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WS-14-1114Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-217105 Permit Number: WS -5-14-1114 Scheduled Inspection Date: August 04, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: DJORDJEVIC, MILDRED & MIROSLAV Work Classification: Window/Door Replacement Job Address: 10130 N MIAMI Avenue Miami Shores, FL 33150 - Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES auilamg Department comments Phone Number Parcel Number 1131010210060 Phone: 954-979-2137 12 IMPACT WINDOW REPLACEMENT Infractio Passed Comments 5 IMPACT DOOR REPLACEMENT I INSPECTOR COMMENTS False REPLACING OLD PERMIT WS12-381 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-216924. CREATED AS 49 REINSPECTION FOR INSP-213314. nO ACCESS NO ONE HOME CANCELLED FOR A LETTER DATE BY CONTRACTOR Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. August 01, 2014 For Inspections please call: (305)762-4949 Page 15 of 19 Miami Shores Village 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. Master Permit No. EC EI N,7 F ID, MAY 3 0 2014 FBC 20 Permit Type: �` UILDIN ROOFING JOB ADDRESS: 10130 0 M16" o Avc City: Miami Shores County: Miami Dade Folio/Parcel#: H-3101-07-1-0060 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): m 1 U0 Dub 003"G V I G Phone#:.SDS -A71(1 @ 1313 Address: 101.30 1-j M I eh -0 9 Aof:-� City: to I rAy� o situP&S, State: 4�pa9 0'M Zip: d:3 197 Tenant/Lessee Name: Email: CONTRACTOR: Company Name �6 S (�Phone#: q54 a 33(6-®V Address: 24oq® &ArhOa 19t"^ 30 City: A-rW f" A State: C" Zip: !9 Qualifier Name : �D S �/1Y1� ® 0h_ Phone#: (E State Certification or Registration #: C 8 c -D L4 b?K SY Certificate of Competency #: Contact Phone#: -'iU DESIGNER: Architect(Engineer: Address: Value of Work for this Permit: $ 18 ' Square/Linear Footage of Work: Type of Work: DAddition Alteration ONew ORepair/Replace ODemolition Description of Work: W l I-')- XCnOACT 17 n t o,-,^ ; .r\.,, ^I A n, L r -, e a 9, S71 Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE 1 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Leader's Name (if applicable) Mortgage Lender's Address City State zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 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 inspectio hick occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not b oved and a reinspection fee will be charged. Signature Signature Owner or Agen Contractor The foregoing instrument was acknowledged before me this ib The foregoing instrument was acknowledged beforemethis 8 day of M" , 206 , by 'eI14J-Q ,507` g nn day of _ h 20 -Lt, by u811 S� I x101 H�, NOTARY Sign: Print: Y` My Commission APPROVED BY q me or who has produced whops personally-lHo—v#Vto me or who has produced identification and who did take an oath. 4 A4 Am ires: Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised W10/2009)(Revised 3/15/09) kfication and who did take an oath. NOTARY Sign: Print: n'1 ctrl My Commission Expire: 6-q - 1 Zoning Clerk LIMITED POWER OF ATTORNEY BE IT KNOWN, that rM o t- ()460 Qy®t2OC7ir: V r L ("Principal') has made and appointed, and by these presents does make and appoint THD At- Home� Swe_rv-iges, Inc, d/b/a, The Home Depot At Home Services and/or its agent i 'S 4Y-' M true and lawful Attorney -in -Fact for him/her and in his/her name, place and stead, for the following specific and limited purposes onl To execute any and all documents reasonably necessary, including without limitation any permit applications, for the sole, specific and limited purpose of obtaining a permit for home improvements on behalf of the homeowner(s) M L t p (LeD GL► O (&► G1 J o C- and for the property located at: lD 130 w rh )r-rn' QlJ nn1A-rn, LIiari'S fV ; giving and granting said Attomey-in-Fact, full power and authority to do and perform all and every act and thing whatsoever necessarylto be done in and about the specific and limited premises (set out hereinabove) as fully, to all intents and purposes, as might or could be done if personally present, with full power of substitution and revocation, hereby ratifying and confirming all that said attorney shall lawfully do or cause to be done by virtue hereof. IN WITNESS WHEREOF, I have hereunto set my hand and seal this 2 day of 2(Y `8 . Signed, seale id elivered in the presence of: Witness a i Witness STATE OF COUNTY OF POVE I, r.. aw" 2" r'. &'e"" a Notary Public in and for the State of Florida, do hereby certify that Vt . 1 h tJ ,t & x, , who is either ( ) personally known to me, or ( ) who provided JEW M as identification, appeared before me this day in person and acknowledged that h she signed, sealed and delivered the said instrument as his/her free and voluntary authorized for the uses and purposes herein set forth. GIVEN under my hand and official seal this this day of M 20-4. NotKy Public My commission expires: LAWRENCE M BURNETT MY COMMISSION # EE151851 EXPIRES December 08, 2015 (41iY1388�at53 FloneaAloteryssryo�.�n Permit Authorization 5-20-08 JOB# 7513351 / 7479558 THE HOME DEPOT -AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET Name r DJORJEVIC Opening Location No Location Corner 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 13-1009.05 SH 60.00 70.00 40.10 43.40 37 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 11-1114.06 SGW 60.00 70.00 40.10 43.40 73 51 N/A NO 4 4 13-1009.05 SH 60.00 70.00 40.10 43.40 37 68 N/A NO 5 4 13-1009.05 SH 60.00 70.00 40.10 43.40 37 72 N/A NO 6 4 13-1009.05 SH 60.00 70.00 40.10 43.40 37 72 N/A NO 7 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 51 37 N/A NO 8 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 37 37 N/A NO 9 4 13-1009.05 SH 60.00 70.00 40.10 43.40 37 72 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 51 N/A NO 12 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 73 51 N/A NO 13 4 12-0516.02 GD 75.00 75.00 40.10 43.40 36 80 N/A NO 14 4 12-0516.02 GD 75.00 75.00 40.10 43.40 71 80 N/A NO 15 4 12-0516.02 GD 75.00 75.00 40.10 43.40 71 80 N/A NO 16 4 12-0516.02 GD 75.00 75.00 40.10 43.40 58 80 N/A NO 17 4 12-0516.02 GD 75.00 75.00 40.10 43.40 36 80 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 •• ••• • • • • • •• � c� uu ® Z ° � J J C7 W • •• • • • • ••• • • •• •• • • • •• •• ••• • • • ••• • • . . .. . ... . . Q . . . . ... • . . . . . . .. . ... W ® < . . .... ••• • • • • ••• • • � c� uu ® Z ° � J J C7 W • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 OF 1 MAY 202014 V, � c� uu ® Z ° � J J C7 W � 2 � ~ Q © fn U W Q �- I-- C3 z � a t® G ° o W ® < Lu CD - 0 f*1 CL C (D ® Cil c> H z LIJ W d bath 31 Ibed WINDOW/ SHUTTER DIAGRAM SHEET 5 6 14 15 7 8 - F 1 n n n living room front living kitchen door room living room 1 9 living room1 16 laundry 17 bedroom 10 room bed bed I 11 12 11 Mean Roof Height 15' Building Width 45' Roof Slope 3112 Building Length 65' .. ... . . . . . .. • Or • ••• • • ••• • • • • • • • • • • • • • • • •• • • • •• • • • • • • • Or • • • • • • • • • • • •• •• 000 ••• •• •• ••• • • • • • 1 OF 1 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 WiND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Ronf Slope greater than 10 *degrees Positive Negative Positive Negative Positivel Negative z4 & z5 z4 z5 i4 & z5 z4 75 z4.& z5 z4 z5 0-15• 34.6 37.5 46.1 37.8 41.0 50.6 16-20 36.8 39.8 49.0 40.2 43.6 53.8 21-30 40.0 43.4 53.4 43.7. 47.4 58.6 .31-40 42.5 46.1 56.7 46.5 50.4 62.2 41-50 44.6 48.3 59.4 48.7 52.8 65.2 51-60 46.3 50.2. 61.8. 50.6 54.9 1 67.8 LOCATION WAKE BROWARD COUNTY, PALM BEACH AND OTHER C12UNT-EES GENERAL _NOS WIND PRESSURES IN PSF 175 MPH VELOCITY- EXPOSURE C Building Height Roof Slope less than 10 degrees Roof. Slope greater than 10 degrees Positive Negative Positive Negative Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 36.7 39.7 48.9 40.1 43.4 53.6 16-20 39.0 42.2 519 42.6 '46.2 57.0 21-30 42.4 46.0 56.6 46.3 50.2 62.1 31-40 45.1 48.8 60.1 49.2 53.4 65.9 41-50 47.2 51.2 63.0 51.6 56.0 69.1 51-60 49.1 53.2 65.4 53.6 58.2 71.8 LOCATION p1AAdPLE MLAMI-DADS COUNTY • WiND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE D Building Roof Slope less than Height 10 degrees Roof Slope greater than 10 degrees Roof Slope greater. than 10 degrees Positive Negative Positivel Negative Positive Negative z4 & z5 • z4 z5 z4 & z5 z4 ' . z5 0-15 42.0 45.5 56.0 45.9 49.8 6L4 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 5.4.0' 66.4 54.4 59.0 72.8 41-50 51.8 56.1 69.0 56.6 61.3 1 75.7 51-60 53.4 1 57.8 71.2 58.4 63.3 1 78.2 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND EITHER COUNT LES 1 -THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPON AMD C� dnDING MLrRRiGANE SNCRS 1MND01NS ANO mom APPL=aL r; TOA SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CiTY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED, F)Y THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINOLOAO CHART BASED ON ASCE 7-10 PUBUCATIM 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BYTHE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BYTHE CITY OFFICIALS. 4- EXPOSURE B (Section 28.7.3) - Urban, suburban and wooded areas and.other terrain with numerous closely spaced obstruction having.the size of single family dwellings. For balding c- 309 exposure B prevails in the upwind direction for a distance greater than 1500 R For building > 30ft exposure B prevalts In the upwind direction for a distance greater than =() it or 20 times the bu8dtV%fttR,'M%d+et�s of ft . $rt the FSC- HVHZ, use Exposure C when buliding is located In Exposure B 5- EXPOSURE C (Section A 28.7.3) pea l arrain vith "altered obstructions with heights less than 30', open country and grasslands. Exposure C will apply when exposure D pply. and Bdonot a • •• • • • • ••• • • • • • • • • • • 6- EXPOSURE 0 (SecUdrMG.7*AF14edareas read water surfaces prewalis in the upwind direction fora distance greater than 5000 It cr 20 times the Wilding height, wfiichevar is greater 7- BOLDING CONSIDERED ENCLOSED - Aft glazing shalt be impact resistant glazing or protected with an Impact resistant covering. 