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WS-17-2275,Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 1600 NE 104 Street Miami Shores, FL Permit NO. WS -9-17-2275 Permit Type: ViiindowsiShutters Pe rm' Vork Classification: Window/Door Repladem Permit Status: APPROVED Issue Da te< 9/26/2017 Expiration: 03/25/2018 Parcel Number 1122320320420 Block: Lot: Applicant EMILY KISZYNSKI (TRUST) Owner Information Address 1600 NE 104 ST MIAMI SHORES FL 33138-2668 Phone Cell Contractor(s) CDM WINDOWS & DOOR INC Phone (305)267-1011 Cell Phone Valuation: Total Sq Feet: $ 7,900.00 0 Type of Work: WINDOWS AND DOORS REPLACEMENT ( 2 No of Openings: 15 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.80 $3.75 $3.75 $1.60 $250.00 $12.00 $6.40 $282.30 Pay Date Pay Type Invoice # WS -9-17-65125 09/21/2017 Check #: 1312 09/26/2017 Check #: 1314 Amt Paid Amt Due $ 50.00 $ 232.30 $ 232.30 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is aand that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contracto to do the work stated. September 26, 2017 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date September 26, 2017 1 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 SEP 21 2012 FBC 201` Master Permit No. WS ( - 2:235 Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: (400 1014 City: Miami Shores County: Miami Dade Zip: \'S Folio/Parcel#:I1-'1.232' 632--042-0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): EM%.\•..\ Phone#: Address:IL:CO VO tort %A -cc -€.4 - city: Innskow. \t cak/‘O cse. State: VI__ Zip: ?Sn3't Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: .0 &ek• Phone#: (A Tien Mt\ Address: Q k NW4 2-1 `2}k\r-CA'i SL iAC.• C:t A \n City0(0.‘ State: PL. Zip: �AZ'L Qualifier Name: %Ai '.i • INI04- CA Phone#: ��O�12t,o"1-\O�\ State Certification or Regi #: Certificate of Competency #: CM:C�C-1 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ -7, q 0 d . J v Square/Linear Footage of Work: Type of Work: ElAddition ElAlteration ElNew ❑ Re air/Replace ❑Demolition Description of Work: W\Y\dO trS ACOCS. vin, dC a IA,6 oo rs a Specify color of color thru tile: Submittal Fee $ CM Permit Fee $ E6U Q CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 2.32-- 33 (Revised02/24/2014) ' Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 77041' day of1.1-46‘0,-,A—, 20 ► 1 , by Del; ly k ;s-z.A.3 , who is personally known to me or who has produced I K as identification and who did take an oath. NOTARY PUBLI Sign: / Sig s„r The foregoing instrument was acknowledged before me this �44.. day of P0442$1,t4.t , 20 1, , by MAIre.1 %. AA -4.•1 SQ -4; who is personally known to me or who has produced P14. identification and who did take an oath. NOTARY PUBLI rent: Seal: .�.�,,. rlet v= - •KOS J.' Notary Public - State Commission # Fir ,g My Comm. Expires A Bonded through Natio i *****************w*weWriV**is **r* APPROVED BY (Revised02/24/2014) Prin as Seal: Notary Public - State of Florida Commission #° FF 903405 �.OP: sF`o;;, My Comm. Expires Aug 17, 201.9 Oaf 0 Bonded Nati l tN ***********************'****"#*s* **7'"s3is Tia �� 49 Plans Examiner Structural Review ********##** Zoning Clerk PARCEL IDENTIFICATION NUMBER: RETURN INSTRUMENT' TO: Larry D. Parke, Require 7469 S.W. 130th Street Maui, t%rida 33136 THIS IraTItUMENT PREPARED BY! I,rry D. Parks, Esquire 140J S.W. 130ilh street Miaad, "Florida 33156 g 84874; I 582 j/ 3 a b 3 42 0 tfa � CARVE{ i;1JV1N CLERK DADE COUNTY t'# QUITCLAIM DEED THIS INDENTURE, wade this day of February, 1999, between. GEORGE R. KISZYNSKI , ("GRANT- OR"), whose post office address is 1600 N.E. 104th Street, Miami Shores, Florida 33.138, and EMILY KISZYNSKI, as 'Trustee of the EMILY KISZYNSKI LIVING TRUST, dated February 2, 1999, ("GRANTEE"), whose post office address is 1600 N.E. 104th Street, .Miami Shores, Florida 33138. 'Iiaat the GRANTOR, for and inconsideration of the sum of $10.00 arsi. other valuable considerations, in hand paid by die GRANTEE at and before the sealing and delivery of this Deed, the receipt of which is hereby acknowledged, by these presents do hereby manse, convey and forever QUITCLAIM unto the GRANTEE, GRANI'O4 intaest in ami to the following, described land, situate and being in the County of Dade, State of Florida, to -wit: Lot 21, Block 4, RIVER BAY PARK ADDITION, according to the Plat thereof, as recorded in Plat Boole 40, at Page 72 of the Public Records of Dade County, Florida. Together, with all the tenements, heredity to its and appurtenances thereto belonging or In anywise appertaining. This transfer is for no coon and therefore only minimum stamps and suntan Will be affixed to this deed as the Grantors herein are the beneficiaries of the aforesaid Trust. IN WITNESS WHEREOF, the said GRANTOR has hcreunso set his hand and seal the day and year first above written. Signed, sealed and delivered in, the presence of: Witness: {..o t O . .etIA Z Printed Name of Witness: �8' STATE OF FLORIDA COUNTY OF DADE } }SS: } Vg 18487n ISM ledged before me this _ day of February, 1999 by GEORGE R. bas produced _ as identification and iNWHEREOF, i have hereunto set my band and affixed my °Metal Seal at Miami, Dade County, Florida, this y of February, 1999. ataxy Public, State of Florida at Large weft!Lany 4 pairs af';r �4DfDmAIWA�u ` spm oistomtax My commission expires: 2 'dchi ii JNC-iPsI6iJALProogaB6CON oPO4 6 coUN[Y, PCORI�?A RECoR te.g/R9FaED� HARVEY' RUM! C.(.E'iZK cupecuo. Gomer Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: ctt9 f rl Migu.e/ 1. /44frot alifi: /0 ner Signature Date Print Name C.D.M. WINDOWS & DOOR, INC. d (jyR�' iY• /f�itQ 27 ST r9&10DC")lirlLEL 31.22.' C1..1,;207-1011'l•AX•;:I05)267-1019*I .t...t 'Ng3cdm-wimlow.cam RESIDENTIAL & COMMERCIAL. WINDONA, S .AND Doo RS, CONTRACT SOLD TO: MR. KISZYNSKI ADDRESS: 1600 NE 104 ST CITY: TERMS: PI-IONE: No: 65'78 8 DATE:9/8/2017 SALESMAN: MARCOS LEGAL OWNER OF PROPERTY: JOB NAME: CITY,:: FAX: CEL: JOB PHONE: BLOCK NO: OFFICE : CODE TYPE QTY SIZE - DESCRIPTION UNPr PRICE TOTAL Materials In tall isle S.11 6 26 1/2 X 76 WHITE/I'1NT. IMPACT GLASS. FULL VIEW. SINGLE HUNG. 363.80 2,182.80 H.R 1 73 3/4 X 50 3/8 WHITE/TINT. IMPACT GLASS, FULL VIEW. XO CONF. 636.65 636.65 H.R 3 73 3/4 X 38 1/4 WFHTE/TINT. IMPACT GLASS. FULL VIEW. XO CONF. 497.55 1,492.65 H.R I 44 3/4 X 43 3/4 WHITE/TINT. IMPACT GLASS. FULL VIEW. XO CONF. 486.85 486.85 F.D 1 33 X 82 WHITE./TINT. IMPACT GLASS. FULL VIEW. 2 -POINT LOCK. 1,01 1.15 1,011.15 NO HARDWARE. FRENCH DOOR. SERIES FD101. F.D 1 34 1/4 X 82 WHITE/TINT. IMPACT GLASS. FULL VIEW. 2 -POINT LOCK. 1,073.40 1,073.40 NO HARDWARE. FRENCH DOOR. SERIES FD101. H.R 2 **NO CHARGE HR. WHITE/TINT. IMPACT GLASS. FULL VIEW. XO CONF. 0.00 S&E 1 ***SHOP DRAWINGS AND ENGINEERING: 1,016.50 1,016.50 NOTE: ALL MATERIAL 1S PGT PRODUCT. LABOR INCLUDES PERIMETER CAULKING. THIS PRICE IS ONLY FOR THE ITEMS LISTED HERE. ' 25 2417 SE� BY: A. g& -,f, , COMMENTS: TOTAL MATERIAL: 57,900.00 ST.E SALES TAX: OTE. 0 or I TAXABLE: INCLUDED will be invoiced upon shipment from this company's warehouse of frames and/or ass.Dclivety and/or installation of screening may be withheld for convenience of costumer. DELIV. & INST: BY CDM ut this shall in no way affect date of invoice or amount due. the event that amount herein shown is not paid,when due,interest at highest legal rate annum PERMIT FEF.',: BY CUSTOMER accumulate on total amount remaining due.All costs of collection shall be paid by the 'miner including reasonable attorneys Pecs. CONTRACT NET: $7,900.00 to materials delivered and/or installed pursuant to this order shall remain in the name of Fi Rs 1' DLPOSl. r .D. M. Windows & Door, Inc. until same is paid in full, and the pursuant waives all right homestead and other exemption under state law applicable. SECOND D POSrr: .D.M. Windows & Door, Inc. shall not be responsible for delay in delllvery resulting lY l€RD D.E.POSPI um strikes, labor difficulties fire or other casualty, or causes whatsoever beyond its control. ices subject to change without notice. Acceptance of contract subject to approval by credit 13;11..ANGI, DUE: 57,9(]0'1111 ACCEPTED BY: FOR: DATE,,:/`1 OFFERED BY ASM AM AmericanConsulting, Inc. 11890 SW 8' Street, Suite 500, Miami, F133184 Ph: (786) 219 9490 Email:amamericanconsulting@gmail.com •• • • •••• • • •• •• • •••• KISZYNSKI ]SES ��ENCTi•.:.•• •. • 1600 NE 104 ST •::::• :••.:• MIAMI SHORES, FL 33138 • • W •• • • • •• • • • • • • • •• •• • ••• • OWS DOORS CALCULATION Page 1 of 47 eo®,a�eaotadr'r •• `�� ('a O (V,z q fps �o �0 Q• ° \/. N• 7 427 1 ▪ a w ▪ a • :-G'• ST�� OF W� °S� DanieiP C°�on�za��z, PE Lic. No. 74271 CA# 31388 AUS 28 7017 Design Criteria • Calculations based on the 2014 Florida Building Code. • Design pressures based on ASCE 7-10 • All fasteners and anchor to be coated or stainless steel. .• .. . . . .... . . . . .. . ... . . . . . ... • .... • • .... • Glass to be: Laminated Glass as per ASTM standards and L.M.I :rated. R C E, V -15 S� P 21 2011 ,F_ . . . .. . • . .. . . • . • • . . . . .. . ... . • . Note: Calculations based on shop drawings sealed on 08-2017. Dimensional variation of +/- 1" Ok by inspection. Any deviation from conditions shown on calculations or shop drawings to be engineered separately. wSc� - 22.E Miami Shores Village APPROVED BY DATE ZONING DEPT Vte/A 7 BLDG DEPT SUR IFCT TO COMPLIANCE WITH ALL FEDERAL SIATF: AND COUNTY RUL FS AND RFGUI_ATIONS Page 2 of 47 ASCE 7-10 Wind Loads on Buildings (Directional Procedure) per ASCE 7-10 Description: 1600 NE 104 St. Miami Shores, FL Analysis by: AP User Input Data Structure Type _ Basic Wind Speed (V) Struc Category (I, II, III, or IV_ Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt)_ Mean Roof Height (Ht) Width Perp. To Wind Dir (B) Width Paral. To Wind Dir (L) Building 175 I I D _1 3.5 16.3 Gabled 0.85 15.00 5_5.00 74.00 mph Hz :12 Deg ft ft ft ft ft Calculated Parameters Type of Structure Height/Least Horizontal Dim Flexible Structure 0.27 No Calculated Parameters Importance Factor I 1 I_ Hurricane Prone Region (V>100 mph) Table 6-2 Values Alpha = -- I 11.500E zg = 704.00® • At = Bt = Bm = • �• • •.. ••••-- -•• • • •••• -•- • • •• •• •• _• 100 1.070. : • 0.800 • • • Cc = 0.150 1= Epsilon = Zmin = 650.00 ft 0.125 7.00 ft Gust Factor Category I: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Gust Factor Category II: Rigid Structures - Complete Analysis Zm 0.6 * Ht 9.00 ft Izm Cc * (33/z)^0.167 0.1863 ft Lzm Q 1*(zm/33)^Epsilon (1/(1+0.63*((Min(B,L)+Ht)/Lzm)^0.63))"0.5 552.56 0.9239 0.8885 Gust2 0.925*((1+1.7*Izm*3.4*Q)/(1+1.7*3.4*Izm)) Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are use 0.85 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Page 3 of 47 •• • •• • •• • • • • • • • • • •• • • • ••• • ••• .• • • • • • • •• ASCE 7-10 Wind Loads on Buildings (Directional Procedure) per ASCE 7-10 Figure 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 5.5 ==> 9a lli he&o_f_ 45 •• • • • • • • •••• • • • •• • • •• • •••• • • •••• •• • • •• •••• • •. •• • • • •. • • •• • • • • • • • • •• • • ••. • • 5.50 ft Component Area (ft^2) Zone GCp Max Min FACTORED Wind Press (Ib/ft" Min Max Windows & Doors 10.00 4 1.00 -1.10 81.01 -87.88 Windows & Doors 10.00 5 1.00 -1.40 81.01 -108.47 ALLOWABLE Wind Press (Ib/ft"2) Max Min 48.61 -52.73 48.61 -65.08 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Page 4 of 47 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economv •••• • • •••••• • • •• • • This NOA is being issued under the applicable Hiles and regulations governing.tite• jrse otalv?ructio; • materials. The documentation submitted has been reviewed and accepted by MkygS Rade Courgy RER Product Control Section to be used in Miami Dade County and other areas where allowed bythe Authority • Having Jurisdiction (AHJ). • •••• •• • This NOA shall not be valid after the expiration date stated below. The MiaMi; i le Cltulty;VroduCt• • • • Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Mititii—'Dade Cdunty) reservt the right to have this product or material tested for quality assurance purposes. sfffs irodtV or material • fails to perforin in the accepted manner, the manufacturer will incur the expense or sued testing anelklse • may immediately revoke, modify, or suspend the use of such product or material • RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Produtt 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_luaicane Zone.- DESCRIPTION: Series "PW -701/720/820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD -720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for 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. MIAMIOADE COUNTY APPROVED Page 5 of 47 NOA No. 16-0629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD -720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/164111:hared by manufacturer, signed and sealed by Anthony Lynn Miller, P.; ••• . • • •••• B. TESTS • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading.peril3C, TSS 2Q2-94 • 2) Large Missile impact Test per FBC, TAS 219t294 • • • • • 3) Cyclic Wind Pressure Loading per FBC, 17:7.63-94 • • along with marked -up drawings and installation diagram of aP�Wc.sliding glass door; •• a PVC fixed window and an aluminum sliding glass door, using' I4odispa� �.tG TPS • • • • spacer system, Duraseal® spacer system, Super Spacer® NXT f m macer system and MI• • • •: EdgeTM spacer system at insulated glass, prepared by Fenestra$an Testingtaberatory, • Inc., Test Reports. No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminon fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) E-1 Page 6 of 47 ‘.---'11/24'Man . el Pe ez, P.E. Product Col trol aminer NOA 6-0629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 PGT Industries, Inc. C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0528.26) • "" 2. Glazing complies with ASTM E1300-09 • •' • •• •• • • •• • • • •••• D. QUALITY ASSURANCE • • 1. Miami -Dade Department of Regulatory and Economic Resou ges•NER).:'. '. •.•• . •• E. MATERIAL CERTIFICATIONS• • • •• • • • 1. Notice of Acceptance No. 14-091610 issued to Kuraray Amesit,•lnc. for their •, "Kuraray Butacite© PVB Glass Interlayer" dated 04/25/151 expiring ol:612/ .1/16. •• 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Am�rioa,�nc. for their • • "Kuraray SentryGlas® (Clear and White) Glass Interlayer;'; dated 06/25%1, expiring on 07/04/18. 3. TREMCO Part No. TR -14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. • • • • • • E-2 Page 7 of 47 Manuel Per r., .E. Product Control am' er NOA No. 1 ! . 9.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 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 Antnony Lynn miner, P.E. (Submitted under previous NOA No. I5-0528.26) 2. Statement letter of no financial interesfi dated Ma 20 2015 i•ssued b �f'•actur. Y Y1t1.. signed and sealed by Anthony Lynn Miller, P.E. • • • • • •• •• • (Submitted under previous NOA No. 15-0528.26) .1•••3 3. Laboratory compliance letter for Test Report No. FTL-7213; dated 03/2/?�signacl•...: and sealed by Marlin D. Brinson, P.E... .. .... (Submitted under •previous NOA No. 13-OS02.03)• • • 4. Laboratory compliance letter for Test Reports No. FTL-383,5 W FTC-3Mr, dateel,• • • • 07/18/03 and 07/31/03 respectively, all signed and sealed by Jossr}i,C. Chan,•P.E. •. (Submitted under NOA No. 03-1105.01) • • 5. Proposal No. 16-0125 issued by the Product Control Section, lit etdarch,Q2, 21)16, , • 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. E-3 Page 8 of 47 J Manuel ' e . ',.E. Product Contr 1 Exa finer NOA No. 629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 GENERAL NOTES: SERIES 720/820 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED 8 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 h11AMI-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 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (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 SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW, 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWIJ HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835, 3850 8 7212; ELCO ULTRACON NDA; ELCO CRETEFLEX NOA; ANSI/AF8PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10)THE 720 SERIES USES A PVB INTERLAYER, THE 820 t SERIES USES AN SG INTERLAYERATHE 720 AND 820 SERIES f MAY ALSO BE REFERRED AS THE 701 SERIES. A. SHEET 6 12" MAX. O.C. 48" TIP -TO -TIP WIDTH -.