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WS-14-1014
yr r Miami Shores Village � I�( g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit No. �s ,e MAY 10 2014 Y" FBC 20 10 Master Permit No. (-0 5 ) 'k— Permit t— Permit Type: BUILDING ROOFING JOB ADDRESS: (52- PW I p Z Since i City: Miami Shores County: Miami Dade Zip: 3 3 Folio/Parcelt I t— 31 o I— 00 Ll O Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 10; 6V AV& i V t-Z4l b"% A Phone#: 30r, `'t t-0 S 0; � N City: ttUAe... -State: Zip: ?s 1 IJ ssee Name: Phone#: CONTRACTOR: Company Name: T�ij I PaT f ES&Q41 c46SPhone#: qS4' 834.— or 8I Address: 2(040 6.m.S6(tLfK.P f?" tz. City: (4 L&j rA state: 119:1A Zip: 5038'7 Qualifier Name: 13o�t S to 2"o I (+, Phone#: 4i"t- 33 4—CeS t State Certification or Registration #: Cee_ OL468S-9� Contact Phone#: IR'i' 3 3 6 'OBS l DESIGNER: ArchiteWEngineer: Address: Certificate of Competency #: Value of Work for this Permit: $ `% 1 bob Square/Linear Footage of Work: Type of Work: ❑Addition alterationLINew ORepair/Replace• ODemolition Description of Work: "d► Color thru tide: Submittal Fee $'- -�'-'` Permit Fee $ b Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ ti .1. Bonding'ompany's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 extending $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whit urs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be appro d a reinspection fee will be charged SignatureSignature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 2 The foregoing instrument was acknowledged before me this--11- day of , 20 J-4 by toc`Pa�i &-A) 4$ , day of X21 L- 120 -L11 -,by ! c -X&r>-nP1A'v who is personally known to me or who has producedor who has produced t+ As identification and who did take an oath. as identification and who did take an oath NOTARY PUBLIC: NOTARY PUBLIC: APPROVED BY 1 t Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revise4 06/10/2009)(Revised 3/15/09) Sign: Print: M My Commission Expires Zoning Clerk THE HOME DEPOT -AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET JOB# 7467690 Name Medina 3 Opening Location No Location Comer Zone or PRODUCT ACCEPTANCE NUMBER Style PRODUCT APPROVAL APPROVED (+) PSF (-) PSF REQUIRED OPENING DESIGN PRESSURE (+) PSF (-) PSF Window Opening Dimension Wdth IN Height IN MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED 1 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 73 51 N/A NO 2 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 73 51 N/A NO 3 4 13-1009.05 SH 60.00 70.00 40.10 43.40 22 37 N/A NO 4 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 37 51 N/A NO 5 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 37 51 N/A NO 6 4 13-1009.05 SH 60.00 70.00 40.10 43.40 37 51 N/A NO 7 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 22 37 N/A NO 8 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 24 24 N/A NO 9 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 24 24 N/A NO 10 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 37 37 N/A NO 11 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 73 63 N/A NO SGW= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= PATIO SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN=AWNING 866 ® m O z v M < v ai 8686 . C) o 8686 8686. 8686 8686 a 8686. 8860 8686.. • N 8686. 8686 8686 . . F 8686 d • •• ,� 8686. • CD 8686.. 8686..... • . 8686 z '� D 8686.. 8686. W ••• m •• 8686 .: 8686. .' 8686. . 1 OF 1 E C M m z -ni o -a 0 c o z K ® m O z v M < v ai C) o a z N F d c� M CD z '� D W m Name Door �* l9 + 4S Gbi WINDOWS DIAGRAM Job #:jg611110 Customer: SHEET -.0, Consultant: �- ��� '��'+' Date: Floor RAR SYMBOLS ..................::.................................. Kitchen Rol wil N p .. .... ... ........ ........ ........:............................................. .. Ext ...................................................... ..................................................... .............................................. .............................................. ...... ...... +) W.. ...._ .. ... .. - _- _ ...... - C_.`._.. Ian vrv� : : : : : : : : : '•: :•. :•;• :'�•. : : : : : : : : : : : : : : -i y . . • • • s . • Tom: T: M 00.6 Sol in N : �: • ' p •ter •. ' : :. ' .• i r F6VNT ..i Note: 1) indicate 1st, 2nd, etc Floor of'6use at top of template: 2) create outline of house and indicate all windows, doors, and rooms; 3) number the windows to be replaced with corresponding nVmber from Spec Sheet L Window Diagram Sheet • • • N ' ; • : • • • • • • 1 tZ • •• •• • • • •• •: Name Door �* l9 + 4S Gbi FLORIDA BUILDING CODE 2010 - ASCE/SEI 7-10 - WIND LOAD TABLES -170,175 mph - Enclosed Building with mean roof height less than or equal than 60 Feet - EXPOSURE C AND D L WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5j z4 z5 0-15 34.6 37.5 46.1 37.8 1 41.0 50.6 16-20 36.8 39.8 49.0 40.2 43.6 53.8 21-30 40.0 43.4 53.4 43.7. 47.4 58.6 .31-40 1 42.5 46.1 56.7 46.5 50.4 62.2 41-50 44.6 48.3 59.4 48.7 52.8 65.2 51-60 46.3 50.2. 61.8.1 50. 1 54.9 1 67.8 LOCATION 8CWL•E BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES GENERAL NOTES: WIND PRESSURES IN PSF 175 MPH VELOC17Y-EXPO45URE C Building Height Roof Slope less than 1 10 degrees Roof. Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 75 74, z 0715 36.7 39.7 48.9 40.1 43.4 3.6 16-20 39.0 42.2 519 2.6 -146-2 0 21-30 42.4 46.0 56.6 46.3 50.2 62.1 31-40' 45.1 48.8 60.1 49.2 53.4 65.9 41-50 47.2 51.2 63.0 51.6 56.0 69.1 51-60 49.1 53.2 5 3.6 58.2 71.8 LOCATION DlAMPLE BROWARD COUNTY, PALM BEACH AND OTHER CLIUNT LES M[AMI-DADE COUNTY WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE D Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 • z4 z5 z4 & z5 z4 z5 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 47.4 51.3. 