8- ULTIMATE WINDSPEER e W-170 MOH, 1;410:1-1 • 9- TOPOGRAPHIC *"OR jzt=1 - " TE§UN) • -10- DiRECTIONAUrthFALTOR Kd s .8G (tArfr *DUecUena4 Factor) • 11=.TRIBUTARY AREA: 1b S4* • • • • • -.- 12- -12- EDGE STRiP (a): The smaller of 10% cfti•Is West how =ntid dimenslo t or 40% of the Mean.roof height, but not less than the larger of 401a of the feast horizontal dimension or 3 fL • • • • • • • • • • ••• • • • ••• • • LZ4 I WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE D Building Height Roof Slope less than 10 degrees Roof Slope greater. than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4. z5 0-15 44.5 48.2 59.3 48.6 52.8-65.1 •16-20 46.8 50.7 62.4 51.1 55.4 68.5 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 52.8 57.2 70.4 57.6 62.5 77.1 41-50• 54.9 59.4 73,1 60.0 65.0 80.2 51-6056.6 61.3 7515 6L9 1 67.1 82.9 LOCATION EXAMPLE MIAMI-DADE COUNTY' RooF Umm `e a<=BW x0.1 ora<=hx0.4 BW less or equal than SL 9 must not be less than a=3hietora=0.04xSW E N 6 C O; Inc. Engineering SWACes - CA 8116 5595 Orange Drive 201 DAVIE - FLORIDA 33314 Td: (954) 585-0304 E-mail: Eng 01..corrt e . APR 2 2 20141 PEDRO DE FIGUEIREDO PE52MS NOT VALID WIOUT SEAL MLOkMFD MIAMI -DARE COUNTY, FLORIDA 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) 315-090 F (786) 315-2599 NOTICE OF ACCEPTANCE OA www.miainidad&=v/ PGT Industries 1070 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 Courtty 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 `1HR--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 revisio o •ehan in the materials, use, and/or manufacture of the product or process. Misuse of thisk$pA its an epdipmment .' of any product, for sales, advertising or any other purposes shall automatically tergliwVithis XQX I;ailtm...:. to comply with any section of this NOA shall be cause for termination and removal of XQA. • ADVERTISEMENT: The NOA number preceded by the words Miami—Dam •County, $tor U and* • followed by the expiration date may be displayed in advertising literature. If any or'fion oftheOA is • . .... ••.• ..... displayed, then it shall be dobe in its entirety.00 0000 • INSPECTION: A copy of this entire NOA shall be provided to the user by Ae. manufacturer or its • • distributors and shall be available for inspection at the job site at.the request of the Building Offi1i#.•, • • • • • • • This NOA revises NOA No. 09-0901.07 and consists of this page 1 and evidencf pops E—find E-2, as:....: well as approval document mentioned above. :009 The submitted documentation was reviewed by Jaime D. Gascon, P. E. 0000 M) MI-DADH NOA No. 11-1114.06 .. , • _ �qAS� Expiration Date: February 17, 2016 I IV Approval Date: February 09, 2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 09-0901.0) 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 24113.2.1 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. FTL-5916, dated 06/18/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 09-0901.07] 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 E13004V 04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 0006 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours'&.Oo' , Inca 0 0.6 for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on Q1,/1;.✓j7. •, 666666 66 0 0000.. *00060 F. STATEMENTS • 0000 .. 0000.. 1. Statement letter of conformance and compliance with the FBS ZQ07 (wWf tW 200% 0... supplement) and FBC 2010, dated 10/25/11, signed and seaW& .by Antheny6 Lynn • % • • • Miller, P. E. •• 66 6666 06060 2. Statement letter of no financial interest and independence, datid XV25/11 signed and • 6.: sealed by Anthony Lynn Miller, P. E. , • 0000.. 0000.. 6 . 0000 . • Jaime D. Gascon,P. E. Product Control Section Supervisor NOA No.114114.06 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. 49-0901.07) 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. FTL-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. 0.00 • 0000 ....�. .. • 0000 • 0000.. .. .+.+.. 0000.. •0400• 0000. •• • . . • • . . • 0000• 0000 • •• • • •••••• •••+ 60.60 •• •• •000 0000:+ 0000•• • • • • •• • • :800: • 0000•• •• • • + • • • • • 0000•• 0� 0000 • • .c • 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 r26W Max rn'' BOX FRAME AND INTEGRAL FIN WINDOWS GENERAL NOTES: 1. GLAZING OPTIONS: A:718°IG-5118°HM- SGP +7/18°- AIR +1/IrACAP B. 7/8" IG -6118° H1H - SGP + 7/18° - AIR+ 1/8T CAP 2. CONFIGURATIONS: XO AND OX. c & DESIGN PRESSURES: +601-70 PSF (ALL GLASS TYPES LISTED) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE • • • • • B. POSITIVE DESIGN LOADS BASED ON WATER TEST o PRESSURE AND GLASS TABLES ASTM E 1300-02. + 4. SHUTTERS ARE NOT REQUIRED. 5. ANCHORAGE: ANCHOR SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO SUBSTRATE • SHALL BE BEYOND WALL DRESSING OR STUCCO. THE 33 0% • 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 APPROVEDANCHORS:1, 810 STEEL SCREW (G8) 2,3116" ELOO ULTRACON. 0. REFERENCES: TEST REPORTS FTL-5818; ELOO TEXTRON NOA 07.0426.01; ANSVAF&PA; NO 2 FOR WOOD CONSTRUCTION; ADM -2006 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)• 8. SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 0. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 10. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-80. I os T 1/4° FRAME T-rNATi 32 0/10 FIXED DLO WIDTH Design Preserve Radng I MWM Rsdng +80A70P3F 1.810wwBmallMEade +80670PSF �•9eMlssileWMpaai GENERAL NOTES.... -............« 1 ELEVATIONS.......«_...»....««.»........�.• 1 GLAZING DETAILS ......._ ................2 3 SECTIONS, I.F. FRAME .................««. 4 SECTIONS, BOX FRAME....._..........««... 8 PARTS LIST «........................ «.««.».. 6 EXTRUSIONS ...............................»........ 7 ANCHORAGE SPACING, BOX FRAME... 8 ANCHORAGE DETAILS, BOX FRAM E« »0 ANCHORAGE DETAILS, I.F. FRAME 10 INTEGRAL FIN MAX. SIZE = 73'X 07 Florida X O `�Ili ,* "y yYNN ,till(C�Cq�i�i 81/2' MAX � �fl: .�CEN38''' �C 43W LENCHORREOU1;MM1ENTB­m himo.c.l BOX FRE58THSEE SHEET 7 FOR MAXSIZE = AM73°X62° 8112° Maix. i MLLI fr J 10/17/19 0 GNAafQ6 0C •-0 ' Q�OF 1� ; •P: • ' 1�27F.L.EV/4%IONS &ANCHORAGE '��O STA to C9 •• ,moiEcrirmLoor �..� •. PLOW A' � J. 01/18/1 A box ffe above "aron,is �i same �, �` • • • • • VM Hodz Roller lm misienf ''iis`SIONA�'r`� • •• raggxl� e x o..�.a ,ae iri I I \ Oeb Nc . R sa7a wtsro NT3 1 d 10 5189 2 B aLrr>�i um P.E. Or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • •• • • • • • • ••• • Or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' OVERALL GLASS NOMINAL 6° LAMI GLASS NOMINAL HEAT STRENGTHENED GLASS 90 DUPONT (3P INTERLAYER P HEAT STRENGTHENED GLASS llr NOM. (LASS SITE OPTIONAL FLANGE 7/8" LAMI I.G. GLAZING DETAIL \��� O�� LYNN WITH 5/16" LAMI GLASS AND 1/8" CAP \�`�a1� •sic N •'Fp'% * ' No. 56705 ot— tS • • • BTAOFI •1(/�� GLAZING DETAILS - BOX OR FLANGE FRAME •� �c- f�S SIS • "°'°°eere. w same �� ] I� "" Im ct resist ant '�ir`S�ONAI E�lll ` Po ,� V/n Horiz. Roller Whtdaw, , Nouaws�t�s 1 �"" ' air►�rS ae tomio 1:4 2 -10 69812 B P.eaos • ••• • ••• • • ••• • • • • • • • • • • • • • • • •• • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • A. •• •• • • • • •• •• • • ••• • • 7/78° 7f°ANNEALED TEMPERED GU EXTERIOR OPTIONAL FLANGE OVERALL SS NOMINAL °LAMIGLASS ANAL. HEAT STRENGTHENED GLASS soDUPONT SPINTERLAYER PHEAT STRENGTHENED GLASS 7/Z" NOM. —GLASS SITE 7/8• LAMI I.G. GLAZING DETAIL LYNtj ." WITH 5/16" LAMI GLASS AND 1/8° CAP `����ONv\CEN ` * No.58705 17/19 11id :p ' QsTA o 1! Tia • • GLAZING DETAILS - INTEGRAL FIN FRAME ' •. s; J 01 0 • • • • • IMT ooru .� .•!"toRtoP.•�G;`. • • • • • • • • • P.o.�pcts� VM Ho1iz ROBePWMdow,1,t81d' 1;11 ZON`ACE\\\N •oEc NOK MMM PL3W4 ad tamer emn va�mxo. �v A LYNN�aaLle� RE Jit owanw g N��o 1:1 3 a 10 5191-2 8 P.H98B70! • ••• • ••• • • ••• • • • • • • • • • • • • • • • •• • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE NOTE DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION NOTES: 1.98 x 112 FL SMS, LOCATED AT 411r FROM EACH END AND AT 18' O.C. 2. #8 x 318 FL SMS, LOCATED AT 41/Y FROM EACH END AND AT 1S' O.C. 3. S8 x 112 FL SMS, LOCATED AT 4112' FROM EACH END. 4. CAM LOCKS. (2) AT T EACH END 6. WEEPHOLES ARE VX 3118'. SEE SHEET 1 FOR LOCATIONS. HOT WELD CORNER ASSEMBLY (INTEGRAL FIN) E SEE NOTE SEE NOTE 6 DETAIL E SILL SECTION DETAIL D HEAD SECTION ' CROSS SECTIONS - mmGRAL FIAT �moTec�otooYorm� • • • • Nacoema.Fl.aaxrs • • • • PA.egac,aaa {/Ill Hpll2; Roller UVlndoW Im ed�esls� 110" �4 iaasto 172 4 10 ate• 61812 • ••• • ••• • • ••• • • • • • • • • • • • • • • • •• • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• s • • •• •• ••• • • • ••• • • NOTE 3 i Flodds -Il Muirr -j LYNN 4f QC1�;•'�,1GENg�c•• 'i ` * ' No. 58705 * ' %p• •3TA OF11 ••�'`� A LYNPI��iuER P.E P.E6 NTa6 SEE NOTE SEE NOTE 1 SEE NOTE SEE NOTE 4 EXTERIOR DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION NOTES: 1. #0 x 112 FL SMS, LOCATED AT 41/2' FROM EACH END AND AT 16° O.C. 106 x 318 FL SMS, LOCATED AT 4112' FROM EACH END AND AT W O.C. 3.16 x 112 FL SMS, LOCATED AT 411r FROM EACH END. 4. CAM LOCKS: (2) AT T' EACH END S. WEEPHOLES ARE VX 3118'. SEE SHEET 1 FOR LOCATIONS. EXTERIOR EXTERIOR SEE NOTE SEE NOTE 6 DETAIL E SILL SECTION DETAIL D HEAD SECTION HOT WELD CORNER ASSEMBLY (BOX FRAME) 2 • ROSS SECTIONS -BOX FRAME a • • . • 10 Nore�s�°a� • • • • • • • • • P.O.1 Fiona Rollet' WNrdow I �aCt-/esisk NammSINIM Ykt .FLBCT/4 "mo 112 1 6 -10 6191-2 • ••• • ••• • • ••• • • • • • • • • • • • • • • • •• • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTE 3 PRODUU R MEED aswnqayi%with meI WdinaCaft t 1 • LYNN M * No. 68705 �'•. t • A OF 0. LYI•Y IIQlER, Pa P.H.omm 21 13 // 16 15 18 O 1 b O 21 11 24 25 4 PROMMREVISED as aompdying WM Ore Plod& Audding 006 No EArpp Lto + �� 10 Mleml �. 