- 47" BUCK WIDTH -� 44-1/4"VISIBLE f LIGHT WIDTH.�,,y- B, SHEET6- STANDARDS USED: •2014 FLORIDA BUILDING CODE (F8C), 5TH EDITION •ASTM E1300-09 •ANSIIAF8PA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 • A I S I -S 100-07/S 2-2010 �- 6" MAX. I A SHEET 6 f 95" BUCK HEIGHT 92- /4' VISIBLE LIGHT HEIGHT C SHEET 7 L� 12' MAX. O.C. -av- 48' BUCK WIDTH -► 45-114" VISIBLE 11 LIGHT WIDTH J D, SHEET7f 6' MAX. 96" TIP -TO ' TIP HEIGHT I 6" L._ g -.-1 MAX SHEET Ha.— 12" MAX. O.C. 6" MAX. TYP. FLANGED FRAME ELEVATION (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES 1 ELEVATIONS 1 GLAZING DETAILS 2-5 DESIGN PRESSURES 2-5 INSTALLATION, FLANGE.. 6 INSTALLATION, EQUAL -LEG 7 INSTALLATION, INT. FIN A. 8 INSTALLATION, INT. FIN 39 CORNER ASSEMBLY 10 EXTRUSION PROFILES 11 PARTS LIST 11 TABLE 1: FIGURE 1: 12" O.C. MAX. / L 6" J/ MAX. �I / V 12" O.C. MAX. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 2-5 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 1 E, SHEET 8 G, SHEET 9 96" BUCK HEIGHT 93 r4" VISIBLE LIGHT HEIGHT I Type Sheet #1 1 7/16" Lama (3/16" An -.090" PVB - 3/16 HS) 2 2 7/16' Lami (3/16" HS - .090' PVB - 3/16" HS) 2 3 1-1/16" Lami. IG (3/16" T - 7/16" Air - 3/16" An - .090" PVB - 3/16" HS) 3 4 1-1/16" Lami. IG(3/16"T-7/16"Air -3/16"HS".090"PVB -3/16"HS) 3 5 7/16 Lami (3/16' An - .090' SG - 3/16" An) 4 6 7/16" Lami (3/16" -HS - .090" SG - 3/16" HS) 4 7 1-1/16"Lami_IG(3/16"T-7/16" Air• 3/16" An • .090" SG - 3/16" An) 5 6 1-1116" Lami. IG (3/16" T - 7/16" Air - 3/18" HS - .090" SG - 3/16" HS) 5 �D�{ SHEET 7 Ha- 12' MAX. O.C. TYP. EQUAL -LEG FRAME ELEVATION (TESTED UNIT) 5" MAX. O.C. �- 40" BUCK WIDTH -a- 45-1/4" VISIBLE y LIGHT WIDTH F, SHEET H, SHEETS 9 -� 2" MAX. E, SHEET B G, SHEET F, SHEET 2" MAX. H, SHEET 9 93-1/4" VIS BLE LIGHT HEIGHT 96' BUCK HEIGHT . l -� �- 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 I --a- WIDTH -.I�-WIDTH -•-{ I"-- WIDTH +{ TI--' -� WIDTH --- • • - •• WIDTH H --{ z • •_ "SG" = "KURARAY SENTRYGLAS`INTERLAYER" BY KURARAY AMERICA INC. _ "PVB" = "KURARAY BUTACITE'' PVB INTERLAYER" BY KURARAY AMERICA, INC. ; Pace a of aT E 1 L H- WIDTH J (�- WIDTH --1 F-- WIDTH • IF • i r • I • / • I • T w# �• • I •W /" x L PRODUCT RF-V)SED as <omptyiag with rfir'rt[rih UvildmBF,'stdt / Aosepuoae N.o ) t0- F-rpiratianparz-�� G- , ear uy Miami JR - 05/05/16 - ADDED SHEET 11 WITH SPACERS 8 MOVED PARTS. tt W CC 0 Lo�at � N -I ce) O9LLZ LL to= uj 0 0 X C F Z m w O o) OYp • ,-z aZ (941)-480-1600 r N 71- 0400 aJor; oriN 2 O 1n cc xe unoi4 •osap m nay MD -720-820.1 `HIO LL O 4.045 F Z alun5 N da auaS A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7/16" LAMINATED f ` GLASS STACK l I 090"PVB INTERLAYER 3/16" ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11-718' O.C. MAX. -3/16' HEAT STRENGTHENED GLASS 5/B" GLASS BITE EXTERIOR l 10: g-/ 8\ GLASS TYPE 1 NOTES: ) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT " FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LCNG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. v g TABLE 3: Wind�owiDe ignPressur: (+ , .sf)for Glass Ty e 1 Long Side (in 67.7/8 72 76 80 84 88 92 96 100 104 109-1/2 30 +180 +/-80 +1-80 +180 480 +180 +1-83 /-80 +180 +/-80 +/80 32 +1-80 +1-80 +180 +1-80 +/80 +180 +1-80-80 +180 +1-80 +;-80 480 34 +1-80 +/80 +/-80 8�� . • - ! %� +/- 4-80 +1-80 +1.79.8 4-79.4 36 +180 «1.80 +180 +180 +/80 +/80 +/-79.7 +1-77.2 +/-75.1 +7.73.4 +/-72.2 38 +180 +1-80 +/-80 +1-80 +/80 +4781 +/-75.2 +7-725 +/-70.3 +/-68.5 +I-66.3 40 •I.80 480 +1-80 +/.798 4-77.2 +1-74.3 +/-71.3 +/-67.9 +/65.7 4-63.4 4-61.6 42 +/-80 .7-80 4-80 +/.77.4 +/-74.3 +1-71.3 +1-68.2 +1-64.7 +161.6 +/-59.8 +/-58.2 44 +180 +/-80 +1.78.9 +/-75.4 +1-72.1 +1.68.9 +155.6 +/-622 +/59.7 +/-57.5 - 46 4-80 +4-60 +1-77.2 +/-73.6 +/-701 +1568 +153.5 450.3 +157.7 0 48 +/80 +/-79.3 +/-75.6 +/-71.9 +/-68.3 +.1-64.9 +1.61.5 +/-58.2 Ine 50 +1480 +1-77.5 4.74.1 4-70.3 +/56.7 +/531 +/-59.7 $ 52 ./-79.1 +I-75.6 +1.72.4 +1.68.8 *f-65.1 +1_61 5 m 54 +1-77.4 +4-73.8 4-70.5 +/67.3 4.63 .5 56 +/-75.8 +1-72 458.6 +/-65.3 58 +1-742 +7-70.3 +/66 8 60 +/-727 +1.68.7 I +1-85 62 +/-71.2 +/-67.1 64 +159-7 +/.65.5 I 66 +/58.3 67-7/8 +157 - 7/16" LAMINATED f ` GLASS STACK l I 090"PVB INTERLAYER 3/16" ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11-718' O.C. MAX. -3/16' HEAT STRENGTHENED GLASS 5/B" GLASS BITE EXTERIOR l 10: g-/ 8\ GLASS TYPE 1 NOTES: ) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT " FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LCNG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. v g TABLE 3: 1-1/16' NOM. GLASS STACK 3/16' TEMPERED GLASS 7/16" AIR SPACE - 11 (5 USED AT CURVED FRAME MEMBERS ONLY 29 - @ 11-7/8' O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT ' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Papa 10 of 47 @)- EXTERIOR 1• • ' • ym,q • • • • • ]sr 21 �--� • RI3 I• GLAg$TYP•3 • • •• ••• •• • • • •• SHORT SIDE I--,-- LONG SIDE SHORT SIDE f-�- LONG SIDE -� TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SH 7/16' LAMINATED GLASS STACK 3116' HEAT STRENGTHENED GLASS 3/16' ANNEALED GLASS .090" PVB INTERLAYER 518" GLASS BITE • ••• ••• ••• • • • • • • • • • • • • • • •• •• • • ••• • • • / OWN. SHORT - SIDE •• • • • • •• • • • • • • • • y LONG SIDE SHORT I _ SIDE r i PRODUCT u cea:9l:inE with tl•RELYSED FtociJa Building Coe ) • "7Q .4lseptemx tin rinn Ux: �"i� � ... )t a m rc W 0 } o N N OJ f") CO OJ gj ZLL t.r) LL =u O O_ X H Z m 0 W 0 O�00 o • Z D. Z (941)-480-1600 M N a olnc Y O O cn w J m F W 1n N W d Z C0 In w D 03 MD -720-820.1 0410 O N 1.ay5 Z aloDi NCN osa0 Sigp.S A LYNN MILLER, P.E. P.E.M 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Window Design Pressure (+/-, psf) for Glass Type 3 Long Side (in 67-7/8 72 76 80 84 e8 92 96 100 104 109-1/2 30 +1-80 +1-80 +1-80 +/-80 +/80 «I-80 +/-80 +180 +150 +1-80 +/80 32 +1.80 +1-80 +480 +1-80 +180 +180 +7-80 +180 480 +/80 +/80 34 +1-80 +/80 +/-80 +180 +/80 +/80 +/-80 +180 +I-80 +/80 +180 36 *1-80 +180 +150 +180 +180 +/80 +I-80 +180 +4-80 +/-80 +180 38 +1-80 +180 +/80 +1811 +/80 4180 +I-80 +i-80 4.79.4 +/-76.4 +i-74.3 40 +180 +780 +/-80 +/80 +180 +/80 +/-80 +/.78.7 +1-73.5 +7-70.9 +189 42 +/80 480 +/-80 +/80 +/80 4-80 +/-77 4-73.1 +169.6 +/-66.9 +1-85.2 44 +180 4-80 +7-80 +/80 +/80 +/.77.8 +/-74.1 +/-70-3 +/67.5 +/-63.9 46 +180 +/-80 4480 +780 +1-79.2 +/-754 +/-71.7 +458.1 +/65.1 w 48 +/80 4.80 +/-80 +180 +I-77.2 +/-73.3 +159.5 +155 8 50 +18U +180 +180 +1-79 4 +!-75.3 +/-71.3 +/-67.5 t=' 52 +/50 +/80 +180 4-71.7 +1-73.5 +159.5 rn 54 +180 +180 «1-79.6 +1-76 +I-718 56 +180 +180 4-77.5 +1-73.8 58 +1-80 +/-79.4 +/_75.4 60 +150 +1.77 6 +/-73 5 62 +/-80 +/-75.8 64 +/78.8 +/-74 66 +/-71.2 67-778 +f-74.9 1-1/16' NOM. GLASS STACK 3/16' TEMPERED GLASS 7/16" AIR SPACE - 11 (5 USED AT CURVED FRAME MEMBERS ONLY 29 - @ 11-7/8' O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT ' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Papa 10 of 47 @)- EXTERIOR 1• • ' • ym,q • • • • • ]sr 21 �--� • RI3 I• GLAg$TYP•3 • • •• ••• •• • • • •• SHORT SIDE I--,-- LONG SIDE SHORT SIDE f-�- LONG SIDE -� TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SH 7/16' LAMINATED GLASS STACK 3116' HEAT STRENGTHENED GLASS 3/16' ANNEALED GLASS .090" PVB INTERLAYER 518" GLASS BITE • ••• ••• ••• • • • • • • • • • • • • • • •• •• • • ••• • • • / OWN. SHORT - SIDE •• • • • • •• • • • • • • • • y LONG SIDE SHORT I _ SIDE r i PRODUCT u cea:9l:inE with tl•RELYSED FtociJa Building Coe ) • "7Q .4lseptemx tin rinn Ux: �"i� � ... )t a m rc W 0 } o N N OJ f") CO OJ gj ZLL t.r) LL =u O O_ X H Z m 0 W 0 O�00 o • Z D. Z (941)-480-1600 M N a olnc Y O O cn w J m F W 1n N W d Z C0 In w D 03 MD -720-820.1 0410 O N 1.ay5 Z aloDi NCN osa0 Sigp.S A LYNN MILLER, P.E. P.E.M 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • TABLE 4: Window Design Pressure (+l-, psf) for Glass Types 2 & 4 Long Side (in) 67-7/8 72 76 80 84 88 92 96 100 104 109-1/2 112 118 120 124 128 132 136 140 144 30 +/-80 +190 +1-80 480 490 «/-80 480 +/-80 4-80 +/-80 4480 «1-80 +1-80 +1-80 +180 4-80 480 480 +/-80 490 32 4-80 +180 480 4-80 +/-80 4-80 +180 4-80 480 +/-80 +/-80 480 +/80 +1-80 4.80 4-80 +1-80 +1-80 +/-80 34 4-80 4-80 4-80 +1.80 +180 480 +1-80 4-80 490 480 +/.80 480 480 +1-80 4-80 4-80 4-60 PRODUCT REVISED 36 4-80 +1.80 +/80 4-80 +190 +1-80 +I-80 +/80 +/-80 +/80 480 +i80 I +/-80 490 490 4.83 as<oo1p1)ing with Ote Florida 38 +190 +1-80 +/-80 +1-80 +190 4-80 +.'-80 +/-80 4-80 +/80 480 4-80 +/-80 4-80 Building Coee"� �� 1:?n Kd' ' 40 +190 4-80 4-80 +480 +/-80 4-80 +180 +1-80 +180 4-80 +19 0 4 90 Acceplan.'e ;� /sem' Q '434 V, L ) 42 +190 4-80 +/-80 +/80 +190 480 4-80 +/-80 +180 +190 490 pir4lion j 44 +/90 480 +/80 +190 +/80 4-80 +!80 +/-80 +190 4-80 3 - 45 480 +1-80 +/80 +190 480 4-80 4-80 +/-80 +180 V-00' .� M!zlni !r„g-'t.,'�)'.!-x"x N3 m 48 +180 480 4-80 +1-80 480 480 *!80 +/-80 50 +/80 +680 4-80 4-80 +/-80 +LSO +1-80 i, r g 52 +190 +/90 4-e0 +190 490 4-79 t N 54 +1.80 4-80 +/-60 +180 4-76-0 56 +180 4-80 4.80 -.4.201 LC 58 +180 +180 480 ¢` 60 +180 480 +/-79.3 d" 62 +I-80 480 c 64 +!80 +180 66 +1-80 . 67,7/8 +!-80 - - M ...=.• _v4.- m - NOTES: - .._ > N n_n ) 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. HICH THE OVERALL DIMENSIONS COMPLETELY FITHIN. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WR W d _: 9. LLI F- E 0 !� '4' U• N r 0, ,,Iv O� Z LI vO S LIT U() X2 m❑ _ Z m O O .1.1) U CO Zxe WV.wU Q 0 N CD N h M 1-1/16" NOM. TABLE DIMENSIONS MAY BE .�-'-. o W Y � • � NV.; 7/16' LAMINATED GLASS STACK .{ 7116' LAMINATED GLASS STACK ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. / 1. p Z a O v O F UJ _ tL GLASS STACK /, / lij .090' PVB INTERLAYER 3/16" TEMPERED GLASS _3/16" HEAT �� i, 3110" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 1...— LONG SIDE —� �/ /' LONG SIDE .d J J I- -� Q H" 7aav5 3/18" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/18' AIR SPACE v -_x,090' PVB INTERLAYER � �`\ / -td rn - Z re 11 11 / SHORT ' # � I- ZS \ y 5 f SIDE ,�j\\\\ yi \� (4 Q CI � USED AT CURVED FRAME MEMBERS ONLY � �— 4 / / USED AT CURVEDial 5/8' f 5/8' - \ SHORT -.� I♦ SIDE p _Z d e Q 11-7l8" O.C. MAX. 1111 FRAME MEMBERS ONLY 29 I, GLASS BITE 11-7/8" O.C. MAX �- I : � ; GLASS BRE I x s 3 ❑ Z C� o 0 r �1 3 I. �J7 Ham//, 1 w � a � j. \ x w EXTERIOREXTERIOR ` �-- LONG SIDE —••� li ❑ 13 J al//1 �sa0 sa/,as. /ti (2-0_,_ a 21 /--" � \r-' GLASS TYPE 2 GLASS TYPE 4 SHORT ••81N• le • • /• • •• LONG • : • • • • • • • • • • 41.,SIDE • • it • • • • iT• • • •• ••• •• • • • •• • ' - _SHORT '1 SIDE • ••• ••• ••• •• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • Pa3o 11 N d7 E �� \ IA• A. LYNN MILLER, P.E. P. E.4 58705 • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • TABLE 5: 7/16" LAMINATED GLASS STACK 3/16" ANNEALED GLASS - CO-. USED AT CURVED ,_ FRAME MEMBERS ONLY ©11-7/8' O.C. MAX. 1-3 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT "FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. ,o ,%TABLE 6: Window Design Pressure (+1, psf)for Glass Type 5 Long Side (in) 67-7/8 72 76 80 84 88 92 96 100 104 109-1/2 30 +901-125.4 +901-120 +90/-1155 +90-111.5 +90/-108.5 +901-106 +901-104.5 +90/-103.5 +90-1025 +90-100.7 +90-97.9 32 +901-116.9 +90-110.8 +90/-105.3 +90-101.6 +901-90.7 +901-95.7 +90/-92.3 +90/-90.6 +901.90.3 +l-89.9 +/89 34 +90/-108.9 +901-103 +901-90.8 +90--95.1 +901-918 +/882 +/84.4 +/-81.5 +1-80.1 +1-79.8 +/-79.4 36 +901-102.6 +90-97.1 +901-928 +/-88.9 +/-85.5 +/-826 +/-79.7 +/-772 +1-75.1 +/-73.4 +/-72.2 30 +90/-98.4 +90-92.2 +1-86.7 +/-83.2 +/-80.7 +/-78.1 +/-75.2 •/-725 +/-70.3 +1-68.5 +/-65.3 40 +90/-94.6 +/-88 2 +182 6 +/-79 8 +/-77.2 +/-74.3 +/-71.3 +/-67.9 +f-651 +1-63.4 +1-51.6 42 +90/-91.3 +/-84.7 +1.80.7 +/-77.4 +/-74.3 +/-71.3 +/-68.2 +/-64.7 +181.6 +/-59.8 +/-58.2 44 +/-883 +/82.4 +/-78.9 +1.75.4 +/-72.1 +168.9 +185.6 +/-622 +/69.7 +/-57.5 - 46 +1-854 +180.8 +/-772 +/-73.6 +/-70.1 +/-88.8 +/63.5 +/-60.3 +157.7 48+1827 +90/-93.5 +1-79.3 +/-75.6 +/.71.9 +/88.3 +/-64.9 +161.5 +1-58.2 T50 T +/80.9 +I-77 5 +1-74.1 +/-70.3 +/b6.7 +183.1 +/-59 7 F 52 +/-75.1 +I-756 +1-724 +/-58.8 +Ib5.1 +1-61.5 to 54 •/-77.4 •1-73.8 +1-70.5 +/-67.3 +163.5 56 +1-75 6 +/-72 +1-68.6 +/-65.3 58 +1-74.2 +1-70.3 +186.8 60 +/-727 +1-68.7 +/65 62 +/-71.2 +1871 64 +/-697 +1-65.5 66 +/-68.3 67-718 +/67 7/16" LAMINATED GLASS STACK 3/16" ANNEALED GLASS - CO-. USED AT CURVED ,_ FRAME MEMBERS ONLY ©11-7/8' O.C. MAX. 1-3 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT "FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. ,o ,%TABLE 6: 090" SG INTERLAYER 3/16' ANNEALED GLASS 5/8" GLASS BITE EXTERIOR a 1-1/16" NOM. GLASS STACK _\ 13 GLASS TYPE 5 3/16" TEMPERED GLASS -- 7/16' 7/16' AIR SPACE • 5 USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8" O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT "FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. Pap t nt a, SHORT SIDE �- LONG SIDE V-- LONG SIDE-� f-; SHORT SIDE J- I TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7/16' LAMINATED GLASS STACK -3116' ANNEALED GLASS -3/16' ANNEALED GLASS .090" SG INTERLAYER -1 5/8" GLASS BITE ✓-\ EXTERIOR IL + ` • • • • • • • asa, ---/ 21:--- • • ?3 • • • • • •• • • • • ••• • • GLAGS TYRE 7• • • • • •• ••• •• • • • •• • ••• ••• ••• •• • • • • • • • • • • • • •• • • • • • • • • •• •• • • • • • • ••• • • • • • SHORT SIDE 1 LONG SIDE _ I SHORT I- SIDE PRODUCT REVISED as cecaSy WS with the Fiorida GuilAVxg Code 1! y_ a.pra.c. No xi 13y tdi rri Product (..e!' m a V p w _ O >- 0 N V � OJ O LL N J Z l U U X L1.3 FZ m W oma) DO oZ aZ (941)-480-1600 8)06 811,1 Y O 0 7 4D10 OSap on neY MD -720-820.1 cry °.MC O V 1aay5 r Z a)cOs Ca Ca c0 as saua5 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Window Design Pressure (+I-, psf)forGlass Type 7 Long Side (n 67-718 72 76 80 84 88 92 96 100 104 109-1/2 30 +90/-130 +901-130 +99-130 +90/-126 +901-122.6 +90-119.8 +901-118.1 +90/-117 +9(V-1158 +901-1127 +90-109.9 32 +90/-130 +90-1251 +90/.118.9 +90-114.8 +90/-111.5 +901-108.1 •90/-104.3 +901-102.4 +901-102 +901-101.4 +90-99.7 34 +90/-123.1 +90-1164 +90/-111.7 +90-107 5 +901-1036 +901-99.7 +90/-95.3 +901-92.1 +9)/-90,5 +/-90 +189.6 36 +901-116 +90-1098 +90/-104.8 +90-100.51 +90-96.6 +90/53.3 +/-90 +187.3 +/84.9 +182.3 +/-81,2 38 +90/-111.2 +90-104.2 +90/-97.9 +90/-94 +90/-91.1 +/-86.2 +/-84.9 +1-81.9 +1-79.4 +/-76.4 +/-74.3 40 +901-106 9 +90-99.6 +90/-93.4 +90-90.1 +/87.2 +184 +/80 5 +1-767 +/-73.5 +/-70.9 +/b9 42 +90/-103.2 +90-95.7 +901-91.2 +187.4 +184 H-80.6 +1-77 +/-731 +/69.6 +186.9 +/.652 44 +901.93.7 +9033.1 +/89.1 +1$52 +/-81.4 +/-77.8 +/-74.1 +1-703 +167.5 +183.9 - 46 +90/-93.5 +90-91.3 +/87.2 +183.2 +1.79.2 +1-754 +/-71.7 +i-68.1 +/b5.1 0 48 +90/-93.5 +/89.6 +185.4 +/81,2 +/-77.2 +/-73.3 +/-69.5 +/858 rnc 50 +90/-91,4 +187.6 +183.7 +/-794 +1.75 3 +/-71.3 +167.5 P 52 +1-894 x185.5 */81.8 +1-77-7 +f-73.5 +189.5 In 54 +187.5 +/83.4 +/-79.6 +/-76 -/-71.8 56 +/85.6 +181.4 +/-77.5 +/-73.8 58 +183.8 +/-79.4 +/-75.4 60 +1821 +/-77.6 +/-73.5 62 +180.4 +I-75.8 84 *4-78.8 +/-74 66 ,1-77.2 67-7/8 +/-74.9 090" SG INTERLAYER 3/16' ANNEALED GLASS 5/8" GLASS BITE EXTERIOR a 1-1/16" NOM. GLASS STACK _\ 13 GLASS TYPE 5 3/16" TEMPERED GLASS -- 7/16' 7/16' AIR SPACE • 5 USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8" O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT "FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. Pap t nt a, SHORT SIDE �- LONG SIDE V-- LONG SIDE-� f-; SHORT SIDE J- I TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7/16' LAMINATED GLASS STACK -3116' ANNEALED GLASS -3/16' ANNEALED GLASS .090" SG INTERLAYER -1 5/8" GLASS BITE ✓-\ EXTERIOR IL + ` • • • • • • • asa, ---/ 21:--- • • ?3 • • • • • •• • • • • ••• • • GLAGS TYRE 7• • • • • •• ••• •• • • • •• • ••• ••• ••• •• • • • • • • • • • • • • •• • • • • • • • • •• •• • • • • • • ••• • • • • • SHORT SIDE 1 LONG SIDE _ I SHORT I- SIDE PRODUCT REVISED as cecaSy WS with the Fiorida GuilAVxg Code 1! y_ a.pra.c. No xi 13y tdi rri Product (..e!' m a V p w _ O >- 0 N V � OJ O LL N J Z l U U X L1.3 FZ m W oma) DO oZ aZ (941)-480-1600 8)06 811,1 Y O 0 7 4D10 OSap on neY MD -720-820.1 cry °.MC O V 1aay5 r Z a)cOs Ca Ca c0 as saua5 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT ' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 7/16" LAMINATED GLASS STACK 3116" HEAT STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY (29 11-7/8" O.C. MAX. -.090" SG INTERLAYER 3/16" HEAT *----STRENGTHENED GLASS EXTERIOR C� �L GLASS TYPE 6 1 518" GLASS BITE 1-1/16" NOM. GLASS STACK 3/16' TEMPERED GLASS 7/16' AIR SPACE 11 5 USED AT CURVED FRAME MEMBERS ONLY 29)- 11-7/8" O.C. MAX. _ '- (L)— EXTERIOR 1. EXTERIIIOR ( 1 (S7E 7/16" LAMINATED GLASS STACK 3/16' HEAT STRENGTHENED GLASS 3/16' HEAT STRENGTHENED GLASS ---.090"SG INTERLAYER 5/8" GLASS BITE 13 GLASS TYPE 8 Para 13 n/ ,17 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1 SHORT SIDE I-.