I �CENTERLINE ~ OF PANEL "+2" ANCHOR 2.0»" 4" DIAG. 35. ~_ (- �CENTERLINE ~ OF PANEL "+3" ANCHOR 2.04" ..- -. 4" DIAG. F 3.5" 7" CENTERLINE OF PANEL 2_TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT PRODUCT REVISED as Complying with the Florida Building Code _NOA-No. 16-0629.06 F> pi-tion DAt• 02/17/2020 By • _ _ Mlamf=D � roduct Control A. LYNN MILLER. P.C. P E.e 587{r5 INSTALLATION DETAILS EDGE DISTANCE: �r SEE TABLE 1f SHEET 1 EXTERIOR r 2 16 /4' MAX SHIM EMBEDMENT: -J SEE TABLE A, SHEET 1 2X WOOD WOOD ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 2-TRACK FRAME HEAD Aw.j WOOD INSTALLATION WOOD ANCHOR TYP., 2X WOOD SEE ANCHOR NOTES �7 TYP.. SEE ANCHOR & TABLE A, SHEET j NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET—, 1 (1/4" MAX) EXTERIOR � 2 111E EDGE DISTANCE: I SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL dv WOOU WSTALLATIO.N EMBEDMENT: SE TABLE A, SHEET 2X WOOD ' TYR. SEE ANCHOR - NOTE 3, SHEET 1 WOOD ANCHOR TYP., SEE ANCHOR NOTES -� & TABLE A, SHEET 1 EXTERIOR V 1/4" MAX. SHIM, 2-TRACK FRAME JAMB Gw WOOD INSTALLATION; TANCE: 3LE A, 71 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . — EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT! SEE TABLE A. SHEET 1 EDGE DISTANCE: • • • • • • • MiN. OF 3 THREADS BEYOND SEE TABLE A SHF�9 1 • • • • • • • 806E DISTANCE. THE METAL SUBSTRATE • • • • • SEZ TA49 ,SHEET1 2 1I16 • • • • • • . ,�� ,_. • • 11� • • • )—•2-Y16"' NOTES: � { — -. — .. • MA)i' • • • .�.. - _.-;,. ,_ �..-_ 1/4' 1. Ai..l DIMENSIONS EXTERIOR> > - I MAX. SHOWNAREBASED SHIM EXTERIOR I ' SHIM ON MIN. ALLOWED. { 1 2. METAL OR WOOD I • • • • • • • • • ? SUBSTRATES MAY BE • • • • • • USED FOR ALL FRAME • ••• • • • • •• • 2X WOOD WOOD ANCHOR TYP.,• • • WTRL•TYP.! *SEE ANCHOR TYP., TYPES PER TABLE A, TYP., SEE ANCHOR SEE ANCHOR NOTES • • • EE 1t4CDOF SHEET 1. NOTE 3, SHEET 1 &TABLE A, SHLE•1 1 • • NTE A, SHEET t • 8 TABLE AOSHEET TEIS 3-TRACK FRAME HEADd5a 4-TRACK FRAME HEAD DIAGONAL O.C. IS ew WOOD INSTALLATION LW METAL INSTALLATION MIN 4" (HEAD & SILL) -" OR 6" (JAMB) SEE WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP.. METAL TYP., DETAILS, SHEETS 10 & 1,. SEE ANCHOR NOTES TYP„ SEE ANCHOR SEE ANCHOR NOTES --7 SEE ANCHOR SEE & TABLE A, SHEET ": NOTE 3, SHEET 1 SEE & TABLE A, SHEE1I NOTE 4, SHEET 1 ANCHOR ANCHOR q NOTEM!N. OF 3 THREADS BEYOND NOTE. 5, NOTE SHEET1 THE METAL SUBSTRATE SHEET 1 {1!4" MAX.) (114" MAX) :., EXTF.RtOR E. EXTERIOR 2-1116" 2.1!,6" i EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A. SHEET' 3-1 RACK FRAME SILL \Ew/ WOOD INSTALLATION EMBEDMENT: SEE TABLE A., SHEET i EDGE DISTANCE: 2X WOOD SEE TABLE A, l.:• SHEEP i TYP., SEE ANCHOR NOTE 3, SHEET 1 'il!1 `! i WOOD ANCHOR TYP.,r In,t SEE ANCHOR NOTES & TABLE A, SHEET 1 a j, E.XTTEERR)OR !' V 1/4" MAX. SHIPo+. 3-TRACK FRAME JAMB Hw WOOD INSTALLATION VE.WCS; FL CERT. OFAJTH,, 122M 64-TRACK FRAME SILL Fw MET AL INSTALLATION EMBEDMENT SEE TABLE A. SHEET 1 EDGE DISTANCE: SEE TABLE A, METAL TYP., SHEET 1 SEE ANCHOR -- NOTE 4, SHEET 1 SMS ANCHOR TYP., SEE ANCHOR NOTES I! & TABLE A, SHEET 1 ;r MIN. OF 3 THREADS EX_TERIO_R_ BEYOND THE I l METAL v SUBSTRATE 1/4" MAX. SHIM I- 4-TRACK FRAME JAMB Iw METAL INSTALLATION FRIES 770 ALUM. S_ GO - LM IMPACT . SOD-770 I NTS 1 12_ 22 j _pGTD130 ,EMBEDMENT: SF.F TABLE A, SHEET' EDGE DISTANCE. SEE TABLE A. SHEET 1 PRODUCT REVISED as complyyiny with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 Miam' a roduct Controf- 4 � tt j/� f i , 11 A. L YW MILT R F.E. P-E.s 58735 . . ... . . . ... .. .. . . . .. .. . ^cc tMEHMENT SEE TABL€€ A. SHEET 1 EDGE DISTANCE: SEE EDGE DISTANCE. • • • E DIA<7CE: NOTES: CONCRETE 4 PER TABLEI�TABLE, SHEET 1 CONCRETE SEE TABLE A, SHEET: •c��GT� • • SE TABI{V, SHEET f 1. ALL DIMENSIONS A, SHEET 12-1/16' ` PER TABLE - 2 t�t6" , • • •PER TABLE • • • • SHOWN ARE BASED ` A, SHEET t .._,_.._ .._ _ • E • -"•'1- i•1/�(,` • ON MIN. ALLOWED. EXTERIOR 1 t • • A� SHEET l -• •d► MAX -_.._ . f MI 4GOHEAD & SILL) • OR 6" (JAMB) SEE ,EMBEDMENT - _ 114' XTERIOR y 1/4• E talc T SHIM DETAILS, SHEETS SEE TABLE A. MAX. •-S�--rL • • • • • • f 10 & 11. SHEET 1 SHIM • •(, „•!!! • ��IM ••• • 4 • • •• • PROPERLY SECURED 1X CONCRETE ANCHOR TYR, PROPERLY SECURED ,X CONCRETE AN4HOft M., • 'RCt 1 YSECURED 1X CONCRETE ANCHORTYP_ WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHO gI5T4 &0• • q+JODD $UQ 4TYP.P%E SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET t ANCHOR MOTE 3, SHEET i TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD lEll4-TRACK FRAME HEAD .Ac CONCRE T E INSTALLATION Bc CONCRETE INSTALLATION Cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYR„ SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 SEE ANCHOR .R_ SEE ANCHOR NOTE 5. SHEET NOTE 5, 1 1 (114" MAX.) SHEET i . ; A (1/4" MAX,) EXTERIOR FaTERIOR � 2-t116 _w.,r....., _ .. .� PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET, TABLE A. SHEET i ANCHOR NOTE 3, SHEET 1 SEE ANCHOR I NOTE 5 SHEET 1 ,� (1/4"MAX)= -�_._. CONCRETE —DISTANCE, CONCRETE EDGE. DISTANCE: CONCRETE EDGE DISTANCE: SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET' A. SHEET 1 I A SHEET 1 2-TRACK FRAME SILL O- CONCRETEIN, EMBEDMENT: SEE TABLE A, SHEET 1 (' RO SECURED EDGE DISTANCE: �I; ix WOOD BUCK TYP.. WOOD BUC r" SEE TABLE A, 'EE ANCHOR NO"1E 3, I' . SHEET 1 SHEET 1 1 ,ONC./CMUANCHOR 21116' ,�I1 TYP., SEE ANCHOR , NOTES & TABLE A, SHEET 1 f ; CONCRETE EXTERIOR OR CMU n V,/4"MAX. SHIM �!-"- PER TABLE A, SHEET 1 2-TRACK FRAME JAMB G CONCRETE/CMU INSTALLATION FMBFDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3-TRACK FRAME SILL c 4-TRACK FRAME SILL c CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT. SEE I ABLE A, SHEET t� I EMBECMENT'SEE _ TABLE A, SHEET 1 I f�[DGE DISTANCE: PROPERLY SECURED CONC./CMU ANCHOR SEE TABLE A, tk WOOD BUCK TYP.. TYP., SEE ANCHOR SHEET, SEE ANCHOR NOTE 3: NOTES & TABLE A. ..... I j SHEET ' SHEET, I ?!I.. CONC./CMU ANCHOR PROPERLY SECURED - TYP., SEE ANCHOR. IX WOOD BUCK TYP.,— NOTES & TABLE A, SEF ANCHOR NOTE 3. IIIf , , I CONCRETE SHEET t 4 yy SHEET 1 1; OR CMU EXTERIOR Il .� PERTA13LE A, SHEET 1 E)cTEwOR wj 1!4" MAX_ SHIM 1/4' MAX. SHIP 3-TRACK FRAME JAMB CONCRETE/CMU INSTALLATION 4-- lolc C( EDGE DISTANCE: - SEE TABLE A, SHEET t FPRODIJIC�TREVISIED as com 2 with the Florida Bulldlr . ode 4 NOA-No, 16-0629.06 Expiration Date0217/2020 Miam(`D uct �on[roi`.. A- lYt*MICLER.P:E. pml m7hs INSTALLATION DETAILS FRAME JAME REQUIRED AT ALI INSIDE POCKET,' EMBEDMENT: SEE TO PREVENT WOOD FRAMING TABLE A, SHEET i P-HOOK MOUNTING ADAPTER WATEF WOOD ANCHOR TYP., INFILTRATION SEE ANCHOR NOTES EMBEDMENT: & TABLE A. SHEET 1 SEE TABLE A, (ALSO SEE TYP. SHEET 1 288 ILLUSTRATION, SHEET 9) EDGE DISTANCE. SEE TABLE A. SHEET 1 EMBEDMENT: 26 �, SEE TABLE A, EXTERIOR SHEET 1 PHOOK WOOD ANCHOR TYP., 1 n SEE ANCHOR NOTES —/ V P-HOOK & TABLE A, SHEET 1 CONCRETE OR (ALSO SEE TYP.2.6S3CMU PER TABLE ILLUSTRATION, SHEET 9) — EDGE MIN. A, SHEET I EDGE DISTANCE P-HOOK FOR USE hiljH FLAT SILL RISERS l� PARTS #18, #20, #22 OR #24. WOOL? INSTALLATION EXTERIOR MOUNT SHOWN. (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED _IN FOR WATER RATINGS) INTERIOR CONDITION METAL TYP.. SEE ANCHOR NOTE 4. SHEET 1; P-HOOK MOUNTING EMBEDMENT: SEE CONCRETE OR MIN. OF 3 THREADS TABLE A, SHEET 1 IADAPTER SMS ANCHOR TYP., CMU PER TABLE-` BEYOND THE METAL �� I SEE ANCHOR NOTES A.SHEET,. SUBSTRATE 28 & TABLE A, SHEET 1 (ALSO SEE TYP. EMBEDMENT j ILLUSTRATION, SEE TABLE A EMBEDMENT: SEE TABLE A,- �.lt SHEET9) — SHEET", SHEET 1 j ED_E DISTANCE: SEE TABLE A, SHEET 1 P-HOOK SMS ANCHOR TYP., J SEE ANCHOR NOTES EXTERIOR & TABLE A, SHEET 1 _„ J j (ALSO SEE TYP. Tt4l_ 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE p, P-HOOK FOR USE WITH BOX SILL RISERS Kw PARTS # 19, #21, #23 OR #25 METAL INSTALLATION EXTERIOR (SEE TABLES ": A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . •• • • • •• • • •• ••• • • • • • • • • •• .tZ••• �P693"MIN? ••• ••• ••• EDGE •�!a— f DISTANCE I N • • • • GONGIGMU • • ANCHOR TYP., SEE Ac ANCHb NOTES & 's TABLE , SHEET 1 •• �""-~- 1-fl4',%IN.8r="E SISTANCE I _ i - EXTERIOR 28 v 1 P-HOOK MOUNTING ` ' • ADAPTER CONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE EMBEDMENT: SEE A.SHEET 1 TABLE A St IEET 1 (ALSO SEE TYP. ILLUSTRATION. SHEET 9) P HO_OK FOR USE WITH ANY SILL RISER Jc PARTS 418, #20, #22 OR #24 CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN (SEE TABLES IA, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION P-HOOK MOUNTING EMBEDMENT:. SEE ADAP"rER CONCJCMU TART E A. SHEET 1 ANCHOR TYP., SEE ANCHOR NOTES & TABLE 111 —A, SHEET 1 •� (ALSO SEE TYP. • ILLUSTRATION, SHEET 9) —^--- 28 L' 1-1l4' MIN. EDGE CISTANCEF PHHOOK CONC.iCh1Uj ANCHOR TYP., SEE EXTERioR ] 5' ANCHOR NOTES & TABLE A, SHEET 1 2.693" MIN. (ALSO SEE TYP. EDGE DISTANCE 11 I_USTRATION, SHEET 9) 1"'-NOOK FOR USE WITH BOX SILL RISERS Kc PARTS 419,#21 #23 OR #25 CONCRETE INSTALLATION EXTERIOR (SEE TABLES IA, 2A & 3A MOUNT FOR WATER RATINGS) ONLY NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY SEE TABLE A, SHEET I FOI ALL APPROVED SUBSTRATES. 3. SEE TABES 1-3, SHEETS 6-8 FOR REQUIRED PHHOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9, PRODUCT REVISED AS Compt ing with the Florida Building Cod• Noel -No. 16-0629.06 Expiration Date 02/1 Tt2020 BY.._._-.. .-._ Miami -Da ro uct Dodo N. VrA%= FL 343vCRJVF ANCHORAGE DETAILS �• , �. Brweateoo CERT. OFAUTrr. VIM c SERIES 770ALUM. SGD - LM IMPACT _ _ , aw..W..N .- .err._ ii�:i; o..»w - a.