35 � ,�Q.,.. •.�,p �� \ �• : V\CENSE k No. 58705 J 10/17M1 • • CHANGETIi/S8H6ETi • 0�0' �tsTATEOF : �` • • • to7o TEcYR FLsr DroveRT 80M &EXPLODED VIEWmww IN01M8M0 • • 3l6' • sfatl�l9e at AAA••: 80M. t4Ww t� VIIJ HOPiZ Roll@lWlt►dOw, Im-resbkgt t10Koi R3�74 118810 roi$ 8 a 10 �� b1812 8 �`/ B• P� J.R. OB 2109 • ••• • ••• • • ••• • • • • • • • • • • • • • • • •• • • • •• • • • • • • • P DWO NO. PART A DESCRIPTION QTY 8188 881FRAAI�F6AD,SLLANDJAN�(FWONLY) 4 6188 88189 FRAMEf�AD,8LLAImJAP/BS(BOICOM.Y) 4 8102 88102 FAfEDN1EEt1t(3WiL 1 8123 88123 FOiIDN0�7HYf3RAL•ALUAR81�. 1 70X1FPAW B x t'FHTBdi (CAM LDDC, i� 4 78X912PPAMC S1W.8X31/2°PPTYPcAB(FOT®TdPi) 4 8 718896P 330026 A1.UA18C283N81lPAf7JiTPLATES 2 10 6138 88138 RDLLBt'IRACd( 1 11 8138 88938 AMIL1fT 2 12 71038W Ot87ALLAT6NIHOLERlAB(B000C28.Y VARIES 13 8108 86108 8ABH3JTf3iLOdCRAL 1 14 8114 86114 B4T68.001CRA6.-ALUN�lAt4R�IP. 1 18 782088I.AW C7\MBYd3�'LO(9t8 2 18 781336LM1 CAM81lI�+LOf2t10�9t 2 17 9844 81844W W87P..187x,270RQdSFAL 1 18 6137 88137 tTA8H8�RAL 1 18 8114 88114 S�RRL-ALUIV0f4tJhlR�ff: 1 20 1844 818M1W N9TP..187 z .270 FW SEAL 1 2t 8108 .88108 8A8HTOP880TTOMRAL 2 Yt 61'14 88114 TOP&<�TTOMRAB.-ALLO/QrIUMIR[S4F. 2 Za 1844 018WitlV ViS1P..187 x 2/0 FBd REAL 2 24 228-1 42112Fm ROLL[R tiW13Np 2 � 7BRWFL2 BRA$81flG�ffi.8 4 28� 7812RN 8x112 FHPt0.ti2PT810Y3 VAREB 27 7838f11Y 7x381FHPF@-tOPI8/6'8 VAIB� 28A 0�Itl161410 7M8°�-8PA126t 288 88WKiK36 31B°BIkiR-8�1GHt 29A 8112 88112 lIl.AZWO BBAD, 1-f.RE 716° LAAItl 6a GLASS: 1B' T9UPF>8� 3?A OUTBOARD-Ad'ffiPACE-118°ANPE'AI.®-.080 - PVBQ4ff3iLAYf3i-1J6°AN4VEA4E0(8/18°LATJDJ 7/8'LAM La OSA88: 1l8° AM�AL® 32B OUTBOARD-AO�PACE•1l8°AM�4L®-.�D - PVB NifIRIAYTR-118° AIWIPAL� (eM0' LAN9) 34 SCREEN 1 se wE>�c a 37 8[TT983 BLOCK • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 39 SLHIONEOOVtl1199 40 21 13 // 16 15 18 O 1 b O 21 11 24 25 4 PROMMREVISED as aompdying WM Ore Plod& Audding 006 No EArpp Lto + �� 10 Mleml �. 35 � ,�Q.,.. •.�,p �� \ �• : V\CENSE k No. 58705 J 10/17M1 • • CHANGETIi/S8H6ETi • 0�0' �tsTATEOF : �` • • • to7o TEcYR FLsr DroveRT 80M &EXPLODED VIEWmww IN01M8M0 • • 3l6' • sfatl�l9e at AAA••: 80M. t4Ww t� VIIJ HOPiZ Roll@lWlt►dOw, Im-resbkgt t10Koi R3�74 118810 roi$ 8 a 10 �� b1812 8 �`/ B• P� J.R. OB 2109 • ••• • ••• • • ••• • • • • • • • • • • • • • • • •• • • • •• • • • • • • • P DWO NO. PART A DESCRIPTION QTY 8188 881FRAAI�F6AD,SLLANDJAN�(FWONLY) 4 6188 88189 FRAMEf�AD,8LLAImJAP/BS(BOICOM.Y) 4 8102 88102 FAfEDN1EEt1t(3WiL 1 8123 88123 FOiIDN0�7HYf3RAL•ALUAR81�. 1 70X1FPAW B x t'FHTBdi (CAM LDDC, i� 4 78X912PPAMC S1W.8X31/2°PPTYPcAB(FOT®TdPi) 4 8 718896P 330026 A1.UA18C283N81lPAf7JiTPLATES 2 10 6138 88138 RDLLBt'IRACd( 1 11 8138 88938 AMIL1fT 2 12 71038W Ot87ALLAT6NIHOLERlAB(B000C28.Y VARIES 13 8108 86108 8ABH3JTf3iLOdCRAL 1 14 8114 86114 B4T68.001CRA6.-ALUN�lAt4R�IP. 1 18 782088I.AW C7\MBYd3�'LO(9t8 2 18 781336LM1 CAM81lI�+LOf2t10�9t 2 17 9844 81844W W87P..187x,270RQdSFAL 1 18 6137 88137 tTA8H8�RAL 1 18 8114 88114 S�RRL-ALUIV0f4tJhlR�ff: 1 20 1844 818M1W N9TP..187 z .270 FW SEAL 1 2t 8108 .88108 8A8HTOP880TTOMRAL 2 Yt 61'14 88114 TOP&<�TTOMRAB.-ALLO/QrIUMIR[S4F. 2 Za 1844 018WitlV ViS1P..187 x 2/0 FBd REAL 2 24 228-1 42112Fm ROLL[R tiW13Np 2 � 7BRWFL2 BRA$81flG�ffi.8 4 28� 7812RN 8x112 FHPt0.ti2PT810Y3 VAREB 27 7838f11Y 7x381FHPF@-tOPI8/6'8 VAIB� 28A 0�Itl161410 7M8°�-8PA126t 288 88WKiK36 31B°BIkiR-8�1GHt 29A 8112 88112 lIl.AZWO BBAD, 1-f.RE 716° LAAItl 6a GLASS: 1B' T9UPF>8� 3?A OUTBOARD-Ad'ffiPACE-118°ANPE'AI.®-.080 - PVBQ4ff3iLAYf3i-1J6°AN4VEA4E0(8/18°LATJDJ 7/8'LAM La OSA88: 1l8° AM�AL® 32B OUTBOARD-AO�PACE•1l8°AM�4L®-.�D - PVB NifIRIAYTR-118° AIWIPAL� (eM0' LAN9) 34 SCREEN 1 se wE>�c a 37 8[TT983 BLOCK • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • E I.F.FRAME 10 DWG #5116 RIGID PVC FIXED MEETING RAIL ODWG #5102 RIGID PVC �1.020� 1.260 ,ags .I__ T974 �• T FIXED MEETING RAIL REINFORCEMENT ODWG #5123 A16W5-T6 1.847 888 E C-1 1.1180 •085 SASH INTERLOCK RAIL REINFORCEMENT 14 18 22 DWG #5114 Al 6063-T6 SASH INTERLOCK RAIL 13 DWG #5105 RIGID PVC SASH SIDE RAIL SASH TOP/BOTTOM RAIL O18 DWG #65137 21 DWG #65106 RIGID PVC O RIGID PVC miww .210 .860 LYNN ,y /p BOX FRAME �0' �cen,eF /A�F�'% O DWG #5189 I.G. BEAD ROLLER TRACK/ANTI LIFT ?*� : *? RIGID PVC ® DWG #5112 1t1 DWG #5138 No. 68705 DUAL PVC RIGID PVC 7H1 A10 714lS • two rEcawaoovOF EXTRUSION CROSS SECT70NS r%�'�F' fZm ID .• '' �Z� J Ad lle!lNrlcRrredstsda6 retnovoea NOMMO.FL84M *m �� S+�'........1.�.. •• 4 • • •• P.O. BQO(16ZB Whid HG/lZ RO/I9'N WIJMiOW l ht '''/YNN Aft a-* T— O1s rroico�Rama 0�27m", 1:1 7 a 10 5181-2 B a�YPN.NseUm PE • ••• • ••• • • ••• • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • ••• • 0:0 •• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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 80 63 WINDOW WIDTH On) ANCHOR LOCATION # OF ANCHORS REQUIRED (TYPE 1 OR 2) 24 Head and Sill 2 2 2 2 2 2 2 2 Jamb 2 3 3 3 4 4 5 5 36 Head and Sill 3 3 3 3 3 3 3 3 Jamb 2 3 3 3 4 4 5 5 42 Head and Sill 3 3 3 3 3 3 3 3 Jamb 2 3 3 3 4 4 5 5 48 Head and SIII 4 4 4 4 4 4 4 4 Jamb 2 3 3 3 4 4 5 5 54 Head and Sill 4 4 4 4 4 4 4 4 Jamb 2 3 3 3 4 4 5 5 60 Head and $III 5 5 5 5 5 5 5 5 Jamb 2 3 3 3 4 4 5 5 86 Head and SIII 5 5 5 5 5 5 5 5 Jamb 2 3 3 3 4 4 5 5 72 Head and Sill 5 5 5 5 5 5 6 6 Jamb 2 3 3 3 4 4 5 5 73 Head and Sill 5 5 5 5 j 5 5 6 6 Jamb 2 3 3 3 1 4 4 5 5 NOTE.' FOR VIEW • THE TESTED SIS. 1 - I 1•• I••• •• • .• • as I •• • • • • • • • :0: • • • • • • •• • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHORAGE NOTES FOR BOX FRAME: ®1. ANCHOR TYPE' 1-3118° ULTRACONB BY ELCO (FOR MASONRY SUBSTRATES) I 71fiAlMOPEeeC ef'D9�1 2 - 810 SM SCREWS, GRADES (FOR METAL AND WOOD SUBSTRATES) MINIMUM EDGE DISTANCE OF 3/8". 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWUNG DIMENSIONS. 6.8" MAX. FROM ALL CORNERS JAMES -1 6.3128" MAX. O.C. HEADISILL-18" 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 8. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 1$10. 10 TEOMOLOGY NOImn6aFLao2�6 P.09 1629 NOl(Ohg9,R9GTf4 1 Rff ""..IV 11, `1 * ' N0.58705 1O AQ' STA OF I •�/� WCHOR CHARTS �.,�`�:' • FtorroP. ' ��`,�: 1nj4 Hork. RoperW/rrdow lm d-rlesiaNarit HRB 0! —NTS 1 8 d 10 5181-2 8 A 4 Pao am P9. 1318' MIN. #10 SCREW, SEE #10 SCREW, SHEET 8 FOR SPACING SHEET 8 FOR SPAT 114• MAX. SHIM --►I -- v�.r +ash r_WWW a711r FLANGE �(>•i�C��Tii_. �. MEN per_,, #10 SCREW, SEE FLANGE SHEETS FOR SPACING �'~fi�l REMOVEABLE FLANGE—/ JAMB W/ BOX FRAME HEAD W/ BOX FRAME SILL W/ BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 13 WMN APPROVED MASONRY 3.6I091 MIN. CONCRETE ANCHOR, SEE SHEET 8 .. oR 1.6 KSI M'N' CMU- 114°MAX.$HIM-1 I-�— ''., FOR SPACING . I . Ue t s•• REMOVEASLEI at ILL— _:1.FLANGE . REMOVEABLE FLANGE 3.6 K8I MIN. CONCRETE APPROVED MASONRY OR 1.6 KSI MM. CMU ANCHOR, SEE SHEET 8 FOR SPACING APPROVED MASONRY ANCHOR, SEE SHEET 8 FOR SPACING • 1318"MIN. i 114• MAX ,/4•� SHIM Max SHIM FLANGE... V•'•';'.. .. r... ;� • • .. :• v. `!: •" 13B• MSV. 3.6 KSI MIN. CdtQCTsETE .q f OR 1.6 KSI MIN. CMU 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-DADE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED 3110' 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, EMSEDED 131W MIN.. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS 18 LESS THAN 1 11r.1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1R• 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 0083 -TS 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 010 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. 6T7/YY.it INJUw1aft)f • • • 1070TECFpI0LO0YpRIVH • • • • NOKOM18, 891278 • • • • f • • • • NOICONM 191274 smio 112 1 9 -P 10 1 51912 NOTE: INSTALLATION TO THE SUBS (RATE OF 1x OR 2x WOOD SUCKS TO BE ENGINEERED BY OTHERS N.. LYNN ... . No. 56706 � �EOFII `S,/'OJ,,N,, 'A�',l- A` ww LYNN P.H. P.E88ff708 ••• • • • • • • • • • • • • • • • •• • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• smio 112 1 9 -P 10 1 51912 NOTE: INSTALLATION TO THE SUBS (RATE OF 1x OR 2x WOOD SUCKS TO BE ENGINEERED BY OTHERS N.. LYNN ... . No. 56706 � �EOFII `S,/'OJ,,N,, 'A�',l- A` ww LYNN P.H. P.E88ff708 1 /4" MAX. SHIM -+1 1-- 1t8" (.131') DIA. x 2112° NAIL, SEE SHEET 1 ® FOR SPACING REMOVEABLE FLANGE,/ L,1/S" (.131' DIA. x 21/2° NAIL, ® SEE SHEET 1 FOR SPACING JAMB W/ NAIL RN THRU NAIL FIN INTO WOOD FRAMING REMOVEABLE FLANGE 118"(.131*) DIA. x21/2' ® SEE SHEET 1 FOR SPA IVEABLE 1/4• FLANGE MAX. NOTE: INSTALLATION SHIM TO THE SUBSTRATE OF 1x OR 2x WOOD BUCKS TO BE ENGINEERED BY OTHERS HEAD W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING SILL W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING OTES: 1. FOR INTEGRAL FIN APPLICATIONS IN MU1M14MM COUNTY, USE 1f" (.131' DIA x2 lir NAIL 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1P2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2XARE 1 1/2" THK2t OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHER OR AS APPROVED BY AUTHORITY "ANG `' 4 s' 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-T6 AND A MINIMUM OF 1/8" THICK THE . � . F ''•. P 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 810 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. = * No. 68705 IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. _ J J ' 10H7/11 -'r liw ymmSTATE OF INSTALLATION bEfAItS - INT. FIN FRAME ', X'•9-4 . OR1D>.