— LONG SIDE [---- H.— LONG SIDE —.--I • • • • iBHQ/2T • • SINE • • y • • • • • i t • • • • •r• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• • • •• • • • • • • • • • • •• •• • • • • • • ••• • • • • • 7/ // SHORT f SIDE I LONG SIDE LONG SIDE 1 SHORT _ • • • SIDE • • • •• • • PRODUCT REVISED :><complYin8 wid:, cFlorida Axeptg Code R.C' C+i4P29- I d. Axeptaucc No Ex."wticxl Date VAIIM is a.- heir.. ' te''i(y .. G z U W 1 ❑ O w m O • OO �z aZ (941)-480-1600 co N a a1o0 2 O O CC *e m MD -720-820.1 oN 9/AO O an 1aa45 co Z aloos N N � d Ci_ d all l EeuaS 6/8/14 A. LYNN MILLER, F.E. P.E.£ _`8705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Window Design Pressure (+_, psf) for Glass Types 6 & 8 Lay Side (in) 67-7/8 72 76 80 84 88 92 96 100 104 109-112 112 116 120 124 128 132 136 140 144 - 0 ., 30 +90/-130 +90/-130 +901.130 +90/-130 +901-130 +90/-130 +90/-130 +901.130 +90/-130 +90/130 +90-130 +90/-130 +90/-130 +90/-730 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 32 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +901-133 +90-130 +90/-130 +90/-130 +90/130 +90/-130 .901-130 +901130 +90/-130 +90/130 34 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +901.130 +90/-130 +90/.130 +90/-130 +901-130 +90-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 36 +90-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +90/130 +901-130 +90/-130 +901-133 +90/-130 +90/-130 +901.130 +90/-130 +901-130 +901-130 38 +90/-130 +90/-130 +90/-130 +901-130 +90.'-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-730 +9G-130 +901129.2 +90/-127.3 40 +90/-130 +90-130 +90/130 +90/-130 +90.1-130 +90-130 +90/-130 +901.130 +90/-130 +90-126.8 +901-123.2 +901-122 42 +90/-130 +901-130 +90-130 +90/-130 +90,'130 +90-130 +90/-130 +90'-129.3 +9(Y-123.2 +90'119.7 +90/-116.4 44 *90-130 +901.130 +901-130 +90/-130 +901-130 +90-130 +90/-130 +90=124.5 +9(Y-119.4 +90/-115 46 +90/-130 +90/-130 .90/-130 +90-130 +90!-130 +90-130 +90'-126.9 +90'-120.5 +90-1153 48 +90/-130 +90/-130 +90-130 +90/-130 +90,-130 +90-129.7 +901.123 +9G-116.5 50 +90/-130 +90-130 +901-130 +90/-130 +90!-130 +901262 +89.4/.119.5 52 +90/-130 +90-130 +90.130 +901-130 +90!-137 +888/-1231 w 5 +90/-130 +901-130 +901.130 +901-130 *8881-127.7 56 +90/-130 +90130 +90/-130 +894/-129 58 +90/-130 +90-130 +90-130 . 6D +90-130 +90/-130 +89.6/129.3 62 +90/-130 +90/-130 64 +901-130 +90/-130 65 +90/-130 67-7/8 +90/-130 _ NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT ' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 7/16" LAMINATED GLASS STACK 3116" HEAT STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY (29 11-7/8" O.C. MAX. -.090" SG INTERLAYER 3/16" HEAT *----STRENGTHENED GLASS EXTERIOR C� �L GLASS TYPE 6 1 518" GLASS BITE 1-1/16" NOM. GLASS STACK 3/16' TEMPERED GLASS 7/16' AIR SPACE 11 5 USED AT CURVED FRAME MEMBERS ONLY 29)- 11-7/8" O.C. MAX. _ '- (L)— EXTERIOR 1. EXTERIIIOR ( 1 (S7E 7/16" LAMINATED GLASS STACK 3/16' HEAT STRENGTHENED GLASS 3/16' HEAT STRENGTHENED GLASS ---.090"SG INTERLAYER 5/8" GLASS BITE 13 GLASS TYPE 8 Para 13 n/ ,17 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1 SHORT SIDE I-.— LONG SIDE [---- H.— LONG SIDE —.--I • • • • iBHQ/2T • • SINE • • y • • • • • i t • • • • •r• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• • • •• • • • • • • • • • • •• •• • • • • • • ••• • • • • • 7/ // SHORT f SIDE I LONG SIDE LONG SIDE 1 SHORT _ • • • SIDE • • • •• • • PRODUCT REVISED :><complYin8 wid:, cFlorida Axeptg Code R.C' C+i4P29- I d. Axeptaucc No Ex."wticxl Date VAIIM is a.- heir.. ' te''i(y .. G z U W 1 ❑ O w m O • OO �z aZ (941)-480-1600 co N a a1o0 2 O O CC *e m MD -720-820.1 oN 9/AO O an 1aa45 co Z aloos N N � d Ci_ d all l EeuaS 6/8/14 A. LYNN MILLER, F.E. P.E.£ _`8705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION TYPE A EDGE DISTANCE i 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET —- ) T 1EMBEDMENT 1 1 C/~ WINDOW BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT n3L EXTERIOR VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2.3/4" I 11J • 1/4" MAX SHIM TVP ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET USED AT CURVED 29 'FRAME MEMBERS ONLY Q 11-7/8" O.C. MAX. INSTALLATION TYPE C EMBEDMENT S1/HIMMA4" X INSTALLATION TYPE B 1X WOOD BUCKSTRIP. SEE NOTE 2, THIS SHEET EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET 1 EDGE DISTANCE .Yd1UllN1,.\\1\\a�\\t♦ • EXTERIOR CONCRETE/CMU PER ANCHOR REQUIREMENT 21 I,a 1� 1 , EMBEDMENT ,Y12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 8, THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE 8,THIS SHEET VISIBLE LIGHT WIDTH = WINDOW BJCK WIDTH - 2-3/4" WINDOW BUCK WIDTH TIP -TO -TIP WINDOW W1DT4 \ HORIZONTAL SECTION A -A \\�\. 1X WOOD BUCKSTRIP, \ \\�\\:: I YSEE NOTE 2. THIS SHEET CONCRETE PER ANCHOR REQUIREMENT INSTALLATION 4� EDGE f \ TYP. ANCHOR TYPE, EMBEDMENT DISTANCE I ` AND EDGE DISTANCE PER TYPE B SUBSTRATE. SEE TABLE 8, THIS SHEET VERTICAL SECTION B -B TABLE 8: CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Min Edge Distance Min. Embedment Max C.C. Spacing #12 or#14410 SS Screw P.T. Southern Pune (SG=0.55) 9/16' 1-3/8' 12' I Aluminum. 8Q632T6 min. 3/8" 0.063' • 12' A36 Steel 3/8" 0.063" • 12' Steel Stud, Gr. 33 min. 3/8" 0.043' (18 Gs)' 12' #12 or #14 Steel Screw (GS) P . Southam Pine (SG=0.55) 9/18' 1-3B' 12' 7 AlUmtnurrl 8063-15 min. 3/6" U.Ubd" • 1d A36 Steel 3/8" 0.063" • 12' Sleet Stud, Gr. 33 min. 3/8" 0.045 (18 Ga)' 12' 1/4" 410 SS CreteFlea Ungtouted CMU, (ASTM C-90) 2-1/2 1-1/4' 12' Concrete (min. 3.35 kei) 1' 1-3/4" 12' 1/4' Steel Ultracon Concrete (min. 2.85 ksl) 1' 1-3/4' 12' Concrete (min. 2.85 hal) 2.112' 1-3/8' 12' Ungmuted CMU, (ASTM C-90) 2.1/2 1-1/4' 12' Grouted CMU, (ASTM C-90 2-1/2 1-3/4' 12" 5/1G Steel Ultracan ncre a mm. sI - Grouted CMU, (ASTM C-90) 2-1/2 1-3/4' 12' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. •• ••• • c • • • •• • • • • INSTALLATION NOTES: • •• �s 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLVG EMBUINT AMGE • DISTAMCE LIMNS • • 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X', ARE BUCKS WHOSE TOTAL THICKNESSIS LESS THAN 1-112'. 1XWUDU BUCKS AKt OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1.2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS•101114101G'NEU", SY CASHIERS OR AS OPFIROVEIR BY AUTHORITY HAVING JURISDICTION. • • • • • • • • • • • •• • • 3. FOR ATTACHMENT TO METAL: THE ETRUCTUR4LtE11.18E/WA.Lt BE 4. SI# TQPRbVIL: FI�.L tdPP:RT TO THE WINDOW FRAME. ••• • • • • • 4. IFAPPLICABLE, LOWER DESIGN' PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO V/HOLE SYSTEM. Pagn 1 d nl d7 PRODUCT REVISED as complying with the Hlcrida Building Code rp_. Actt por... NY1 rimy Date yyoo++pp✓✓n' 19 Dade product Conte( rfiwn m 2 W E a ).•r � Or N Sig • "t J ZLL Lo ti " UULIJ_ X� F -.Z m`L U1 0 os n 00 ,Z li Z (941)-480-1600 M N V d)DQ Y cn I] O • FLANGE INSTALLATION CO MD -720-820.1 dN ONO O co ,acts rn Z CO as .nap sa�ac � lb A. LYNN MILLER. P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L6 )b SL abed INSTALLATION TYPE E EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT 2-314' x1/4" MAX 2 SHIM EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY Q 11-7/8" O.C. MAX. INSTALLATION INSTALLATION TYPE G TYPE F 1X WOODBUCKSTRIP, { EMEEDMENT SEE NOTE 2, THIS SHEET y{ 1/4' MAX SHIM .Gbit\Gcd'.l \vl\\S*I t TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET i 1P.1( :I l.ttlUn InV.Ut1!1. 1 CONCRETE/CMU PER ANCHOR REQUIREMENT 114" MAX. #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 9, THIS SHEET INSTALLATION TYPE H JTr1/4" MAX SHIM �.Tl 1X WOOD BUCKSTRIP, k\', I SEE NOTE 2. THIS SHEET 11 EXTERIOR VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH -2-3/4" WINDOW BUCK WIDTH I /� HORIZONTAL SECTION C -C EMBEDMENT EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR V MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD, SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET EMBEDMENT INSTALLATION I EDGE TYPE F \ TYP. ANCHOR TYPE, EMBEDMENT DISTANCE SAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET CONCRETE PER ANCHOR REQUIREMENT VERTICAL SECTION D -D INSTALLATION NOTES: Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. Spacing P.T. Southern Pine (SG=0.551 9116" 1-3/8" 12" #12 or #14 410 SS Screw Aluminum, 6063-T5 min. 3/8" 0.063" • 12" A36 Steel 3/6" 0.063' • it - Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga) • 12' #12 #14 Steel Screw P.T. Southern Pine (SG=0.55) 9116" 1-3/8' 12' Aluminum, 6063-75 min. 3/8" 0,163' • 12" or (G5) A36 Steel 3/6 U.Ub3 " 1t Steel Stud,. Gr. 33 min. 3/8" 0.045' (16 Ga)' 12" 1l4' 410 SS CnaeFlex Urgmuted CMU, (ASTM C-90) 2-1/2" 1-1/4" 12" Concrete (min. 3.35 ksl) 1" 1-314" 12' 1/4' Steel Ultacon Concrete (min. 2.85 ks1) 1" 1-3/4" 12' Concrete (min. 2.65 ksi) 2.1/2" 1-3/6" 12" Ungrouted CMU, (ASTM 490) 2-1/2" 1-1/4" 12" Grouted CMU, (ASTM C-90) 2.1/2' 13/4" 12' 5/16" Steel UBracon Concrete (min. 3.5 kat) 1-1/4' 1-3/4" 12" Grouted CMU, (ASTM C-90) 2-1/2" 1-3/4" 12" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. •• ••• • • • • • •• • • • • • • • • 1 USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLON EMBI IMENT A• IEDGEUISTARCEtIMIf/i 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCK44011441GNEEI4Eipe gives OR AS VIROVEj1 BY AUTHORITY HAVING JURISDICTION. • • • • • • • • 3. FOR ATTACHMENT TO METAL: THE STRUCTURABRJEMBE• SHAW! BE OF A SIRE TO PROVIDE FILL DUP(ORT TO THE WINDOW FRAME. • •• •• • • • • • • 4. IF APPLICABLE, LOWER DESIGN PRESSURE FAA/!ITHER WINDOW OR MULLIA NOA APPLIRS TO WROLE SYSTEM. Pare 15 nt 417 paoO(-0Cr REVISED as cee•ty ag obit the Florida Building Co3a Avaupbaux No,IO'Dcp�.�14. Expiration rite :i at) q T,y N1i �ocwt Cnneal t e W E2 } r n (� N 7 N O� mM Z LL U - U U X FZ mg W • h- > 0 O ca Z D- Z (941)-480-1600 M N a a1o0 Y coO (n O cc EQUAL -LEG INSTALLATION m Baa MD -720-820.1 ON OMO 0 N- ;aa45 co co Z alO.D$ O O N- 0_ m as •OcaO ya5 a iTiP A. LYNN MILLER, P.E. P.E.4 ELMS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Sr • • • • • 000 • • • 000 • • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE —.- EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPE 4 EXTERIOR a - WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2. THIS SHEET EDGE r DISTANCE .e_ � II _ L1/4" MAX SHIM 11 USED AT CURVED 29 FRAME MEMBERS ONLY 11-7/8" O.C. MAX. 21 101 INSTALLATION TYPE J INSTALLATION TYPE J EDGE DISTANCE —_ 1/4" MAX SHIM I Ilv . EMBEDMENT I 2X WOOD BUCKSTRIP — OR FRAMING, SEE NOTE 2, THIS SHEET 1/4"MAX. SHIM INSTALLATION TYPE L IMO STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET CI 6 ) 2X WOOD BUCKSTRIP • , OR FRAMING, SEE �/ NOTE 2, THIS SHEET r1/4" MAX SHIM T} \—C�\��— i `�� EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPE K EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET illy Yx VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" EXTERIOR MIAMI•DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10.THIS SHEET �-- TYP. ANCHOR TYPE, EMBEDMENT EMBEDMAND EDGE DISTANCE PER ENT ` SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F -F INSTALLATION NOTES: WINDOW BUCK WIDTH 11 r HORIZONTAL SECTION E -E TABLE 10: EMBEDMENT EXTERIOR Anchor Substrate Min. Edge Distance Max. O.C. Spacing 2-1/2" x .113" Box Nail P.T. Southern Phe (SG=0.55) 5/16" 5" 2-1/2" x .131" Common Nal P.T. Southern Pine (SG=0.55) 3/8" 6" 2-1/2" x .145" Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 5" #70 x 1" Steel Screw, P.T. Southem Pine (SG=0.55) 1/2" 5' 0.093" Aluminum, 6063-T5 min. 5/16" 5" 1/16" A36 Steel 5/16" 5" 0.045" (18 Ga) Steel Stud, Gr. 33 5/16" 5" ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. •• ••• • • • • • •• • • • • • • • • 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOtAMBEI!NTAT AND EDGE DISTANCE LIMITS. • 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1,2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS -ND BR ENCINEER61:139 OTNd2•! OR AS APPROVEDMBI AUTHORITY HAVING JURISDICTION. • • • • • • • • • • • •• • • 3. FOR ATTACHMENT TO METAL: THE STRUCTURAle&MBER:1�1LIAE OF:VIECTC4FAIDCFU: SI:I=PcreT TO THE WINDOW FRAME. ••• • • • • • 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Papa IF n, 47 PRODUCT REVISED as complying with aro Florida Buitdiug Cade Acceatenoe Nn 16-0629.1¢ Oration Dare V2:*11i 9.019 By hli:imiA7•.Kic Pro .rr- c (941)-480-1600 c� 7 a IOC Y fn O O CY CO ppb. MD -720-820.1 JMO LL O co :aay5 rn Z a1o�� N 4 as 21;!1 52O 5&Meg A. LYNN MILLER, F.E. P. E.5 68705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION TYPE M� FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 6" O.C. O " WINDOW BUCK HEIGHT 2X WOOD BUCKSTRIP EDGEOR FRAMING, SEE DISTANCE / NOTE 2, THIS SHEET i EMBEDMENT 1 EXTERIOR a VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT" 2-3/4" INSTALLATION TYPE N t► 1 L1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USED AT CURVED 29 FRAME MEMBERS ONLY 11-718" O.C. MAX 21 1•a EDGE DISTANCE INSTALLATION TYPE M FOR THIS INSTALLATION EMBEDMENT' METHOD ONLY, 114" MAX ANCHORS MAY BE NO SHIM • MORE THAN 6' O.C. 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE N 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET 01( _. ''R\'1.!1n,N\\I\N1k\\\\011\"4► CONCRETE/CMU PER ANCHOR REQUIREMENT 114' MAX. SHIM ///I PAM INSTALLATION TYPE O FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 6" O.C. *12 STEEL SELF -DRILLING 5M5 / (GS), SEE TABLE 10, THIS SHEET TYP. ANCHOR TYPE, S EMBEDMENT AND EDGE •-/� DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET [114' MAX SHIM I I EXTERIOR V MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET 1X WOOD BUCKSTRIP. SEE NOTE 2, THIS SHEET EMBEDMENT EDGE l DISTANCE VERTICAL SECTION H -H INSTALLATION NOTES: VISIBLE LIGHT WIDTH = V/INDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION G -G TABLE 11: CONCRETE/CMU PER .ANCHOR REQUIREMENT �- EXTERIOR V EDGE DISTANCE I L Anchor Substrate Min. Edge Distance Min. Embedment Max. O.C. Spacing 812 or 814410 SS Screw P.T. Southern Pine (SG=0.55) 9/16" 13/6' 6' Aluminum, 6063-T5 min. 3/8" 0.063"' . 