63.1 51.7 56.1 69.3 31-40 49.8 54.0' 66.4 54.4 59.0 72.8 41-50 51.856.1 69.0 56.6 61.3 75.7 51-60 53.4 57.8 71.2 58.4 63.3 1 78.2 LOCATION ErAMPLE BROWARD COUNTY, PALM BEACH AND OTHER CLIUNT LES 1- THESE TABLES ARE APPUCABL' E ONLY TO CALCULATE THE WINDLOAD FQR COMPONENTS AND CLADDING /HURRICANE SJiU nTERS WINDOdVS ANO DORSI APPLICABLE TO•A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WfTH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED. BY THIS ENGINEER THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATICN. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BYTHE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4 EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and other terrain with numerous closely spaced obstruction having.the size of single family dwellings. For building c= 30ft expWe I" ir=the upwind direction for a distance greater than 1500 fL For building > 30ft exposure B prevails in the upwind direction for a distance greater than 2600 It e p times the bulla heiggt t ��i frith ���gAftased on tha��ns HZ, use Exposure C when building Is located In Exposure B with eights les than W, open country and grasslands. Sgxmure C will apply when expasure D 5- EXPOSUti� C (Semon X673) • �: • • • and B do nat apply. • • • • • • • • • 6- EXPOSUM D ("n 26.7.3) - flat, dnoflstrMed areas and water surfaces prevails to the upwind directtcn for a distance greater than 5000 it or 20 times the bufid ng height, whichever Is greater 7- BUILDING CONSIDERED ENCLOSED - AN glazing shall be impact resistant glazing or protected with an Impact resistant covering. 8- ULTI14jR1TE Vi)'r SPEW v=r�PH, 1a6 MPHO • 9. TOPOGRAPHIC FACTOR � 1r (FLAT IEI 44) • 10- DIREGti74lA-h FACTOR}(d %5 OYIndOjt iarOJItj Factor) 11=TRIBUTARY AIIEEA:10 SOF • • 000 ' • 12- EDGE STRIP (a): The smaller of 10% ofthe feast horimn(al dimension or 400/0 of the Mean roof height, but not less than the larger of 4% of the least horizontal d nenstan or 3& d • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE D Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive - Negative Positive I Negative z4 & z5 z4 z5 z4 & z5 z4 , z5 0-15 44.5 48.2 59.3 48.6 1 52.8 65.1 -16-20 46.8 50.7 62.4 51.1 55.4 68.5 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 52.8 57.2 70.4 57.6 62.5 77.1 41-50. 54.9 59.4 73,1 60.0 65.0 80.2 51-60 56.6 1 61.3 75i5 61.9 67.1 82.9 LOCATION EXAMPLE MIAML-DADE COUNTY' Roof Stage Z4 I -1 gj W -M ROOF 9 _ / HE'IGhIT 0 a<=SW x0.1 ora<=hx0.4 BW less or equal than BL a must not be less than a'= 3 feet or a= 0.04 x BW Engineering Services - CA 8116 5595 Orange Drive 201 DAVIE - FLORIDA 33314 Tei: (854) E rrrafl Eng CAOLcom APR 2 2 2014 PEDRO DE FIGUEIREDO PE52609 NOT VALID W/OUT SEAL MIAMN MIAMI -DADS COUNTY, FLORIDA fff"I I PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3152599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.QoyMera/ PGT Industries 1470 Technology Drive Nokomis, 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 PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series ``HR --510" White PVC Horizontal Roller Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 5191-2, titled "Vinyl Horiz. Roller Window, Impact -resistant", sheets 1 through 10 of 10, prepared by PGT Industries, dated 01/18/10, with revision "C", dated 10/17/11, 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 revisidn' N changg in the materials, use, and/or manufacture of the product or process. Misuse of this 1409 as anencMiUment � • of any product, for sales, advertising or any other purposes shall automatically terjuaIf this NO4. Failures to comply with an section of this TOA shall be cause for termination and removal • • • • • • p Y . Y 4��A• ADVERTISEMENT: The NOA number preceded by the words Miami Dade E�unty, *-htlaric!a, and • • • followed by the expiration date may be displayed in advertising literature. If aq:f(fton of tlIC INOA i§0000 displayed, then it shall be done in its entirety. 000 a00 INSPECTION: A copy of this entire NOA shall be provided to the user bg thb Manufacturw or its...;. distributors and shall be available for inspection at the job site at the request of the Building Oft iU.* * This NOA revises NOA No. 09-0901.07 and consists of this page i and evidence pages E-1 apd-E-2, an well as approval document mentioned above. *see The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1114.06 Expiration Date: February 17, 2016 21Zi IV Approval Date: February 09, 2012 1 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0901.07) 2. Drawing No. 5191-2, titled "Vinyl Horiz. Roller Window, Impact -resistant", sheets 1 through 10 of 10, prepared by PGT Industries, dated 01/18/10, with revision "C", dated 10/17/11, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure 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 HR -510 vinyl horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI. --5916, dated 06/18/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 09-0901.077 C. CALCULATIONS: 1. Anchor Calculations, and structural analysis, complying with FBC 2007, prepared by manufacturer, dated 08/20/09, signed and sealed by Robert L. Clark, P. E. (Submitted under NOA No. 09-0901.07) 2. Glazing complies with ASTM E130042/ 04. D. QUALITY ASSURANCE 1. Miami --Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) *000 E. MATERIAL CERTIFICATIONS ' 0000 0 00 *000:0 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont 13e)(emours & � o., Inc. . for their "DuPont SentryGlas® Interlayer" dated 08/25/11, exj** on WNA17. • • • • • Osseo. s 0000.. Osao F. STATEMENTS 0000 0:0.0:0 . 