•'' 0��: J R. 1 bH0 RrALUM• • • •Corrected t�9 • to2•Jf7 ; • • da !n dealmal N POxonas Fri spa o�M14 Hmk ROUBI MdOW, I li9S�tBl?t ���AS/ONA1- ,A. isww W" ' V� HMO 12 10 m 10 5191-2 8 paji P� • ••• • ••• • • ••• • • • • • • • • • • • • • • • •• • • • •• • • • • • • • or • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE h1IAhII-RADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTl1IENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315--2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) mymmiamidade.eav/eeononil PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami --Dade County RER— Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11SH 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 l I of 11, dated 08/07/08 with revision "C" dated €0/07111, 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 other%vise noted herein. REVISION of this NOA shall be considered after a renewaf 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 revisiog+orolange in the materials, use, and/ or manufacture of the product or process. Misuse of this :10¢•ts an endetsement of any product, for sales, advertising or any other purposes shall automatically termMate this NVA.70lure to comply with any section of this NOA shall be cause for termination and removal Sf 1VA. ` ADVERTISEMENT: The NOA number preceded by the words Miami—Dade, •C"nty, FjgridI6 and followed by the expiration date may be displayed in advertising literature. If any Ix Wn of fhe'WA is displayed, then it shall be done in its entirety. • • • • • • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by%e*ihanufactfift'or its distributors and shall be available for inspection at the job site at the request of the 11174int Official. This NOA renews NOA No. 11-1013.19 and consists of this page 1 and evidencf paggs E-1 jrtd4k, as well as approval document mentioned above. ' w. ` go** The submitted documentation was reviewed by Jaime D. Gascon, P. E. ..:. NOA No. 13-1009.05 M1 MFDADE COUNTY L_> Expiration Date: January 08, 2019 .. i F'� Approval beta: 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 007/08 with revision "C" dated 10/07/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. (Submitted cinder 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. PTLr-5710, dated 08/13/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NDA No. 08-0820.14) 2. Test reports on; 1) Air Infiltration Test, per FBC, TAS 20294 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, 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 under previous NOA No. 08-0820.14 - For Reference only) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBQ2010, prepared by manufacture, dated 10/07/11, signed and scaled 4y 4ftt,�ony Itt Millein• 00:0 P. E. .. ...... .. . ...... (Submitted under previous NOA No. 11-1013.19) ..,;.. 2. Glazing complies with ASTM B1.300-04 • 0000 • 00 . • 0 0" •••• . s• sees* D. QUALITY ASSURANCE 000000 •0.0 00000 1. Miami -Dade Department of Regulatory and Economic Resourtea {SER).'. • • • • • • * e ...... e •` A • • • e sees•• Jaime Dn, P. E. • Product Control Section Supervisor NOA No. 13-1009-05 Expiration Date: January 08, 2019 Approval Date: November 14, 2013 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL. CERTIFICATIONS I. Notice of Acceptance No. 134129.27 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 seated 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. 11-1013.19) 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 under 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 under 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. f� . . a •i • 0000 Jaime D. Gas own, P. E. Product Control Section Supervisor NOA No. 13-1009.05 Expiration Date: January 08, 2019 Approval Date: November 14, 2013 9-2 •0.00• •000• •0000• 00..00. • 000.0. ...... .... f� . . a •i • 0000 Jaime D. Gas own, P. E. Product Control Section Supervisor NOA No. 13-1009.05 Expiration Date: January 08, 2019 Approval Date: November 14, 2013 9-2 •0.00• •000• •0000• 00..00. • GENERAL NOTES: LARGE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS SHEE SHEE GENERAL NOTES.... .............. _....... 1 1. GLAZING OPTIONS: A. 3/4" 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 11W ANNEALED GLASS WITH AN .= INTERLAYER OF DUPONT PVB. GLAZING DETAILS ._......„»..« B. 718° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 1/8° TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5P18" LAMINATED GLASS WHICH IS COMPRISED GLAZING DETAILS --.................. ............. 4 OF (2) LITES OF V8° ANNEALED GLASS WITH AN .000 INTERLAYER OF DUPONT PVB. SECTIONS, I.F. FRAME ........................... 5 SECTIONS.13OX FRAME .................. ... .» 6 2. CONFIGURATIONS: 1/1 AND PROMEW PARTS UST.... ...»..»....»..»...«»..«..._ 7 • • EXTRUSIONS...... ........................ „8 3. DESIGN PRESSURES: -70080 PSF (ALL GLASS TYPES LISTED ABOVE) ANCHORAGE SPACING, BOX FRAME_. 0 • • 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 130002. C. IF A TEMPERED CAP IS USED MAX. OP IS -60050 PSF. 4. ANCHORAGE: THE 33113% 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 8 THROUGH 11 FOR ANCHORAGE DETAILS. S. SHUTTERS ARE NOT REQUIRED FOR UNITS LESS THAN W. 0. REFERENCES: TEST REPORTS FTL-6710. ANSUAF&PA NDS 2001 FOR WOOD CONSTRUCTION ADM -2100 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). PRODUCT RRVIM as am vI tng'Wftb the Plmtda 8vRdAA—pha=No tGi 'y R?fPlmHon Date�Ld ..'t,-,,�''IQ. Mtam Dada Conicpr'S, tr {Jj D.O. w.r WA IETTERDA76D 1df3r1t11 rmTa maooymm GENERAL. NOTESKola aR.vasinr •t P.ae�crsm ,Vin Sin teHu Window Ca eMismdey,bb aeimr a. e� a yes A LD.o. E(07lm NONOMts' 1Lsaxra sr•oo MS 1 d 11 6181_1 C FL P.E.# 58705 • ••• • ••• • • ••• • • • • • • • • • • • • • • • •• • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAX. 76' MAX MAX. 58 318" FRAME O.D. X 82118" MAX. x 48" FIXED WB)TH DLO 821!8' MAX. 48' FIXED WIDTH DLO SEE SHEET 8 8" 4 9!8.O.C. MAXA FOR ANCHORAGE MAG TMYP MAX. TYP. REQUIREMENTS 33 314" 33 314" FIXED FD(ED HEIGHT DLO - ' HEIGHT DLO 7 78114" FRAME PRCroUCTRfiNEW t D re cpmPlplu@ with°w Plw'iJa D. Bm s� - q_ Aa¢ptaaceNo / m D�at'roua• 33314" 33 314" SASH SASH HEIGHT DLO HEIGHT DLO PRODUCT RMSED as cumply°rg wAh tlro Fbrlda ill t® .t9 4. 8' 2 114" 483WMSHWIDTHDLO MAX • Aaao uMCor at BOX FRAME INTEGRAL FIN MAX. SIZE = 62.125° X 75" MAX. SIZE = 52.1261 X 760 l �J`�`•l �,VNN d11( '�i,� S`GgtfSE�. NOTE: '^ N0' 66'05 1. FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. ' k ; FPo jNT€GVAL EIN FVAYE SF,QTIONS SEE SHEET 5 AND ANCHORAGE INFORMATION SEE SHEETI1. = o tt W h rte• OF • aPZL9Tr6tVA?Wlwtw W* T ELEVANDKT/ON3 '��Pp✓r u r nr• Tiffi aMtlM0�Y raeq�ctm° VIn lWn leNrm Window, LameMissile/ Ct �FSSttii3P�;.�`� _ c Owe sr r a"m N�COAAIB PL84474 VtrrblyBetter e�aeae eeue ams a.,.aaa ax A. L1 pMIlL1 P.E. O.GL7N8 t;h3W NTS 2 s 91 5189-9 C FL P.E @58703 MAX. 76' MAX MAX. X • ••• • ••• • • ••• • • • • • • • • • • • • • • • •• • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• ••• • • • •• •• ••• • • ••• • • 6" MAX. x =r—" e" UiM OLU�9S NOM:AL VERALL G S N NOMINAL 1V TEMPERED ANNEALED GU 39 41 OUTSIDE DUPONT INTERLAYER ANNEALED as 35 OR36 IX NOM rGLASS SITE u u PRODUQTR6d198DNd :mmA19i >vithfhsPlor(da Baing Code IL tpfrelton Data L ;Cl. OPTIONAL 4 OPTIONAL 3+� >kodaarcoaq✓j FLANGE FLANGE nuts 314" LAMI I.G. GLAZING DETAIL 3/4" LAMI I.G. GLAZING DETAIL WITH 5116" LAMI GLASS AND 1/8" CAP WITH 5/16" LAMI GLASS AND 1/8" CAP �-'o v stw ' •.• *�.� BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME =` No.bslo5 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) na 1 renexoar®rorewe 1A otolc�t�xo>,aoroRrv• � � OLAZ/Nt3 DETAILS ��0,�;••.., Fto[+�°�'��: a • nr • a Notes lMbsx�r NOI(�!W F6� Vln34 Single Hung Window, Large M uffe ar ossa NOFCoecw,Fi96474 VprblyMtuarw.W m.e teea"w ac A LYN�IMILL��t,PE D Q � s;" Fuli 3 a 11 6181-t O FL P.E.# 58705 • ••• • ••• • • ••• • • • • • • • • • • • • • • • •• • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 40- r 1>. "ITImma f OPTIONAL 71W OVERALL GLASS NOMINAL 7/8" OVERALL GLASS NOMINAL 18" LAM[ GLASS NOMINAL 18• LAMI GLASS NOMINAL W ANNEALED 1/8" ANNEALED Iii e�e"ct y: GLASS GLASS AIRSPACE AIRSPACE 0� DUPONT 000 DUPONT 1/B° TEMPERED OR PVB INTERLAYER 1/8" TEMPERED OR PVB INTERLAYER ANNEALED GLASS 11° ANNEALED ANNEALED GLASS 11X.°N' 1/Ir ANNEALED GLASS BOX OR INTEGRAL FIN FRAME GLASS BOX OR INTEGRAL FIN FRAME 31 DR 32 31 OR 32 (BOX FRAME SHOWN) ir 39flrGLLABS BITE 39 j-'G1t �TMi E 40- r 1>. "ITImma f OPTIONAL OPTIONAL l., FLANGE FLANGE Iii e�e"ct y: 7/8" LAMI I.G. GLAZING DETAIL 7/8" LAMI I.G. GLAZING DETAIL 11117 .� VYNN ft, WITH 5/16" LAMI GLASS AND 1/8" CAP WITH 5/16" LAMI GLASS AND 1/8" CAP 11X.°N' BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME * (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) N"-68105 `_ * ` to110 • 61� or '�'A�•' FLOtVREE�'C 2 0. .1: ' � ` �S0—W—. QQ�itLErrMDATVW= 1MV.0H=L0GY068 HoxMeLas "c;T DETAILS IRo.rr• nroe ti 80HEET Vinyl Singler WAs1 dowl c Moc,146788i6 Vwbly get•, /10NA APVdk.rE *— mr w4 •5181-1 ppo"m 8t0 NTS d 11 J'c L P.E.