+. a. t MN tlq FR t'.e. SGD-770 __...) NTS � 14 w 22 PGT0130 � B v.E i wos . JR t(YttNt4 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . CONFIG. EXAMPLES • • MAX- UNIT _ • • • • • • • • • • • WIDTH -- ---� • • • • • • • • • • • MAX. UNIT WIDTH HEADER OETAIL'A', MAX. • • •NO�uI•tSRNEL VI(layi • • • • SHEET 18; INSTALLATION DLO TYP. PER TABLES 1-3 • DETAILS'Aw' &'Ac', WIDTH INreRwR NOTES: SHEETS "& 13 1) SEE SHEET 17 FOR INDIVIDUAL • • • . • • • • • . • • PANEL CONFIGURATIONS AS • • • • • • • • • • W. APPLICABLE. SEE DP/ANCHOR PANEL PANEL 0 0 0 TABLES, SHEETS 6-8 FOR MAX. PANEL TYPE TYPE PANEL DETIL TYPE TYPE .• • . 6HGET.I%4CQRNER PANEL HEIGHT AND WIDTH. SEE W QS' 'AS' ,K, ANCHORAGE SHEET 11 SHEETS 78 & t9 FOR SECTION NOM. MAX. UNIT DETAILS AND SHEETS 12-14 FOR MAX PANEL MAX. HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS. PANEL WIDTH TYP. j` DLO PER M'. SHEET FX 2) (1) LOCK (ITEMS 75 & 107-110) AT HEIGHT SEE PER HEIGHT TABLES 19 EXIERIUR INTERIOR EACH R (ITEMILE, LOCKING INTO NOTE 2 TABLES 1-3 1-3 KEEPER (ITEM 103) AT FRAME JAMB yyy��,,,�� OR ASTRAGAL. Gj JAMB OETAIL'G3', SHEET 3) PLEASE SEE APPLICABLE 18. INSTALLATION DETAILS J ASTRAGAL & INTERLOCK X X 'Gw' &'Gc, SHEETS 12 & 13 COMBINATIONS PER DPtANCHOR TABLES. DLO WIDTH = NOM. PANEL WIDTH - 7" 1 9C" SILL DETAIL'D'. SHEET 18: DLO HEIGHT = DOOR UNIT HEIGHT - 10. 125- INSIALLATiON DETAILS EXAMPLE: 90' INSIDE CORNER 4 PANELS - XX/XX PANEL HEIGHT = DOOR UNIT HEIGHT- 1.866" 'DW &'Dc; SHEETS 12 & 13 - ;- SILICONE ,- HOLMIELT A:1TYL S'rRUCTU.RAL SILICONE SiUCONE STRUCTURAL. BY OTHERS PCLYISOAUTYLEN - 1,"d NUM' FO,�-3/16" NOM, WITH wmt DESICCANT � NT L DESICCANT EXT. GLASS/ I EXT. GLASS -�. ` ' J. #10 X 1-1/2" PI I SMS PANEL CORNER DETAIL FRAME CORNER DETAIL Part# Description Material 124 Kommening 4SG TPS Spacer System See this Shoot for 125 Quanex Super Spacer nXTwith Hot Melt Butyl 126 Quanex Durascal Spacer Materials 127 Cardinal XL Edge Spacer #8X1' PH SMS �f -`� -INT. GLASS �;. KODISPACE_ 4SG TPS FL 34276 `--INT.GLASS 62 SUPER SPACER@NXT i REINFORCEMENT POLYISO- -- DESICCANT FILL AREA BUTYLENE BUTYL & %-SILICONE SEAL DESICCANT - ROLL -FORMED FOAM, STAINLESS STEED i EXT. GLASS! ,•� EXT. GLASS /1 -- INT. GLASS -'� L INT. GLASS f z DURASEALG SPACER z,/ XL EDGE -SPACER ELEVA PRODUCT REVISED as comPI& with the Florida aundlna Code NOA-No. 16-0629.06 Fxpir"- Dato 02117/2020 6y Miam uet� f 1 }� � SERIES 770 ALUM SGD - LM IMPACT A. " �� __J `j� ,...�.,. �. a+ awY w L TN MlL ER, P E. JR ilylCVr4 ____ CSWT O'AVnI sanzas SGO-Tnt NTS 15 • 22 P07D190 B P.E.# Sd705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... CONFIG. EXAMPLES INTERLOCK DETAIL tFOR ALLDETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 /-'M', SHEET 19 • • • • c OPERABLE JAMB DETAIL 'G3', „MEET 18: • • • • • • ^ r—INSTALLATION • • • • • • • • ) DETAILS'Gw' &'Gc, SHEETS 12 & 13 • • • • • • • • • i iXEDJAMBDETAiL'G2', ASTRAGAL HEADERDETAII'A',SHEE7 HEADERDETAIL'A}SHEEitB: M14X. • �i4 • • • SHEET • JAMB DETAATIO SHEET 18; INSTALLATION DETAILS'GW &'Gc', SHEETS 12 & 13 DETAILS TV & 18: INSTALLATION DETAILS INSTALLATION DETAfLS'AWIV 'Ad. • • L2, SHEET 19 'AV/ &'Ac', SHEETS 12 & 13 SHEETS 12 & 13 7 o� • _WIDTIj,�) TYP. •' • • , /'18; INSTALLATION DETAILS 1 �.: { 'Gvt &'Gc', SHEETS 12 8 13 PANEL PANEL PANEL _. PANEL TYPE TYPE TYPE TYPE R L' 'D' 'A' MA NOM. UNi PANEL l HEIG MAX WIDTH TYP. PEI PER SEE TABL DLO DLO TABLES 1-3 NOTE 2, 1-: ! tiEiGHT SHEET 15 a � O X X 2x— MAX UNIT WIDTH i PANEL TYPE ,A. i -IT SILL DETAIL 'D'. SHEE S 18, MAX. I INSTALL OLD DETAILS HEIGHT w 'D8,'Dc', SHEETS 12 7 , & 13 . X PANEL 04L TYPE TYRE • 'CS' •'Qy NOW PANEL / DTH TYP. PER BLES 1.3 a �J P]15 • MiJi UNIT HEIGHT PER TABLES N1-3 -I L SEE FRAME & — _�- PANEL CORNER CONSTRUCTION EXAMPLE: OXXX SILL DETAIL'O', SHEET 18; INSTALLATION DETAILS `'—'-- MAX. UNIT WIDTH '--""--�-- DETAILS SHEET 15 2-TRACK 'Dw &'Dc', SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XXIXX (2-TRACKJ ASTRAGAL DETAILS `Li' & 1..2, SHEET 19]�,, JAMB DETAIL- 11% SHEET 18; INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETARS'tw' & , HEADER DETAIL INTERLOCK DETAIL'M', SHEET 19 'Ic, SHEETS 12 & 13�` 7S 1 t d� AtdB DETAIL'H2', ShiEET P-HOOK DETAIL'J' &'K; SHFF..T� 'B', SHEET 1S: INTERIOR INTERLOCK DETAIL M', SHEET 19 90' OUTSIDE CORNER DETAIL WI-, SHEET 19 & CORNERANCHORAGE SHEET II INTERIOR EXTERIOR. NOM. PANEL WIDTH TYP. PER TABLES 1-3 MAX. UNIT WIDTH 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'"', INSTALLATION JAMB DETAIL'17 SHEET 18, INSTAL_LATION HEADER DETAIL'C'. SHEET T td &'Hc', SHEE IS 12 & 13 'Jc', 'Kw'&'Kc', SHEET 14 DETAILS'Bw' &'Bc', -7 DETAILS 'lw' &'I., SHEETS 12 & 13 �18; INSTALLATION DETAILS SHEETS 12 & 13 1 I 'C. & 'Cc', SHEETS 12 & 13 � MAX HE P TAI uwr WIDTH 1 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE R' 'L' M, 'F UNIT NOM. GHT PANEL I =R / WIDTH TYP I ILES NIAX ` SEE PER -3 DLU NOTE2 , TABLES 1-3 I HEIGHT SHEET 15 0 i H uw H EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18, (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS 'EW &'Ec', SHEETS 12 & 13 N VEMCE, R. 74275 !wt}sao-+6w CERT. OrAUTH, 9292M UNIT WIDTH --.