1. Statement letter of conformance and compliance with the FBC:200 (with Abe 20090000 0 : 0 . supplement) and FBC-2010, dated 10/25/11, signed and sealed-ty Anthony+ Lynn• • •; - Miller, P. E. ;";' ; 00 2. Statement letter of no financial interest and independence, dafed 10725/1 Sosighed anH""' sealed by Anthony Lynn Miller, P. E. • • • 0 • • • ; • • • • ; 0000 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.06 Expiration Date: February 17, 2016 Approval Date: February 09, 2012 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of conformance, dated 08/20/09, signed by Robert L. Clark, P. E. ('Submitted under NOA No. 09-0901.07) 5. Statement letter of no financial interest, dated 08/20/09, signed and sealed by Robert L. Clark, P. E. (Submitted under NOA No. 09-0901.07) 6. Laboratory compliance letter for Test Report No. FTI -5916, issued by Fenestration Testing Laboratory, Inc., dated 06/18/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 09-0901.07) G. OTHERS 1. Notice of Acceptance No. 09-0901.07, issued to PGT Industries, Inc. for their Series HR -510 White PVC Horizontal Roller Window -L.M.I., approved on 02/17/10 and expiring on 02/17/2015. .... . . 6666 6666.0 .. .. 6666 .0 0 666600 6666 6666.. .. . .. 6666.. 6666 .6094. 6666 . 6666. 6666.. 6666 6666. . . .9 .. .0 9 6666.. 9 .49.09 . 4 . . . . 90 40 .• 6666.. . . •649.• .. 6666 Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 11-1114.06 Expiration Date. February 17, 2016 Approval Date: February 09, 2012 E--2 ® IMPACT -RESISTANT HORIZONTAL ROLLER BOX FRAME AND INTEGRAL FIN WINDOWS GENERAL NOTES: 1. GLAZING OPTIONS: A 7/8° IG -5/18° H/H - SGP + 711(° - AIR + 1/8°A CAP B. 7/8° IG 45/18° H/H - SGP + 7/181 - AIR + 11WT CAP 2. CONFIGURATIONS XO AND OX. NS3US lO.PSF1LLC31A63�TED) "ITS F,(}A;EjtC7t crrxtd uOp pS Bfl O I Sg I ED PRESSURE S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-M 4. SHUTTERS ARE NOT REQUIRED. 8. ANCHORAGE: ANCHOR SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. THE 331/3% 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 APPROVED ANCHORS: 1, 010 STEEL SCREW (G6) 2,3/16' ELCO ULTRAOON. r2 6/8' MAX.TYP. - 21/4° MAX iMAX4° O.C. MATYP. .YP f •�— Design Preaelne Retlng Impact Regng + 60 F 70 PSF Large and Smell Mob Impact + 60 /- 70 PSF Lenge tdleslie Impact Only twm.�c ledeIm act ly p NOA DRAWING TABLE OF CONTENTS C 0 SHEET / / � �• GENERAL NOTES....................»..............1 t8 ELEVATIONS...»»»............»......»...»........1 • GLAZING DETAILS ................................... 2-3 to SECTIONS, I.F. FRAME ............................4 SECTIONS, BOX FRAME ..... ........... .... 8 ° Imo PARTS LIST ................ ................... m... 8 EXTRUSIONS ............................................ 7 ANCHORAGE SPACING, BOX FRAME... 8 X O ANCHORAGE DETAILS, BOX FRAME...»9 • — — ANCHORAGE DETAILS, I.F. FRAME....... 10 323/4 VENT DLO WIDTH 329/18 FIXED DLO WIDTH INTEGRAL FIN 73° MA MAX. SIZE - 73°X82° 781/4° FRAME O.D. 8. REFERENCES: TEST REPORTS FTL-5918; ELCO TEXTRON NOA 73' MAK 07.0425.01; ANSUAF&PA; NDS -2008 FOR WOOD CONSTRUCTION; 32 918 FIXED DLO WIDTH ADM -2005 ALUMINUM DESIGN MANUAL. 32 3/4 VENT DLO WIDTH 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. p0 p 9. ADHESIVE SEALANT SHALT. BE USED BETWEEN SUBSTRATE Q / / O AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY PRODUCf REVISED FOR WATER RESISTANCE OF INSTALLATION SHALL BE ae w f Vnowfh Motile DONE BY OTHERS. t� IdiagCod° ` `4-% d 0 10. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, AND CONCRETE MASONRY UNITS A BY t COMPLYING WITH ASTM C-90. m X O 1111117E 8ire MAX. ``��10* LYNN ly/��Fip�,�i 81/4° `� �lT. •'�1GENSE �C �. 4 3/4° SEE SHEET 7 FOR 18' MAK O.C. �— ��pp� * Na. 59705 ANCHORREQUIREMENTS 8112"Max - �T`"` tf�l� W_ ,Sl J.J. 10/17/11 �B ZOfO • • • �� '• � sip; OF : �2: ,070TEGMOLoca MWE ELEVATIONS & ANCHORAGE ; O ' •.• 10? oto; J. o1/fE/1 A Atldadov aeoxK�sn►e.ete fANeat�tre Noxomis.�lsexraoff �?oa.. F • • • • • • • • • • ao. aqx tam Wnj4 Horn: Rofler Wfidaw, U11-l@SG4tsnt 4 S ` J 1Po9 Noxatma Fl lana F/A&10 NTS 1 a to Taw 511; 8 a aNi 4Ra P.a. • ••• • ••• • • V: • • • • • • • • • •• • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7/8' OVERALL GLASS NOMINAL /18' LAMI GLASS NOMINAL /8' HEAT STRENGTHENED GLASS 7/18' AIRSPACE .090 DUPONT 1/8' ANNEALED OR SGP INTERLAYER TEMPERED GLASS fLIOHEAT STRENGTHENED GLASS 1/2' NOM. ILASS BITE EXTERIOR OPTIONAL FLANGE Florida X11 Ilei S��- Z \\ 0 x LYNN \\CENs�c' * No. 68705 * ' _ p' aIoW�l J. 0/17/11 lfD CHMGE TPll fl • • • o =�� '•. BTA 1Cl ni'tom,, IIIA- IIS (^\jet\�jL��''I GLAZING DETAILS -BOX OR FLANGE FRAME ; \`C. • FcomoP.• J. 01H8/10 Oh6 edMow onft dAW • N01t0618 P1 2427a �" ' �"f/ 6'�•....... �`�l��` • • • • • • • • • • • • po. ts2e 1/1/1 1 Horiz Rollet Wbldow I 8C!-reBlSteOt/��lO� rN�� ��A�� tLt�� \\r\ tvs � NONDM FL 84274 emu2baee ' n.�4avrs, am A LYNN WQ PA ra„� Nrrafo 1:1 2 10 6191-2 B P.B988708 . ... . ... . . ... . . . . . . . . . . . .. . . .. . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ® 71W OVERALL GLASS NOMINAL 8/18° LAMI GLASS NOMINAL 18° HEAT STRENGTHENED GLASS 7118" AIRSPACE .090 DUPONT 1/8° ANNEALED OR SGP INTERLAYER TEMPERED GLASS /8° HEAT STRENGTHENED GLASS 112" NOM. 29v LASS SITE 32 Q 39 37 28 29 EXTERIOR O PROD=RHVISED mcmptyfawtwmetnmm" RUnant OD* OPTIONAL1O FLANGE M 7/8" LAMI I.G. GLAZING DETAIL LyNtv' WITH 5/16" LAMI GLASS AND 1/8" CAP ` * ' No. 58705 * ' �'x1•: aG•1s11 J.J. , 10117/11 B OCHAN • • • ' Q •. 8TA OF 41 • +o7oTec�reoLocarormE GLAZING DETAILS - INTEGRAL JFJN FRAME ��Fs •F, toRtD? .• G��;� . 01118110 A • • •• • • • • • • P.O.�� �® VIl1 J HOfJz ROUef W/ndow, Jm-fBSJStartt D.W.-"7,, 7t/0�N,`AL'� e wmier. mec acre NOKOMI9. Fl.942l4 a�+maee.t eovv mien mF A LYNNtIALLEfi, P8 J.R 08H2w NRo10 7:1 3 d 10 5191-2 8 P.6.88708 • • • • •• • • •• • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION NOTES: 1. #6 x 112 FL SMS, LOCATED AT 41/2° FROM EACH END AND AT 16° O.C. 2.06 x 3/0 FL SMS, LOCATED AT 4 lfr FROM EACH END AND AT 1S° O.C. 3. be x 112 FL SMS, LOCATED AT 4112° FROM EACH END. 4. CAM LOCKS: (2) AT T EACH END S. WEEPHOLES ARE VX 3116". SEE SHEET 1 FOR LOCATIONS. EXTERIOR SEE NOTE DETAIL D HEAD SECTION I IFF -V SEE NOTE 3 mi (1 1 I SEE NOTE 6 �-•��.TI 90 DETAIL E SILL SECTION �N( LYNN HOT WELD CORNER ASSEMBLY * ' N0.56705 (INTEGRAL FIN) • • • p .s. 11 � ` L Rji HAN s • • • • • +� +� + E CROSS SECT/ONS-1AITEGRAL FIN ���` '• FtoRtvA. •' G��� h • • • th • • • • • • • Noxoems. VII! Horiz Roller Window Im Ct-malStent �'c,NN1AL ��C, ww NOPCOMIB, FL 94174 [R?T A LYNN�A71" cw PS - HMO JR HMO 1:2 1 4 10 b19f 2 9 Peess7a • ••• • ••• • • • • • • •• • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION NOTES: 1. q6 x 1/2 FL SMS, LOCATED AT 41/2° FROM EACH END AND AT 16° O.C. 2 N8 x 318 FL SMS, LOCATED AT 41/Y FROM EACH END AND AT 16'0.C. 3.08 x 112 FL SMS, LOCATED AT 4112° FROM EACH END. 4. CAM LOCKS: (2) AT 7- EACH END S. WEEPHOLES ARE VX 3116°. SEE SHEET 1 FOR LOCATIONS. EXTERIOR EXTERIOR SEE NOTE DETAIL D HEAD SECTION NOTE 3 R6V188D awiW"Florida SEE NOTE 6 . n•"'nua "'" """""`°' DETAIL E 10 lair SILL SECTIONLYNN .