6' A38 Steel 3/8' 0.063"' e' Steel Stud, Gr. 33 min. 318" 0.045" (18 Ga)' 6' 812 or 814 Steel Screw (GS) P.T. Southem Pine (SG=0.55) 9116" 1-3/8' 6' Aluminum, 808375 min. 3/8" 0.083" 8' A36 Steel 3/8" 0.063" •- 6' Steel Stud. Gr. 33 min. 3/6" 0.045" (18 Ga) • 6' 1l4' 410 SS CreteFkx Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4' 12 Concrete (min. 3.35 kei) 1" 1-3/4' 12" 1/4' Steel Uaracon Concrete (min. 2.85 ksi) 1" 13/4" 12" Concrete (min. 2.85 ksl) 2-1/2" 13/8' 12 Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4' 12 Grouted CMU, (ASTM C-90) 2.1/2" 1314' 12" 5116" Steel Uk2con Concrete (min. 3.5 its') 1-1/4" 13/4" 12 Grouted CMU, (ASTM C-90) 2-112" 13/4" 12 klIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE• •• ••• • • • • •• • • • • • • • • • 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLCIAMBEEN/ERT AN1tIlbGE IISTANLIE L�4iTS • 2, WOOD BUCKS DEPICTED ON THIS SHEET AS "1X". ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TQ Bit FaNI‘INEERfil• OT•1912. OR AS ARIMOVEC18Y AUTHORITY HAVING JURISDICTION. • • • • • • • • • • • •• • • 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL•(*EMBER tHALLI3E O .A: IZ:TOiRCi/IDCFUI: SIPPCg2T TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FRCfi4IIClTHER G4INDOW OR MULL1ON.NOA APPLIE S TO WHOLE SYSTEM. a yJa v of ,+7 PRODUC r REVISED rat complying With rho Florid: Rullding Co:c A_... ptanc4 13r. Ib' F.piratian t7arc m ti W > C� O o1N J OJ zLL U U F Z o >r o Z r N V N J LO LL U1 60 O O Y az (941)-480-1600 &LOCI M{o u 0 93 gar MD -720-820.1 'cN SMC O co aayj F- F - Z eiDDS NOD as On Li sauac (itot3 �6 A. LYNN MILLER, P.E. P.E.k 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as u:mplying with du Florida Buildi:+y Calc AcuT;xncc N�� - - 'rzpir.+txm UMe - �Vy • ASSEMBLY DETAILS FOR FLANGE 8 EQUAL -LEG FRAMES ASSEMBLY DETAILS FOR FIN FRAMES ANGLED/CURVED FRAME ASSEMBLY ANGLED+CURVED FRAME ASSEMBLY 90' CORNER FRAME ASSEMBLY 90" CORNER FRAME ASSEMBLY (17'0 - ALL o ALL CORNERS TO Y� USE GASKET AND/OR SEALANT EQUAL -LEG FRAME / -FLANGE FRAME !� I / /�/ j ` `-EQUAL-LEG FRAME \--FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS ALL CORNERS TO USE GASKET AND/OR SEALANT '0N DAG MITERED FRAME WfTH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS A, WS Paga '8 o+ ^7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • A. LYNN MILLER, P.E P.E.# 59705 Item # PGT Part# Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7/16' Lemi. Glass Beading Alum. 6063-75 5 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Comer Alum. 6063-T5 6b 4224 Installation Fastener Comer Rigid PVC 10 70589C Gasket (at 90° comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 13 Dow 899, GE 7700 Silicone or Equiv. 20 71652K Setting Block. Mono. 3/16' x 7/16" x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3/16" x 13/32' x 4' Neoprene, Duro. 85 +/-1 29 #6 x 1-1/4" FH SMS Stainless Steel 30 781PQX #8 x 1" Quad PH SMS Stainless Steel STRUCTURAL POLYISOBUTYLEN WITH DESICCANT f+ 1.875 2.784" .094" �-a 4f— .074" .438' r—— .050" FLANGE FRAME #4253C, 6063-T5 1.206" .875' 1-7—{H— .050' 3/16" & 1/4" OGLASS BEADING #4258, 6063-T5 SILICONE HOT -MELT BUTYL STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS / EXT. GLASS 7s KODISPACE 4SG TPS TABLE 10' INT. GLASS c.// 3/16" NOM. INT. GLASS 76SUPER SPACER® NXTIm Part # Description Material 75 Kommeriing 4SG TPS Spacer System See this Sheet for Materials 76 Quanex Super Spacer nXT with Hot Melt Butyl 77 Quanex Duraseal Spacer 78 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8908 & 8970 BUTYL & DESICCANT FOAM EXT. GLASS .062" COS' 2.784" .094" .I I-.. t. 375" 1 .500" t .074" i Lirri .438" 062" OEQUAL -LEG FRAME #4285, 6063-T5 O l►— .346" .875" 2.784" .004" �J .074' .062" 1.375" 1 .500"738" it'll .050"zoms 1 .077" FIN FRAME 3 E #4256,6063-T5 -�-I 1.037" Ioo- -I---►Ir 8 .050" .050" I.G. GLASS INSTALLATION BEADING FASTENER COVER #4254, 6063-T5 6a #4270, 6063-T5 ALUMINUM REINFORCEMENT 5/16" NOM INT. GLASS DURAS EAL® 77 SPACER POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL �IIIIAf�% DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL EXT. GLASS /.!/ `INT. GLASS XL EDGE""' 7e SPACER • • 000 • • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• ••• ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • *0* • • • • • P -go -10 `^7 PRODUCTREVi5® as complying with d'w Florida Buitding Cr.A A..a.Vreace 14o 1 0 2. F.tigiratiem Date "t01 -11.r - I (c />, (. mr a n m rc JR - 05/05/16 - ADDED THIS SHEET WITH SPACERS & MOVED PARTS. LL W > E 0 L CD N f` N OJ M M O LL N J Z t[7 u- = u W U O SQ 2 F Wm O nO0 O �>z az (941)-480-1600 M c a7oG 2 O rn O �e O. oip to W Z 0 0 Z Q N Z O rn X W 0 m "sa0 m ,,,a MD -720-820.1 oN `)Mn LL O raa4g F Z aloas N W rL a evaS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 080 • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade cchlirk!i•RER - Product Control Section to be used in Miami Dade County and other areas wherd alloyed by tfintuthority MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy Having Jurisdiction (AHJ). " • • . . This NOA shall not be valid after the expiration date stated below. The Miami—Dade County•Produc,S Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami iVade Cgu,ntyreser-4 • the right to have this product or material tested for quality assurance purposes. ?f this prodat cit; anaterial • • •. fails to perform in the accepted manner, the manufacturer will incur the expense of orale testing and the AI -14 • • • • • may immediately revoke, modify, or suspend the use of such product or materia4•within their jurisdiction' RER reserves the right to revoke this acceptance, if it is determined by Miami—Dacte•CUjrty Product Control Section that this product or material fails to meet the requirements of the applicablebuildi'iig coda...:. • This product is approved as described herein, and has been designed to comply tvitle tie Florida B�uildinl • Code, including the Hig • = .. • • •• • .• • DESCRIPTION: Seri "HR -710" Aluminum Horizontal Rolling Window - L.M.I. APPROVAL DOCUM "", r"r sir g o. ' - I, • t • , 1 ndow, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision G dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., 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 ISSILE IMPACT DATING: Large and Small Missile Impact Resistant. .3 k " A_.• ,! . ame or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, arid followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0519.09 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED Page 20 of 47 NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact'', sheets 1 through 11 of 11, dated 02/28/06, with revision G dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. • • • • • • • •••• B. TESTS ..• • .. • • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per PBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201'9%• • • 3) Cyclic Wind Pressure Loading per FBC, T4203-94 7, •„• • along with marked -up drawings and installation diagram of a •P•VC. flidinmlass door,• : • • • a PVC fixed window and an aluminum sliding glass door, using Ciodispace 4SG TPS • spacer system, Duraseal® spacer system, Super Spacer® NXTT:rgi:Aller system and XL • • EdgeTm spacer system at insulated glass, prepared by Fenestration Testing;l: tibtrratory • Inc., Test Reports No. FTL-8717, FTL-8968 and FTL 8U70; dated.11L16/15s • 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.4. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) E-1 Page 21 of 47 Manuel Per ',E. Product Control E ner NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 .... 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 2(12-94 *••••• along with marked -up drawings and installation diagram of an X54,alum=nyni. • • horizontal sliding window, prepared by Fenestration Testing M.fratory, Iric.: Test • Report No. FTL-4859, dated 03/08/06, signed and sealed by>�dm� �Zdo Laxgagpada, . P.E. • • • •• .• (Submitted under NOA No. 06-0405.06) •• • • •• •• • • • • • • C. CALCULATIONS • . • • • 1. Anchor verification calculations and structural analysis, complying with FlIt'54' • • Edition (2014), dated 05/14/15, prepared by manufacturer, sigted•ald sear by: • • Anthony Lynn Miller, P.E. • • (Submitted under previous NOA No. 15-0519.09) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. E-2 Page 22 of 47 Manuel Pe Product Control E_ aurin r NOA No. 16- .13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FSC -56 Edition (2014), fated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NDA No. 15-0519.09) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. .... (Submitted under previous NOA No. 15-0519.09) • • •••• • 3. Laboratory compliance letter for Test Report No. FTL-5330, istttedby • Ftf��ation Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Camas S. R1ortcra, P.E.• (Submitted under NOA No. 07-0815.09)• • • • • • • 4. Laboratory • compliance letter for Test Reports No. FTL-4858 mild *FTL••4e93,•issued• • • • • by Fenestration Testing Laboratory, Inc., dated 03/08/06,• sigacd an•l. ,seNed b!r"" Edmund()Largaespada, P.E. " • (Submitted under NOA No. 06-0405.06) •' • • • • 5. Proposal No. 16-0125 issued by the Product Control Section, dated•March•09.2616, • • signed by Ishaq Chanda, P.E. ..• • • ...• • •• • • • • G. OTHERS 1. Notice of Acceptance No. 15-0519.09, issued to PGT Industries for their Series "HR -710" Aluminum Horizontal Rolling Window - L.M.I., approved on 07/09/15 and expiring on 12/21/21. E-3 Page 23 of 47 0/Agge Manuel Perez Product Control Exa i r NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. •ASTM E130D-09 • ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 • AISIS100-07152-2010 A. 5/16" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3./16" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. E. 7/16" LAMI CONSISTING OF (1) LITE OF 3'16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. G. 13/'6" LAMI IG (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 318" AR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8. OR 3/16" ANNEALED (MIN.) GLASS, 5/16' OR 3/8" AIR SPACE AND 5116" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1:8" OR 3/16" ANNEALED (MIN.) GLASS, 5116" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" 'PVB" INTERLAYER. J. 13:16" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 114" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4. ANCHORAGE: THE 33 113% 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-4858, FTL-4859 AND FTL-5330. ELCO TEXTRON NOA'S ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDINQ ME" nutir,t Twe wGivlo irk• HURRICANE ZONE (HVHZ). • • • • •• • • • • ••• • 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOjI-`TTIE QP.441\I Il••Hdh.C.IATIT� REM" UNCHANGED. "PVB" = .090" BUTACITEJ PVB INTERLAYER BY KURARAY AMERICA, INC. R">s4 B/ JR Deb 05/05/16 Amslonr G ADDED SPACERS TO SHEET 2. Ren49r: Ftmisians: kme B7: Date. ReNa,ay. Down ey: F.K. D.I~ 2/28/06 Croyr"n Ry J.J. desr 3/23/06 107C TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 • ••• • •• • Pagle!-W Y47e:rrr ••• ••• • •• • • • • 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 5 ANCHORAGE 8-11 PRODUCT REVISED as complying W00 the Florida Auildug Cede Acceptance t _i_% L, Hs�.a0o0 Date =Ms •_ 7 hhh � Miseia ePrs ct CMVVI o.1 i •• • • A UM. HOAIZOOAL ROLLER WINDOW, IMPACT rMi HR7/0 NTS Shoot 1 e, 11 D,m„R 4127-10 R"G :1 A. LYNN MILLER, P E. P.E.4 50705 ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • r 1/2" NOM. GLASS BITE 60.61.62 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .003 PVB INTERLAYER 1/8' .ANNEALED OR HEAT STRENGTHENED GLASS r/16' NOM. 5116" LAMINATED GLASS 1/2" NOM. GLASS BITE aEXTERIOR INTERIOR* (ALL SECTIONS) 66,67,68,69,70,71 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED 5/16' OR 3/8' AIR SPACE 1/8 OR 3/16' ANNEALED OR TEMPERED GLASS 13/16' NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS SILICONE STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS INT. GLASS 5 KODISPACE -) 4SG TPS 1/2" NOM. GLASS BITE /k_ (63,64,65) *3/16" ANNEALED OR HEAT STRENGTHENED GLASS .030 PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16- LAMINATED 7/16 LAMINATED GLASS 1/2" NOM. GLASS BITE Part /I Description Material 75 Kommerling 4SG TPS Spacer System See this Sheet for Materials 76 Quanex Super Spacer nM with Hot Melt Butyl 77 Quanex Duraseal Spacer 78 Cardinal NI_ Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 ,PVB,. = KURARAY BUTACITE° PVB INTERLAYER or SAFLEX6-PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS T/16' LAMINATED 3/16' OR 1/4' AIR SPACE 1/8" or 3116" ANNEALED OR TEMPERED GLASS 1316' 6' NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI HOT -MELT BUM —3/16" NOM. —INT. GLASS SUPER 76 SPACER®NXT T" BUM & DESICCANT FOAM EXT GLASS / • ALUMINUM REINFORCEMENT POLYISO- BUTYLENE 5/16" NOM. SEAL / ROLL -FORMED STAINLESS STEEL EXT. GLASS /—DESICCANT FILL AREA /— 5/16" NOM. SILICONE SEAL 1.-/ •�� / • • • • • • • • ..,Z.././...„.2S— INT GS4SS • • • • -•INy GLAss • •• • • • ••• • TT DURASEAL® • • •• • jSCi.' D�E"M • ; • • • • SPACER SPACER • ••• • • Rend*: JR Dow OS/O5/16 Anton: G ADDED SPACERS. Rawl By Odw Po"Llvc Re. Br Dese: a.cor Oren try: F.K. 2/28/06 CM.. By J.J. 3/23/06 1070 TECHNOLOGY DRIVE N. VENICE, FL 39275 P.O. BQX 1529 NOKOMIS, FL 34274 �� • Ift, Page�5/,R7= btTT"- ••• ••• •• • • • OiAZ•ING DETAILS n •• • • • • • • ALUM. HORIZONTAL ROLLER WICVDOW, IMPACT • •• • • Sonsamue FiR710 Full atest 2 11 4127-10 FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. PRODUCT REVISED as complying with the Florida Building Code. Acceptance No I o- r ¢. l 6. A. LYNN'MILLER, P.E. P. E.R 58705 ••• • r • • ••• • • • • • • • • • • • • • 00* • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 i -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 ? -58.8 +56.2 ° -56.2 FOR INSTALLATION IN 106 3/8" A,B,G,H +60.0 -60.0 +60.0 I -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 THE HVHZ ABOVE 30 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 FT, GLASS TYPES G - L SHALL HAVE A 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 160.0 +59.5 -59.5 +53.6 ' -53.6 +50.9 -50.9 TEMPERED I.G. GLASS UP TO 111" C,I +60.0 -60.0 CAP. BOTH THE DP AND ANCHOR UP TO 111" D,E,F, J K L +75.0 -75.0 QUANTITY REMAIN UNCHANGED. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" TABLE 2. SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7/16" A'B'C' G,H,I +60.0 1 -60.0 TO 86 7116" D,E,F, J,K,L +75.0 75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS 111Y'l11111111 A 111111 i 11J1111..11111 FLANGED SHOWN. FIN WINDOWS W/SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" I 38 3/8" 48" 50 518" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 I -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 I -75.0 66" A,B,G,H +75.0 -75.0 +75.0 I -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2I -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 1-75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 I -75.0 +75.0 -75.0 +69.6 ; -69.6 +65.2 I -65.2 PRODUCT REVISED -",>.Elyitwith Ih. Marid,r 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 ? -68.1 +63.8 -63.8 BA"."1d" �coa� 1 ,�.-w�e ra a _n,714_. UP T074" I,, L I, J,K, L 0 75t +.0 I -75. L._7ation Date _NNW Z2,/ / r P yIl tr --,A.. i:J r.:u;cn. � V:omsn Cm�ot GLASS TYPES: TEST REPORT FTL 4858 (XOX), FTL 4859 (OX & XO) AND FTL-5330 (/ ( A. 5/16" LAMI - (1/8" A, .090,1/8" A) G. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE*5/16" L4MI-4(1/$"A, a0,1/8"A) B. 5/16" LAMI - (1/8" A, .090,1/6" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI (3/16' A, .090, 3/16" HS) F. 7/16" LAMI (3/16' HS, .090, 3/16" HS) H. 13/16" LAMI IG -1/8" OR 3116"A (MIN.), 5/16" OR 3/8yAIR SPAtE7546" =,411-Z14"4.090,1/8"HS) I. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPADE; 6/ 16"A•14I 4174'HS..Q90,1/8"HS) J. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE 7/16" LAMI(3/4A7.0V, 3/16"A) K. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS)��-�_ L. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4':SPIVIE, 7/16/V41tM•(t116"Hp i 090, •3/16"HS) - =. •`, R 61V1//4 may Il.t • ARES8URE6 •• •. : • Road By. De* RarL.hrR` 1070 TECHNOLOGY DRIVE DESIGN • ` N. VENICE. FL 34275 P • _• • • • • • • • • ALUM. , Rs. By: Ma R.,w.: r.o. BOX 1520 � HOltIZOl4'AL ROLLER WINDOW. IMPACT ,, , , " ,-*-"a" Jrle. �� Rn^ A. LYNN MILLER, P.E. D,... BY F.K. �: 228/06 Oa. ey J.J. oerx 323/06 NOKOMIS, FL 30274 Pa err, 9�E9 qs HR7I0 NTS 3 " it 4127-10 G F'.E.s58705 ••• • • • - " • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 27 3/8" MAX. DLO VENT 54 5116" MAX. DLO FIXED 57 N DLI FI LI 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2-1/4) DETAIL A - OX OR XO Rind Br Dan Rend By De•: PI maw.. Rend Or e: Pm. Br F.K 2/28/06 Greek,. kr J.J. New 3/23/06 IC70 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 tJOKOM', 5, FL 34279 X. GE ME L FIG. 27 3/8" 27 318" M ENT 0 MAX. DDLO d •"4ri",'. k J DLO FIXED C� y DLO VENT I f /X �XO �� r.�. f 63" M f~yi: A IAX. XEDL TES / /�/ O X + A 56" MAX. DLO VENTS ALL 62" I.F. FRAME ALL CONFIG. FLAN FRA AL CON MAX. C 73" MAX. WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO Rind Br Dan Rend By De•: PI maw.. Rend Or e: Pm. Br F.K 2/28/06 Greek,. kr J.J. New 3/23/06 IC70 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 tJOKOM', 5, FL 34279 X. GE ME L FIG. 27 3/8" 27 318" M ENT 0 MAX. DDLO d •"4ri",'. k f /X �XO 'r ,. 85 7/16" MAX. WIDTH I.F. FRAME --•-1 26 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. •• •• • •• • • • SEALANT OR GASKET AT HEAD AND SILL • • • • • • • • • • • I.F. FRAME •• FLANGE FRAME • •• ••• •• VI E1•N a -a • (FRAME CORNER CONSTRUCTION) • ••• ••• ••• ••• • • • ovo- pcxElEViriT/QNS • • • • • • AiUM. HOR/ZOMrAL ROLLER IMNDOW, IMPACT Pag1(011 Prerwr • Sehaf Axle: HR710 Sear: NTS cnwt 4 11 ne.wcw 4127-10 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R"r G PRODUCT REVISED as complying with the Florida Budding Code Accaptaace lin /10- °.rarRlion Dab± 14(04 a i,aia/Dadc-P -Aect CMtr/-- / \ I A. LYNN MILLER, P.E. P. E.4 55705 INTERIOR INTERIOR MAX. HEIGHT FLANGE FRAME MAX. VENT DLO EXTERIOR INTERIOR �— MAX. FIXED DLO --� MAX. WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR EXTERIOR INTERIOR • • • • •• ••• ••• 0-1„it. INTERIOR lirr • • • • •• • • • •• SECTION C -C SILL HEAD (VERTICAL SECTION; FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) Raw ay Mb: Rsaane: Rom Ry Ds. Rerslma: Re. day: Dsb: Re :ions: w,..,. er. w: Cn.a., F.K. 2/26/06 J.J. 3/23/06 1070 TECHNOLOGY DRIVE N. VENICE, FL 33275 P.O. BOX 1529 NOKOM:5. FL 30274 PGS": Pa*+2tOd7 fetter • (VERTICAL•SEQTION, I.F•FRAME) • • • • 6ECTi cw& : • • • • • • • • • • • • • • • • • • • AWM.•HOR/ZOIVTAL ROLLER W/ND(7W, IMPACT HR710 Half Shoot 5 « 11 a+wa w 4127-10 Rer G Y:(oDUCr REVISED u complying with We Florida ^uilding Code Acceptor,. No 1 2.16 aticm Dee..- M:.;rti 3a dc. ccdea Cusut �i zl A. LYNN MILLER P.E. P.E.6 53705 • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM DWG# REV DESCRIPTION MAT'L PGF# ITEM DWG11 REVI DESCRIPTION I MAT'L I PGF# 1 4102 A FI.ANGEFRAME HEAD 6063-T6 AL 612237 66 GLASS, 13/16" LAMI IG-1/8"A (MIN), 3/8"AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"A) 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063-T5 AL 612244 67 " 13/16" LAMI IG-1/8"A (MIN), 3/8" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1!8"HS) 3 #8 X 314 PH. PAN HEAD 7834AA 68 " 13/16" LAMI IG4/8"A (MIN), 3/8" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PVB, 1/8"HS) 4 4053 SASH STOP COVER (SASH STOP) 6063-T5 AL 69 " 13/16"LAMIIG3/16"A(MIN),5/16" AIR SPACE, 5/16"LAMI (1/8"A,.090PVB, 1/8"A) 6 4136 FLANGE FRAME SILL 6063-T6 AL 64136 70 13116" LAMI IG-3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"HS) 6063-T6 AL 64137 71 " 13/16" LAMI IG-3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8" HS, .090 PVB, 1/8"HS) 7 4137 SILL ADAPTOR AL 64131 72 13116" LAMI IG-1/8"A (MIN.), 1/4" AIR SPACE 7/16" LAMI (3116"A, .090 PVB. 3/16"A) 8 4131 ROLLER TRACK 6063-T6 PVB. 3116"HS) 10 71298 WEEP HOLE COVER POLYPROP. 71298 73 1' 13/16" LAMI 1G-1/8"A (MIN), I/4" AIR SPACE 7/16" LAMI (3/16"A, .090 LAMI IG-1/8"A 1/4" AIR SPACE, 7/16" LAMI PVB, 3/16"HS) 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PADI626 74 75 13/16" (MIN), (3116"HS, .090 13/16" LAM' IG-3/16"A (MIN), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, PIB, 3/16"A) 13 4002 A FLANGE FRA ME JAMB 6063-T6 AL 612225 76 .090 13/16" LAMI IG-3/16"A (MIN.), 3/16' AIR SPACE, 7/16" LAMI (3/16"A, PVB, 3/16"H S) 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W,K 77 " .090 13116" LAMI IG-3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS) 15 1155 #8X 1.000 QUAD PN. SMS 78IPQA 90 1014 SCREE/4 FRAME (HOR & VER.) 3105-H14 AL 16 4110 G SCREEN ADAPTOR 6063-T5 AL 64110G 91 1630 SCREEN CORNER KEY WIRINGS POLYPROP. 17 4054 B EDGED MEETLNG RAIL 6063HD-T6 AL 64054A 92 1631 SCREEN CORDER KEY WIOUT RINGS POLI'PROP. 19 4066 W STP.,.187 X .230, FIN SEAL 64066G 93 1073 SCREEN SPRING ST.ST. 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 22 1683 W STP.,.250 X 270 BACK, FIN SEAL 61683G 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC 23 225-1 ROLLER HOUSING&GUIDE 42112IID 96 SCREEN CLOTH 24 226 BRASS ROLLER WHEELS BRASS 7BRW1112 f 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETINGRAIL 6063HS-T6 AL 64006 2.710 33 1235 W STP.,.170 X .270 BACK, FIN SEAL 67S 16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDE RAH. 6063-T5 AL 64126 262, 38 1683 W STP.,.250 X BACK, FIN SEAL 61683G 39 7070 .270 BULB WEATHERSTRIP .187 X 275 67070K 062 40 LIFT RAIL COVER CAP 74078"C" L OR R 41 4139 I.F. FRAME IIEAD 6063-T6 AL 64139 I.F. FRAME HEAD 42 4140 T.F.FRAME SILL 6063-T6 AL 64140 4� O #4139,60633-T6 43 4141 I.F. FRAME JAMB 6063-T6 AL 64141 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT P2QUllf,T REV3S°B VI 51 1224 VNZZ GLAZING BEAD BULB (THICK) 6TP247W,K the Dori& L 52 1225 VINYL GLAZLNG BEAD BULB (THIN) 6TP248K 2.784 BP ill:IC nc ,GpULICCO No!10 . , '-t 64039B �� 19tion �1 (i¢�fLl 53 4039 B GLAZING BEAD-5/16" 6063-T5 AL 54 4044 B GLAZINGBEAD -5/16" W/GRILL KIT 6063-T5 AL 644703 .062t�>GYKz•da'7f 3.152 r IPA 55 4222 A GLAZING BEAD - 7/16" 6063-T5 AL 64222 a Maxiyg 10 1�. f!Y/� 56 985 C GLAZINGBEAD -7/16" W/GRILL KIT 6063-T5 AL 6985 1.988 --•-- �59 062 59 4067 GLA ZING BEAD- 13/16" 6063-T5 AL 64067 • • • • • • • • • • 60 GLASS, 5/16 LAMI (I/8" A,.090PVB, 1/8" A) 48 I.F. FRAME JAMBe • • • r — 61 " 5/16' LAMI (1/8" A,.090PVB, 1/8" HS) #4144, 6063-T6i • •• 62 " 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) • • • • • � • • � • • • • • • • " ' 7/16" LAMI A, 3/16" A) 63 64 (3/16" .090PI/B, 7/16" LAMI (3/16" A, .090PbB, 3,/16" HS) 2.710 42 .F. FRAME SILL , 7�.� 65 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) • • • • • •• • #4140,6506346 11 / 16. RmW By hr • • • • "AR7 . By: D"b: !tomb lbwbu: iG70'ECHNOLOGY DRIVEpo LIST : .11 . ' Rard N. VENICE, FL 34275IG—ri •, raw • • • • • • • • • • - R"wC B,: Dow R.I.*: P O. BOX 1529 • •ALUM! HORIZONTAL ROLLER WINDOW, IMPACT • Dm." Or F.K. Dab: 2/26/06 C..,IVDab' J.J. 3/23/06 NOKOM$, FL 34274 Pagyig6*Recur HR710 ¢ � NTS R'� 6 a 11 d"""O"" 4127-10 G A. LYNN MILLER, PE P.E.#5870,, ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .062 1.373 l 1.273 1 1.122 2.710 1 1--2.710 O FLANGE FRAME SILL #4136,6063-T6 (�I FLANGE FRAME HEAD ��JJ #4102A,6063 -T6 O .490 f --�ippE�.062 11 Il SASH STOP #4025,6063-T5 .062 �t �II 1.349-�1 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 1.183 1 .oso 678 1.096 -T i GLAZING BEAD, 5/16" #40448.6063-T5 (USED 1N/ GRILL KIT) 3.152 .437 O HORIZ. ROLLER TRACK #4131, 6063-T6 32 SASH MTG. RAIL #4006D,6063HS-T6 F050 1 �m1 II IC .678 1.096 I -1T 55 GLAZING BEAD 7/16" #4222A,6063 -T5 .062 O FRAME SILL ADAPTER #4137,6063-T6 F�1.403� 17 FIXED MEETING RAIL #40546,6063HD-T6 x.040 .738 O SASH STOP COVER #4053, 6063-T5 { �---2.784 -{ 1.363' n I 062 13 osz FLANGE FRAME JAMB #4002A,6063 -T6 2.326 050 1.349 1.062 .678 1.096 I -I� 37 SASH SIDE RAIL GLAZING BEAD, 5116" #4126.6063 -TS 53 #40398,6063-T5 1-1291-y 1 .050- .678 . ••• 1.115 I i • • • 56 GLAZING BEAD,•7/16"••• #985C, 6063-=� • • • (USED W/ GRILL KIT) Rend dr Deb: Road ad Deb.' Food= s: Rao. By. Oda: Drawn By F.K Mrn: 2/26/06 C.xddd By J.J. 3/23/06 1070 TECHNOLOGY DRIVE N. VENICE, FL:34275 P.O. BOX 1529 NOKOMIS, FL 3427, PST: PBgi(e3601fe7ter •• • • •• • •• .683 .050 • • • • I • • 1.097 GIiNZINCidEAD, 13/16" • • :447• e063 -T5 • ••• ••• ••• •• • • • • • • • • RLSIGNE : • • •• • • •• •• • • • • • • VLUM!HORIZONTAL ROLLER WINDOW, IMPACT srewwt HR710 add: Half sn.ee 7 d 11 among No. 4127-10 dor G FRODUCT REVISE'() umplyinp with the FMrida Blinding Cdc 16;- E' Acceptance! I AeP'sDce No expiration -Cane ay( ^.t RY� 1 1' L. Mtan :/a. PrpdectC ntrd / 17' A. LYNN MILLER, P P.E.R 59705 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • •• •• •• • • • • • • • • • ••• •• •• •• • • • •• • • •• • • • •• • • •••• •• • • •• •• ••• •• ••• • • • •• ••• • • ANCHOR QUANTITIES, XOX 114-1/2-1/4) WINDOWS TABLE 4 NOTES: GLASS TYPES A, B,C,G,H,I GLASS TYPES D,E,F,J,K,L 1. ANCHOR TYPES: ANCHOR TYPE> 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1 - 1/4" ELCO TAPCONS 2 - 1/4' ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (G5) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W y H HEAD & SILL y m g HEAD & SILL ' m m g HEAD & SILL m 11n mm g HEAD & SILL g ' ' HEAD & SILL m I m m 'm g HEAD & SILL ': g ,ate i' 2. GLASS TYPES: A. 5/16' LAMI • 1/8" A,.090, 1/8' A ( ) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) 1/8" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND 53.125 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1I 2 1+C2+1+C2+1; 2 1+C2+1+C2+ti 2 1+C2+1+C2+1 C. 5116" LAMI - (1/8" HS,.090, 2 D. 7116" LAMI - (3116" A,.090. 3116" A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1, 3 1+C2+1+C2+1; 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 E. 7/16" LAMI - (3116" A,.090, 3/16" HS) "(MI 50.625 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1I3 1+C2+1+C2+1 3 1+C2+1+C2+1.3 1+C2+1+C2+113 G.13/16"LAMIIG- 1 8"OR 3/16" G. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5116" LAMI - (1/8" A,.090, 1/8" A) 54.000 1+C2+1+C2+1! 3 1+C2+1+C2+1 3 1+C2+1+C2+1; 3 1+C2+1+C2+1; 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/6" HS) HS,.090, 1/8" HS) 50.000 1+CZ+1+C2+ti 3 1+CZ+1+C2+1 3 1+C2+1+C2+1. 3 1+C2+1+C2t 1i 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5116" OR 3/8" SPACE, 5/16" LAMI - (1/8" J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3;16" OR 1/4" SPACE, 7/16" LAMI - (3116" A,.090, 3/16" A) 53.000 1+C2+1+C2+1 3 1+C2+1+C2+i 3 1+C2+1+C2+1; 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C3+1+C3+1't 3 K. 13116" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16" A,.090, 3116" HS) 60.030 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+1+02+1 2 1+C2+2+62+1 2 L. 13/16- LAMI IG - 1/B" OR 3/16" A (MIN.), 3/16" OR 1!4" SPACE, 7/16" LAM- (3/16" HS,.090, 3/16" HS) 48.000 1+C2+1 C2+1 3 1+C2+1+C2+1 i 3 1+02+1+C2+1 3 1+C2+1+C2+1. 3 1+C2+1+C2+1I 3 1+C2+2+C2+1. 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.625 1+G2+1+C2+11 3 1+C2+1+C2+1. 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1I 3 1+C2+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1+C2+1+02+1: 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+2+C2+1 i 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1+C2+1+C2+1; 3 1+C2+1+C2+1; 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 [ 3 1+C3+2+C3+1 3 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 63.000 1+C2+1+C2+1',3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C3+2+C3+1':3 TABLE KEY: .- • 74.000x 38.375 1+C2+2+C2+1i2 1+C2+1+C2+1 2 1+C2+2+C2+11 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1'.2 X 0 X 48.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+113 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 1+C3+4+C3+1; 3 ---ANCHOR QUANTITY PER JAMB 3 - 50.525 1+C2+2+C2+11 3 1+C2+1+C2+11 3 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1 HEAD AND SILL ANCHOR QUANTITY. 54.000 1+C2+2+C2+1 3 1+C2+1+C2+1I 3 1+C2+2+C2+1 3 1+C2+2+C2+1; 3 1+C2+2+C2+1 3 1+C3+2+C3+1 1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 60.000 1+C2+2+C2+1+ 3 1+C2+1+C2+1. 3 1+C2+2+C2+1! 3 1+C2+2+C2+1 3 1+02+2+02+11 3 1+C3+2+C3+11 3 ANCHOR AT EACH OPERABLE VENT 63.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1I 3 1+C3+2+03+1' 3 PLUS (4) ANCHORS AT FIXED SECTION. 84.000x 38.375 1+C2+2+C2+1; 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+11 2 1+02+2+02+11 2 1+C2+3+C2+11 2 (12)ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+02+2+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C2+2+C2+1. 3 1+C2+2+C2+11 3 1+C3+34C3+1 3 (3" MIN. O.C. ANCHOR SPACING) 50.625 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+113 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+113 3 1+G2+2+C2t1 3 1+C2+2+C2+11 3 1+C2+2+C2t 1' 3 1+C2+2+C2+1 3 1+C4+3+C4+1 I- I 25 3/4" max. 54.000 1t62+2+C2+1 3:,3 �•-.--3" MIN. 3 1+C3+2+C3+113 1+C2+2+C2+1 3 1+C4+3+C4+113 l 1 60.000 1+02+2+C2+1i 3 1+C2+2+C2+111.3 1+C3+2+C3+1 t 1U 1 1 1 tl1 I 63.000 1+C2+2+C2+13 1+C2+2+C2+113 1+C3+2+C3+1; 3 1+C3+2+C3+1.3 1+C2+2+C2+1':3 1tC4+3+C4+13 9" REF. X O X 1 106.375x 38.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+11 2 1+C2+3+C2+1 2 1+C2+3+C2+11 2 1+C2+4+C2+1 2 1----- -_ _____/I- PRODUCT REVISED 48.000 1+C2+3+C2+11 3 1+C2+2+C2+1; 3 1+C3+3+C3+1; 3 1+C3+3+C3+1; 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3Buil:hag MTG. FAIL, TYP.- a; E mplyinp., with the FinndR C"`1= Act:9pm=No /1P0 141 50.625 1+C2+3+C2+Y 3 1+C2+2+C2+11: 3 1+C3+3+C3+11 3 1+C3+3+C3+11 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Mikan,. '�!-D2) 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE)"-: G� ,n' 60.000 1+C3+3+C3+113 1+C2+2+C2+113 1+C4+3+C4+1 3 1+C4+3+04+114 1+C3+3+C3+ti 3 1+C4+4+C4+1;3 R.orn, ..JFfOEBtt Cm J tJ 63.000 1+C3+3+C3+1(3 1+C2+2+02+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1.4 1+C4+3+C4+1 3 1+C5+4+C5+113 • • • 25 3/4" MAX. 1/30TYP• 111.000x 38.375 i+C2+3+C2+1 2 1+C2+2+C2+11 2 1+C2+3+C2+1; 2 1+C2+3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+C2+1 2 I• 1 • • t �r-3S MIR. • • • 48.000 1+C2+3+C2+1 3 1+C2+2+C2+1i3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1;3-• • 9' REF. ••} • •i• •• 1• A 50.625 1+C2+3+C2+1; 3 1+C2+2+C2+11 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+11 X• 3•� •- • • A_ • • •• • • -S__ _•-• • X J� 54.000 1+C3+3+C3+1'3 1+C2+2+C2+1;3 1+C3+3+C3+1 3 1+C3t3+C3+113 1+C3+3+C3+1':3 1+C4+4+C4+1 3-� -- 60.000 1+C3+3+C3+1t 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 3 MTG. RAIL, TYP. - - - 6 63.000 1+C3+3+C3+11 3 1+C2+2+C2+1; 3 1+C4+3+C4+1 3 1+C4+3+C4+1; 4 1+C4+3+C4+1 3 1+C5+4+C5+1 4 EXAMPiG CLUEiTiiRi/WQTY. 4 4NCHORS _ Wnd tM. Dib: Resanc • • • moi' • • • •• • • 119. - R..x hn. 1070 TECHNOLOGY DF.I\E -rill BPAOING , XON (M4 ./2.1/4) . ••' A• ruara.: N. VENICE, FL 34275 �•'KiNCI-�ORfi1hE D"Y: : P.C. BOX 1529 _AG LU/l: HORIZONTAL ROLLER PINDOW, IMPACT D....), F.K. w: d 2/28/06 Cad BY J.J. D.' 3/23706 NOKOMIS, FL 34274 Paglt5igY,p"tei'' 1110 NTS 8 w 11 a"'QNe. 4127-10 G A. LYNN RIILLER, P P.E.I158 05 •• • • • • • • • • • ••• •• •• •• • • • •• • • •• • • • •• • • •••• •• • • •• •• ••• •• ••• • • • •• ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES, XOX (1/3-113-1/3) WINDOWS TABLE 5 NOTES: GLASS TYPES A,B,G,H GLASS TYPES 0,D,E,F.I,J.K, L ANCHOR TYPE),2,3, WOOD 2, CONIC 1, CONC 2.3. WOOD 2. CONC 1, CONIC 1. ANCHOR TYPES: 8 SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZANIES 1 - 1/4' ELCO TAPCONS 2 - 1/4' ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (G5) !CO m '.m m fn co m 2. GLASS TYPES: WINDOW SIZE W � H HEAD & SILL ;g :� HEAD & SILL HEAD & SILL j 2 la HEAD & SILL HEAD & SILL , 2 HEAD & SILL , A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A 48.000x 38.375 1+02+1+02+11 2 1+02+1+02+1 2 1+02+1+02+11 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 C. 5116" LAMI - (1/8" HS,.090, 1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 48.000 1+02+1+02+13 1+02+1402+1; 3 1+02+1+02+1I 3 1+02+1+02+11 3 1+02+1+02+1' 3 1+02+1+02+113 D. 7/16' LAMI - (3116".0,.090, 3/16' A) ANCHOR QUANTITY REMAIN UNCHANGED. 