# W70 • ••• • ••• • • ••• • • • • • • • • • • • • • • • •• • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DAYLIGHT OPENING 40 49 49 OUTSIDE —MAX. DAYLIGHT OPENING FD(ED- ------MAXMNDOWIMDni HORIZONTAL SECTION (INTEGRAL FIN) HOT WELD CORNER ASSEMBLY (INTEGRAL FIN) • ••• • • • • • •• ••• • • • • • • • • • • • • • • • •• • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • u OMONAL FLANGE— OPTIONAL FLANGE WINDOW DAYLIGHT OPENING VERTICAL SECTION (INTEGRAL FIN) RoxoMls,FL3a27s NC:&2i.I�. x� 1 FL 94274 V"& ead.aue�t BFWtJD •LIGHT "ENING PRODUCrRRVMD as c=plyhtg»dill dwFlorida Rwwft* Coda Accepienco No ' Eapt Dag a4 By P. U LYNN $ * ' No. 58705 ��Ct� lO�fJ F $TATE OF UM FIN FRAME A. LYNN I4IILiLi P.E. thdow, Large Missile Impact acro- 6 a 11 6181-1 C FL P.E.# 58705 DAYLIGHT OPENING 4U 41 OUTSW 1.946 AX DAY]LIGHT OPEMN0 TYP. MAXWINDOWWIDTH- HORIZONTAL SECTION (BOX FRAME) HOT WELD CORNER ASSEMBLY (BOX FRAME) 711 OPTIONAL FLANGE— OPTIONAL FLANGE WINDOW DAYLIGHT OPENING DAYLIGHT OPENING VERTICAL SECTION (BOX FRAME) PRODucrRMSED os complyWSpMtbo FIwWa E*n NO I a � aPtodttCt uo} } /1111111/ ��ONYCEYk ` * No. 58705 o ITA*Op kJ Me KVMM%FI34=g�w, • c NotlFwlade> sx�r Paegx,aeVin 1 Stn 18 Hun Window La a Misofle tm X LYNNII1L tc P.E.sP mss'�M*'*— Half 8 - 11 5181-1 C FL P.E.# 68708 .O. 08AT7 • ••• • ••• • • ••• • • • • • • • • • • • • • • • •• • • • •• • • • • • • • ••• • • • • ••• • • • •• •• • • s •• •• ••• • • • ••• • • ITEM DWG NO. PART # DESCRIPTION 1 9621 65163 941883ALMFPoW HE6.0&JANE 2 9871 89671 BOX FRAM HEAD&JAMB 3 9520 86164 HJB3AALF HFRANESLL 4 9670 89870 SOXPPANESLL 5 7940 85102 FVMMMTTMFAL 6 7128.1 65103 NEEMPAL f JB4I' 7 7942 85109 SAWSTOP a am 65117 SALANCECOVEM 9 7092 65105 &6MMTEFIOCK 10 61644W WSTP.,.I$7X.270FJNSW 11 7092.1 86114 SASH F•NFO ff 12 7083 85108 SAMiSiDERAL 13 7748 66113 SABHLFrPAL 14 1889 7168M MRSLFFMRATE 15 186110 71894 'rLTBALANCSSHOES 16 1688 7FFHMPF FlVarHARS 17 7a2083LAW CAMSWEPL.00K 18 701338LKW CAAaWSWL0CKKWM 19 798 MW WEEP HOLE ODVM 20 7876F9111. WFULATCi 21 787aM LHTLTLATCH 22 71869SP AL.L%LSCFLWSUPPORTPLATE 23 71038W MALL HOLE PLUG 24 71884K SEnM BLOCS 25 716OW SFJTiVOM=-SELFADFE9IVE 28 7M(1FPLWX 8X1-FHTIa;H(410SSPA94W 27 7812FP11M( BXIre FH(41088RWED) 23 78X2TPA410X 8X2'7HVWLSCFWNSS 29 M114FMMlOX I#BX 1114- 8XIFF'AX OB X 1' ITEM DWG NO. PAW # DESCRIPTION 7W LAM LaOlA8S:1V7WWM0UiBOARD- 31 AWMCE- iff AId4FA1.ED- AW WS WEP AYFR- 11$'AF OUD(8118-LANG 718 -LA La(31AW:1 ANWALEDOUIBMRD- 32 AIMCE- IV ANWALED- MO PVB NrEM AYER- IW ANNFALED(OAO- LA" 33 34 • • • • • 314'LAM Le.OLABB:llB-TUAIEMOUrBOAR)- 35 AIffiPACE-I AF84FALW-.090PVBWFERLAYHi- • • 1B°AAB•J>:ALED(6/1s° LA48) 3l4'lAN/ (8.A�1/8°AM4FAL®OUIBOARD- 36 ARSPACE-1AiANi ALED-.090FVBNTE78AYER- IVANWAL8D(5F16' LN4 37 • 38 •w• 39 BLEONEDDW 1199 40 $492 851,2 GLAZNGBEAD 41 8483 86148 SDLeLAZPLOBMD ITEM 5 FIXED MEETING RAIL MATL• White Ridged PVC by MIKRON Industries, Inc. • • • • •DViG NP, 79$0 • • s ITEM 6, FIXED MTG. RAIL REINF. MATL: Alum. (608346) DWG NO. 7128.1 V.O. BSAL 1% HOLmLn6.FL3arra ITEM 9, SASH INTERLOCK MAIL: White Ridged PVC by MIKRON Industdes, Ina DWG NO. 7092 .080 i�Z-4216 '�EM 40, I.G. BEAD MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 6492 7/ L1 .272 ITEM 41, SDL BEAD MAIL• White Ridged PVC by MIKRON Industries, Inc. DWG NO. 8483 ITEM 1 I SASH REINFORCEMENT MAT'L: Alum. (6083-T6) DWG NO. 7092.1 7 a 11 1 6191-1 Florida are Floddou No OV LYNN ` Q, . 1,LCEMsF ,•F� 1k . No. 68705 AO.'a A LYISN�MILL�, P.E. FL P.E.# 58705 • • • • • • • • •• • • • • • • •w• • • • • • • • • • • • ITEM 6, FIXED MTG. RAIL REINF. MATL: Alum. (608346) DWG NO. 7128.1 V.O. BSAL 1% HOLmLn6.FL3arra ITEM 9, SASH INTERLOCK MAIL: White Ridged PVC by MIKRON Industdes, Ina DWG NO. 7092 .080 i�Z-4216 '�EM 40, I.G. BEAD MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 6492 7/ L1 .272 ITEM 41, SDL BEAD MAIL• White Ridged PVC by MIKRON Industries, Inc. DWG NO. 8483 ITEM 1 I SASH REINFORCEMENT MAT'L: Alum. (6083-T6) DWG NO. 7092.1 7 a 11 1 6191-1 Florida are Floddou No OV LYNN ` Q, . 1,LCEMsF ,•F� 1k . No. 68705 AO.'a A LYISN�MILL�, P.E. FL P.E.# 58705 OPTIONAL FLANGE ITEM 2, ITEM 3, INTEGRAL FIN SILL BOX FRAME HEAD/JAMB MAIL: White Ridged PVC by MIKRON Industries, Ino. MA rL: White Ridged PVC OPTIONAL DWG NO. 9286 by MIKRON Industries, Inc. FLANGE DWG NO. 9288 ITEM 1, INTEGRAL FIN HEADMAMB MAM White Ridged PVC by MIKRON Industries, Inc. DWG NO. 9287 •or• • • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• ••• • • • • • • • e47 1. 80 ITEM 12, SASH SIDE RAIL MAM White Ridged PVC by MIKRON Industries, Inc. DWG NO. 7093 PA BQX 7889 NOKOACB,FLS1474 BOX FRAME SILL MAIL: White Ridged PVC by MIKRON Industdes, Inc. DWG NO. 9286 ITEM 13, SASH LIFT RAIL MAM White Ridged PVC by MIKRON Industries, Ina DWG NO. T746 8 x 11 1 6991-9 051 \.YNN A% :�O••• SSAS�OFrI s� J 0,.� .., fLOR�OPGCI��• AL Example- 52.125 x 75 For 1M Wlndowa Anchors required In the head 3 A Anchors required below the MTR Anchors required above the MTR Example: 52.125 x 82.500 For View Window a 3 Head" 3 3 4 2 2 Sash' Fixed" NOTE FORVIEW WUMM USEVIEW I= 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 VWMW IS 821/2". t K ANCHORAGE NOTES FOR BOX FRAME: 1. ANCHOR TYPES: q -A ULTRACONS' 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - W MAX. FROM TOP CORNERS JAMBS - 9' MAX. FROM TOP CORNERS' ('NOT TO EXCEDE 114 OF TOTAL WINDOW HEIGHT) 0' MAX. FROM BOTTOM CORNERS C 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. 6. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 11. 1/1 WINDOW VIEW WINDOW 62118' .8H FIXED 02 IW — — — 4H SASH 'RODUCr RRVISBD .is moplyft with the Florida BAulldinB Code !7 cePi°A�to 14 aq , aFtodttctCoapu)i. * ' No. 58705 to to i/ �= STAEOF ........—..-............. .,... ., _....- t1P 1 O N0-=' '3 . 1/[stblyBetmr aa,moet rm�e sac nmrox. em A.LY�AIShb11Lt� ,P.E. D.4 08d)7/D8 atm NTS 9 a 17 S19I-1 C FLP.E.#58705 - — • ••• • ••• • • ••• • • • • • • • • • • • • • • • •• • • rMS • • • • • • • ••• • ®■©0®©© • • ••• • • coma • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L loin Ulu "13©©lam Ulm Ella ©© Ion ©in Example- 52.125 x 75 For 1M Wlndowa Anchors required In the head 3 A Anchors required below the MTR Anchors required above the MTR Example: 52.125 x 82.500 For View Window a 3 Head" 3 3 4 2 2 Sash' Fixed" NOTE FORVIEW WUMM USEVIEW I= 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 VWMW IS 821/2". t K ANCHORAGE NOTES FOR BOX FRAME: 1. ANCHOR TYPES: q -A ULTRACONS' 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - W MAX. FROM TOP CORNERS JAMBS - 9' MAX. FROM TOP CORNERS' ('NOT TO EXCEDE 114 OF TOTAL WINDOW HEIGHT) 0' MAX. FROM BOTTOM CORNERS C 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. 6. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 11. 1/1 WINDOW VIEW WINDOW 62118' .8H FIXED 02 IW — — — 4H SASH 'RODUCr RRVISBD .is moplyft with the Florida BAulldinB Code !7 cePi°A�to 14 aq , aFtodttctCoapu)i. * ' No. 58705 to to i/ �= STAEOF ........—..-............. .,... ., _....- t1P 1 O N0-=' '3 . 1/[stblyBetmr aa,moet rm�e sac nmrox. em A.LY�AIShb11Lt� ,P.E. D.4 08d)7/D8 atm NTS 9 a 17 S19I-1 C FLP.E.#58705 - — • ••• • ••• • • ••• • • • • • • • • • • • • • • • •• • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • iFZ4ilr:�:ll 318" MIN. 2x WOOD BUCK (SEE NOTE 3) OPTIONAL FLANGE 2x WOOD BUCK (SEE NOTE 3) =3 r1 318" MIN. OPTIONAL FLANGE --' JAMB W/ BOX FRAME HEAD W/ BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 1,. 3.5 KSI MIN. CONCRETE OR"KSI MIN. CMU OPTIONAL FLANGE ULTRACON WOOD BUCK M NOTE 3) 1x WOOD SUCK (SEE NOTE 3) 3118' ULTRACON 114" MAXr 8HIM JAMB WJ BOX FRAME HEAD W/ BOX FRAME THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE 1x BUCK OPTIONAL 1x BUCK OPTIONAL NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DARE COUNTY, USE ONLY MW"ADE COUNTY APPROVED 3118" 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 1318" MN -WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 11'2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS 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 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. PRODUCT REVISED ,mpiyln3,Wx dwFIcrkb BuIldiog tbdo 6" xPl`�mN� � � wf4 v ``\\v �N� LYNM A•jii'�i���i No.58705 .Y • 1.9NA •S !lamelc mw tfOt(OLI]B, FL842i4 vw* gaw a a.e m+e seen OTO pmg a Stsi70 AIT3 10 -11 1 6401-1 C FL P.E.# SS70S • ••• • ••• • • • • • ••• • • • • • • • • • •• • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • odruuw Ronda %ODUCY tU3VIS13D 3 comptyG$wIW RM FlofIflft WdldingCo& Amp,am NCO IL -10-I3.14. 2x WOOD BUCK ol�rodaN. 1. FOR INTEGRAL FIN APPLICATIONS IN MU1MI-DADS COUNTY, USE 11W DIA. x 1 112" NAIL. 2. WOOD BUCKS DEPICTED W THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1P2". 1x WOOD (SEE NOTE 2) BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 1/4" MAX. SHIM -1 I+— J I 1N DIA. x 1 V.' NAIL, 2x WOOD BUCK = * * `_ THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. No. 58705 IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. - 8' MAX. FROM (SEE NOTE 2) ° :Ap' s1l t 11 a r • 1o701'ECR DRNB CORNER & 4118' O.C.. ANCHORAGE DETAILS - Mte ra! Fin Frame - .� '•., FtoRtoP.•' ` ` or# ao %FLS xoxodls FLa4s7e �F , 'SS�ONAI � � Z T • Owl* r�clral@c+� s er ro eQoclms � WIn SIn le Hu a wm,aa aaeodronu W/ndow, Large MWIs 1 ad s. 114" MAX. SHIM VEM aw awe AM 08/07/08 tQOKO. F' 214 WA& g,♦e,. 8!♦00 NTS 99 s 19 6981-9 C FL P,E.# 58708 OPT FLANGE FLANGE 9fir MAX. V8 DIA, x 1 112" NAIL, SHIM 2114' MAX. FROM IN DIA, x 1 IMP NAIL, CORNER & 4 IN O.C. 5• MAX FROM CORNER & 4118" O.C.. 2x WOOD BUCK OFTIONAL FLANGE (SEE NOTE 2) JAMB W/ NAIL FIN HEAD W/ NAIL FIN SILL WI NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING odruuw Ronda ••• • • • • • • • • •• • • • • ••• • • • • • • • • • • • %ODUCY tU3VIS13D 3 comptyG$wIW RM FlofIflft WdldingCo& Amp,am NCO IL -10-I3.14. NOTES:y ol�rodaN. 