� 4% OPV HOT WELD CORNER ASSEMBLY `� ���I '��ceNSF' • ;F� (BOX FRAME) 2 = '�`' No. 56705 J. 70/17/91 CWJVM n EP • • • ampe� �1. 6 e 11 �j` ro�oTEawowm onrve CROSS SECTIONS - BOX FRAME ' •. �toR1oP••'' R. 09/18/10 A 11h fVOSIOW • ••• • NoxOrare,FL34TI6 �'.��s • • 06; • • • • • • • P.O. BQJC 95x5 Vln 1 Horiz. Roller IN/ndow, Im aCt-reslS nt ,O11NA� . asex o NOxOlAIS. FL SW4 Becemaadek seu mr am�et am A. LYNN{�¢LEN, P.E. J.R OW12/08 mwfo 1:2 S m 10 8181-2 B REARM • ••• • ••• • • ••• • • • • • • • • • • • •• • • •• • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM DWG NO. 1 8188 PART • 86168 DESCRIPTIpN MWWAD, BILL AND JAM93 (FPI ONLY) QTY 4 2 6188 88180 FRAME HAD, S3.1. AND JAMBS (�X ONLY) 4 4 8102 88102 FOfEDMEETINC3RA3. 1 8 8923 88123 FD(®ME£tfIN8 RA0.-ALUNONIAR RFAF. 1 8' • •• 78X1FPAW B x 1 - FH TECH (CAM LOCK, KES�6i) 4 8 78X312PPABX SCR 8X31/2°Pr'TYPEAB{FOfEDMI� 4 8 0.0 798883P 330028 ALUM 6CA13NSUPAORT RATES 2 10 6138 88138 ROLLERTRACK 1 11 8738 86188 AN17 LST 2 12 71038w PIBTALLATBDNHOLERU03 BOX ONLY) VANES 13 8108 8810b SASH OJIEPo.OgC RAL 1 74 8714 86114 BJIBiLOq(RAIL-ALUR�IUM�ff. 1 is rs2�sLAw caMavvE�Loacs z 18 781338LIMl CAMSWFE•PLOCKKEEPlR 2 97 1844 81844W WSTP..187 x .270 FQd 8EAL 1 18 6137 88137 SASH 8th RAL 1 18 8114 86914 6Il�RAL-ALl1MNIA,IREAff 1 20 1844 81844W WBTP..187 x .270 FW SPAL 1 218108 .88108 BASH TOP880TTOMRAL 2 22 8114 86114 TOPBBOTTOMWN.-AL10/0V41MREAIF. 2 23 1B4A 81844w WS'fP..187x.270F3V8EAL 2 24 228-1 42112FID RCLLERHDU8W0 2 2b 7BRVNLL2 BRASS VYF7t$8 a 28 7812FW 8x 1/2 FH PHIL&2Pr31O18 VA1tE4 27 7838FW 7x318 FH FHL •2Pi'8JW8 VAREB 28A 83WS3Id10 7118° 8L1PE3t 8PACB2 ' 28B BBVJditCiB 3/8° BUPFR SPACER 28A 8112 88192 GiAZ6� BEAD 1 -LRE 32A ns° LAM I.a GLASS: 9B° TEMP7iFD OUIBW11iD-ARiBPACE-1l8°ANMAL®-.p80 P/B OVIHSAYER-1!6° ANI�AI.®(&18° LAMO - 32B 718° LAM) LQ OLA98:118°ANNEAL® OUTBOARD-A62.4PACE-UB°ANNEALED-.080 PVB 6$IEiBAYER • 118° ANNBALED (e%8° LAIdB - 34 BCRES4 1 3s WEEPC.OVE>� a 37 BEff WO BLOCK 38 SO.PCOPE DOw 91� 40 21 13 // 15 15 18 O 1 0 8 O 21 11 24 25 4 PRODUCT REMED ffi wmplging w8h Ore Iftma fluaft Code e 1 � 1-M 10 %p . LYNN 35 ���.•�;pENSF N0.5870S T TEOF it i tam J.J. 10117111 • e NO 9tL4NCdE TA7S8H • BOM &EXPLODED VIEW r. 1070 TEi21NOLQfi1'DANE �i •••• RkORIOP•''•C-) J.R 01/18/90 94 RaonDve V' Baan* *M m BOM. NOKOd08, FL34= Tm tC F .. • . • • . • . • .. P.C. �9c,me M / Hork Roller_Mndow, IM t resWgnt _ �'��;S,SlONA�'e JR 08f1?JeB ami NOKOIdIS, Rs4zt4 a IVT3 8 a 10 5191-2 B 11L P P.E. • ••• • ••• • • ••• • • • • • • • • • • • •• • • •• • • 0.0 ••• • • • ••• • • LF.FRAME O DWG #5116 RIGID PVC BOX FRAME DWG #5189 RIGID PVC FIXED MEETING RAIL ODWG #5102 RIGID PVC f•--1.ozo---•{ FI 1.847 1.260 M 774 OH5 1.410 FIXED MEETING RAIL 1 REINFORCEMENT O6 DWG #5123 Al 6005-T6 T � I •e� .oeo L 085 SASH INTERLOCK RAIL REINFORCEMENT 14 19 22 DWG #5114 Al 6063-T6 .803 I 210 .036 I.G. BEAD DWG #5112 DUAL PVC ��itUSldll� /877lOV8d NOICOAliB•FL94278 • • • • P.O.BQJ(4622 NOKOIf95. Fl.94274 • ••• • ••• • • ••• • • • • • • • • • • • •• • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SASH SIDE RAIL 18 DWG #65137 RIGID PVC 1 SASH INTERLOCK RAIL 13 DWG #5105 RIGID PVC SASH TOPBOTTOM RAIL 21 DWG #65106 RIGID PVC 1.306 .660 ROLLER TRACK/ANTI LIFT 10 DWG #5138 RIGID PVC _ EXTRUSION CROSS SEC Vin J Horim Roller Window ��.`� aesxeac 6o�e awe mme 1:1 1 7 -10 5181-2 e4W 8ro Ploddu ``t��ltfllf llti�y� �• • aCENSF'•',�'/P * ' No. 68706 * ' roP VSTA p '•. lV . A. LYNN AM P.E. HEAD, SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN PRESSURES OF +601-70 PSF OR LESS WINDOW HEIGHT (in) 24 30 1 36 1 42 1 48 1 54 1 60 63 WINDOW WIDTH (in) ANCHOR LOCATION # OF ANCHORS REQUIRED (TYPE 1 OR 2) Head and Sill 2 2 T 2 2 2 2 Jamb e. 3 3 -3-', 4 4 5 5 Head and SIII ' 3 3 3 3 3 3 3 36 Jamb 2 3 3 3 4 4 5 5 �. Head and Sill 3 3 3 3 3 V- 3 3 Jamb 2 3 3 3 4 5 5 Head and Sill 4 4 4 4 4 4 4 4 48 Jamb 2 3 3 3 4 4 6 5 Head and Sill 44 4 4 4 4 4 4 54 Jamb 2 3 3 3 4 4 5 5 Head and Sill 5 5 5 5 6 5 5 5 60 Jamb 2 3 3 3 4 4 5 5 Head and Sill 5 5 5 5 5 5 5 5 68 Jamb 2 3 3 3 4 4 5 5 Head and SAI 5 5 5 5 5 5 6 6 72 Jamb 2 3 3 3 4 4 5 5 j Head and Sill 5 5 5 5 5 6 6 1 Jamb 2 3 3 3 4 " 5 5 NOTE FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. I I I •• i ••• •• • • • •• I • ••• • ••• • • ••• • • • • • • • • • • • •• • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHORAGE NOTES FOR BOX FRAME: &. ANCHOR TYPE: 1- 3N8° ULTRACONS BY ELCO (FOR MASONRY SUBSTRATES) " e 2 - #10 SM SCREWS, GRADES (FOR METAL AND WOOD SUBSTRATES) MINIMUM EDGE DISTANCE OF 318°. 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS, 5.6° MAX FROM ALL CORNERS JAMBS -15.3126° MAX. O.C. HEAD/SILL-16° MAX O.C. 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. S. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 1 & 10. rorEClwoLooromvel KOKOMO, FL 3/218 PA. BQX 7� NOKOdA18, FL 3W4 1�27 OPV LYNN M�(�,�i,�� `�� �'��; •' \,\CENSE'•• rQ �� * No. 58705 •. c•aSN . "•°" 8TA OF �U� WCHOR CHARTS �� '• FtOR�DP. •' GT2` 41n IHoriz RollerVlRndow lm ad -resistant �i,��rO''N�A�1�-t\ reamm ea°im ae�e,aa +d° A. LYNNI�lLLLER P.E. mulo ALTS 8 a 90 6989-2 B P.EAMM #10 SCREW, SEE #10 SCREW, 13/8" MIN. ' SHEET 8 FOR SPACINGSHEET 8 FOR SPAT 1 /4° MAX. SHIM!