50.625 1402+1+C2+1'.3 1+02+1402+1 3 1+02+1+02+1;3 1+02+1+02+1;3 1+02+1+02+1 3 1+02+1+02+1 E. 7/16" LAMI - (3116" A,.090, 3/16" HS) 3 F. 7/16" LAMI-(3/16" HS,.090, 3/16" HS) 54.000 1+02+1+02+1; 3 1+02+1+02+1i 3 1+0241+02+1) 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 G. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 318' SPACE, 5116" LAMI - (1/8" A..090, 1/8" A) 60.000 1+02+1+02+1: 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1I 3 1+02+1+02+1 i 3 1+02+1+02+1 3 H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8' SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) HS,.090, 1;8" HS) 63.000 1+C2+7402+1. 311+02+1+02+11 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1' 3 1+03+1+C3+1 3 I. 13/16" LAMI IG - 1/6" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" J. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3116" A,.090, 3/16" A) 53.125x 38.375 1402+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1; 2 1+02+1+02+1 2 1+02+1+02+1, 2 1+02+1+02+1 2 K. 13/16" LAMI IG - 1/8" OR 3;16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3;16' HS) 48.000 1402+1+02+1 3 1+C2+1402+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+113 L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 50.625 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1!3 1+02+1+02+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.000 1+02+1+02+11 3 1+02+1+02+1 3 1+02+1+02+11: 3 1+02+1+02+1i 3 1+02+1+02+11 3 1+02+1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+02+1+02+1;3 1+02+1+02+1 3 1+02+1+02+1; 3 1+02+1+02+1;3 1+02+1+02+113 1+03+1+03+1 3 63.000 1+02+1+02+1I 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1` 3 1+02+1+02+1 3 1+03+1+03+1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS 60.000 x 38.375 1+02+1+02+1 2 11+02+1402+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+020 2 1+02+1+02+1 2 JAMBS: 9" MAX. FROM CORNERS AND 22 112" MAX. O.C. 48.000 1+02+1+02+11311+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1',3 1+02+1+02+1 3 TABLE KEY: - 50.625 1402+1+02+113 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+113 X O X 3 1+020+02+1 3 1+02+1+02+11 3 1402+1+02+11 3 1+03+1+03+1 3 1+C3+1+C3+1; 3 ANCHOR QUANTITY PER JAMB 54.000 60.000 1+02+1+02+1 3 1+C2+1+02+1 3 1+02+1+02+1; 1+02+1+02+1 I 3 1+02+1+02+1 3 1+02+1+02+113 1+02+1+02+1 I 3 1+03+1+03+1 3 63.000 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1:' 3 1+02+1+02+1 3 1+03+1+03+1 3 HEAD AND SILL ANCHOR QUANTITIES 66.003 x 38.375 1+02+1+02+1; 1+02+1+02+1 2 1+02+1+02+11 2 1+02+1+02+1: 2 1+02+1+02+1; j 2 1+02+1+02+1 2 1+02+1+02+112 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) 48.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1' 3 1+02+1+0241; 3 1+02+1+02+11 3 1+02+1+02+11 3 ANCHOR AT EACH OPERABLE VENT 50.625 1+02+1+02+1; 3 1+02+1+02+11 3 1+02+1+02+1; 3 1+02+1+02+1 3 1+02+1+02+1'', 3 1+03+1+03+113 PLUS (1) ANCHORS AT FIXED SECTION. 54.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+0'2+1 3 1+02+1+02+1 i 3 1+02+1+02+1 3 1+03+1403+1 3 (9) ANCHORS TOTAL AT HEAD AND SILL. 60.070 1+02+1+02+1' 3 1+02+1+02+1 3 11-02+11-02+1 3 1+03+1+03+1 3 7+02+1+02+1'', 3 1+03+1+03+1; 3 (3" MIN. O.C. ANCHOR SPACING) 63.000 1+02+1+0241;3 1+02+1+02+1 3 1+03+1+03+113 1+03+1+03+1;3 1-102+1+02+1 3 1+03+1+03+113 74.000x38.375 1+0241+02+1 2 1+02+1402+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+112 25 3/4" MAX. 48.000 1+02+1+02+11 3 1+02+1402+11 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+113 -+1 H---3" MIN. 50.625 1+02+1+02+1 3 1+02+1402+1;3 1+02+1+02+1 3 1+02+1+02+113 1+02+1+02+1 3 1+03+1+03+113 1 /ai REF. I I t n54.000 1+C2+1+0241!3 1+C2+1+02+1•;3 1+02+1+02+113 1+C2+1402+1;3 1+02+1+02+1;3 1403+1+03+1 9" X 3 O 60.000 1+02+1+02+11 3 1+02+1+02+11 3 1+03+1+C3+1 3 1+03+1+0341; 3 1+02+1+02+11 3 1+03+1+03+113 7-\�,_/" PROL,UL'T RpwSED as complying with. the Florida 63.000 1+02+1+02+1 3 1+02+1+02+1j 3 1+03+1+03+11 3 1+03+1+0341; 3 1+02+1+02+11 3 1+03+1+03+1 3 MTG. FLAIL, TYP.- 6.�m de /�-r 84.030x 38.375 1+02+1+02+1;2 1+02+1+02+11 2 1+02+1+02+1 2 1+02+1+02+1 3 1+02+1+02+1 2 1+02+1+02+112 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS ,� / ^ u" D°e . -- AY- 2) 48.000 1+02+1+02+113 1+02+1+02+1!3 1+02+1+02+1 3 1+02+1+02+1;3 1+02+1+02+113 1+03+1+03+1 3 �AL." � 50.625 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1; 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1€ 3 (SHOWIN TABLE KEY ABOVE) SN fy,. ,;pe .'.. t°� 54 000 1+02+1+02+1 3 1+02+1+02+1113 1+03+1+03+1 3 1+03+1+C3+1 3 1402+1+02+1 3 1+03+1+03+1 3 G tai 60.000 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+113 1+03+1+03+1 4 1+03+1+03+113 1+03+1+03+1 3 25 3/4" MAX. 63.000 1+03+1+03+1; 3 1+02+1402+11 3 1+03+1+03+1; 3 1+03+1+03+1' 4 1+03+1+03+1. 3 1+04+1+04+114 •• ••• •I. 40-4.--111••-• 1/2"i'OP. • • 1 • •-.4.111-4-0-3" MIN 86.437x 38.375 1+02+1+0241;2 1+02+1+C2+11;2 1+02+1+02+1;2 1+02+1+02+1 3 1+02+1+02+1 2 1++t+02+1 02 2 •• +i l'4► •. i• *t •� U 1 _ 48.000 1+02+1+02+1'3 1+02+1+02+11 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+13 1+03+1+03+1 3 • nE i l• X• --•-..-- • •O • X qq 1 50.625 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+113 1+02+1+02+11 3 1+C3+1+C3+1 3 • • • • • • • • • . 54.000 1402+1+02+1':.3 1+02+1+02+1 3 1+03+1+03+1`3 1+03+1+03+1 3 1+02+1+02+1, 3 1+03+1+03+1 3 60 000 1402+1+02+1 3 1402+1+02+1; 3 1+03+1+03+1 3 1+03+1+C3+1; 4 1+03+1+03+1 3 1+04+1+04+1 4 MTG. RAIL, TYP.- 6 63000 1-03+1+03+1; 3 1+02+1+02+1; 3 1+03+1+03+1 3 1+03+1+03+1; 4 1+03+1+03+1 1+C4+1+C4+1 4 • Ei(AMPLE•GLUE•TER W/ CITY. OF (4) ANCHORS •3 Pit t& -- Rove BY ab: Relebe: • • ' • • • i • • 60.0.1.e • • • • • • - Render ab: ReWNne: 070 TECHNOLOGY DRIVE •ANLSHORy GE SPAEI/'iG,91fC341C (14/3-1/3-1/3� - N. VENICE. FL 34275 �4G •7.� , R�� a.: a P.O. 80X 1529 ALUM. I-TOR/ZONTAL ROLLERbV/NDOW, IMPACT Drew, Rr F.K. De. 2/28/06 Cssrbe Rr J.J. 1.4: 3/23/06 NOKOM.8. FL 34274 paargigy,peftet ami1'4 rfR7f0 NTS 9 . 11 4127-10 G A. LYNN MILLER. P.E. P.E.R 58705 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,. " " • • " ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: LN , ' . • GLASS TYPES C,D,E,F,I,J,K, L 1. ANCHOR TYPES: ANCHOR TYPE 2.3, WOOD 2, ONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1 - 1/4" ELCO TAPCONS 2- 1/4" ELCO SS4 CRETE -FLEX 3-#12 STEEL SCREWS (05) & SUBSTRATE ZONES ZONES • 1 ZONES ZONES ZONES 0 li m 0Q , m Q0 � m Q z1 m Q0 mi m Q0 7_1 09 GI ASS TYPES A. 5/16" LAMI - (1/8" A,.090, 1/8" A) I FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE W y H LLI N = eb m ' W r =eta M Q 6 (7)m = 08 , ' W (A = od � -Q., W to = ed 2 Q W �1 = B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/6" HS,.090, 1/8" HS) FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND 37.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 ': 2 1+C2+1 2 1+C2+1 2 D. 7/16" LAMI - (3/16" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+1 3 1+C2+1 3 E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 50.625 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 G. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/6" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5116' LAMI - (1/8" A,.090, 1/8' HS) 54.000 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 I. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 318" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) 60.000 1+C2+1 3 1+C2+1 3 1+C3+1 i 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 J. 13116" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.). 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.C90, 3/16" HS) 63.000 1+C2+1 3 1+02+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 '. 3 1+C3+1 3 L. 13/16' LAMI IG - 1/8" OR 3/16" A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 48.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 i 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 3 WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1' 3 1+C2+1 i 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 I 3 1+C2+1 I 3 1+C2+1 3 1+C3+1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 I 3 1+C2+1 3 1+C2+1 ' 3 1+C3+1 3 16 3/4" MAX. FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 JAMBS: 9" MAX. FROM CORNERS AND 22 1/2' MAX. O.C. _ 63.000 1+C3+1 3 1+C2+1 3 1+C3+11 3 1+C3+1 I 3 1+C2+1 3 1+C3+1 3 TABLE KEY: O X 53.125 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 ; 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 2+C3+2 1 3 ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1`:. 3 1+C2+1 3 1+C3+1 3 1 3 3 1+C3+11 3 1+C2±1' 3 1+C2+1 3 1+C3+1 3 I HEAD AND SILL ANCHOR QUANTITIES 50.625 1+C2+1 1+C2+1 A CLUSTER OF (3) ANCHORS 54.000 1+C3+1 3 1+C2+1 3 1+C3+1j 3 1+C3+1 i 3 1+C2+1i 3 1+C3+1 3 CENTERED ON THE MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+C3+1 1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 PLUS (2) ANCHORS AT OPERABLE FIXED SECTION. 63.000 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+11 4 1+C3+1 3 1+C4+1 3 VENT AND (7) ANCHORS TOTAL AT HEAD AND SILL. 60.000x 38.375 1+C2+1 3 1+C2+1 2 2+C2+2' 2 1+C2+1I 3 1+C2+11 2 2+C2+2 2 48,000 1+C2+1 3 1+C2+1 3 2+C3+21 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 (3" MIN. O.C. ANCHOR SPACING) 50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1; 3 1+C2+1, 3 2+C3+2 3 54.000 1+C3+1 4 1+C2+1 3 .2+C3+2 3 1+C3+1I 4 1+C2+1 3 2+C3+2 3 I I 163/4" MAX. H-3" MIN. 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1I 4 1+C3+1' 3 2+C4+2 4 1 - . t tot 9' REF. 1 1 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 X ,y. O _�� 66.000x 38.375 2+C2+2 3 1+C2+1.1 2 2+C2+2' 3 2+C2+2; 3 1+C2+1 2 2+C2+2 3 �--- rt:cmurrtzrvls^v xcomplying with the Honing taWl�egcnae 48.000 2+C2+2 4 1+C2+1 3 2+C3+2; 3 2+C2+2i 4 1+C2+1 i 3 2+C3+2 3 MTG. RAIL - A Lepumu; «O -O ' V 1� NU EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Cxnirstio90•e PEW, 2011 50.625 2+C3+2 4 1+C2+1 3 2+C3+2 i 3 2+C3+2I 4 1+C2+1', 3 2+C3+2 3 54.000 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2j 4 1+C2+1, 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) e17 4 „AU. . u ati na3ePro dact • .n(f/' I 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1', 3 2+C4+2 4 (`J/ 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 j 3 2+C4+2 4 16 3/4" MAX. • • • • • • • • • �+-1 1R"4YP 74.000 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 • •••• tl�Ii,-:" MW. - 48.000 2+C3+2 4 2+C2+2 3 2+C3+2; 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 •• s9L_• •1-4-4• i the � �•• o • • 50.625 2+C3+2 4 2+C2+2 3 2+C3+2 i 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 •• ••-1,-..„ -• • 1,_r•-- 54.000 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2! 4 2+C3+2 3 2+C4+2 4 MTG. RAIL 60.000 2+C3+2 4 1+C3+1 3 2+C4+21 4 2+C3+2. 5 2+C3+2 3 2+C4+2 4 _ 4- 63.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C4+2I 5 2+C3+21 4 2+C4+2 5 *EXAMPLE Egl4STFERW/ QTh'*OF f4)ANCHORS 6 ly I( Reel BY New RertlnM' • •o�okre • • • • • • ACIl1'G,•OI�AND XD WINDOWS ... Rene, Ry: Dm: Wrypm: 1070 TECHNOLOGY DRIVE N. V ENICE, O Y DRI 11 11 • �4NCH0N4G€ n0i - ' Re�RY a., a•aM. P.O. PO% 1529 ALUM. H•ORIZbNTAL RbLLER•W/NDOW, IMPACT asat't Ra' Rr. A. LYNN MILLER P.E. Denm By F.K. Dow 2/28/06 Malted BY J.J. fele: 3/23/06 NOKOM'S, FL 34274 Pagn§54,T��' HR710 I NTS 10 a 11 4127-10 G P.E.#55705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 0011 • • • 4100 • • MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1 3/4" MIN. E.D. TYP. 1" MIN. EDGE NOTE 1 CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM WOOD ANCHOR, NOTE 2 2x WOOD BUCK, r NOTE 3 1 3/9" MIN. DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 /4" MAX. 13/8" MIN. WOOD ANCHOR, NOTE 2 1/4' MAX. SHIM -.I CONCRETE ANCHOR, NOTE 1 /4' MAX. SHIM 1 1/4" MIN. (1.5 KSI CMU) I° OR PER NOTE 1 ' (3.4 KSI CONCRETE) NOTES: 1. FOR CONCRETE (APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE 412 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. 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 ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 1 3/4" EXTERIOR INTERIOR °- MIN. E.D (HEAD & SILL DETAILS A, B, C, D, G & H) TYP. 2x WOOD BUCK, NOTE 3 J 1z WOOD BUCK, N DETAIL E TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM '• NOTE 1 :9 1 3/4" MIN. MIN. 3.4 KSI^ I E.D. TYP. CONCRETE 2x WOOD BUCK, NOTE 3 DETAIL C SEE NAILING (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR, NOTE 2 2-1/2" MIN. EMBEDMENT DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2 112" NAIL AT CORNERS AND 5' O.C. TYPICAL DETAILS G, H & I. SEE NAILING 3/8" MIN. TYPICAL FLANGE FRAME SILL SECTIONS 5/8' MIN. EDGE I —�— 5/8" MIN. )11 �I 11. • 1r �2-s/2"N: LSEE NAILING • • ••• • • • • • • •• • • • •• /8" MIN. EDGE 2-112" MIN. EMBED DETAIL G (SILL) Pawl By Dowd By Fowl Oy Data: Dr. RareMe: I Der: Pewaa Drown By: F.K. Dar: 2/28/06 J.J.Gad. sal Dryer I 3/23/06 1070 TECBNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 DETAIL I (JAMB) •TY.P.IGAL IIyT Fj/ .FIN FRAME iSECTIONS • t� • • • • ANCHCPAC*'DETAV. ALUM. HORIZONTAL R@LLERDWINDOW, IMPACT Pac]t624d1etfer sneer D.r.wBo HR770 Half 11 11 4127-10 eG PROOUR f REVISED as wmplying with the Piteida Bailda m Cote ,;�� No 16 0 14.1 ,:-.cgieapttw�n Dat¢ ��a �Z1 Ry Istnni . DOR DTOLDCI Ga:vul� a 61St(, L. A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately reydlte,•atodify, or suspend the use of such product or material within their jurisdiction. RER reserves the right t revoke rlfi acceptant,•: • if it is determined by Miami -Dade County; Product Control Section that this product or material fails•{o meet the • requirements of the applicable building code. •• This product is approved as described herein, and has been designed to comply with the FlpQ6la Building pde, • • • • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www. miamidade.gov/economy DESCRIPTION: Series "FD -101" Aluminum French Doors w/wo Sidelites— L.M.I. • APPROVAL DOCUMENT: Drawing No. 11005-1 Rev F, titled "Alum. French boor &, Mldeites, Impact", sheets 1• • ••• • •• •••• • • • • • • • • through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Inditstr4es, signwl and sealedlw.:. Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp witrtte•Notice of • Acceptance number and Expiration date by the Miami—Dade County Product Control Section. � •••• � • IMISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Use of Table 1, require full length reinforcements (item #22) for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX door or O (sidelite) shall control. 2. All laminated glazing options (glass tykes, A, B, C, D & E) must have 3/16"HS glass at interior side. 3. 1/4" Elco Ultracon (former Tapcon) to be 4"0C into Conc. and 6" into CMU (jambs). 4. lx or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. 5. Applicable Egress requirement to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or 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 Oall be provided to the user by the manufachirer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-0528.24 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. •• MIAMI-DADE COUNTY AV,"‘" `\\) APPROVED Page 35 of 47 NOA No. 16-0629.17 Expiration Date: October 18, 2017 Approval Date: July 21, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94. . • •• •••• Along with marked -up drawings and installation diagram of Aluminum Stiding Glassppin (w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration TestfrfgY,"aboratoff,•lhc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16:n67 'I/16 and V20/1i•, all signed & sealed by Idalmis Ortega, P.E. •••••. •• •• • • • .•• • • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FPG.T:AS 2Q2-94 • • 2) Large Missile Impact Test per FBC, TAS 201-94 •• • • 3) Cyclic Wind Pressure Loading per FBC, TAS 113. -tri ••. Along with marked—up drawings and installation diagram of fixed sidelite,(0) yAT/ ins-4MA• •••, • laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test liaport$ No(*ITL- 6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files:l#12- 0516.02/# 11-1013.22) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water.Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 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 (5t1' Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-,1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Islhaq I. Chanda, P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18, 2017 Approval Date: July 21, 2016 E-1 Page 36 of 47 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS •.•• 1 Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont • • • • • • DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/61.1/16. ; .• 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA''former • •• •• • • Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. ••. • • • • ••••• •• F. STATEMENTS (Submitted under file #15-0528.24) • • •• • • • 1. Statement letter of conformance to FBC 2014(5 h editionland letter of no financiai4.1#arest, . • • prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E. • • 2. Lab compliance as part of the above referenced test report. • •' • •.• G. OTHER 1. This NOA revises NOA #15-0528.24, expiring 10/18/17. 2. Test proposal # 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascon, P.E. shag I. Chanda, P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18, 2017 Approval Date: July 21, 2016 E-2 Page 37 of 47 • • •. .• • • •• • .• • • • •41 • ••• • •• •• NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFI EX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AFBPA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 • A IS I -S 100-07/S 2-2010 B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/10" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. D. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3116" 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 118" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. CONFIGURATIONS: X, 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 FTL-4964, 5212 & 6864; ELCO ULTRACON NOA'S:; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. (73 EXTERIOR 1 /8" AN. OR HS. GLAS .090 PVB INTERLAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 1/2" GLASS BITE \ 4 3/16" HS. GLASS 3/8" NOM. GLASS STACK 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 (30 173 EXTERIOR —(93 3/16" AN. OR _ HS. GLASS .090 PVB INTERLAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 1/2" GLASS BITE (9 /4 /4 3/16" HS. f GLASS 7/16" NOM. f GLASS STACK 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE... ...... 8-10 GLASS ABBREVIATIONS AN. = ANNEALED HS. = HEAT -STRENGTHENED TP. = TEMPERED (30 80-83 (74 EXTERIOR 1/4" AIRSPACE 3/16" TP. GLASS .090 PVB INTERLAYER (DUPONT BUTACITE) 1/2" GLASS BITE f (94 _ 3/16" HS. GLASS 13/16" NOM. GLASS •• •s-re,4 • • 193116"1.141.1t PJOM • • • • G LAZOG Of:TPOM E,•NO+f P 1 • • • 1/8" HS. GLASS • • •• 1'ROOUC f REVISED arhk tYs Florida Owls No rf./7 SNOW*: Date Ocr4,,2�17 7redecel CtotmJ W z` O r co Ln 0 �o a° W 8 C CERT. OF ACTH. #29296 • ••• ••• ••• • • • • • • •• • • • • • •• •• •• • • ••• • • • •• • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XX, O, OX, X0, 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 ORT- HEIGHT R THEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 3° 371/2'1 6° 713/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 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 36 1/6" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -75.0 -64.2 -63.1 O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E 36 3/4" +75.0 -75.0 +75.0 - 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 NOTES: 1. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16' HS) D. 7/16" LAMI (3/16" HS, ,090 PVB, 3/16" HS) E. 13/16" LAMI IG (3/16" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3/16" HS) 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 731/2" MAX. OXO WIDTH = 109 1/2" MAX. XXO/OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. -75.0 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. TABLE 2. APPROVED (THE LOWER REINFORCEMENT DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY CONFIGURATIONS: DP FOR OX, XO, OXO, XXO, OXX & OXXO THE DOOR OR SIDE LITE PREVAILS.) IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C, D OR E HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 25 1/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 271/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 28 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 46.2 +43.6 -43.6 +41.4 41.4 +39.3 -39.3 28 331/2" 54 633/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE O WIDTH GLASS TYPES A, B, C, D OR E 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 361/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. 0X0 WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 /-43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 /-43.1 PSF 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. Pa go Of nT •• ••• • • • • • • • • • • • •• • • • •• ••• •• • • • •• PRooucrREMEo M vNhthe Flurt3, Isam•es Code •""Punct No 14-6624.11 El••••..D.,;72,47:12L1 A.* r•snt,cosi,y Y O O a a 8 8 z co w w d Z c d5 oa O I o 3 � v O LL �O N Z 0 la CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • .• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 73 1/2" MAX. 109 1/2" MAX. 36 3/4" _ 36 36 3/4" fes— MAX. MAX }� SEE NOTE 3 " MAX SEE NOTE 4 OX OR XO i 1E O 37 1/2" \ MAX A-1 \\41 \\�/ 10)`\ `\) l� / / / / /x in!AcT qk‘,. ►1 I } 1103 \V/\ 40" (TYP.) 0 l E�E 0 \\ 49)MAX. i X\ \ \84 \ i ii �// / L� MAX. DLO TYP. 95 HT. TYP. 3!8" 3/4' A ---- X (49 % / (103) E1 U /\ x IE 36 3/4" MAX. 143 3/4" MAX. SEE NOTE 3 36 3/4" MAX. SEE NOTE 4— OXO "—SEE NOTE 4 SEE NOTE 4—r' 71 3/4" MAX. 24 9/16" MAX. f DLO (TYP) 1K I, \\41 \\�/ 10)`\ `\) l� / / / / /x in!AcT qk‘,. (TY r I 1E _ `� 41 \\ /// //// � / � EI %x INACT 0 l E�E 0 (49 \ /�\ 0 _ \1031 ,,`- �'� X A::r\, �i1 SEE NOTE 4— OXO "—SEE NOTE 4 SEE NOTE 4—r' 71 3/4" MAX. 24 9/16" MAX. f DLO (TYP) 1K (49 / \ /\ \ W \ /\ \ \ \ \ x Ac\\ \\41 \\�/ 10)`\ `\) l� / / / / /x in!AcT qk‘,. A XX NOTES: jC F 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 95 3/4" MAX. (TYP.) 84 3/8" MAX. DLO (TYP.) �F B O G G OXXO (a1) DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -3 1/8" — SEE NOTE 4 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. • • • • • • • • • • • 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. • 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', 'OX', 'OXO"XXO','OXX' AND'OXXO' CONFIGURATIONS. • • • • • 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). •• • 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH/2 -4.079) • • • • • • • • • • • • Page-411n1.4J s/4" X. P.) PROMJC I REV(680 +P w li► the Flur{dn wud;eg Cede Aeeeptee., Ivo 16-x621,17 £ipirrelee Ogle 101172 rodeo Coetrol 0 o° 0 z 0 u_ 20 .s 0 0 u_ vo N co EZ 0 s' Y LL. N N N 0 w U Cc11-716 . A. LYNN MILLER P E. P.E.# 58705 • ••• • • • • • • • • •• ••• • ••• ••• • • • • • • • • • • • • • • • • •• • • • • •• • C • • • • • • • • • • • • i • • • • • • • • • iiweooucrteev�sen sie cuhlA7'ift i/6 dr FloriA� lwMieg e•da A<apleete No 2rj_� \ l MI EXTERIOR INTERIOR fl.s4 L .l 1.�L �-- , (64 AT HEAD/JAMB O m'` O o Si .. o'zr S ; 3• D_ 2 � o � P /37 �, /- (600 — _ CLEAR -COLORED SEALANT I�� _ E —{65 AT SILUJAMB EXTERIOR INTERIOR 7J 1 nn /j N cx O � H (.?D 47 A MAX. MAX. MAX. SIDE rO T Zco O OW p . I -i-117- Z . 8 N 8 $o � DLO DOOR DLO 'V LITE �1 , HEIGHT TU..S. ® HEIGHT Ill � a ok>-Q I_Q<Wz o ®W N• gip Lk 2O -U ^p� Z '� ~W>a� Fo e Q `8Z W V SL VIEW G -G (61 ` CORNER ASSEMBLY (30 . ,---,1 G1 ‘is, tg A. LYNN MILLER, P.E. P.E.$ 58705 (12 (40),\ r��a 1.489 • •• (11 „' (3 / DOOR SECT. A -A t •• ••• • • • • SL SECT. B -B •• •• • • • • VERTICAL VERTICAL ••• ••• •• • • • •• Pang. a n� • ••• ••• ••• • • • • • • • • • • • • • • • • • •• •• • • • i•• • • • • • •• • • • • •• • • ••• • • • • ••• • • • • • • • • • • • MAX. DOC WIDTH 49 ,n(36)34)_ `\ MAX. DLo 'XX' SECT. C -C � 44) HORIZ. —MAX. 'X WIDTH 4 l46) 21) 7 MAX. SL WIDTH L MAX. DLO r 'X' SECT. D -D HORIZ. SPACING, SAME AS /FH\67 I JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) DLO \\. 66162 \�62 �� SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND i NOTES ON SHEETS 1 & 2 FOR APPLICABILITY <5) I _MAX. - DLO MAX. SL WIDTH liii •• • • •• • •• ••_• f • l • I L ice.^ L—. 1 i / /,_ / i I —.I � •. 1 M� i i .E£_( \ - vv 1 ,n(36)34)_ `\ MAX. DLo 'XX' SECT. C -C � 44) HORIZ. —MAX. 'X WIDTH 4 l46) 21) 7 MAX. SL WIDTH L MAX. DLO r 'X' SECT. D -D HORIZ. SPACING, SAME AS /FH\67 I JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) DLO \\. 66162 \�62 �� SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND i NOTES ON SHEETS 1 & 2 FOR APPLICABILITY <5) I _MAX. - DLO MAX. SL WIDTH INTERIOR \v7 EXTERIOR • 6 .. • • a, . • • •"-•' • • • ••• • • • • • • • • • •• ' MAX..] DLO SPCT; . ..F -F •• . ... .•.. SL HORIZ. (SIOGLE;$I17E LnEX • I" 0^3 of 47 •• • • • • • • • • • • ••• • • YTOOLJC C REMEO coetplyiog wick tMe FNMA cism,NAK MAL. Accegryacx Nej� LI_H 7 ,apir+li•u mte\.421 t 2 X47 toe IN,Ar act Codolnor---s Y co O �O t� A C 2 co Z 0 H U W J N Z O N :g 1:K am • CI O i O 's 0 0 LL '0 yLO Z N 0 8p pLL N rn N A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • liii •• • • •• • •• ••_• f • l INTERIOR \v7 EXTERIOR • 6 .. • • a, . • • •"-•' • • • ••• • • • • • • • • • •• ' MAX..] DLO SPCT; . ..F -F •• . ... .•.. SL HORIZ. (SIOGLE;$I17E LnEX • I" 0^3 of 47 •• • • • • • • • • • • ••• • • YTOOLJC C REMEO coetplyiog wick tMe FNMA cism,NAK MAL. Accegryacx Nej� LI_H 7 ,apir+li•u mte\.421 t 2 X47 toe IN,Ar act Codolnor---s Y co O �O t� A C 2 co Z 0 H U W J N Z O N :g 1:K am • CI O i O 's 0 0 LL '0 yLO Z N 0 8p pLL N rn N A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • ITEM DWG# PGT# DESCRIPTION 1 9438 60411 FRAME HEAD 2 1010 8.3300 WSTP.,Q-LON.190 X.375 HIGH PRODUCE REVISED, 3 7070 67070K BULB WEATFIERSTRIP.187 X.300 HIGH u aixe1ng wills Hoe Florid& 4 955 7955X FLUSHBOLTSTRIKEPLATE foriengAeKeNn 5 938 7938X 2 PT. LOCK STRIKEPLATE 1!-o6z5.1 % Expire*** 6 956 7956A FRAME HEAD STRLKEPLATE BACKING PLATEL SI ICONE n7--HOT-MELT BUTYL Dote /^t.. 7 70995 FPXP #632X PH. FL M5-5,6.LD I STRUCTURAL �� q_ �, Utter`- ` \ 8 995 70995 FFLAEPATCH GASKET (BETWEEN THRESHOLD &FRAME JAMB) (B SILICONE �` �Ca+ „. ri `, H�,,, l.^o� 9 956 70996 GASKET (BETWEEN HEAD & FRAME JAMB) STRUCTURAL � 114" NOM. FOAM \\-3116" NOM. 10 982A 6533016 FILLER HEAD ADAPTER POLYISOBUTYLEN WITH 11 11000 811000M OUTSWING THRESHOLD WITH DESICCANT DESICCANT 0 i 12 1670 671670 WSTP, .350 RD FOAM FLL T -SLOT (AMSBURY#32011) //� 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER EXT. GLASS / /• EXT. GLASS-�J/(X/•// / N Iy 14 11001A 411001A ACETAL SPACER .0E5 (INHOUSE IN.ECTION MOLDED) / �� X. � 6 15 11002A 4110E2A ACETAL SPACER .095 (INHOUSE IN.ECTION MOLDED) 16 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) � j///../,,,,'17/ <i;/////11/// CO O I- 20 9151) 60380 FRAME JAMB (OUTSWING) / •• ''/ ,/// X 0 o O 21 1010 60300 WSTP.,O-LON.190 X.375 HIGH c✓7�_/ INT. GLASS (//,/,'"' INT. GLASS �O $ � .„-- 22 22 6606 66808M REINFORCEMENT, 1.000 X2.750 X0.650, 6061-75 w 23 1140 78X112PSATS #6 X 1.500 PH SQ A T/S C �! E O 24 1048 71048 JAMB SCREW' COVER CAP -, KODISPACE SUPER Tn z° 0 25 930 41721N STRIKE PLATE INSERT e1)' 4SG TPS 813 SPACER® NXTTM I- 26 1118 710X34PFA #10 X.750 PH. FL SMS 27 707D 67070K BULB WEATHERSTRIP .187 X.303 HIGH J o 30 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL 0 31 911E 6911 DOOR PANEL, SIDE RAIL 0O 32 917 7FRM0 HINGE EXTRUSION ---. - ' --- - - - ` 33 1178 71058FP W,B #10 X.625 PH. FL SMS ALUMINUM cri 4S' e O 34 913A 60378M TRUSS CLAMP REINFORCEMENT w o o CO 35 1130 61RODA 5/1618 THREADED ROD POLYISO- DESICCANT FILL AREA tr H 36 990 7993NUTA 0/1618 FLANGED HEX NUT • BLTTYLENE �5lT6" NOM. 18 O 37 814A 60379M WEATHERSTRIP CHANNEL 5/16" NOME SEAL rr 1��I' \l O E 0 � 38 7834FPT #8X.75 PH. FL. TEK BUM & % 1 / SILICONE SEAL ( T 0 7 Cl P Z t 039 997 70997 GASKET (BETNEEN PANEL HEAD/SILL 8 PANEL 57LE5) DESICCANT <� \� / ROLL -FORMED I l� ¢ i = y 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL FOAM STAINLESS STEEL • y 0 AI 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) � LZ (D 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPEEXT. PE BDS GLASS / / .r-- � L!! .a 43 1212 7P30GG SILL DUST PLUG (NACTNE PNL) EXT. GLASS / I 0O J O 44 9838 6983 DOOR PANEL ASTRAGAL 1(OUTSWING) / /�� /� 45 9848 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) / /� j .. O L 4 2 .8 0' 48 1213 60200K WSTP.,Q-LON .190 X.200 HK3H �� / /� $ o 1--' � 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) </ / INT. GLASS �/� INT. GLASS • Q J 48 1139 7634F #6 X.750 PH. FL. SMS I LL z o` d o G Q A 49 962 FD2PTAY zPT. LOCK ASSY. TM 50 6RIB0FS RUBBER SLEEVE DURASEAL'� XL EDGE 51 930 41721 STRIKE PL. INSERT (INACTIVE PANEL) g2I 831 SPACER SPACER, e 52 931 7FRSPX DEADBOLT STRIKE PLATE ® oN "i R 53 1118 710X4PFA #10 X.750 PH FL. SMS NP. 64 957 70967X HANDLE STRIKE PLATE yM y (? _nn 55 1118 711004PFA #10 X.750 PH FL. SMS o x FF 60 920D 69200 SIDELITE HEADER Part# Description Material Etii gui a 61 921D 6921 SIDEUTE SILL L4 - 62 9168 60381 SIDEUTE JAMB 80 Kommerling 4SG IPS Spacer System • ItR O e' O 63 1155 781PQA #8 X1.000 QUAD PN. SMS . 0 O z • 64 996 7998 HEAD GASKETS (STOCKING #70998) 81 QuanexSuper Spacer nXfwith Hot Melt Butyl Sheetforoz 65 999 7999 SILL GASKETS (STOCKNG #70999) BZ Quanex Duraseal Spacer 0 66 934A 61641M SIDEUTE JAMB ADAPTER • • • • • • • •MatgTiali 67 #12 X 1.003 SHEET METAL SCREW 83 Cardinal XL Edge Spacer • • • • • • • • • • 70 712653K SETTLING BLOCK, 3/32" X 1/4• X 1" W/PSA REFERENCE TEST REPORTS: FTL-8717, 8%& 8970• � . w ; 71 71267K SETTING BLOCK, 1/18' X 1!7 X1" W/PSA • • 72 4222A 64222 BEAD, 71 • • • • • • 73 988 6988 BEAD, 341"6" • • • • • • • 92 986 64906 BEAD, INTERIOR 93 1224 61P247 BULB, THICK (USED IN EXTRUDED BEAD) /, 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT - L� - r 95 GLASS, 3/e " LAMI - 118• A .90 PVB, 3/16" HS • • • • • • • • • • • • • �� 6 YI`h 9E GLASS, 3/8" LAMI - 1/6' HS, .90 PVB, 3/16' HS • • • • • • • 97 GLASS, 7/16" LAMI - 3116" A, .90 PVB, 3/16" H9 • • • • • • • • • • • • • 96 GLASS, 7/16" LAMI •3116" HS, .90 PVB, 3/16" HS ••• ••• 102 103 1I006A 141106A OFF -THE SHELF ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) DEAD BOLT LOCK ITEMS # 17-19, 28, 29. 56-59, 68, 69, 74-79, 84-91 & 99-101 ARE NOT USED AND POESIOT FI ART OF THIIDAPPRO•AL. • • A. LYNN MILLER, P.E. Pzg 43 rev P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • ---1.750 4.626 .062 4.000 �, DOOR PANEL 30) TOP 8 BOTTOM RAIL 6063-T5 i 1.400 3.655 4.726 4.100 3.111 31 .550 .050 --I4- FILLER HEAD ADAPTER 34) -- DOOR PANEL SIDE RAIL 6063-T5 4.726 1.500 - r.1251_ .750 l 10) � 6063-T6 UFRAME HEAD 6063-T6 .050 079 .489 3.000 1 1.479 J_ 1.4189 t OUTSWING THRESHOLD cl I 6063-T6 6.085 5.459 L (60 } } TRUSS CLAMP 6063-T5 4.100 DOOR PANEL (44) INTERIOR ASTRAGAL ✓ 6D63 -T5 3.100 H.-.558 378" GLAZING BEAD 6063-T5 SL HEADER 6063-T6 .750 .075 4.675 - 1.750 (45 4.726 4.100 DOOR PANEL EXTERIOR ASTRAGAL 6063-T5 1 72\ 7/16" GLAZING BEAD �J 6063-T5 4.586 f 5.212 1 3.100 61) SL SILL 6063-T6 Pay= as n£ 47 830 •• •• • •• 3.000 1.480 - fl DOOR FRAME, JAMB 6063-T6 t, SL JAMB 6063-T6 • • .050 I-- (3.7) WEATHER STRIP CHANNEL - 6063-T5 A 2.125 (37 HINGE 6063-T5 .683 I-.-- .172 .050 1 ►{ 1.092 0.375 -.125 ( 74\ IG GLAZING BEAD 6063-T5 .504-H 360 OUTSWING THRESHOLD CHANNEL COVER fibE3-T6 498: • • •• • 11-- • • 2.750 • • • 7 •• •• .050 • ti• •••••Ia• • -.