1. FOR INTEGRAL FIN APPLICATIONS IN MU1MI-DADS COUNTY, USE 11W DIA. x 1 112" NAIL. 2. WOOD BUCKS DEPICTED W THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1P2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. �1oN. ........yfi(( 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 8083-T5 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. No. 58705 IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. - • • •• •11=VA7WI4W= ° :Ap' s1l t 11 a r • 1o701'ECR DRNB ANCHORAGE DETAILS - Mte ra! Fin Frame - .� '•., FtoRtoP.•' ` ` or# ao %FLS xoxodls FLa4s7e �F , 'SS�ONAI � � Z T • Owl* r�clral@c+� s er ro eQoclms � WIn SIn le Hu a wm,aa aaeodronu W/ndow, Large MWIs 1 ad s. ��, A LYNN MILLER, P E. VEM aw awe AM 08/07/08 tQOKO. F' 214 WA& g,♦e,. 8!♦00 NTS 99 s 19 6981-9 C FL P,E.# 58708 ••• • • • • • • • • •• • • • • ••• • • • • • • • • • • • MIAMI. MIAMI UADE COUNTY, FWRIDA 10% 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) 315-2599 NOTICE OF ACCEPTANCE (NOA) yn w.miamidade.eov/development/ PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA- Product ERAProduct 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 Series 11FD-101" Outswing Aluminum French Door w/ wo Sidelites - L.M.I. Impact", sheets 1 through 10 of 10, dated 02122/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by 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 IMPACT RATING: Large and Small Missile Impact • unit shall bear a g=anent label reFs name or logo, city, state, model/series, and following statement: Miami D e County Product Control Approved", unless otherwise noted herein. 0000 RENEWAL of this NOA shall be considered after a renewal application has been Aled and there Orae leen 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 b8W � revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this 1;�`1A ps an egdorspment of any product, for sales, advertising or any other purposes shall automatically termtgehihis NW. Jilure to comply with any section of this NOA shall be cause for termination and removal of.NQA. 860000 ADVERTISEMENT: The NOA number preceded by the words Miami Dade-Cdd+ity, Flofida,and followed by the expiration date may be displayed in advertising literature. If any ?ftbi 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 tlia a'Qufacturw-op its distributors and shall be available for inspection at the job site at the request of the Building Officiate: • This NOA revises and renews NOA No. 11-1013.22 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 Jaime D. Gascon P. E. raar�tbAaE couwr�r NOA No. 12-0516. • Expiration Date: October 18, 2017 Approval Date: August 30, 2012 Page 1 0.00.. 0000.. • 0 .0000• ••••. 000.0 • • ••0••s 0000.. PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS. 1. Manufacturer's die drawings and sections. 2. Drawing No.. 110058-1, titled Series "Alum. French Door & Sidelites, Impact', sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5212, dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. ©7-062910) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller, P. E. (Submitted under previous NOA No. 07-062910) 2. Glazing complies with ASTM E1300-02104 • • • • 00:: 0660:. D. QUALITY ASSURANCE6 • 00 • • 000 • 1. Miami -Dade Department of Permitting, Environment, and• kegulatc" Affairs (PERA) •••••• • 6666.. E. MATERIAL CERTIFICATIONS 6 • 6666 6 66 6666. 1. Notice of Acceptance No. 114624.01 issued to E.I. DuPont 11MV;ours� xv, Inc.:6::: for their "DuPont Butacite® PVB Interlayer" dated 09/08/11.----4-- on 13/11/16. • s 2. Notice of Acceptance No. 114325.05 issued to Solutia, Inc. irir " Saf plMd :0 • Vanceva clear and color interlayers" dated 05105/11, expiring oU1D5/2l/r6. :0000 06.6• 0 ::6 Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 124516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P..E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 3. Laboratory compliance letter for Test Report No. VIT,4864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 02/15/12, signal by Jaime D. Gascon, P. E. S. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-062910) G. OTHERS 1. Notice of Acceptance No. 11--1013.22, issued to PGT Industries, for their Series "FD -101 Outswing Aluminum French Door w/ wo Sidelites — L.M.I.", approved on 11/23/11 and expiring on 10/18/12. 9999 . . 9999 9999.. .. 9999 • 966999 . . 9 9999.. 6699 99 9 .. 9999 . .. 99999 9999.. 9999 9999. 00000 6999 9999.. 966.9. .6 696699 9999.. .. 9999.. 9996 Janne D. Gascon, P. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E--3 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(SZ 1. GLAZING OPTIONS: A 31W LAMI NOM. (.402-) CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS. `I C. 7/18" LAMI NOM. (.485') CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OFA DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. D. 7/18" LAMI NOM. (.465') CONSISTING OF (1) LITE OF 3/18" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS. I E. 13/18° LAMI IG NOM. (.840°) CONSISTING OF (1) LITE OF 3118" TEMPERED GLASS,1l4° AIRSPACE, (1) LITE OF 10 HEAT STRENGTHENED GLASS PLUS AN .090 PVB AN INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3/18" 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 1300-04. ® B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. 3. CONFIGURATIONS: X O, X_X XO, OX, XXO, OXX, OXO, AND OXXO. 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 O,F 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. TES REP REPORTS FTL-4984, 5212 & 8884; ELCO ULTRACON NOA: 11.0408.01, 12.0128.09; ANSIJAF&PA NDS -200S FOR1�iOOD CONSTRUCTION AND ADM 2006 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY NOA DRAWING MAP TOPIC SHEET GENERAL NOTES ............ 1 CONFIGURATIONS........... I GLAZING DETAILS ........... 1 DESIGN PRESSURES...... 2 ELEVATIONS .................... 3 VERT. SECTIONS ............. 4 HORIZ. SECTIONS ........... S PARTS LIST ...................... 8 EXTRUSIONS ................... 6,7 ANCHORAGE .................... 8-10 HURRICANE ZONE (HVH4 GLASS ABBREVIATIONS 9. CONFIGURATIONS WHICH CONTAIN ASIDE LITE TO DOOR CONNECTION: AN, a ANNEALED A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. HS. - HEAT -STRENGTHENED B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 6), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP, a TEMPERED TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. W BITE 1/8" AN. OR HS. GLASS 3/1W HS. .090 PVB INTERLAYER GLASS (DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM) 31W NOM. GLASS STACK •• ••• • • • • • •• 3/8" I:AM I NQM' • i i i i i i GLAZING OPTIOW A "R $ 14(3T9 V: 00• .0 . ... • ... . . -1 �: Z ,E- 4 �4r."0' d ... . . . . . . . • . . . . . . . .. . . • •• • • • • • • • .090 PVB INTERLAYER Goo 0 or • • • • ••• • • STACK • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2" GLASS BITE `J - ul a -1 �: Z ,E- 4 �4r."0' d ocrEwOR ..........OQ 114" AIRSPACE 3(16" HS. 311S°TP. GLASS GLALA SS G .090 PVB INTERLAYER (DUPONT BUTACITE) 7118" NOM. 13118° NO GLASS STACK GLASS STACK BITE HS. GLASS 7/16" LAM! NOM. 13/16" LAMI IG NOM. GLAZING OPTION C OR D. NOTE 1 GLAZING OPTION E, NOTE 1 4 `" o a to W i Lu R G N pGQ U' z QZ Z � N �C U- o z a 92 0 O ul a : W �: Z ,E- 4 �4r."0' d ............. ..........OQ TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS Q APPROVED CONFIGURATIONS: X, XX, O, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LIFE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A B, C, D OR E HEIGHT X WIDTH XX WIDTH 68 -M -3/4"1 8-M3/4" " 873/4" 913/,,V' 8° - 95 3/4" 371 71 +75.0 -75. +75.0 -75 +75.0 -75.0 +75.01-75.01+75.01-75.0, O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A 27 374" +75.p -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.41+67.61-67,61+64.21-64.2 36 3/4" 1+75.01-75.01+74.91 -74,91+70.41 -70.4 +66.6 -eS.6 +83.1 -63.1 363/4" X5.0 1 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR /SIDE LITES ONLY APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OX( & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LIT CONNECTION • GLASS TYPES A B, C, D OR E Q HEIGHT X WIDTH XX WIDTH 68 - 79 374" 1 70 - 83 3/4" 87 3/4" 913/4!' e - 95 314" 20 25112" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.81-49.8 +47.4 -47.4 271/2" 513/411 +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 291/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 28 3110 a 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 63 314" +43.1 j -43,11+43.1143.11+41.6 -41.5 +39.3 -39.31+37.31 -37.3 351!2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.11+37.5 -37.5 +W.61- .6 3° 371/2" 6° 71 314" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 1 +34.0 -34.0 1 +34.01-34.0 O WIDTH GLASS TYPES A B, C, D OR E 10 374" +75.0 -75.0 +75.0 -75,0 +75.0 -75.0 +75.01-75.0 +75.0 -75.0 12 374" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 SIDE LITE 213/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 =52.4 27 314" 52.9 +49.9 49.9 +472 -472 +44.7 -44.7 +42.6 -42.6 361 /8" L+35.21-35.2 +15.2 i �5.1 t35� �35'2+35.2 -35.2 +34.4 -34A 36 3/4" -%.0 t34.d -34.4 t�4b i34. •+34.0 -34.0 +34.0 -34.0 • •e• a ••• s • Q 401 >d 2 92 W J W co •t7 It • •• • • • • • • • • s • •s•• • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • NOTES', 1. GLASS IYPES: A. 3!8° AMI (1/8" A-090 PVB, 3/18" HS) S. 318' AMI (1/8' M.090 PVB, 3/1(° HS) C.7/16 LAMI (3/18" A, .090 PVB, 3118° HS) D.7/10 LAMI (3/18" HS, .090 PVB, 3118° HS) ® E.13/1 LAMI IG (3/1(° TP,1/4"AIRSPACE,1/8" HS, .090 PVB, 3118" HS) 2. COMBI ED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX.;XO(O /XO WIDTH = 731/2" MAX.O WIDTH = 1091/2' MAX.O/OXX WIDTH =107 314" MAX. WIDTH =143 3/4" 3. SINBLQ DOORS 33 518" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE qR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FSC. "ROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5. EXAMS OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A M TABLE 1. OXO WITH GLASS TYPE A 30' WIDE x ST HIGH SINGLE DOOR WITH 28' SIDE LITES DESIGN PRESSURE = +67.61-67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68' WIDE x SW HIGH DOUBLE DOOR WITH 361/2' SIDE LITES DESIGN PRESSURE = +70.41-70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30".WIDE x 87314' HIGH SINGLE DOOR WITH 26' SIDE LITES DESIGN PRESSURE _ +43.61.43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4' WIDE x 80" HIGH DOUBLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE _ +43.11-43.1 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. "6t: O �N n Q 401 >d 2 92 W J W co •t7 It O 0 cl U� a � g N Q N IF g a LL O N ,o LLL �N n iypqT�' >d C 92 — 731/2° MAX 3/4" MAX 371/2" �AMAX 95 34* 49 MAX. I --109 1/2" MAX. - - MAX-.