- ilii �W iONFLANGE#10 SCREW, SEESHEETS FOR U FLANGE REMOVEABLE FLANGE JAMB W/ BOX FRAME HEAD W/ BOX FRAME SILL W/ BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD REMOVEABLE APPROVED MASONRY 3.6 KSI MIN. CONCRETE ANCHOR, SEE SHEET 8 .. OR 1:e KSI M M CMU- FORSPACING 3.6 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU APPROVED MASONRY ANCHOR, SEE SHEET 8 FOR SPACING 1/4' MAX APPROVED MASONRY ANCHOR, SEE SHEET 8 FOR SPACING FLANGE 3.8 KSI MIN. OdRC'RETE v OR 1.5 KSI MIN. CMU 1/4• MAX SHIM T JAMB W/ BOX FRAME HEAD W/ BOX FRAME SILL W/ BOX FRAME THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE 1x BUCK OPTIONAL 1x BUCK OPTIONAL 1x BUCK OPTIONAL NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADS COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 3/16• ULTRACON. EMBEDED 13/8' MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1° MINIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI -DADS COUNTY, USE 010 STEEL SCREW, EMSEDED 1318° MIN.. 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 $OLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1W 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-T6 AND A MINIMUM OF 118° 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 #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. to T • • o7oTEo>iNow=o» HUT JNSTALtATiOld DEyAItS-eaXIFLAIdGE • e e • • 0 t • • • • • P.O. BQNo OBOX 1828 S. FL 34M1 M Ho& Rol/Br Mdow, /R Ct resists yt,e NCMMIS, FL MV4 ee�•nwaet awe raRoro 1 1:2 59 d 10 5191-2 ••• • • • • • • • • • • • •• • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• NOTE INSTALLATION TO THE SUBSTRATE OF 1x OR 2x WOOD BUCKS TO BE ENGINEERED BY OTHERS LYNN NS�c''•. ` No. 58706 tu, ' n STA EOF '• ttJ: F A LYNN bn" P.E. REA 86!08 1 /4" MAX. SHIM --•I i - 1/8" (.131") DIA. x 21/2' NAIL, SEE SHEET 1 ® FOR SPACING REMOVEABLE FLANGE—/ L 1/8" (.131' DIA. x 2112° NAIL, ® SEE SHEET 1 FOR SPACING JAMB W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING REMOVEABLE FLANGE 1/8"(.131") DLA. x 21/2' ® SEE SHEET 1 FOR SPA FLANGE HEAD W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING 114' MAX 'rSHIM 1T SILL W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING OTES: 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY, USE V8' (.131') DIA. X2 11r NAIL 2. 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. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GWATEF;L INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -TS 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 W THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. •• 1070TEChWOLOOYIxuvE CUB. In (180/n}B% NOxoro�, FL 3G278 000 • • • • • • • P.O.90X 9BdB c NOKONUS, FL $67l4 • ••• • ••• • • • • • • •• • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • #mid 1 1:2 1 10 a 10 NOTE: INSTALLATION TO THE SUBSTRATE OF 1x OR 2x WOOD BUCKS TO BE ENGINEERED BY OTHERS - INT. FIRE FRAA ;Im 6191-2 With the >noma I 1 r 11 �SONV LYNN 4f, "'/, * et NNo. ,58705 I% it •J..Rai: STATE OF °COR\OP••C l IONAL E\`N' A LYNN P.H. M IAM I•DADE MIAIVU-DADE COUNTY, FLORIDA 0 PRODUCT CONTROL SECTION DEPARTIIVIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SSV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOM Mnnv.mlamid adL9001economv 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 ERProduct Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SIR 500 Vinyl" White PVC Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 5191-1, Series titled "Vinyl Single Hung Window, Large Missile Impact", sheets 1 through 11 of 11, dated 08/07/08 with revision "C" dated 10/07/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami- Dade iamiDade 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. REVISION 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 revisiari 8? 8bange in the materials, use, and/ or manufacture of the product or process. Misuse of this l91 gs an e& r; ement of any product, for sales, advertising or any other purposes shall automatically terUNa g6this NC*.! Fpilure .... to comply with any section of this NOA shall be cause for termination and removalofAQA. 6 6 ADVERTISEMENT: The NOA number receded b the words Miami Da e� � n Florida and : 0 6.0 P Y � @ ty� 6666. i followed by the expiration date may be displayed in advertising literature. If anyopdttion of the NOA is 0 6; 0 0 displayed, then it shall be done in its entirety. 06:08: 6 90:0. 9090' INSPECTION: A copy of this entire NOA shall be provided to the user b;jIf �anufacturV or its ,0 distributors and shall be available for inspection at the job site at the request of the Buil8idg Official. 6 6 6 6 6. This NOA renews NOA No. I1-1013.19 and consists of this page 1 and evidence pa E-1 aad' 2, as:,,.,: well as approval document mentioned above. 009 0 0000 0 0 The submitted documentation was reviewed by Jaime D. Gascon, P. E. . 6.6 0 MIAMFDADH COUNTY r° NOA No. 13-1009.05 F Expiration Date: January 08, 2019 tiSt Approval Date: November 14, 2013 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-0820.14) 2. Drawing No. 5191-1, series titled "Vinyl Single Hung Window, Large Missile Impact", sheets 01 through 11 of 11, dated 68/07/08 with revision "C" dated 10/07/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11-1013-19) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked—up drawings and installation diagram of a vinyl fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5710, dated 08/13/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0820.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked lip drawings and installation diagram, prepared by Architectural Testing, Inc., Test Report No. ATI -84576.01-401-47, dated 10/31/08, signed and sealed by Joseph A. Reed, P. E. (Submitted wider previous NOA No. 08-0820.14 — For Reference only) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with i'DC: 2010, prepared by manufacture, dated 10/07/11, signed and sealed ;y Anthony I:yn$ Millet'," • 0 P. E. ...... .. 0 9•••9• (Submitted under previous NOA No. 11-101339) 000080 0 0 • .8000• 2. Glazing complies with ASTM E1300-04 "" • 0900 • 00 . 