-) PANEL }PANEL —17 PANEL. PANEL,, TYPE I TYPF TYPE TYPE M, I ,F. P, P. M NOV.. U! ` PANEL HE WIDTH TYP. P SEE MAX PER TAB --NOTE 2, DLO TABI.FS 1-3 1 LSHXEEJTI5HEIGHT PRODUCT REVISED as complying Bullding Code with tho Florida NOA-No 1670629.06 GHT Expiratl— Vate0211712020 LES Byer_-- . Miami-Oay,F4` ue on o 3 EXAMPLE: XXXO SILL DETAIL'F', SHEET 18, % (4-TRACK, BY-PASS) INSTALLATION DETAILS 'Fv/ &'Fc', SHEETS 12 & 13 b EXAMPLE ELEVATIONS SERIES 770 ALUM. SGO - LM IMPACT > y..r. -- ,a,,. M0. tY_ E. Si11778 NT$ 16 ^, n PGTOf30 I B P.F. 0 58705' PANEL SINGLE SINGLE-- -�: i FIXED LOCKSTILE INTERLOCK INTERLOCK STILE W/HANDLE TYPES I OUT IN rjcx SINGLE INTER:_OCK'- F PP K CUT "' SINGLE TERLO CK'_ INTERLO Q L /ram `� P A i FIXED:-1' DP [� ST LE (� (Z LOCKSTILE ..... LE` t{ A ��(� aASTRAGAL � BOX OUT L R WMANDLE tbx ou') BOXNT' (Y LLI J Wf HANDLE F- ASTRAGAL �+'` rJ - ' ' T U Uj PDX CUT D II AS rRAGAL `I'�.'jj�; "'3i-�''" '"" % " T !.! Lf� 80X IN j INT CORNER 9U LOGKSTiLE • RT 1-" Cl zJ W/r1ANDLE #^:20 � r EX7 CORNER 80 L i! C //�) T CIS aW, HANDLE MANGLE, SI 9 q•, wG VC V l EXT CORNER RECEIVER T ` (vim S ' W AYf HANDLEBi18V V ' It¢7 COR4ER #61 �EI�ER A T A_ S DF Wf RMdOLE j EXT CORNER !U RECEIVER DF (EXi 1'_ R `�1,,,,.S 35 RECEIVER RECEIVER VT , S VS - IF {V/ INT Y Y F CORNER u•'^� (' NAd-1OL�R Y Y / WV W: '7-' . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... PANEL'S RIGI+T STILE TYPE .. ASTRAGAL ROx OUT ASTRAGAL BOX IN ASTRAGAL BOX OUT Wl HANDIC ASTRAGAIP DO% IN • W.'HANDLL• il•T CORNER 90R.0(�CS`TRE W RANDS fWT COWIER 90 LOCAATILE W'HZ:LE EXT SORtER 90RECEIVER Wt HANDLE IW CCERW 90RECEI•ER N•HAND.E .XT CORNER 0 RECEIVER EXT CORNER 135 RECEIVER INT CORNER 35 RECEIVER #120 tFi19!j #8: \ kt 18 R81 t% lAEY N't HANDLE p81r-) Wf HANDLE p8 r L r .. TR' 1 'TQ .. ' 7•G' ' Te,� TV TW Ic •1e • •Sd 1 Cd S.4 - " S_V SW • • r'r PANEL NOTES; 1. SEE OF TABLES 1-3, SHF.F.TS 6-8 FOR PANEL LEFT 4 MTERIOR RIGHT SIZES & DESIGN PRESSURE. 2. PANEL TYPES NOT SHOWN OR CROSSED OFF PANEL E PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS STILE - ?€B=oR STILE AND ARE NOT AVAILABLE. 3. 90' ASTRAGALS TO USE HEAVY-DUTY STILES PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND 061), CORNER RECEIVER (#118) AND EITHER APPLICABLE STILEIASTRAGAL REQUIREMENTS. EXTERIOR (#119) OR INTERIOR (#120) CORNER ASTRAGALS, 4. 135' ASTRAGALS TO USE HEAVY-DUTY STILES (#S 1) AND CORNER ADDON (01). SILL RISERS OPTIONS .2.32' I -� EXTERIOR --►{ j _232" .232` III 1 EXTERIOR EXTER;OR j� EXi'RIOR ' ( 2 08 " <� `r.i '002 3.305` 2.b55" t.587` t.: PRODUCT REVISED SILL RISE i 78. ,R, FLAT_ 20 SILL RISER. FLAT ?2 SI_L R(SER,_FLAT (Ea SILL RISER, FLAT �HIG_1i,4' ; lomptyt dg with the Florida Building odo FLUSH, 1--I/2" LOW, 2-1/2" MEDIUM, 3-1/4' moA-No. 16-0629.06 EXTlERIOR I exptretton Date 02/17/2020 .75T EXTERIOR { EXTERIOR �~ EXTERIOR .Ob2' 3.305" \', �` By Miami-padrpduct Control gg '•- 062 2.555 I FSILL RISER, BOXI" FLUSH, 1-1/2" ?7 SILL RISER BOX @ SILL RISER, BOX O MEDIUM, 2 SILL RISER, BOX LOW, 2-1/2' 3-1/4' NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, HIGH. 4' SEE SHEETS 6-8 6 I 1oroTEor,Na75rnRn�E PANEL TYPES N. VE710 FL Sa1 ..• —_ — SERIES 770_ALUM. SGD - LM IMPACT CfRT. OF'AU?l. t1n.'78 ---"-` A LYNNMILLER.P.E�.. PE.k 58705 T70 iVTS �% w22--PGT0130 B ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSIALLATION DETAILS) _ FULL LENGTH 10o 14 OF JAMB 80 OR 61 _ l G 2-TRACK JAMB 6"L@ONG CIIP#105 '13 W/ RETAINER #106 MIDSPAN (SHOWN WITH FIXED PANEL TO s THE INTERIOR) EXTERIOR r� ifth 123 FULL LENGTH 10)(. 3ia-..... :. OF JAMB SMS. X 3 2-TRACK JAMB ---� - 6" LONG Cut, #80 OR W1 a5 V ! RETAINER #123 @ p - (SHOWN WITH MIDSPAN Nam= 60 OR 6 1 FIXED PANEL TO VEXTERIOR ' - THE EXTERIOR) FYTEF ti SHOWN WITH E�j 2-TRACK W/SCREEN OPT, SCREF_N A FRAME HEAD TRACK . .. . .. ... . . . . . .. . .. ... . . . . . . . . . . . . . ... . . . . .. . • • • . • •• • • • • • • • • • • 10, FULL PANEL JAMB LENGTH • • • • : • "Q261 0614 • •• ••• 17 `" G3 WOR61 18 5 eo OR 61 ! 