-- E NOTE 3 ► f -�-- M". 0) 1 49 41 Q 49 r E� O Q \JE 10 E� INACT IE i 0 MA � HEJE rn _ J w Q O SEE NOTE 4 —,"- OXO 71 3/4" MAX. -- 24 9/18° MAX. DLO (TYP) W"I r143 3/4" MAX.---- f 6 31it4"— � -----SEE NOTE 3—--►�-�— awn 31X4" 3EE NOTE 4 SEE NOTE 4 OXXO 41 ~—SEE NOTE 4 363W MAX. 33 618" MAX. B DLO (TYP.) G if IG 95 3i4" 84 3V MAX. CrYP•) MAX.. X DLO (TYP.) DOOR DLO HEIGHT - HEIGHT -11 3/8" DLO WIDTH W - DOOR WIDTH 4216116" F1l—, F DLO WIDTH WC - DOOR W IDTH12 -11 5116" SIDE LITE DLO HEIGHT = HEIGHT 41 318" DLO WIDTH - =WIDTH -31W X 41 O NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIOj$SEy4�lEF•TS jL ANQ 6. • 3. SIDE LITES OVERLAP W AND'XX' DOORSPy 3/4 WWENASSEMBLED4TO MIAWE %0,'OX, 'OXO"XXX`, 'OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LATE TO M:J* T N E AP LICABILITY SHEET 2). 5. CLEAR OPENING FOR'X' AND WV DOORS % �(� D�O�S � TH'P6,646) (=' DOOR - DOOR WIDTH/2 -4.079) of ••• •• • • • •• • ••• • ••• • • ••• • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • ••• • • • ••• • • r4" 0) 1 49 41 Q r E� O Q \JE E� INACT IE i 0 MA � 3EE NOTE 4 SEE NOTE 4 OXXO 41 ~—SEE NOTE 4 363W MAX. 33 618" MAX. B DLO (TYP.) G if IG 95 3i4" 84 3V MAX. CrYP•) MAX.. X DLO (TYP.) DOOR DLO HEIGHT - HEIGHT -11 3/8" DLO WIDTH W - DOOR WIDTH 4216116" F1l—, F DLO WIDTH WC - DOOR W IDTH12 -11 5116" SIDE LITE DLO HEIGHT = HEIGHT 41 318" DLO WIDTH - =WIDTH -31W X 41 O NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIOj$SEy4�lEF•TS jL ANQ 6. • 3. SIDE LITES OVERLAP W AND'XX' DOORSPy 3/4 WWENASSEMBLED4TO MIAWE %0,'OX, 'OXO"XXX`, 'OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LATE TO M:J* T N E AP LICABILITY SHEET 2). 5. CLEAR OPENING FOR'X' AND WV DOORS % �(� D�O�S � TH'P6,646) (=' DOOR - DOOR WIDTH/2 -4.079) of ••• •• • • • •• • ••• • ••• • • ••• • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • ••• • • • ••• • • r4" 0) 1 N Q r Q � rn _ J w Q o m off LL O w ac M 1z, Lu U p Q N LLL 06� cej 3p,,ffinorth 40 NaEXTERIOR INTERIOR I f !whit j 10 1 2 60 a 37 AT HEADMAMB O 60 $ 65 ATSIWJAMB �O CLEAR -COLORED EXTERIOR INTERIOR SEALANT 62 O J ® 63 U 9 as O w co _ MAX. MAX. SIDE 62 0 CA Lou c� MAX DLO DOOR DLO LITETE � HEIGHT HEIGHT N V a �N P d ML -kt I SL VIEW G -G � d 30 61 CORNER ASSEMBLY 12 ` 40 9.ase 4 �vyw �..ir" v> 00 DOOR SEAT. AA •.; . . . . . SL SECT. B -B 20. : y� 13 . ......... . y �.a VER_ TLChL. •: •. • VERTICALROF`�.�`so ... • . • • • • • • . • • • • • • • • .. •. . • • •• .• .•• . • • ••• • . ••• • .0. ••• • • • • . . . • • •• • •• • . • . • • • • • • . • • • • • • • • .. •. . • • •• .• .•• . • • ••• • . 4 I-+ MAX 'XX WIu I 49 pxoDucrRMOwau CA48Z O ISD. �ImceNo I Dade ®9A o o® co v o �,. MAX SECC-C3148 35 36 34 44 46 45 7=HR�Tlj '5 32ul t •- MAX.'X' WIDTH 20 V A to o U- w z O w w ON INTERIOR oW Z u) H N g �- O t3 N N MAX. DLO W SECT. D-D ILL 46 21 5 HORIZ. EXTERIOR In15: N SPACING SAME AS MAX. SL WIDTH 6% JAMB ANCHOR SPACING MAX. SL WIDTH —� r (SEE SHEETS 7,8 AND 9) r� o.o O2! _ 66 �MAX_j DLO SEE TABLES 1 AND 2 AND 22 NOTES ON SHEETS 1 s 2 MA DLO z h 4^ 66 62SL SEG7.'E'E : .' • �oRAPPa,I�ABILmr SL SECT. F-F = ': z �� �' ••• • . • HORIZ. (DOOR W/SID lit%• :•: HORIZ. (SINGLE SIDE LITE) o'. . ��i. .•.••Q�o`��.�`� .� .�� ��f�rrnnttt� • ••• • ••• • • ••• • • • • • • • • • • • • • • • •• • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM DWG # RUA 86 as 99— 0 64906 HS .90 PVB 3f 10 TPI IDEAD POT# DESCRIPTION 1 843E 80411 FRAME HEAD 2 1010 Q300 .,Q -LGN .1 X .376 GH 3 7070 87070K B TH RSTRIP .187 X .300 HI H 4 8B 7866X FLU$HBdLT 3TRIKEPUITE 6 83 7938X 2 PT. LOCK STRO(EPLATE 8 868 7968A RAM HEAD STROCEPI.ATE BACKING PLATE 7 HEAD GASKETS (STOCKING # 09!18) 7832X92F'PXP #832 X.500 PH. FL MS - S.S. W/SILICONE PATCH 8. 986 7 GASKET ( ETWEEN THRESHOLD &FRAME JAItn6 9 888 70888 GASKET (BETWEEN HEAD 8 FRAME JAMS) IFILLER 10 �2A 18 EAD ADAPTER 11 11000. 819000M UT8WW0 THRESHOLD 12' 1870 871870 WBTP, .360 RD FOAM FILL SLOT SBURY#32011) 13 11004A 811 O G HOLD CHANNEL COVER 14 11001A 41 1 ACETAL SPACER .086 HOUSE INJECTION MOLDED) 16 11002A 411002A A S .086 (INHOUSE INJECTION MOLD } 18 11003A 11003A ACETAL -SPA R.140 NH E INJECTION MOLD D 916D B G) 1010 0 .,Q -LGN .180 .376 HIdH 91. 6MM C 1.000 X2.760 XQ.1 T6 23 1140 —71048 112PSAT$ X 1. Q 24 1048 83 JAMB SCREW VER CAP 2 830 4172IN SUM LATE INSERT 29-J118 10X34PFA #'10X.760 H. FL. MS 0 80 7 H 30 910D 910 DOOR PANEL, TOP 8 M RAIL 1 9111 1 DOOR PANEL, BIDE 32 91 7FRM0 HINGE U$!O 35-1178 71 P WS 0X.826 H. FL MS 34 91 8037 M S CLAMP 11 DA $116-18 THREADED ROD 3$ 900 798D A 6/98.1 FLAN09D HEX NUT 37 814A 80379M WEATHERSTRIP CHANNEL 38 7834FPT #8X.75 PH. FL. 7EK 39 7 70897 (BETWEEN PANEL H ILL 8. PANEL STIL S 40 9023 87 WSTP., .187 X.260 HIGH, FINS L 4 41720 SLOE L ABBY. (INACTIVE L 42 1146 12FPAW X.800 PH FL SMS TYPE BDS 43 121 7P30GG QNACTIVE SILL DWT PLO FR) - 44 WW R PANEL ASTRAGAL 9 {OUTSIMNG 984E DOOR PANEL ASTRAGAL 2 (O ) 48 1213 80200K TP.,Q-LGN .190 X .200 HIGH 47709 L K LOCK SUPPORT ASSY. 41707 & 4170 48 1938 7834E #8X.760 PH. FL SMS 49 98 D2P AY 2 PT: LOCK ASSY. � 8 1 LIBBER SLEEVE 61 ,930 41721 8TRIKE PL INSERT TIVE PAWL-)- 62 931 7F PX DEADBOLT STRIKE PLATE 53 1918 710X34PFA #10X.750.g1i � $MS • • • • 64 967 70967X NDLE Ot1c • • • • 65 18 710X34PFA #10X.7 fiL.. • • • • • ITt'.RA . O # POiTA DESCRIPTION 80 8920D SIDELITE HEADER 1 1D 8921 81DELRE SILL 82 8B 60361 31 LITE. B 83 1166 781P #8 X 1. QUAD PN. SMS 84 7988 HEAD GASKETS (STOCKING # 09!18) � 7899 BILL GASKETS S O . 68 89641M 31DELITE. B ADAPTER 2 1 SETTONG LOCK, 3i 1!4 X 1" SA, +!-6 71 71 K 3EiravO BLOCK, 1/18° X 1/2" X 1° W/P3A, 85 +/ DURO. 72 84222 BEAD, 7/1 73 8988 BEAD, ° 74 B ,13/18° IG 80 8 14 1/4" EAL.IO SPACER 91. 48 DINE DED BEAD) 92 D, 83 224 247 B ,THICK ED IN UD BEAD), $6 94 G OR SB 91' 98 1�. . LA33, 711 MI . $8, /1 LA I - 1 H 18° A...80 9 H3 18° 9 PLASS, 16" LAMI •3/18° 1/4° AIRSPACE, 1/ 18" H3 03 - L L eaP�9we W .O 55i& Florms wdoat X IZO SHEET METAL SCREW DUW N Q U ® r !� 21 F p o co U. Da. o6 O Z U Z 604--1 04 S2 OWC C U U d `- N ofifi�r�� oda 13 OUTSWING THRESHOLD CHANNEL COVER 8063-T6 d $ �-+--2.760-►I¢ 1.0[10 660- 125 _� � ,� o24�a O22 TUBE MULL = z ' `�-' o O 6063-Tfi - j'. s gJ `. • ••• • ••• • • ••• • • • • • • • • • • • • • • • •• • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.750 -1.750 o -1.760 1.750 o I 1.480 0 .050 - 1.620 es�odrmaRwtm�a>de 4.726 4.628 4.726 4.726 4.000 •062 4.100 082 4.100 .082 4.875 A62 4.875 4.100 L J DOOR PANEL DOOR PANEL 3Q TOP & BOTTOM RAIL 31 SIDE RAIL DOOR kNEL DOOR PANEL R ASTRAGAL &)S3 -T6 6063 -Ta{�44J) IERIOR ASTRAGAL '6 EXTERIOR 1 3 500 ("- -3.111 .7'.1 L �• 0 j .750.883 650 .683 RE 1.400 .050 0 1 Q FILLER HEAD ADAPTER O 8083 T6 TRUSSCLAMP �.3 3W GLAZING BEAD 72 7110" LAZING BEAD 8083-T8 j �•••-- ----3.100 0L3.000-1T i IA79 7 1.272 I a 1L- 050' �' F9 SA59 .076 5.212 OFRAME HEAD 6.085 .076 6083-T6 ! 4.586 060 L 079 1489 .750 .489 0 � I fes -3.100 3.000 ••• ••• • • • • • ••• OUTSWING THRESHOLD • • SL HFABER• SL SILL 11 6083-T6 • • �Q �1 6063_T8 • • • • • • • • 3.000 0� ZQ JAB FRAME. 8083-T8 1.678 `I .890 - Ob0{ 3.000 2 SL JAMB 8083-T6 2.980 050 SL JAMB Q ADAPTERd 6063T8 .250 WEATHER WEATHER 37 STRIP CHANNEL 8083 T5 01.375 2.126 .126 32 HINGE 6063-T5 r'-.172 ® .683 .050 �o IG GLAZING BEAD 74 6083 T5 _E�; �z � Z z 0 (� (tIJL J W p tq ad Q' 0 U p p O o P LL Q I- H C p Q w Z N„ '� p � a j�� n c3 y ;7 �, tid �� �.