00 ...... D. QUALITY ASSURANCE .... ..0 ... 1. Miami—Dade. Department of Regulatory and Economic Resoilrbeg TRER). 0 0 0 • • e 0:' 0.8088 •00 l .999.9 0-0 8888•• Jaime D?Cblt n, P. E. Product Control Section Supervisor NOA No. 13-4009-05 Expiration Date: January 08, 2019 Approval Date: November 14, 2013 1;-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0830.09 issued to Mikron Industries, Inc., for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 10/6/11, expiring on 12/26/16. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11-1013.19) 2. Statement letter of no financial interest, issued by manufacture, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. -1.1-1013.19) 3. Laboratory compliance letter for Test Report No. FTL-5710, issued by Fenestration Testing Laboratory, Inc., dated 08/13/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted udder NOA No. 08-0820.14) 4. Laboratory compliance letter for Test Report No. ATI -84576.01-401-47, issued by Architectural Testing, Inc., dated 10/31/08, signed and sealed by Joseph A. Reed, P. E. (Submitted tinder NOA No. 08-0820.14 — For Reference only) G. OTHERS 1. Notice of Acceptance No. 11-1013.19, issued to PGT Industries, Inc. for their Series "SH-500—Vinyl White PVC Single Hung Window — L.M.I.", approved on 12/08/11 and expiring on 01/08/14. Y • 0000 0000•• 0000•• •• • .0000• • 00••00 • • • • • 0000•• 0000 • 0000• • 0000•• 0000 0000•• *too • •••••• • • f • ro• • • ••0090 f 4 0000•• ,� •°'• • 0000•• • • 0000 • • Jaime D. as n, P. E. Product Control Section Supervisor NOA No. 13-1009.05 Expiration Date: January 08, 2019 Approval Date: November 14, 2013 E--2 GENERAL NOTES: LARGE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES .............. _.................... 1 1. GLAZING OPTIONS: A 314° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 1/8' TEMPERED OR ANNEALED GLASS, AIRSPACE AND 611W LAMINATED GLASS WHICH IS COMPRISED ELEVATIONS ............................................ 2 OF (2) LITES OF 118' ANNEALED GLASS WITH AN A901NTERLAYER OF DUPONT PVB. GLAZING DETAILS ._........ _... .......... —..-- 3 B. 7/8' LAMI I.G. GLASS COMPRISED OF (1) LITE OF 118" TEMPERED OR ANNEALED GLASS, AIRSPACE AND 6/18° LAMINATED GLASS WHICH IS COMPRISED GLAZING DETAILS ................................... 4 OF (2) LITES OF 11W ANNEALED GLASS WITH AN .090 INTERLAYER OF DUPONT PVB. SECTIONS, I.F. FRAME ............... _.... ....... 6 SECTIONS, BOX FRAME ......................... 6 2. CONFIGURATIONS: 1/1 AND PROVIEW PARTS UST .............................................. 7 EXTRUSIONS ............................................ 8 ` C31=StG�tPH4SE#RI S-?4i�C#gSF (A€( G7Y#lES1{ST4kA8O�/E.)° ANCHORAGE SPACING, BOX FRAME... 9 • - -- ANCHORAGE DETAILS, BOX FRAME 10 A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02, ANCHORAGE DETAILS, I.F. FRAME 11 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. C. IF A TEMPERED CAP IS USED MAX. DP IS -601+60 PSF. 4. ANCHORAGE: THE 331/3% 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, CURRENT EDITION. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED FOR UNITS LESS THAN 30'. 6. REFERENCES: TEST REPORTS FTL-8710. ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). PRODUCE REWSM es conVIY ag with the Florida ftWdbV Coda AcMp wNe Hxpinvioa Data 'Oe1. Mat tem DadaP,011ConWr ' i `(WA Mli(FR SE K ;00.t. is ••• • • • • • ••I _ �• `oU D.G.• • • • • • • • • DATED laGM78��'0 ' . 6� • 1070Tk0HN0tAOYORNE GENERA!. NOTES L ','Po'•• o ane ao art eT reoxoMte FLsaz7o Vin Stn to Hun Window La a Mtsatte Impact JJ 'W/D7lN c smaFB0UPDA7E P.O.BQXt� ,�,,, „ + aax a wsra, I A LYIIlN MIL+LE)3, P.E. n a awron,ta FLsaz7a V6t81y Barrer s/faon MTS 1 11 6181-1 C FL P.E.# 68706 ••• • • • • • 0 • • • • • • •• • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • ••• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 • 0 ••• • • 65 3/8' FRAME O.D. 62118' MAX. 5218' MAX. 48' FIXED WIDTH DLO 48' FIXED WIDTH DLO SEE SHEET 8 V 8'MAX 418' O.C. MA FOR ANCHORAGE MA Typ'I MAX TYP. REQUIREMENTS r 8° MAX . 333/4' 33 314' FIXED FIXED HEIGHT DLO HEIGHT DLO 75' TS' MAX MAX T � 10' T� MAX 781/4° FRAME PROIIULT RE14fiW1iD as cmpPly{ng wim ma tlurida y Q � � O.D. BaitdiuscAaa Q Aaeptaaca No ,j �� T , C12 W Dada uaCanOo 33 314' 33 314' SASH SASH HEIGHT DLO HEIGHT DLO PRom= RBVL48D as conrylyhvg avUh tho Florida Btdoda wiug C tauaNoll -EO'✓�.1d 2114"J ` MA 453/4' SASH WIDTH DLO MADado ay ts� ustOnlmYj / INTEGRAL FIN MAX. SIZE = 62.126° X 75° NOTE: 5gT05 ' 1. FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. !. f PIRAflE.SESTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEET11. • rxa� PAW&AW LETrER DAND IGO= to7o FL �URBIYE E' EVAT/0NS 63 (�Z: ••.. FCOF�,. a 9QB D1Mr=vswN roeoXFRAa>FtzEVAnox �� Vn 1 Single Hung Mdow La Mbl9s8s?!-!e? lm aec't ;Q�. ��`. �L.FSSMIOS3P�;P.�.E.Da ar ramrn� c aocxAxanasEr 1 oa N°P°ML�274 k Q11 1— NTS 2.11 - C A. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 • 0 ••• • • OPTIONAL FLANGE J OPTIONAL FLANGE 3/4" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS AND 1/8" CAP BOX OR INTEGRAL FIN FRAME • • • • • • .(BO FRAME SHOWN)so ° TE°BNOLOOY ORRIS NOROW%FL WN PIM NOROMp, FL 94474 • ••• • PRODUCE RRVI38D ••• 3/4' OVERALL GLASS NOMINAL • 314" OVERALL GLASS NOMINAL Acmplm=No - IC fl�pimtlon DalOtt. 98' LAMI GLASS NOMINAL ••• • • 18' LAMI GLASS NOMINAL 1/8" ANNEALED • • • 9/8' ANNEALED •• ��� ��° ��cENsfi ' •, *��� • • •• • • GLASS 41z ,�. SX, � GLASS •j• AIRSPACE LO l ;,O,c�.,, FOR\:�� '��, AIRSPACE Myt Stn le Hung WindowLa a Misstte im act SS10NP� ,•�' A. LY P.E. ••• • • • 080 DUPONT • • 080 DUPONT 1B" TEMPERED OR PVB INTERLAYER 1/8" TEMPERED OR PVB INTERLAYER ANNEALED GLASS 1/8' ANNEALED ANNEALED GLASS • • • • 1!8' ANNEALED • • • • • GLASS •• • GLASS •• •• ••• • 35 OR 36 • ••• 35 OR 36 • NOM 39 LA 88 rOLABITE 3� LASS BrMrE OPTIONAL FLANGE J OPTIONAL FLANGE 3/4" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS AND 1/8" CAP BOX OR INTEGRAL FIN FRAME • • • • • • .