24RACK JAMB (SHOWN • 5 • -VI pETA& P1 -- WITH • • • • *FOR FWED OPERABLE 601 - • • 4'l,iVEL CLIP P�m PANEL) •RR,}�• bEXTERIOR 103 LOCK PART 103 • • SEEyE Wilril�• • • • n3 7 a to7-1t bb FOR FIXED PANEL CLIP 5 103 en oR 61 15 5 112 ib 17 ¢0 C; i 60 OR 67 51 52 2-TRACK JAMB EXTERIOR 4JEXTERIOR I'j EXTERIOR �FXT RI;1R W/SCREEN V �J 3-TRACK JANIS 3-TRACK JAMB 4-TRACK JAMS �-,� 4-TRACK JAMB --- Ht (SHOWN WITH H2 (SHOWN WIT14 11 (SHOWN WITH la(SHOWN WITH OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) s3 - EY7ER"OR THE EXTERIOR) THE INTERIOR) � 3 4 - H13) f EXTER±OR - fi0 EXTERIOR 69 p 3-TRACK 4-TRACK MAX. UNIT B FRAME HEAD WFRAME HEAD HEIGHT PER -- TABLES 1-3 Y PRODUCT REVISED ` 53 �� 69 69 09 u ccmPl= wor with the Flida Buliding • i a EX7ERlOR kXl'ERIOR xii NOA-No. 16-0629.06 72 OR 73 a +' � � r 'tY OR 'T3 � s ._ 7Y OR 73 Expiration Dot• 02/1 T12020 ,o 113 11 70 By i 48 47 ,i �j gl j' 1t Miomir-0a uctGontrol EX'IERIOP, 773 �/ 713 i - FRAME SlL1iSCREEN E FRAME SILL FRAM SI_L 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1 IITEM 1-3, SI'iEETS 6-6 FOR DP (PSF) ASSOCIATED WITH STILE., .. -- m7eTEctinaaw wrvE VERTICAL SECTION DETAILS VENWE, Ft. 34276 Dsg,eatavo SERIES 770 ALUM. SGD - LM IMPACT JR IOM(Y14 CUOPAUM. 029M • lNwAoaat soa 7,� mu. uTs area to aza pr yi+ee. rsGratso n..: B A. LYNN MILLER. P.E. P.E 95H705 IAJStMbLY Ut I AILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) EXTERIOR 111 02 _1-1_ EXTERIOR P-HOOK FOR FLAT SILLS NEXT. OR INT. MOUNT) K EX71 , EXTERIOR Y 15 v •F-- �7 67 STANDARD ASTRAGAL #67 88 e FIEAVY-DUTY ASTRAGAL ;sti8 t_t WITH STANDARD STILES #60 �O WITH HEAVY-DUTY STILES 461 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASIRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) 13V OUTSIDE CORNER W 2-TRACK SHOWN . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • Q RIO 01 11 178 • • 7 • • • • • • (_1 at LJ �J lJ J- - — .,-._ ., 26.3v. 9O° E OUTSIDE CORNER BO` INSIDE CORNER tvt 2-TRACK SHOWN N2 2-TRACK 51-10WN 1NTERlOR 31 LOCK PAR „ -. _......._.. __....... _.... _.__ 15 9 10711 lg -_ INTERIOR r, 7 135' 14 103 �+ y EX'IERIi7R 61 135` INSIDE CORNER. ` 02 2-TRACK SHOWN 10 7EGWMpL00YDRIh �-- HORIZONTAL SECTION DETAILS, CORD k VEJVI..E, FL 34275 Tie. sr+yae�1600 �.... SERIES 770ALUM. SGD - LM IMPACT CERT. OFAUnt#29M t, snarm NTS 19 a 22 PGTO130 OR I EXTERIOR 00�OR_G/ INTERLOCK ITEM #61 (HEAVY-DUTY STILE) SHOWN, ITEM #60 (STANDARD STILE) ALSO APPLICABLE, SEE. TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILES. PRODUCT REVISED as eomplyi�g with the Florhta Budding Code NOA.No. 16-0629.06 ERPhati— Oato02/1,? 7/2020 By IM10.77rr,,oduct Control A. LYNN MILLER. P.E. P.F. 9 Was (-- 5.069' 1 211" 0.081" O2-TRACK HEAD (6063-T6 AL) 6.196" ) I11.211 U� 0.081' 02-TRACK HEAD Wt SCREEN TRACK j (6063-T6 AL) • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• 8.562' 0.080" • • �� ( • • • u t.fiDS"• • � •0.081" 1Q 4-TRACK SILL (6063-T6 AL) • • • • 6.526' • • i 0.080" • • • O3 3-TRACK SILL (6063-T6 AL) _ ...... 7.105" -._ __. `�. 0.080' T 1 , 1.211" I—r 1.505" 0.081" (�313-TRACK HEAD G 2-T ILL W1 SCREEN TRACK (6063-T6 At.I (6063-T6 AL) 1.36" •1.36" • • • • I II! 0.062" 1_019" O.QB �C1 F • f • ••• STIIF i t9$ • • • ) (6063-T6 AL) • s.oss- • •. 1.045• 0.062" L �� v SCREEN O2-TRACK JAMB 45 TOP RAIL (6063-T6 AL) (6063=76 AL) 2-TRACK JAMB Nd! is SCREEN TRACK (6063-T6 AL) --y 1.36" (-�- c._ -- 9.142" — y 4.49» O.UBt» 0.080" 1.505" 0,081" ( a }4-TRACK HEAD 023-T6 SILL AL) {606063-T6 ALI c 1,260" G.OEO" (� FRAP.IE HEADlJAMB SCREEN "J ADD -ON (6063-T6 AL) SEE SHEET 17 FOR SILL RISERS. 0.062" 0.53-e F&+iJ1_L 1.5t6" FRAME SILL SCREEN 2 ADD -ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS® 24' MAX O.C. -jam— 0.060" 0.760' f l_t FRAME SILI SCREEN 13 END ADD -ON (6063-T6 AL) REQUIRES MIN- #10 SMS OR 3/16" MASONRY ANCHORS Q 24' MAX. O.C. R 34273- CFAT. OFAUTH. 029296 1.36" 7,105' 16 3-TRACK JAMB (6063-T6 AL) ERIES 770 ALUM. SGD sGD-rro NTs [` 21 22 » 4-TRACK JAMB (6063-T6 AL) PGTO130 0.876" 1.993" L,> 0.082" SCREEN °' BUTT57 RAIL (6063-T6 AL) PRODUCT REVISED Buae ildeoimg Codyyingi WM the Florid. n NOA-No. 16.0629.06 Expiration D•t• 02/17/2020 Miiile--uct-4onUoT- 6 c'(6 A. LYNN MILLER, P E. 0.718" -"^ I D.E3" 3.802* 2,334" •-0.792 • • • • 3.802" L-jj�S -�T--_ -}�- • • s • • • ` s • !• 0.885" 0.796. 0.062 O.D80" } I 0.062' 0,062 I"- 0.264^ 0.075" -� // 0.233" e FRAME 11 SILL 26 P-HOOK zE P-HOOK MOUNTING I 29 P--HOOK SCREW D.0�0" P-HOOK FOR BOX RISER COVER -TRACK �, -ADAPTOR (6063-T6 AL) (6063-T6 Al.) (6063-T6 AL) (6063_T6 �) • (60 -T Aw • • *• • • • • • 016063-T6 AL) • ••• • • • • •• • 4' -�- ia• • •i • • ••• •• ,155," 2.30" 1.488" !�- - 0 0.83C'U.U62"1,600 0.133' 0.062" 1.303"1.6001.870.1.8r t 3.125" � eS 0.062" 32$ 3.125" -- �31 135' CORNER �321f 135" FIXED MOUNT eo STANDARD STILE c1 HEAVY DUTY STILE az INTERLOCK es INTERLOCK (6063-T6 AL) 32 (6063-16 AL) (6063-T6 AL) O(6063-T6 AL) -ADAPTER -SCREW COVER (6063-T6 AL) (6063-T6 AL) ! 3--- 3.979" .979" 4,125 50. - I I u OA75"--- -... 7-)" 4 G.D75" 1.645" p.p _ _. 1.645" � .......1.......................289 tt�""� .611' �` .485' .045 CA25- 0.281" -- 3.25" -,.