` ••• • • • • ••• • • • • • • • • • • • • • •• •• • • i •• •• ••• 0 0 • ••• 0 • HEAD ZONE "C"—1 a a °Lu X E N SILL Qp 1 ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD ZONE "D"ZONEE "17-1 a a 0 XX N ZONE-}— O"` --ZONE-{ „E„ ZONE "F° „E SEE TABLE 7., SHT. 9 SILLZONE D"�ZONE "DSILL"~ SEE TABLE 4., SHT. 9 HEAD �1 ZONE E� O SILL ZONE "E" SEE TABLE S., SHT. 9 ZONE HEAD E"1 a E� XO OR OX w SILL SILLa ZONE "D" ZONE "E" SEE TABLE 8., SHT. 9 HEAHEAD D HEAD HEAD HES }-ZONNE�ZONE P" _ZONE "F"ZON„E-} OXXO ILL ILL SEE TABLE 7., SHT. 9 "E' Z w N N SILLSILL } ZONE�Z NE "F"ZONE °F"�"ZONE- "E" i ® SEE TABLE 7. SHT. 9 EXAMPLE OF ANCHORAGE FOR A 71 314'x 83 3/4" 90C DOOR, WITH 19" x 83 3/4" SIDE LITES (SEE SOLUTION AT RIGHT) NOTES: 1. APPROVED ANCHOR TYPES ARE: 1.114" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS & #12 SCREWS 2.ANCHOR QUANTRIES ARE BASED ON SPACING &S 6Qt4.OWS (0" MAI. 04 FOR C"RETEk SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 23 fib" f/IAX. OIC. • • • • HEAD & SILL OF DOORS: 8" MAX. FROM Cb@NERS•t M&XtRQM &S1AIAL•Cr-NTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 8" MAX. FROM CORNERS AWD04 WIdM. OoC. • 3. TO DETERMINE ANCHOR QUANTITIES FIND 114E CONfIGUR/MON /30VC TRENWFER TO THE APPROPRIATE TABLES ON SHEET 9. r_ZONE"D°_j_ZONE"F°_rZ„E„ Q J E�+ .XXO OR OXX $ S'curwT�.SILL r"T SILL ZONE' • SEE TABLE 7., SHT. 9 "E' Z w N N SILLSILL } ZONE�Z NE "F"ZONE °F"�"ZONE- "E" i ® SEE TABLE 7. SHT. 9 EXAMPLE OF ANCHORAGE FOR A 71 314'x 83 3/4" 90C DOOR, WITH 19" x 83 3/4" SIDE LITES (SEE SOLUTION AT RIGHT) NOTES: 1. APPROVED ANCHOR TYPES ARE: 1.114" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS & #12 SCREWS 2.ANCHOR QUANTRIES ARE BASED ON SPACING &S 6Qt4.OWS (0" MAI. 04 FOR C"RETEk SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 23 fib" f/IAX. OIC. • • • • HEAD & SILL OF DOORS: 8" MAX. FROM Cb@NERS•t M&XtRQM &S1AIAL•Cr-NTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 8" MAX. FROM CORNERS AWD04 WIdM. OoC. • 3. TO DETERMINE ANCHOR QUANTITIES FIND 114E CONfIGUR/MON /30VC TRENWFER TO THE APPROPRIATE TABLES ON SHEET 9. A X =MINIMUM JAMB ANCHOR LOCATION. - = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3.7 ON SHEET 9.co EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A.19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; S. 713/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+$+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. • = ANCHOR LOCATION FOR EXAMPLE ABOVE A U a Ind 9:9 ��. �` 33Ni''% • J • • • • • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• A X =MINIMUM JAMB ANCHOR LOCATION. - = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3.7 ON SHEET 9.co EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A.19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; S. 713/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+$+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. • = ANCHOR LOCATION FOR EXAMPLE ABOVE A U a Ind 9:9 ��. �` 33Ni''% • J TABLE 3. X DOORS ® TABLE 4. XX DOORS © TABLE 6. d SIDE LITE Q TABLE 6. Ao & OX ® TABLE 7.0X0. XXO.OXX • (ALSO X DOOR OF XO & OX I & OXXO 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 ANCHOR TYPE & SUBSTRATE 2 3, WOOD 12 CANC ANCHOR TYPE 2 3, WOOD 12, CONC & SUBSTRATE ANCHOR TYPE $3, WOOD 1.2. CONC & SUBSTRATE ANCHOR TYPE 2 3, WOOD 1.2 CONC & SUB37RATE ANCHOR TYPE 2,3, WOOD 12, CONC & SUBSTRATE DOORWIOTHS LOAD ZONES DOORWIOTHS LOADZONES WD)_jS LOAD ZONES DOOR WIDTHS LOADZONES OOORWIDTHS LOADZOfES 'V - 25. "XX" - 47.76 L+ "O" - 10.76 'X - 26. 'A'- 25.50 TO 37.60 TO 71.76 TO 38.75 TO 37.60 TO 37.61 P� P p fu q ,;4 ��,; a-<- 47.7 m r 3:qqd�g�� a TO 71.75° Boxm WIDTH x Ftf x X 3 x x X WIDTH x FR. �q #$ WIDTH x HT. 0 0 0 o WIDTH x HT. o o x x o o x x WmTH x Hl o o o o 26.50 x 79.76 5 21 7 14 2 3 47.76 x78.7 4 3 6 4 2 3 90.75 x 79.7 4 1 4 1 10.76x79.75'4 2 4 2 10.76 x 79.7 4 2 4 2 83. 8 2 7 4 2 3 83.7 6 4 7 4 2 3 83.7 4 9 4 1 83.76 $3.74 4 2 4 2 4 2 4 2 87.75 5 21 7 14 21 3 67.7 5 4 7 4 2 3 87.76 4 1 4 1 $7.76 4 2 4 2 19 87.76 4 2 4 2 91.76 4 2 3 91.76 6 4 7 4 2 3 91.76 4 1 4 1 91.7 4 2 4 2 91.76.j. 2 4 2 85.76 8 2 7 4 2 3 95.76 5 4 7 4 2 3 95.75 4 1 4 1 95.75 4 2 Q 4 2 4 2 95.78 4 2 4 2 4 2 27.60x79.78 6 2 7 4 2 3 61.76 x 79.76 b 4 7 4 2 3 12.75 x 78.7 4 2 4 2 12.75 x 79.76 4 2 12.75 x78.75 4 2 83.76 6 2 7 4 2 3 83.75 5 4 7 4 2 3 837 4 2 4 2 83,7 4 2 -4 4 2 83.76 4 2 4 2 87.75 6 2 7 4 2 3 87.7 b 4 7 4 2 3 87.76 4 2 4 2 87.76 4 2 p�m 4 2 pp�m 87.7 4 2 y. 4 2 2 4 2 91.76 8 2 7 4 2 6 91.7 8 4 7 4 2 3 91.7 4 2 4 2 81.767 F 4 2 F 81.7 4 2 96.7 8 2 7 4 2 6 95.76 8 4 7 4 3 b 95.7 4 1 2 4 2 1 95,75 4 2 j 4 2 4 2 1 96.76 4 2 p 4 2 a 29.50 x 79.76 5 2 8 4 2 3 65.75 z 78.7 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.76 4 3 19.00 X79.76 4 3 83. 6 2 8 4 2 3 87.75 8 2 8 4 2 S. 83.7 S 4 7 4 2 3 83.76 4 2 4 2 83.754 3 4 2 83.7 4 3 1 4 2 p 91. 8 2 8 4 2 87.75 6 4 7 4 2 3 87.76 4 2 4 2 87.75 4 3 ±1 07. 4 3 4 2 5 95. 8 2 8 4 2 5 91.76 8 4 7 4 3 5 85.7 8 4 8 4 3 b 91.7 86. 4 2 4 2 4 2 4 2 91.75M43 95.76 4 2 4 2 4 2 81.75 95.75 4 3 x 4 2 4 2 4 2 x U 4 3 4 3 31.60 x 79.7 8 2 8 14 2 3 69.76 x 79.7a 6 6 5 4 2 3 21.76 x 79.75 4 2 4 2 21.76 x 79.75 4 3 21.76 x 79.75 4 3 83.7 8 2 8 14.2. 5 83.7 5 5 8 4 2 3 03. 4 2 4 2 83.7 4 2 83.767 3 5 4 2 87.7 8 2 8 4 2 5 87.7 6 5 8 4 3 6 87.75 4 2 4 2 87.75 4 3 w 4 2 w 87.76 4 3 4 4 2 5 3 91.75 6 2 8 4 2 6 91.7 6 5 6 4 3 5 91.75 5 2 4 2 81.76 4 2 91.76 5 3 0 4 2 0 95.75 7 2 10 4 2 5 96.7 6 5 8 4 3 b 95.75 5 2 4 2 95.76 5 3 4 2 95.76 6 3 '� 4 2 44 33.50 x 70.76 6 3 8 4 3 3 83.75 x 79.7 5 b 8 4 2 3 27.76 x 79.75 5 2 4 2 27.76 x 79.75 6 3 4 2 27.75 X79.76 6 3 4 2 83.75 6 3 8 4 3 6 83.7 6 5 8 4 3 5 83.75 S 2 4 2 83.75 b i z 4 2 83.75 5 3 �� 4 2 87.7 8 3 8 4 3 5 87.78 B b 8 4 3 B 87.76 6 2 4 2 87.7 b 3 < 4 2 87.78 4 2 8 3 81.7 7 3 10 4 3 5 81.75 8 5 8 4 9 5 91.75 8 2 4 2 89.75 8 3 4 3 81.75 8 3 4 3 95.76 -7T-3T-10 4 3 6 98.7 7 8 1 D 4 3 6 96.76 8 2 4 2 95.75 6 3 0 �' 4 3 4 3 ►- 96.76 8 3 4 3 4 9 35.50 x 79.75 8 3 8 4 3 5 87.75 x 79.76 B b 8 4 3 6 38.13 x79 75 8 3 4 3 38.13 z 79.75 8 4 38.13 x 78. 8 4 83.76 8 3 8 4 3 5 83.75 0 'S 8 4 3 5 83, 8 3 4 3 83.76 8 4 4 S 83.75 8 4 4 3 87, 8 3 8 4 3 8 87.78 B b 3 6 87.78 7 3 4 3 87.7 7 5 4 3 87.76 7 6 4 3 t84 10 95 76 7 3 10 4 3 6 96.76 7 8 3 6 95.76 7 3 4 3 26.74 7 8 4 3 zVz 95.76 7 6= 4 3 38.75 x79.7 8 4 37.60 8 3 8 4 3 6 71.76 7 .7 6 6 8 4 5 36.75 x 79.75 8 9 4 3 38.76 x 79.78 8 4 4 9 Q 4 3 83.7 3 8 4 3 6 83.7 i 6 9 3 83.75 6 3 4 3 83.75 6 4 4 3 83.7 8 4 W 4 3 7 3 10 4 3 6 87.7i' V I! 6-1% IP •• 87.16 7 3 4 3 87.7 7 5 4 3 87.75=6 ? 4 3 5 91.7 7 3 10 4 3 5 91.15 7 6 *D 4 O •5 i i 9476 7 3 4 3 91.75 7 6 4 3 L91.7 4 3 7 5 96.7 7 3 10 4 3 5 95.7 8 6 ••• 96-A 7 3 4 3 95.76 7 5 � 4 3 � 96.78 7$ 4 3 OR ••• •• • • • •• • ••• • ••• • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• APPROVED ANCHOR TYPES: 1. 1/4' ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G6) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4Q fV.- p AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE U SOLUTION ON SHEET B. rn Lu Lu Z N O � 0 ,A T cq a ad O Ix 0) U � g IOC G Q U a cy E P ry 04 O O Q N U � � o z c!j i q4 Lq co 2X WOOD BUCK, NOTE 2 1 318" MIN. 1_1 3/4° 13/4° � 3.4 KSI MIN. CONIC. I MIN E.D N E.D-.-1 ;9y; "?, ~"o'' •..„ .:.ed 1 3/8°TYPE 1 � 1X WOOD s ! ', ' 1 BUCK NOTE 2 �; a: ' i +:e A. j 1 314° TYPE 2 MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE1 DOOR HEAD (WOOD) 1 318" 1/4" MAX. SHIM 11 MIN. I WOOD ANCHOR ON 5 -- STAGGERED STAGGERED 20R3, NOTE •s —1/4" MAX. EXT. SHIM CONIC. ANCHOR, NOTE 1 CONIC 11/4' TYPE 1 OR 2 (CMU) DOOR HEAD (CONC) 13/8" TYPE 1 (CONC) 114° MAX. _41 3/4" TYPE 2 (CONC) SHIM -T f."..>!r': • 3/4° MIN. E.D. 2X WOOD 3.4 KSI MIN. CONC. If 13/4° BUCK, NOTE 2 1 1X WOOD BUCK, NOTE 2 EXT. 1/4° MAX. SHIM 1 31W MIN.ANCCHOONC ROODg—E!XnT- W 22X! 3/8° MIN. I� --1/4" MAX, SHIM WOOD EXT. ANCHOR TYPE 2 OR 3, NOTE 1 ID) SIDE LI 1/4° MAX. SHIM -i •-1-1 3/4° MIN. E.D. + i L 'y 1318"TYPE1 1314" TYPE 2 X1/4° MAX. SHIM _CONC. ANCHOR, NOTE 1 AD (CONC) 1 114° TYPE 1 OR 2 (CMU) 1 3/8° TYPE 1 (CONC) ° 13/4° TYPE 2 (CONIC) 3/4 MIN. E.D. f CONIC r•;� ;; NOTE 1 ANatNOR ) r + r". _1.5 KSI MIN. CMU OR WOOD o ; .;� • 3.4 KSI MIN. CONIC. STAGGERED ANCHOR. .':• " :• ,,• 1 3/4" MIN. E.D. CENTERS, • ;'': �' :� TYPE „ °,• .f.; '.-•:13/4° MIN. E.D. NOTE 1 2 OR 3, ° 2X WOOD 1X WOOD BUCK, ••': �:: • •. EXT. 1.5 KSI MIN. CMU OR NOTE 1 • X BUCK, NOTE 2 NOTE 2 3.4 KSI MIN. CONC. BUCK, NOTE 2 7X WOOD BUCK NOTE 2 EXT. DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD HOR TYPE 2 O NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114" TAPCONS EMBEDDED 1 318" MIN. (TYPE 1) OR 1/4° SS4 CRETE -FLEX EMBEDDED 1 314" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM.CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4°. FOR WOOD INSTALLATIONS USE #12 SCREWS, G6 (TYPE 3) OR ELCO 1/4" S34 CRETE -FLEX ANCHORS EMBEDDED 1 318" MIN. (TYPE 2}. 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ} 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR 61HERWT6iR1AL IS RIOT REQYIREB.•IF USED, RONSHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENdT14 OF THE,LLaj NIT jlGlsf• Z�E SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQLJ tED B 6jd Ol=f0ID D SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • ••• OR 3, NO 1 CONIC. ANCH R, NOTE 1 • WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONIC. ANCHOR, NOTE 1 1X WOOD EXT y'•� eco J ,�<<j, i n nststs• EXT• BUCK NOTE 2 -- • • • • • • • EXT• 1/4° MAX. �' NOTE 3 MAX 1/4" MAX. SHIM SHIM -"'S114"HIM SH11M M' :,, �1•` L`,. ar := 1 3/8° MIN. 1 3181 TYPE a` t•`. •'w.:;' �`!: 1 314" TYPE I 2 13/8" MIN. _1 s ; *". ' ' "' ' " 3/8° TYPE 1 '' "�' {; ' 3.4 KSI MIN. '? •: ••,: •i'•s`' � ., . • 7 314° TYPE 2 -{ 1314° 3.4 KSI MIN. CONC. CONC. : c. •.•;t;. :>c. , ' 2X WOOD BUCK NOTE 2 MIN. E.D. WOOD BUCK NOTE 2 1 3/4t DOOR SILL (WOOD) DOOR SILL (CONC) SIDE LITE SILL (WOOD) SIDE LITE SILL (GONG) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114" TAPCONS EMBEDDED 1 318" MIN. (TYPE 1) OR 1/4° SS4 CRETE -FLEX EMBEDDED 1 314" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM.CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4°. FOR WOOD INSTALLATIONS USE #12 SCREWS, G6 (TYPE 3) OR ELCO 1/4" S34 CRETE -FLEX ANCHORS EMBEDDED 1 318" MIN. (TYPE 2}. 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ} 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR 61HERWT6iR1AL IS RIOT REQYIREB.•IF USED, RONSHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENdT14 OF THE,LLaj NIT jlGlsf• Z�E SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQLJ tED B 6jd Ol=f0ID D SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • ••• • ••• • • t� a -O �o die: Q= y'•� eco J ,�<<j, i n nststs• • •• • • • • • • • ••• • • • • ••• • • ••• • • • ••• • • Panda Alf. (• O ARA �a o ` 3� ...... Nib%, t� a -O �o die: Q= y'•� eco J ,�<<j, i n nststs•