(BO FRAME SHOWN)so ° TE°BNOLOOY ORRIS NOROW%FL WN PIM NOROMp, FL 94474 • ••• • PRODUCE RRVI38D ••• • • Acmplm=No - IC fl�pimtlon DalOtt. Mtmn6 ade PraGmCCoayroi j ••• • • • • • • • • • • • •• ��� ��° ��cENsfi ' •, *��� • • •• • • 41z ,�. SX, � •j• GLAZING DETAILS LO l ;,O,c�.,, FOR\:�� '��, me Myt Stn le Hung WindowLa a Misstte im act SS10NP� ,•�' A. LY P.E. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCE RRVI38D as mmpi ft with ILe Florida Building Code Acmplm=No - IC fl�pimtlon DalOtt. Mtmn6 ade PraGmCCoayroi j u—t I Ll l Li I 3/4" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS AND 1/8" CAP ��� ��° ��cENsfi ' •, *��� BOX OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) w 41z ,�. SX, � •j• GLAZING DETAILS LO l ;,O,c�.,, FOR\:�� '��, me Myt Stn le Hung WindowLa a Misstte im act SS10NP� ,•�' A. LY P.E. Better ' SH" Full 3 r 19 8181-1 C SH" FL P.E.# 68705 OPTIONAL FLANGE I.1• ••• • •' • • IWO= ada Produg4CfCtNR�6Y'Y 7/8° OVERALL GLASS NOMINAL 7/8" OVERALL GLASS NOMINAL 7/8" LAMI I.G. GLAZING DETAIL ••• • 18°LAMI GLASS NOMINAL 10" LAMI GLASS NOMINAL 1/S° ANNEALED • • 118" ANNEALED •• GLASS •• GLASS AIRSPACE •. Flo oP: �?\ AIRSPACE .030 DUPONT 090 DUPONT 1/8° TEMPERED OR ••• • PVB INTERLAYER 118° TEMPERED OR_SS PVB INTERLAYER ANNEALED GLASS • 1(8" ANNEALED ANNEALED GLASS 1/8° ANNEALED GLASS GLASS 31 OR 32 31 GR 32 3� • k.m....mr.r 39 r Giiass NOM OPTIONAL FLANGE I.1• ••• • •' • • IWO= OPTIONAL FLANGE 4� OUTSIDE Pl.dd" v� ada Produg4CfCtNR�6Y'Y 7/8" LAMI I.G. GLAZING DETAIL ••• • • • • • • • • • • • •• • • •• • • GLAZING DETAILS •. Flo oP: �?\ V/n ! Single Hung Mlndow Large Missile Im act ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OPTIONAL FLANGE 4� OUTSIDE Pl.dd" v� ada Produg4CfCtNR�6Y'Y 7/8" LAMI I.G. GLAZING DETAIL tltttt WITH 5/16" LAMI GLASS AND 1/8" CAP NV BOX OR INTEGRAL FIN FRAME ' e' 4c No. 55705 (INTEGRAL FIN FRAME SHOWN) _ 'A ••. 6TA E OF ' '.,O.c�; GLAZING DETAILS •. Flo oP: �?\ V/n ! Single Hung Mlndow Large Missile Im act P.a sqx tate ewe — • �^ A. LYAU ML tie P.E. Note, Ft saata V+sibly Better— 4 . 11 5181-1 C FL P.E.# 58705 DAYLIGHT OPENING OUTSIDE �8 DAYLIGHT OPENING FIXE MAX TYP. WINDOW WIDTH - HORIZONTAL SECTION (INTEGRAL FIN) HOT WELD CORNER ASSEMBLY (INTEGRAL FIN) We •00 • • • • • •• P.O. X7828 NOROMFg, FL 84274 ... . ... . . ... . .. . . . . .. . . .. . . .. . . .... . ...... . . ..... . .. . . ...... . .... .... . . .... . 101 OPTIONAL FLANGE— OPTIONAL FLANGE WINDOW VERTICAL SECTION (INTEGRAL FIN) ae . j I ALTS 1 6 .11 7— 5181-1 RENEWED e edththe Piorida PRODUCTRIMSED as wmplyirtg with Nte Florida Building Code Acceptance No 6xPirotlop Data j 44 8di ni aPmanot OoagaC No.58705 QSTATE OF/ to A. LYNN (V IUl 9, P.E. DAYLIGHT OPENING 40 41 OUTSIDE DAYLIGHT OPENING FIXED - HORIZONTAL SECTION (BOX FRAME) HOT WELD CORNER ASSEMBLY (BOX FRAME) • ••• • • • • • •• law= ••. • • . . . . • . • . • •• • . •. • . ... . . . • ... . • • • • . • . • • • . • •• •• • • • •• •• ••• • • • ••• • • Ic P.O. BQX 16:8 N01CO Q%FL3W4 OPTIONAL FLANGE— OPTIONAL FLANGE WINDOW VERTICAL SECTION (BOX FRAME) SHM I Half l 6 -11 1 5991-1 dog�v[ththa FlothW N 11 2�/il No PRODUCTRBPmsm as complyftpith the platwo HadQtB Code Aaepte>Ko NIo f - Expinnioa Dat a• M1y a Pwdact trot '1 11ttlU!/ QCT•. 1,10EN,gF ••. �F,p': ` * No. 58705 STA E , FS;••.�t....... •G���� ZoAl A. LYNU f IILW P.E. ITEM DWG NO. PART # DESCRIPTION 1 8521 65103 NTEGRALFNFAANEHEAD &JAWS 2 9871 69871 BOXFRV&HrAD&JAWS 3 9620 86184 NIMPALFLNFRANESLL 4 9870 69870 BOXFRAWESLL 5 7840 65102 FIXED blEr Ci RAI. 6 7128.1 85103 MMTWS PAL F ENIFOF40EME NT 7 7842 65108 WH STOP 8 8873 85117 BALANCECOVERS 9 7002 1 65105 SASH NIBSOCK 10 61644W W87P.,.187X.270FNSFAL 11 70021 65114 SASH R V13Nr 12 7093 88108 SASHSf ML 13 7745 65113 SASH LFTRIL 14 1669 71609SP WRSUPFORTRATE 16 166110 71604 TILTBALANCEMNS 16 1686 7FPFPSSPF PNOTBAR9 17 76208SLAW CAMSWEWLOCK 18 76133SLKW CAMSWEEIPLOCK KW -FR 19 798DMF WEEP HOLE COVER 20 7875FM RH'ILLTLATCH 21 7676LHTL LHTLTLATCH 22 7166W AURA SCREWSUPPORT PLATE 23 710M MALL HOLE PLUG 24 71654K SETTM BLOCK 25 7168W SEUMBLOCK -SELF ADHESIVE 28 78XIWWX 0 X V M TECH (410 SS PAMISC) 27 7812FPTWIL 6X112"EH(4108SPAPf1®) 28 7=TPA410X 8X2"THVWLSCRHN88 20 7eX114FPAB410X 1ISX 1114' 30 I SXIFPAX #S X 1' ITEM DWG NO. PART# DESCRIPTION FIXED MEETING RAIL 7B' LAN W. MASS:1f8" TBVFBVD OUTBOARD. 31 ARSPACE. VB°ANNEAL®-.090PVBINTERLAYER- by MIKRON Industries, Inc. IVAN-RALEDI&M-LAWS M� • • • DING hW. 7040• • • 718'LA LG. GLAMIVANNFAL®OUfBOARD- 32 ATAPACE-118' ANNEALED -.090 NIB NIERLAYER- UW ANNEALED (8110° LAN} 33 34 314°LAN LG. GLASS: lir TBVFSWOUTBOARD- 35 ARSFACE- IW ANNrALBD- .090 PJB MERLAYER- iB'At8•iLEAL®(6118° LAN) 314" lAN L0. GLASS: U8°ANNFALEDOIffBOARD- 38 AMPACE-1f8' WMALBD- .000 PJB ONM AYER- 1f8' ANNEALED (6f16' LAN} 37 38 39 SLICONE DOW 1199 40 6482 66112 GLAZNG BEAD 41 8483 68148 SDL GLAZNO BEAD ITEM 5, ITEM 6, FIXED MEETING RAIL FIXED MTG. RAIL REINF. MAIL: White Ridged PVC MAT'L: Alum. (608346) by MIKRON Industries, Inc. DWG NO. 7126.1 M� • • • DING hW. 7040• • • NZ BQX 1628 NOKOMLB, FL 34274 • • •• • • •• • • • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM 9, SASH INTERLOCK MAT'L: White Ridged PVC by MIKRON Industries, Ina DWG NO. 7092 80 .z1s � 0 .036 ITEM 40, 1 I.G. BEAD MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 6492 �q� .27 2 ITEM 41, SDL BEAD MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 8483 [—.87" p— + .060 ITEM 11, SASH REINFORCEMENT MAIL: Alum. (606346) DWG NO. 7092.1 7 a 11 1 6191-1 fire Flwft ;T �r %X LYNN s1o(11 ,� •, raT ONAL SN```�� A. LAk'MILLVk RE FL P.E.