� .045- --I� -- 045" (-»--- STANDARD ASTRAGAL i BF HEAVY DULY ASTRAGAL TOPlBOTTOM RAIL GA (, IZ 7/16" GLAZING 8t 9116" GLAZING t� G-- -- - L'� BEAD (I.G, BEAD, FIXED BFAD (6G63-T6 AL) f6063-76 AL) (BD63 -T6 AL) (6063-T6 AL) PANEL CLIP (6D63-T6 AL) (6063-T6 At.) --�1.003" 1f 1.03" - 1__1 --� 4^ ---- PRODUCT REVISED �,fi2. i' I as com 1yy1 w 0.7$7" 0,060" I i moA-mg Cie kh the Fbrida C.050" + I� i� Noa f2o._ 16 0629.06 S� Expimbon Date 02117/2020 iS FIXED �{��G.7D9' 2893 rz t PANEL CLIP L IL--. r 0.13Y - (6063-T6 AL) i 1.498" 0.133" 1.498' By 0.080, Miami-Ua' induct Conte FIXED PANEL - - 4- 3 ETAINER T/6" i 120' 90" INSIDE CORNER ASTRAGAL 0.080'-It- (6063=T"6 AL 2.626" -*-:! G--- --- ) 1t�90' OUTSIDECORNER ASTRAGAL (6063-T6 AL) FIXED PANEL i 8 9p` CORNER RECEIVER (6063-T6 AL, 06 �% �..._.�_ _ RETAINER, 9l16" (6063-T6 ALj (6063-T6 AL) - �' 6 tb . EXTRUSIONS R vFsmx, a 3t2rs nr. . SERIES 770 ALUM. SGD - LM IMPACT o..i�Sy. rain �mbb t»r: ram- - w.r. A.I.YNNM:IIERRE. JR wio/m CERT.OFAL n .. at20M ! scarm NTS 22 d 22 PGT0130 B a E "a6r0, ' MIAMI•DADE MIAMI-DADS COUNTY PRODUCT CONTROL, SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGtJLATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ivnvnv.miam1dade.2ov/economy Best Rolling Doors, Inc. 9780 NW 79th Avenue Ilialeah Gardens, FL 33016 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Model S10-6065 Steel Roll -up Door up to 24'-1'/2" Wide APPROVAL DOCUMENT: Drawing No. 6065_2008_01, titled "Rolling Steel Door", sheets 1 through 4 of 4, dated 08/26/2013, prepared by Joseph H. Dixon, Jr., P.R. Product Design Consultant, signed and sealed by Joseph H. Dixon, Jr., P.F., bearing the Miarni-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, jrtodel. number, the positive and negative design pressure rating, indicate impact rated if applicalle, installAT& • • • •; • instruction drawing reference number, approval number (NOA), the applicable test stairdacds, ana'fRt:'. '. statement reading'Miami-Dade County Product Control Approved' is to be, located oir,jh,;door's side track, bottom angle, or inner surface of a panel. "•' • • RENEWAL of this NOA shalt be considered after a renewal application has been filed andethele has been no change • • • • in the applicable building code negatively affecting the performance of this product. • •; • •; ; • 6 • • • • • •• t• . .. ...... TERMINATION of this NOA will occur after the expiration date or if there has been a r. v.slotfor change 'n 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 cptnpl% with arr g"ken of this NOA shall be cause for termination and removal of NOA. 0:0• • • • • • LIMITATION: Roll -up mechanism is not pant of this approval. 00 • 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 # 13-0905.07 and consists of this page i and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 15-1118.01 MIAMI•DADECOUNTY Expiration Date: November 20, 2018 ' ' Approval Date: March 10, 2016 #0353, 0,& Page 1 Best Rolling Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 13-0905.07" 1. Drawing No. 6065 2008_01, titled "Rolling Steel Door", sheets 1 through 4 of4, dated 08/26/2013, prepared by Joseph H. Dixon, Jr., P.E., Product Design Consultant, signed and sealed by Joseph 1-I. Dixon, Jr., P.E. B. TESTS "Submitted under NOA # 06-0808.09" 1. Test report on Uniform Static Air Pressure per TAS 202, Large Missile Impact 'Pest per TAS 201 and Cyclic Wind Pressure Test per TAS 203 of Series Roll up Door prepared by Fenestration 'Testing Laboratory, Inc. Report # 4845, dated 04/21/2006, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS "Submitted under NOA # 09-0105.06" 1. Calculations for attachment of angle guides to steel or concrete jamb, prepared by Joseph H. Dixon, Jr., PH, Product Design Consultant, dated 03/01/2008, signed and sealed by J. H. Dixon, Jr., N.E. 2. Calculations for attachment of C-channel guide to steel or concrete jamb, prepared by Joseph 1I. Dixon, Jr., P.E., Product Design Consultant, dated 03/01/2008, signed and scaled by J. H. Dixon Jr., P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RE,R) • • • • . . .... ...... E. MATERIAL CERTIFICATIONS "Submitted under NOA # 06-080& A9! � • • • � • • • • • • : • 1. Test Report on Tensile "Pest prepared by Fenestration Testing I0,115e) tory, Inca dated ; • • • •; 05/ 16/2006, signed and sealed by Edmundo Largaespada, P.E.. 0 0 0 0. :...:. 0 • • •' ...... .. . ..... .... . .. ...... F. STATEMENTS ...... . .' 1. Statement letter of code conformance to the 51h edition (2014) VBC i1suedby Joseph ....;. H. Dixon, Jr., P.E., Product Design Consultant, dated 10/07/2d15,, igned an sealed • • by Joseph H. Dixon, Jr., P.E. "Submitted under NOA # 09-0105.06" 2. Statement letter of no financial interest issued by Joseph H. Dixon, Jr., P.E., Product Design Consultant, dated I I/15/2008, signed and sealed by Joseph H. Dixon, Jr., P.E. dne-3v16 Curios M. Utrera, P.E. Product Control Examiner NOA No. 15-1118.01 Expiration Date: November 20, 2018 Approval Date: March 10, 2016 E-1 SLAT GUIDE (PAG.: -}� 24'1 W CLEAR OPENING WIDTH (ma:.) �•4- COILSIDE ELEVATION SIDE ELEVATION no h I {oo out e.N4 I" lacl2 IA12 .Too 2. 