} JArB • ( 66) AGAFrER • • • • • (• ••* /UBt. MULL • 09� 6063-T6 • • \ �/ 6063-T5 1 1.000 f rRODUCrREVIS O e.re with. tfle Florid. Cede AcceRtaace Nn IL -!IG Zr9.j1- tsMtaNM+f4te in Mr «1 tk• t- rogItel C,,,g r N e- 0 71- C) O 8 0 o` rc tr 0 z Z O c oCC I - 8w F- U a_ 2 U W H J W _0 L ots O O 0 U Z W LL -2¢ a O 0 LL �O iO N Z 0 s 14- '2 N CERT. OF RUTH. 129296 .r- 2rMI C A. LYNN MILLER P.E. P.E.# 5E7E5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HEAD ZONE "C"—i JAMB ZONE "A" / X JAMB ZONE "A" SILL } ZONE "C" SEE TABLE 3., SHT. 9 JAMB ZONE "B" JAMB ZONE "A" HEAD HEAD HEAD } ZOE E }—ZONE ZONE1 JAMB ZONE "B" I SILL I SILL ZONE I ZONEL"F" 1 ZONE E" SEE TABLE 7., SHT. 9 E" HEAD HEAD ZONE "D"ZONE D"" SILL 1 SILL 4 ZONED" ZONE "D" SEE TABLE 4., SHT. 9 JAMB ZONE "A" JAMB ZONE " HEAD ZONE "E"--1 3 L o _ CO 2 O JAMB ZONE "8' SILL I f ZONE "E" T SEE TABLE 5., SHT. 9 HEAD HEAD rZONE "D" ZONE "-F" ZONE� ..E., m Lu, o N to / \\ / \\\ m ' XXO OR OXX \ o I A. 19' x 83 3/4" SIDE LITES "B" AND m "E" ZONE ANCHORS FROM *w TABLE 7, SHEET 9. Z 0 N \\ \ \\ / g i * CCI * / �. y \ / SILL ISILL ZONEHr- SILL I lk _ •s�20NE•{ \\ \ SILL SILL r ONE ZONED ZON SEE TABLE 7., SHT. 9 HEAD HEA �ZONE D "E" I JAMB ZONE "A" // XO OR \ OX ZONED" ZONE "E" SEE TABLE 6., SHT. 9 HEAD JAMB ZONE "B" x = MINIMUM JAMB ANCHOR LOCATION. - = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3-7 ON SHEET 9. ZONE F • ZONESI� } ZONE �ZONE "F'--r-ZONE"F"—} ZONE ANCHORAGE SOLUTIO m Lu, o N to / FOR CONCRETE �\ [ OXXO INSTALLATION / / A. 19' x 83 3/4" SIDE LITES "B" AND m "E" ZONE ANCHORS FROM *w TABLE 7, SHEET 9. Z 0 lOXXO j t\ \\\ \\ \ /. / �l / / * PLUS; m ¢ B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: * x �. y TOTALS (4) TYPE 1 OR 2 ANCHORS SILL ISILL ZONEHr- SILL I lk _ •s�20NE•{ y �. EACH JAMB AND 2+5+5+2 = (14) • �9 iYP1,OR 2 ANCHORS AT HEAD Fi • w,E.• • • Np AT SILL. SEE TABLE SHT. 9 • • • • • • EXAMPLE OF ANCHORAGE FOR A 74 3/4".43 3(4" •04:)0tR: • ANCHOR LOCATION FOR WITH 19" x 83 3/4" SIDE LITES rStE SQLtRIONAI RIGHT) • • • • EXAMPLE ABOVE „E„ NOTES: 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 6" MIN. O.C. FOR CMU). SEE EXAMPLIOZ:D•ANCHCI;CAYtt:ABOVe •• • • JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. • • • • • • • • HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS; 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. • • • • • • •• •• s • • • • • HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. i • s • • • • • 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. _Po'K'f'P7"`�'"'"" PROD UC f REVISED ea rompyin with ILc Florid.. landioa Cale Accepts.. No /6 -64.29 • I Expiration Dntr_14144 _1-( 11�ad�Daes. natt Caotnd N V 0 0 0 5 Z O H w J w W O -11 Q O U aQ H- U a. 2 vi w H- J W 0 F O O U Z W LL d J C rc • 0 =o 0 O LL v0 co C aZ r O op yw rc^ O N N pLLX� SV ©V1 W2p0 rja0 o� N ERT. OF AUTH A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • •t• • • • • • • • • • t • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3. X DOORS TABLE 4. XX DOORS TABLE 5. O SIDE LITE TABLE 6. XO & OX TABLE 7. OXO, XXO, OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO & OX) & OXXO PRoUucr REVISED GLASS TYPES A, B, C, D, E GLASS TYPES A, B. C, D, E GLASS TYPES A, B, C, D. E GLASS TYPES A, B, C, D, E GLASS TYPES A, B, C, D, E 1. 1/4" ELCO TAPCONS as cwipyiay wiik 14e rlorl,h. briding ow. las ANCHOR TYPE & SUBSTRATE 2.3, WOOD 1,2, CONC ANCHOR TYPE &SUBSTRATE 2,3, WOOD 1,2, CONC ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC ANCHOR TYPE &SUBSTRATE 2,3, WOOD 1,2, CONC ANCHOR TYPE 8 SUBSTRATE 2,3, WOOD 1.2, CONC 2. 114" ELCO SS4 CRETE -FLEX MASONRY ANCHORS ErCCe -6 Z -/ rir+d•r iNa I , 7 t E"�t--1"'5--{-'-(Iex DOOR WIDTHS LOAD ?ONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES `.y 'X' - 25.50 La > Lu j "XX - 47.75 w m "O" - 10.75 "X' - 25.50 TO 37.50 "X' - 25.50 TO 37.50 u - 3. t�12 SCREWS (G5) ' ' TO 37.50 ¢ v 1 N w w, O. . J 1.1 N Q w TO 71.75 Co 2 p .; i1 � namQ 3 1.- a 71 a'Na�m m 2 _- o e o.1 LL r ❑` � TO 36.75 m w m m w J v_i iu0 J m in J m - iu� m rn E - N c "XX" - 47.75 TO 71.75 m w L. N N o ¢ ,w -, m - = m o a w 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE Y 07 V I- s LL p WIDTH x Hf. m x o ¢¢ m = i 1--, x x �i m x o 0-, ¢¢ m x x r¢- ,C x WIDTH x HT. 2 x x a-¢- w 3 w 3' = o x w x � x� x¢ x -.. 2 x x ¢-¢ w 3 = o= x_i x¢ w 3 w x x 2. WIDTH x HT. Co F -a, 0 o a x I � 0 m < O ❑ a i O SIDE LITE WIDTH x HT. m a 2¢ , z O O m a i x x m a. = O O a m x x x SIDE LITE WIDTH x HT. m 2¢_ �= O L3 0 w x"4= X< - x m a 2 a O O x x x x SOLUTION ON SHEET 8. O ,' 0 O ''t - O 8 [n LL1J U Q W 2 _ 25.50 x 79.75 5 2 7 4 2 3 47.75 x 79.75 4 3 6 4 2 3 10.75 x 79.75 4 1 4 1 10.75 x 79.75 4 2 H 4 2 F 10.75 x 79.75 4 2 4 2 CC g CO to • O 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 1 4 1 83.75 4 2 •g 4 2 3 83.75 4 2 4 2 0� o o Q W q 0 87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 1 4 1 87.75 4 2 4 2 Ir- 87.75 4 2 p 4 2 p W it 91.75 5 2 7 4 2 3 91.75 5 4 7 4 2 3 91.75 4 1 4 1 91.75 4 2 O 4 2 O 91.75 4 2 3 4 2 3 Z J 95.75 6 1 2 7 4 2 3 95.75 5 4 7 4 2 3 95.75 4 1 4 1 95.75 4 2 4 2 ce 95.75 4 2 0 4 2 0 � p O 27.50 x 79.75 5 2 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.75-4 2 u_ 4 2 2 12.75 x 79.75 4 2 Q 4 2 p p C7). Li - 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 2 O 4 2 a 83.75 4 2 � 4 2 L3 Q � O 87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 2 m4 2 m 87.75 4 2 Q 4 2 Q O H O 91.75 6 2 7 4 2 5 91.75 5 4 7 4 2 3 91.75 4 2 4 2 91.75 4 2 r 4 2 F 91.75 4 2 n 4 2 7 ., H Q L 95.75 6 2 7 4 2 5 95.75 6 4 7 4 3 5 95.75 4 2 4 2 95.75 4 2 EO 4 2 EO 95.75 4 2 Q 4 2 Q -,,, ♦: C o Z v 29.50 x 79.75 5 2 8 4 2 3 55.75 x 79.75 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.75 4 3 LL 4 2 LL 19.00 x 79.75 4 3 LL 4 2y, LL k' �° Z 2 s, 83.75 5 2 8 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 3 w 4 2 w 83.75 4 3 0/ 4 2 d w Z o t 87.75 6 2 B 4 2 5 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 3 F 4 2 F 87.75 4 3 Z 4 2 Z U' W 91.75 6 2 8 4 2 5 91.75 6 4 7 4 3 5 91.75 4 2 4 2 91.75 4 3 Q 4 2 Q 91.75 4 3= 4 2= O LCL O 95.75 6 2 8 4 2 5 95.75 6 4 8 4 3 5 95.75 4 2 4 2 95.75 4 3 =O 4 2 n 95.75 4 3¢ 4 2 0 _ _ 31.50 x 79.75 5 2 8 4 2 3 59.75 x 79.75 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.75 4 3 o 4 2 O 21.75 x 79.75 4 3 W IY 4 2 W K 8 S .1 U n LL 83.75 6 2 8 4 2 5 83.75 5 5 8 4 2 3 83.75 4 2 4 2 83.75 4 3 = 4 2 = 83.75 4 3 2 4 2 LL 8 Q % Q y 87.75 6 2 8 4 2 5 87.75 6 5 B 4 3 5 87.75 4 2 4 2 87.75 4 3 w 4 2 w 87.75 4 3< 4 2 e 91.75 6 2 8 4 2 5. 91.75 6 5 8 4 3 5 91.75 5 2 4 2 91.75 5 3 n 4 2 � 91.75 5 3 0 4 2 0 wm t•in 95.75 7 2 10 4 2 5 95.75 6 5 8 4 3 5 95.75 5 2 4 2 95.75 5 3 m 4 2 LLI 95.75 5 3 W 4 2 W® amm o , a N 33.50 x 79.75 6 1 3 8 4 3 3 63.75 x 79.75 5 5 8 4 2 3 27.75 x 79.75 5 2 4 2 27.75 x 79.75 5 3 y 4 2 y 27.75 x 79-75 5 3 m 4 2 m s. �'0 2 n 83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 5 2 4 2 83.75 5 3 Z 4 2 z 83.75 5 3 4 2 F [ p �` x r. _ 87.75 6 3 8 4 3 5 87-75 6 5 8 4 3 5 87.75 5 2 4 2 87.75 5 3 Q 4 2 R 87.75 5 3 2 4 2 E m V' PAZ 91.75 7 3 10 4 3 5 91.75 6 5 8 4 3 5 91.75 6 2 4 2 91.75 6 3 w 4 3 w 91.75 6 3 LL 4 3 r4 \ • . a Y o 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 6 2 4 2 95.75 6 3 Q 4 3 E 95.75 6 3 W 4 3 W 0. Q w 35.50 x 79.75 6 3 8 4 3 5 67.75 x 79.75 6 5 8 4 3 5 36.13 x 79.75 6 3 4 3 36.13 x 79.75 6 4 1- 4 3 I- 36.13 x 79.75 6 4 i- 4 3 F r•• f 83.75 -6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 6 3 4 3 83.75 6 4 2 O 4 3 a•• 01 ••• • •83475 T•1- I6 41 • di • •3 87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 7 3 4 3 87.75 7 5 Se- 4 3 ff'• .11.87.7:W734 04 03 1U• 91.75 7 3 10 4 3 5 91.75 7 6 10 4 3 5 91.75 7 3 4 3 91.75 7 5 p 4 3 •• 91N5 07 •6 K 48 w 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 7 3 4 3 95.75 7 5 0 4 3 • 0 ••• •• 95.75 -• 7 5 O x. •44 4 .• 3 x 37.50 x 79.75 6, 3 8 4 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 79.75 6 4 a 4 3 Z¢ 36.75 x 79.75 6 4 z 4 3 z 183.7m 5 6 3 8 4 3 5 83.75 6 5 � 9 4 3( 5 83.75 6 3 4 3 83.75 6 4 4 3 m 83.75 : a 4 a 3• (/It�C 87.75 7 3 10 4 3 5 87.75 6 5 9 4 3 5 87.75 7 3 4 3 87.75 7 5 -4 4 3 t ••• • 87.7. 7 5 p 4 •3 m t • fJ 6 91.75 7 3 10 4 3 5 91.75 7 6 10 41 3 5 91.75 7 3 4 3 91.75 7 5 y 4 3.10. : • 91.7 7 5• •4 :3•• :• - 95.75 7 1 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 7 3 4 3 95.75 7 5 ,'r .rl ••• •• 95.7e *7 •5 • 4 03 •• • • v • 4. • Pala AR nt a7 A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • •t• • • • • • • • • • t • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD BUCK, NOTE 21 3.4 KSI MIN. CONC. 1 3/8" MIN. EXT. 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR Lx TYPE 2 OR 3 NOTE 1 DOOR HEAD (WOOD) jj 1 3/8" 1/4" MAX. SHIM -7-1 MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD j BUCK, NOTE 2 DOOR JAMB (WOOD) CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 1X WOOD BUCK, _t NOTE 2 EXT. MIN E.D. I MIN E.D. 1 3/8" TYPE 1 1 3/4" TYPE 2 EXT. 6. f 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 EXT. DOOR HEAD 1 1/4" TYPE 1 OR 2 (CMU) (CONC) ,„_, 3/8' TYPE 1 (CONC) IDE LITE HEAD (WOOD) -7 1 3/4" TYPE 2 (CONC) 1 3/8" MIN. ----1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, - NOTE 1 1/4" MAX. SHIM 3/4' MIN. E.D. t :1 3/4" MIN. E.D. , _1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3JJOTE 1 EXT. / 1/4" MAX / SHIM 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) EXT. CONC. ANCHOR, NOTE 1 Li) im.Ilditualek NOTE 3 [1/4" MAX. a 2X WOOD BUCK, NOTE 2 1 3/8" MIN. 13/4" 144, EXT \\/ SIDE LITE HEAD (CONC) 1 3/4" MIN. E.D. 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4' MAX. SHIM CONC. ANCHOR, NOTE 1 1/4" MAX. SHIM - CONC. ANCHOR, NOTE 1 WO OD - ANCHOR, TYPE 20R 3, NOTE 1 1X WOOD BUCK, NOTE 2 --I J- .'. t 1 3/4" MIN. E.D. .11_1 . I 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. •-; 1 3/4" MIN. E.D. EXT. IDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 '\ NOTE 1 1X WOOD EXT BUCK, NOTE 2 '1 1 3/8" TYPE 1 •;:, 1 3/4" TYPE 2 1 3/4"E.D! 3.4 KSI MIN. CONC. t IN. DOOR SILL (CONC) 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. -1/4" MAX. SHIM . • • ..1, 3/8" TYPE 1 3/4' TYPE 2 13(4" MIN. E.D. SIDE LITE SILL (CONC) NO I ES:• . • • • •• • • • • • • • • • 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/811MINS(IFYRIE 11D OR 1M1" 964 CRETE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". PCIR W/Cr 1:StLI:11)N: fnE • • 412 SCRFWS G5 (TYPE 310R ELCQ 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). •• ••• •• • • • •• 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT:3460:AI MINI:1)N! OTHE4ft• • • • MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD i0 SLIESTRATE•IF SUR1STRATEOR • • WOOD, 3041 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE 41•THORUHRVING:J•UR:DVItN: •• •• •• • • • • • • • • FRODUC f REVISED as compllig Mitt die Florida hooding Cods Artrataore No )4 -6 IZ, Eapirosine Dade ( yoti s . -- Mt se .oO § A S a rc 01- • o o O u_ .L 0 O x— CO Z it 7 ati-g-116 A. LYNN MILLER, P.E. P.E.4 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 011 00 • • • *ID SO 800 • • • 000 • • KISZYN SKI RESIDEDCE 1600 NE 104 ST VIIAVII SHORF;S, FL 33138 WINDOWS & DOORS SHOP DRAWINGS ALUMINUM FINISH: WHITE GLASS COLOR: GREY NOTES: 1. THE QUANTITIES AND DIMENSIONS SHOWN ON THE DRAWINGS ARE BASED ACCORDING TO THE OWNER INFORMATION. 2. THESE SHOP DRAWINGS WHEN APPROVED CONSTITUTE AN AUTHORIZATION TO FABRICATE MATERIALS WITH SIZES AS SHOWED ON THESE DRAWINGS, WITH THE UNDERSTANDING THAT DIMENSIO TOLERANCES ON THE STRUCTURE AND MASONRY ELEMENTS ARE WITHIN THE TOLERANCES AS PRESCRIBED BY AMERICAN CONCRETE INSTITUTE. 3. GC TO PROVIDE ON EACH FLOOR PROPER CONSTRUCTION CONTROL LINES AND BENCH MARK FOR LEVELNESS. 4. INSTALLER SHALL FIELD DIMENSION EACH MASONRY OPENING BEFORE INSTALLATION. • ••• •• • 5. WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL!.tn STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-REFEI;erV. PRODUCTS CONTROLS. • "• " •••• 6. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CQNTa?OL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL O•T�j�� OPENINGS ARE NOT PART OF THIS PERMIT. •• •• • • • 7. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (I.E: %Qba, METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. 8. ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. ALL ESCAPE WINDOWS SHALL PROVIDE A CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET (5 SF FOR GROUND FLOOR). THE WIDTH SHALL NOT BE LESS THAN 20" AND THE HEIGHT SHALL NOT BE LESS THAN 24". 9. DOORS WITH DIRECT ACCESS TO POOL MUST BE FURNISHED WITH EXIT ALARM IN COMPLIANCE WITH UL 2017. DOOR ALARM COMPANY MAKE PROVISIONS NECESSARY TO WIRE AS REQUIRED 10. OPERABLE WINDOWS (HAZARDOUS AREA): MIN. 36" FROM FINISH FLOOR OR SAFETY BAR REJECT O 4" OBJECT (TYP.) ARE REQUIRED. 11. DESIGN CRITERIA - FLORIDA BUILDING CODE 2014 -ASCE 07-10 V= 175 MPH CAT. II EXP. D GLAZING ON AND AROUND DOORS COMPLIES WITH 2406.4.1 & 2406.4.2 OF THE FLORIDA BUILDING CODE 2014 ALL DIMENSIONS MUST BE FIELD VERIFIED ›- 0 0 0V) "z oLL, �5 U :i ^ C..)0 �LE-E C..7EN Z 3� < j O U_ U ) c [-- •••• •••• •• • • •••• • •• • •• • • • z •• = • •� - 5� zz F ›-E U L.2 c� c- • Danicl Gonzalcf PE Lic. No. 7427ViC.A.No.31388 u CDMA 107-0 til Al 8'2.117 hown SHEET No: 01 EXISTING TO REMAIN PORCH LIVING ROOM FOYER GARAGE BATH #3 CLOSET 1 DINING ROOM KITCHEN EXISTING TO REMAIN FAMILY ROOM EXISTING TO REMAIN CD) HALL BATH #2 FLOOR PLAN SCALE: 3/32"=1'-0" ' r BEDROOM #3 EGRESS u CLOSET f CLOSET BEDROOM #2 EGRESS EXISTING TO REMAIN BEDROOM #1 CLOSET BATH #1 C e> • • •••• •••• • •• • • •••• • •••• •• • • • • • •••• • •. • • • •• •• • • ••• • • ••••4 • • • • • •• • ••• Aub Z Le • • • � W • CI . � •..� �_ 2� ¢ Z z>, UN WY Oc a2 • ••••fr. • • ••••K• o• w F U ° o° a Utra w z� ° o r 'O 5 `a•0 GONZy<"tit • v No 74271 ;fir • ti ✓ * C 1 E O F .' t 0 z Project : CDM 1707-02 .Drawn by: YT ® -3• SI ; 0.' . F Dan1A4GortZ,aleZ=a. O R��.•��`0' Lic. No.4427.1)/rCA,No: 313$8-- ..aa °yl/I!lllltIet"' =necked by: AP Dare: 08/22/17 sea�e: as shown SHEET No: 02 0 26 1/2" F.W. 1" ALUMINUM FLAT MUNTINS ELEVATION A ELEVATION B SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" 37" F.W 1 /Y F.VV. O Height (in) 0 I* X Manufacturer System 0 O 00 00 M Glass NOA Pressure (psf) Observations Pos. ELEVATION A ELEVATION B SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" 37" F.W 1 X O Height (in) Site Pressure (psf) 45" F.W. b X O x w ELEVATION C ELEVATION D SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" h 74" F.W. b X O w O Height (in) Site Pressure (psf) ELEVATION E SCALE: 3/8"=1'-0" Mk. Qty Width (in) Height (in) Site Pressure (psf) Manufacturer System NOA/FL Exp. Date Glass NOA Pressure (psf) Observations Pos. Neg. Pos. Ne g• A 6 26 1/2 89 1/2 48.61 65.08 MT Industries. Inc Series'P\rv'-701/720/820" Aluminum Fixed Window - 160629.14 02/12/19 G2 80.0 80.0 _. B 3 74 38 3/8 48.6.1... 615.08 Pal Industries. Inc Series "11R-710" Aluminum Horizontal Rolling Window- I. 1 16-0714.13 .. 12!2IP1 GI 80.0 80.0 C2 37 26 48.61 65.08 PGT Industries. Inc Series "TER -710" Aluminum Horizontal Rolling Widow-- LMI 16-0714.13 12/21/21 GI 75.0 75.0 D I 45 45 48.61 52.73 PGi' Industries, -Inc Series "HR -710" Aluminrun Horizontal Rollin Window- I_ N4I 160714.13 12/21/21 GI 75.0 75.0 l: 1 74 50 5/8 48.61 52.73 PG r Industries, Inc Series "1112-710" Aluminum Florvontal Rolling Window- L.ti1I 16-0714.13 12/21/21 G 75.0 75.0 F l 34 .. 82 48.61 52.73 PGT Industries. Inc Series "I'D -101" Aluminum French Doors w/wo SKlelites-LM1 16-0629.17 10/18/17 G3 75.0 75.0 Glass Description GI 5/16" Laminated Grey Glass 1/8" ANN. + 0,090" Butacite PVB Interlayer + 1/8" ANN. G2 7/16" Laminated Grey Glass 3/16" /ANN. + 0.090" PVB Interlayer 13./16" FIS. G3 3/8" [.aminated Grey Glass 1/8" ANN. -I 0.090" I'VI3 + 3/16" IIS. ALUMINUM FINISH: WHITE 34" F.W. 0 0 ELEVATION F SCALE: 3/8"=1'-0" .•. ••• • • • ••• • • e •• • • •••• •• •••• • • •• •• • • • a O O w z Qw W U d z� QC.) 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