# 58705 OPTIONAL FLANGE ITEM 2, ITEM 3, INTEGRAL FIN SILL BOX FRAME HEAD/JAMB MAIL: White Ridged PVC by MIKRON Industries, Inc. MAIL: White Ridged PVC OPTIONAL DWG NO. 9285 by MIKRON Industries, Inc. FLANGE DWG NO. 9288 ITEM 1, INTEGRAL FIN HEADMAMB MAIL: White Ridged PVC by MIKRON Industries, Inc. • • • • • • UWG 619.9287 • • ••• • ••• • • ••• • • • • • • • • • • • •• • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 847 ch .085 q, ITEM 12, SASH SIDE RAIL MAIL White Ridged PVC by MIKRON Industries, Inc. DWG NO. 7093 NOMM. M 34278 NOK0P.O.688. x 1820 PL34274 BOX FRAME SILL MAIL: White Ridged PVC by MIKRON Industdes, Inc. RODUcr�urie�"�U co PlyWB% tIre FWrid� DWG N0.9288 C, J. ITEM 13, SASH LIFT RAIL MAT't.: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 7745 8 a 11 5989-1 LYNN .... * . pyo, 58705 (A 6pjOf ptoft �FSSIONA� ;,.�. A. LYNN Mf2eIt9. P. E. Example: 52.125 x 75 For III Wndow a 3 ♦ Anchors required in the head 3 4 Anchors required below the MTR Anchors required above the MIR Example: 52.125 x 62.500 For View Window a 3 Head" 3 a a 2 2 sa8n• Fixed - NOTE: FOR V EV11 WNDOWS USE VIEW FIXED WINDOW HEIGHT FOR ANCHOR QUANTITY IN HEAD AND ABOVE THE MTR, AND USE THE VIEW SASH WINDOW HEIGHT FOR ANCHOR QUANTITY BELOW THE MTR MAXIMUM HEIGHT FOR VIEW WNDOW IS 621/2 • • •• • • •• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• NOT EXCEED THE TESTED SIZE. P.O. eq IM NOKOM68,FLSW4 VW61yHeuer r r. ANCHORAGE NOTES FOR BOX FRAME: 1. ANCHOR TYPES: 11- 3110, ULTRACON 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -6 MAX. FROM TOP CORNERS JAMBS - 8' MAX. FROM TOP CORNERS" VNOT TO EXCEDE 114 OF TOTAL WINDOW HEIGHT) 8` MAX. FROM BOTTOM CORNERS 4° MIN. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. 5. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 11. 111 WINDOW VIEW WINDOW 521/8' 77— AH FIXED 82 IW — — — AH SASH Inyl 9L%19 Hung Window, Large e Missile —stmsHapo N — aver a�+.4 N - TS 9 a 11 6181-1 Flmidu ^RODUCr REVISED .ea coopiftwlth the Florida Building Cole Acceptance No, Expiration vale 3 e `"t ailaml el'rodactCmttro� 4 i LYNN No. 58705 * '� STA EOF1 ONA1- � A. LY�tti'NUERA, P.E. FL P.E.# 58705 M50000 Bonn0M ' 1 """mum v©o© ���00�00000©�V V V EBB Example: 52.125 x 75 For III Wndow a 3 ♦ Anchors required in the head 3 4 Anchors required below the MTR Anchors required above the MIR Example: 52.125 x 62.500 For View Window a 3 Head" 3 a a 2 2 sa8n• Fixed - NOTE: FOR V EV11 WNDOWS USE VIEW FIXED WINDOW HEIGHT FOR ANCHOR QUANTITY IN HEAD AND ABOVE THE MTR, AND USE THE VIEW SASH WINDOW HEIGHT FOR ANCHOR QUANTITY BELOW THE MTR MAXIMUM HEIGHT FOR VIEW WNDOW IS 621/2 • • •• • • •• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• NOT EXCEED THE TESTED SIZE. P.O. eq IM NOKOM68,FLSW4 VW61yHeuer r r. ANCHORAGE NOTES FOR BOX FRAME: 1. ANCHOR TYPES: 11- 3110, ULTRACON 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -6 MAX. FROM TOP CORNERS JAMBS - 8' MAX. FROM TOP CORNERS" VNOT TO EXCEDE 114 OF TOTAL WINDOW HEIGHT) 8` MAX. FROM BOTTOM CORNERS 4° MIN. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. 5. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 11. 111 WINDOW VIEW WINDOW 521/8' 77— AH FIXED 82 IW — — — AH SASH Inyl 9L%19 Hung Window, Large e Missile —stmsHapo N — aver a�+.4 N - TS 9 a 11 6181-1 Flmidu ^RODUCr REVISED .ea coopiftwlth the Florida Building Cole Acceptance No, Expiration vale 3 e `"t ailaml el'rodactCmttro� 4 i LYNN No. 58705 * '� STA EOF1 ONA1- � A. LY�tti'NUERA, P.E. FL P.E.# 58705 !I!Illliil'�IJI Is== OPTIONAL FLANGE JAMB W/ BOX FRAME HEAD W/ BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 1x WOOD SUCK (SEE NOTE 3) 1318* IN.— s. ..ee..•.•. 3.6 CONCRETE MIN. MIN. CONCR` +MIN. 1 /4' MAX. SHIM OR 1.6 KSI MIN. CMUrogn•: ~•, • • r.•• •:•••, •--1- 1 'a —J "a'.,: PRODUCT RB OPTIONAL NBWEO � WmpLYiag wf8i 8m Florldc+ FLANGE BufldlnBCode 0 ti' • `:> 114" AOM M J MAX. Miamf ade PNducl Gmvol 311V ULTRACON ' u. • • • 1x WOOD SUCK 3118' ULTRACON (SEE NOTE 3) OPTIONAL FLANGE JAMB W/ BOX FRAME HEAD W/ BOX FRAME THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE 1x BUCK OPTIONAL Tx BUCK OPTIONAL NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -RADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 3/18' ULTRACON, EMBEDED 1318" MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1' MINIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI•DADE COUNTY, USE #10 STEEL SCREW, EMBEDED 13/8° MIN_ & WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1P2' 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 8083-T8 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 2K WOOD BUCKS. THE ANCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE S PAC I NG FOR U LTRAC•ONr,MAY JBJ USED. P.a 8QX 1828 NOKOAt18, FL 94274 • ••• • ••• ••• • • • • •ee • • or • • • • ••• • • • • • • • • • • • • • •• •• • •• • •• •• ••• • • ••• • • SHM I NTS 1 10 a 19 1 5991.1 `,V - NY LTNN 41 ' • w CENSE * ' No.68705 SE F 0 TA s ��lfllSlONAI- fc �`�• A. LYNN mlemli, P.E. FL P.E.# 68705 114' MAX. SHIM --moi I-- 29 WOOD BUCK (SEE NOTE 2) lir DIA. x 1 112' NAIL. 5' MA) n CORNER & a 1 OPTIONAL FLANGE 1/8' DIA x 1 112' NAIL, 21/4' MAX. FROM CORNER & 41/8' O.C- OPTIONAL FLANGE •-i JAMB W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING 2x WOOD BUCK NOTE 2) OPTIONAL FLANGE I14' 4X. i1M 1/8' DIA x 1 WMA CORNER & 4 114" MAX. SHIM DOD BUCK NOTE 2) HEAD W/ NAIL FIN SILL W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING NOTES: 1. FOR INTEGRAL FIN APPLICATIONS IN MLAMI-RADE COUNTY, USE 1B' DIA. x 1 112° NAIL. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112°. Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 Ire THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 805:1-T5 AND A MINIMUM OF lAr 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 #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. • ••• • • • • • •• P.O. BQX 1m NOKoo FL 34274 • • •• • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ANCHORAGE DETAILS - WSW I NTS 1 11 x 11 RODUCT IARVISSD wmplylrg.wUh the Fimldi Bulldotg Codi G Accepluuci No l - fi JJ�. Fae�irelian Dnto�1�jQ• Byr Mtomi/- . L-. � : 1,10ENStc''•�6p *' No. 58705 (o till (� �Q STAT OF I 40, Fin Frame S . !�tORIDP.•' S�ONAi 4Issiie Impact '�, Z A LYN�tuIILLER, P.E. 5181-1 C FL P.E.# 58705 <l