1e I2•POHGLE82 MACES FOR UVO HIVE iS f--2230------► a 66O_ GENERA-L NOTES:. 1- THE ROLL -UP DOOR SHOWN ON THIS PRODUCT APPROVAL DOCUMENT HAS BEEN DESIGNED IN ACCORDANCE Win I THE 2010 EDITION OF THE FLORIDA BUILDING CODE. V GA REQUIRED DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION INS & 1620 °a a0909E USING RISK CATEGORY I WITH AN ULTIMATE DESIGN WIW SPEED OF 176MPH. 2.Iro »c 2. 0 THE ROLL•UP DOOR'S ADEQUACY FOR NAND PRESSURFJMPACT AND FATIGUE RESISTANCE (ssE 4te rareTT OUATEP1Ai. — N HAS BEEN VERIFIED IN ACCORDANCE WITH THE 2007 TEST PROTOCOl3 FOR HIGH VELOCITY HURRICANE ZONFS, TAS-201, TAS•202 & TAS-203. o e. PLAIN INSULATED DESIGN PRESSURE RATING: +60.0, -65.0 PSF FLAT SLAT - DETAIL 0 GUIDE RAIL ELEVATION -DETAIL 0 o us.►�i.t• PRODUCT REVISED r aomplyly wft"MMa A•.Pft w�No 15 -uLfgjOLI 676a YT my I.b •• ••• OAHb • • • • • • • • • •• • • • • • • • • • • • •pRftl)L•TRF-NCWE) } D.682 t• • vdth lfr F&11QI* • • • • • • •04%piA • • • • • WINDLOCKS -DETAIL • • • •A4o�p1•!4 4 Dap1r wS 4O ByVp,�_-3 • ••• • • • • . •• _ MI•n tt P2tIdINl C.rumt ••• ••• • • •so • • • • .• •• .•.• ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 2- SLAT TO BE A.S.T.M. A-063 OR 60 STRUCTURAL QUALITY 61EEL WITH MIN. FY = So KSI AND G-90 GALVANIZING PER A.S.T.M. A-653, OR A.I.S.1. 304 SERIES STAINLESS STEEL MANUFACTURED WITH A MINIMUM YIELD STRENGTH OF FY = 60 KSI. 3. WINDLOCKS i i GA PLATEU STEEL ASTM A-1011 4-ALL ASSEMBLY BOLTS TO BE S.AE. GRADE 2 CADMIUM PLATED OR GALVANIZED STEEL. 6-ALL RIVETS TO BE A.LS.I. 1035 STEEL, CADMIUM PLATED, STAINLESS STEEL OR ZINC PLATED W1 FY- 37,0150 PSI. 6- INSULATION MATERIAL SHALT. BE. EPS-EXPANDED POLYSTYRENE INSULATION MANUFACTURED BY DYPLASI PRODUCTS LLC COMPANY, MAAMI.OADE COUNTY APPROVED 7- DOOR MAY BE INSTALLED ON THE INSIDE OR OUTSIDE OF AN EXTERIOR WAI L. DOOR IMPACTED ON BOTH SIDE, 6- GUIDE DETAILS CAN BE USED IN ANY COMBINATION 0• CONTRACTOR TO OF, RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF TINS PRODUCT BASED ON THIS PRODUCT APPROVAL DOCUMENT. THE. CONTRACTOR SHALL ENSURE THAT T HE WALI. CAN SUPPORT TILE JAMB FORCES INDICATE ON THIS DOCUMENT. CONSTRUCTION SAFE FY AT SITE IS THE CONTRACTORS RESPONSIBILITY. BOTTOM SLAT I I SLAT -DETAIL U2 k1. ROVAL DnD00co ride eYwldIPQCod. t�N D1k�',♦,♦ CJc �,.......... ♦J ''�r,•'��CENs��:•.� VA No ROLLING STEEL DOOR 24'-1 IR" (4601.65 PSF) 7108 STATC OF t Q' ,•`• Lu .: 00 01114A' •�*1 �` r •.'`• BEST ROLLING DOOR, INC. ♦♦ 1� 9700 N.W. 799, AVENUE ^ HIALEAH GARDENS, FLORIDA 33016 PIT: 305.69"550 FAX: 30660-3652 wrvw.be{IdGGr.Ge t4i3�%3 ENG. NAME: JOSEPH H. DIXON.RT F!A. FL 7768 Model S10-6065 DRAWN BY DRAWN ND B.D. 0D85_2008 01 DATE 02126m6 1 SHEET 1 OF 4 A."F.MMY DOLT 3M' . i try W/ WASHER b NOT, FIRST® W FROM OLITTOM, REST ® 1/' O.C. L3"a• V1b'COM. L 3W'.S'IW C—L WLVOLOCKAT CVERYUTMAIMAT — 3r8Y3M' C(1NI. SOtlO 81Ff1 )mKn [Wi W/1 18'.t'IG. WPIn AT !%POSED SWE ($1r O C. I � iH'd9' DOM, 8011D STEEL WIND BAD WI S'I- V LO, WELD AT EXPOSED SDE • tro.c. EXISTIKG STEEL STRUCTURE (U:OVIREO 1116R0 L 3116" — BHT. 3 3M'.3M• CONT. 801 If) STEEL WIND BAR W131 16'.1- LO. WELD AT EXPOSED SIDE 0 12' O.C. SEE SHEET 3J L ve"w CONT. SOUR STEEL YAND 9AR FOR SLIP W13118.I' LO. WELD AT EXPOSED SEE a 12.0.C. STEEL JAMB "E-S" E%MTktG 6 Y. n%WmOm <Idoe diSianM — STAiICTURE __..._„ CHANNEL GUIDE — DETAIL 5 Min. Yield Strength = 30,000 psi t1EULE 2. tt8' HL71MWKCOLTn R ^ SEElt1CHOR 8COULE • 11 IMUTDUCf UVISI D II EH' rghb wia ew AarW F caY 8 L 3 b3Y3ti 1 I, ASWP. W- L)CC ASSEtISLY BOLT FIRST 1 MrW1 WASI1f.R 8 NUT, IIRSi ®8' ffl0'A DOROAI, REST 1v DO. 1' o.2co• _ _......... r.2 Y181Cau. tWLLOCKAT IV'" • • • • • • �� % � f O111E•S1AI • • • • RAIBEW[;T3 • • • • • mRvgl?yLow i*wgk mmi4 fi0. l •• ••• • • B(/(• +* SEE SHEET Awv!40t Mo/3- 905-07 y FOR SLIP 0 (%tSfB r .TAi I�L� By ' �' M'"i�C>� ^Qt CONCRETE JAMB;f $" ` •� • • 4 •• • • • • • • • • Ems NO 61EEL STfMFIX REOVIA SHT. 3 L 2-0NTfI6' Cont.-Z SEESHT.3EET 7SEEE 3WINOLOCKATF.VFAYO(HERSIAT —SLIP STEEL JAMB "E-R" 6 % m, m wft ado. dEslantn 181T1 KV/a(DOLT J AKGK)N r-1 STRUCSIRUCTURF.If _______0.75L31T "I �LrCCHMNFL g SEE SFIT. 3 Q .16, 0„ START Q6" FROM BOTTOM DE (CD t.) SEE S11EE1' 3 LWNDLOCK A7 EVERY OVIEASIAT FOR SLIP CONCRETE JAMB "Z-R" ENG. NAME: JOSE-PH H. DIXON JR. P.E. 11 J�7j DADE COUNTY APPROVAL FL 776E 2007 Flotida Building Codo JSF V� a LLING STE EL OR Model S10-6065 4o1I2"(460105PSF) roe OF tY (y ` BEST ROLLING DOOR, INC. DRAWN BY DRAWN ND B.D. 8065.2008_Ut E 9780 N.W.7sk1AVENUE HIALEAH GARDENS, FLORIDA 33016 PH' 305-89&3550 FAX: 305598-3552 DATE 02125108 SHEET ?. OF 4 • • • • • • • • • • 3WlV(.tMSId00T.U3 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . EXISTING STRUCTURE F) A Vx tH Uy LOAD DIAGRAM - MOUNTING 1 EXISTING STRUCTURE Vx Y LOAD DIAGRAM - MOUNTING 2 OCS7R SLIP OPENING each ASSFA49l.YbmT /NCHCRS TO(:CVCRETF..)ANB FZEtDV1E"(JOT0STEELJMB WDTH I erxt 111 "a Gulde C1lannd Guide Mgle GLAda Channel Gklu Carriage Bolt )-05 KVdk E10113 KID KWk Boll Pitb7 V0d Plug VWd Pluq 1,Nwd j MI Angle V1d11 Pr1gte Channel to Io Jamb to Jamb VV91I Prglo dia.xelnbedrnantxspadmj c0axen*0dAv-.rAx8P8dV 24'1-1(X' 1.00 1M'-13x1-12"074"c.a 3/4"x6-10@9-314"aa 3r4"xt3.12"010'a0. 11110" CBS. x3/19' 11110"tlio.x3r16" 5+ X3(16" 20-0" 1.00 12"-13x1.1I)"(EQ14"oa 3K'x&12"Alro.a 3Wx6-12"Q13"o.a 11/1G'daax3r16" 11116'cNa. x3J1 678"x3J18" 07-10o.a Q14"o.a @6'b.a 12"-13x1-12"Q1a"oa 3r4"x&12"@13"O.a 314"x4-3WQ14"o.a 11/18"dax3(15' 11/16"din.x3M0' 510"0116" 1G-0" 1.00 or Q11"pa (?_P14"o.c. Q7"o.a SAY' "Q 13'oa 1/2"-13x/-12"QO 14"o.a V4"x4-N4"014"on Mr x3 /4"Q14"o.c. 11t16"diax3/16" 1/16"die. x3116' 5!0"x3+16" 1.00 or or Q14"oa Q14'b.a Q4-0/X'0.0. 12"-73x1=12" 14"p.a 3?4"X3-114"Q&12 "O.a 3r4"x3-ik"Q14"o.c 1111G'da.x31G' 11/I6'di9.X311G' 5Wx3/16' 17-01 0.50 or 0( Q131o.a Q14"o.c. (09-u.c. 56"x6-1rl'@11"0a S9"x(3-VL' 14"o.a 14r-13x1-1rY'@14"o.a 3/4"x3.1/4"Q74''oa W4"x3.1/4"074"aa 11/1G'c1s X3/16" 1111G'dia.x3/1G' Wx3116" 10-0" 0.50 Or or (M14'b.c. Q14"o.a 013"O.a 5B"x5.1/a"014'0c. 5'6"x5.1rzQ14'0.0 �111111111)17a2 DADE COUNTY APPROVAL • • • • • • • • • • • • '��............ �A, jj+ 2001 Ft W. Sullding Coda a rc�Yr4� . i i 0 %(ibuc?KFim wen U�,.0 -,CENSF•• Vv r ROLLING STEEL DOOR • V�+ • 0 • • • • "A f°`� PI' "j°' °w Qi +` 33� 140, 77gg :t r 24'•t if2 (+60/•95 P3F) w 5- �� ••• !1 No 3- os J i STATE OF q �` BEST ROLLING DOOR, INC. • ••• ••• ••• e • +�+ ! • • • • f • • • • � •••� 9780 N.W. 791h AVENUE • • • • • • • • • HIALEAH GARDENX:S. FLORIDA 33018 H: • • • • • • • • • • P305498.3550 FA305498-3552 . .. .. .. .... 8�30�3 %wnv.boaldoor.ut • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ENG. NWE; JOSEPH H. DIXON JR. P.E. FL 7700 Model S10-6065 DRAWN By IDRAWN 10 B.D. 6065_20DS-01 DATE 02ra55ms SHEET 3 OF 4 Angles •• E43uides - — -------- .... - .............. _.... Angles - Z-Guides DOOR OPENM SLIP POSITIVE WIND NEGATIVE WIND Pp571VE WIND NEGATIVE WWO WIDTHeaGt6nd In Ft pit f2 Of F3 of Ft p0 12 of f3 ps Ft 0.1 F2 of _ F3 Pit _ F-1 p[ __ F2 p0 F3 of 24'1.112. 4 1.00 I 11809 10833 3486 16066 17453 3784 3810 3093 3466 7926 8713 3784 20'47' 1.D0 8584 7982 2574 122f7 12810 2799 2737 2135 2574 5913 6568 2799 W-W 1.00 5814 6331 1738 8169 6691 1800 1766 1773 1738 4070 4593 1900 14'-0' 1,00 4458 4034 1329 0198 6855 1461 1276 853 1329 3171 3628 1461 1210, 0.60 4707 4424 1.434 Will 7282 1592 1491 1129 1434 3359 3152 1582 iQ'4T' 0.50 2883 2581 858 4083 4411 071 707 4S4 8m 2124 2452 971 DOOR OPEW40 SLIP C•Cllannal •-C Oulda: ......... .... ---.....____... C-Channol -Z-Guides POSITIVE Wm NEGATIVE WIND POSITIVE WIND NEGATIVE WIND WIDTH W end In F1 I plf 1 F2 PO F3 pit Ft I Of F2 Of F3 of r1 Of F2 pd 1315 F3 Of 3486 F1 pit F2 pit F3 of 24'I-VT I 1.00 3476 2752 3488 7590 8377 3784 2042 1165 1952 3784 200' 1.00 2599 1950 2574 5621 1216 2799 1111 13W 2574 862 1515 2799 too !, 1.00 1717 1235 1738 3828 4351 1900 1826 1344 1738 Nis 1108 1900 14'.T 1.D0 1248 683 1329 2952 3410 1461 1756 1333 1329 450 90S 1481 "' 1 0.50 1421 1059 $434 3182 3575 1682 1288 806 14N 487 1190 158'1 104t D.50 839 5m 858 1806 7293 971 1333 1031 all 209 627 071 DOOR OPENING WIDTH SLIP, o.h o d In POSITIVE. WINO NR- W WCOATIND .�.t,.. o-eh., A9oa o.ua.. _ _ V INU NI: A t O I PgrT pir —w pu wf I Pit P—C Pit 379d 7700 py., P,f Ry f p,f -17— pit ^�j plr '—Oi— Pe pit 2A'1-12^ 1.p9 0400 )OB 19 799 626 16 2e 3466 2674 127 602 37e4 2799 1.1 863 20'-0' 1.00 2474 514 28 16'•0' 14'-0' I2W" 1.00 1.00 1730 1329 .33 364 40 66 1000 .14 40 1730 1329 402 1000 623 437 392 1401 Zoe 06 422 363 1464 1642 O.S. 143. 2.2 71 1562 322 74 14.4 10--o" 0.s0 see 101 111 071 21. 111 066 102 911 32> PRODUCT REVISW — • omg4ta6 wilb d• FI—IftFln t — - •• ••• • • • • • •• �•ieel• • .. • • . . • • . . .. ... .. . �NfiWPD ..V.,.4 firikri0e �4>O�Yi<1{ �e {� L os,07 Refer to Fenestration Testing Laboratory Lab No: 4845, reissued 10124105. for 20- gage steal stat door, 24' 1-1/2" VJWP, 460 / -65 Pat Bxpi•tm floors manufactured by Best Rolling Doors, Hialeah Gardens, Florida MIr1J . Calculations by Joseph H. Dixon, Jr. P.E. dated 1111t3/07 except & ItevWe 000 41,111411 1Co>tho! dated G/18108 • • • • • • • • • •• • • • • • • • • • •• • • •• • • • • •• • • • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 8/30//7 DADE COUNTY APPROVAL 2007 Florida Building Code ROLLING STEEL DOOR 24•-1 it2' 1.601,06 PSF) BEST ROLLING DOOR, INC. 0700 N.W. 79d, AVENUE HiALEAH GARDENS, FLORIDA 33016 P.: 305-698,3550 FAX: 305-608-3552 YNAY.OBSIdO0f.U5 ENO. NAME: JOSEPH H. DIXON JR. P.E. Fl. 7768 Model S 10-6065 DRAWN BY DRAWN No e.0. 6065_2008_01 022n808 SHEET 4 OF 4