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HomeMy WebLinkAboutSUBMITTED PAPPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED /� Date: O it Permit Number: 14I o^ Building Permit Application Planning and Development services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSED IMPROVEMENT LOCATION " Address: (o Akosc cou/dti— LegalDescription: -rwg Cn2.OdE cot4OoNWIUtit-secnoQ oNE - 01v of IQ(doe 3r90 Property Tax ID #: 5L((O . Sol-0039o-ODO- Lot No. Site Plan Name: N I Ar Block No. Project Name: N rmer* Setbacks Front Back: Right Side: Left Side: .•. .. e •> > , a. .. '"' s• ,,._III 'DETAILED DESCRIPTION QF WORK ' GA,t- _tr Sunl�i«�M I IIoo mp(-F ARP i I �Kctrrinib �o�c N`rI&eT' ✓ZODM I [VJ GW—M L CA IS 6111< t6acS LI6 N-V Nb CONSTRUCTION INFO11M T10N:, rtiona wor to e e orme un ert ispermit-c ec a appy: ❑HVAC �GasTank ❑Gas Piping _Shutters ❑Windows/Doors ❑Electric ❑Plumbing ❑Sprinklers ❑Generator ❑Roof Total Sq. Ft of Construction: 0 Cost of Construction: $ 4800 S Ft. of First Floor: Utilities: �Sewer ❑Septic Building Height: OWNER/LESSEE _77`- :CONTRACTOR.`° Name_:3uQi=4 A- demep-%0i Name: M,r,9-d�Gi:2DOIrJ'/J Address: $�HSnn. U��� Company: .1 ETIS1i3 ScarH fiJLA0A11✓N/W City: f�R-i O'Ir1?GE State: Zip Code: 3 `{ 5 92 Fax: Phone No. RIB 2-905 r Address: 0& Alin &A 2-r7AL f1!!!kJ City: !�;WrA t i Zip Code: 3 K49 !4 Phone No. -77 (g5? State: Fax: "Z •-57C/y - OL E-Mail: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E-Mail: ctL 33' State or County License: /Id teWs bi-E-6-0bOy�rn B �/ If value of construction is SZ50o or more, a KtwnuGu notice or �ommencemenr n reyan ea. I "it SUPPLEMENTAL;;CONSTRUCTIONLIEN.LAWINEORMAT10N:x' Name: _ Address: City: Zip: one: state: FEE SIMPLE TITLE HOLDER: _ Not Applicable Name: Address: City: Zip: Phone: MORTGAGE COMPANY: Name: _ Not Applicable Address: City: Zip: Phone: State: BONDING COMPANY: Name: _Not Applicable Address: City: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie Countyy makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improveme toy ur p pe y. A o ' e of Commencement must be record d an os on the jobsite before t irs in ec ' n. ou ' t d to obtain financing, consult with 1 der an rney before com ncin k or eco in o Notice of Comm In Signatu of Owner/ Agent/ Lessee nature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF ii7�PJL4� COUNTY OFi9>2%/dJ The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this/ �j day of f��/ 20 14 by this/day of /7•T�/J>« . 20�g by R/G1f/A5/_ GOOIJi, )1e) _ (Name of person acknowledging) (Name of person acknowledging (Signature o Notary Public- State of Florida) o - (Signature 6TINctary Public- State of Florida I Personally Known ✓ OR Produced Identification Personally Known C--� OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No. =tl N', ANN M. I�346 Commission N °" ""•x M. GAUM (,Sa YOOMMISSIc Y; r MY cOMMISSION&EE 044346 Revised REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS PLANNING AND DEVELOPMENT SERVICES DEPARTMENT BUILDING AND CODE REGULATIONS DIVISION 2300 VIRGINIA AVE FORT PIERCE, FL 34982 (772)462-1553 Fax (772) 462-1578 PERMIT RENEWAL REQUEST PERMIT NUMBER: IV' 0- OVA 1 ADDRESS: 3 o DD A e /T 1 A Fr- PlaReCt I, Al. cSCUi% .UOw(S , am requesting that the above permit be renewed. I understand that I must schedule and pass all required inspections for the permit to be finaled. Further, I understand that this is a ONE TIME RENEWAL and the permit shall expire should I not receive a passing inspection during any six month period during the renewal period. Justification OR coNTrtACTOR SIGNATURE DATE A/t sco rr Print Name STATE OF FLORIDA COUNTY OF Petim RCkQ) e� ACKNOWLEDGED BEFORE ME THIS J DAY OFP� • , 20 11' BY _NQI 15 (j L-P-vV15 WHO IS PERSONALLY KNOWN TO ME , OR HAS PROVIDED 4:1- OL AS IDENTIFICATION. STATE OF FLORID ounty of 2QIvr, atA ON SIG OF TARY SEAL FOR OFFICE USE ONLY: Number of Open Inspections: Total Inspections: (Divide open by total to get % of open inspections) Percentage: Original permit fee: x % open = $ Renewal fee Example: [15 divided by 23=.65(0/o)] $175(permit fee) x .65=$113.75 (renewal fee) Revised 7212014 ..Wy NUBIA BROWN q NOTARY PUBLIC a STATE OF FLORIDA 9 =Comm#GG105425 to ern Expires 5/16/2021 Feb 041511:51a Jensen Beac, tiJeminum 592-9744 p.1 ' / NOTICE OF COMMENCEMENT Permit No. Z`7121) _,Q l Tax Folio No. 3'fl o State of Florida County of St. Lucie The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Legal Description of Property: (and streetaddress lfavatable): owl(% oht r jy g V^ - SEL{-lcry 6 Nt t)MrT �/ General description of improvement: �V�'✓4 Owner information or Lessevformation if the Lessee contracted for the improvement: Name � Of it Nyirmgrif Address 5:5Lf C. M.;u C.� Interest in property: Cluj Ntwl Name and address of fee simple titleholder {if different from Owner listed above): Contra Clots Name: surety {if applicable, a copy of tire payment bond is attached): Amount of bond: $ Name and address: LeOderP Lenders -hone Persons within the State of Florida designated by owner upon whom notices or other documents maybe served as provided by Section 713.33(1)[a)7., Florida Statutes: Name: - - - Phone Number: In add ition to himself or herself, Owner designates_ of Llerior's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the rampletion of construction and final payment to the contractor, but will be 1 year from the date of recording unless different date is sp=_cified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTERTFE E%PIRA'ION OF THE NOTICE OF COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST SE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECrION. IF YOU INTENDTO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR API ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Linder penalty of perjury, I declare that i have read the foregoing notice of commencement and that the facts stated therein are true to the bet of my it ledge and belief. Ownerart9see, or Ovmer's'pT Lessee's Authorized oiflcer(DirectorJPartner/Manager (Signatory's TRte'o}f-c4 / 41 /�7�,/!� !(SIgnatur r din I tru m4wasackpowlwled a heforemethis �rj' {dday�o"f(1/ 1 , 20 C� R rf .GjL� g as G(rvri/U�./C� for—/-�(//f U me Pe on Type authority(e.g.offtcer,trustee) Panydnbehalfof minstrumentwas executied �rjZft,rt, Personally known_ or produced Identification_, of Notary Public -State of Fiorit, Ty e, or Stamp Can Na qeflilotaryftbliC ype of Identification produced[ 419fl ic Slete or Flaitla R�Cr�nneysion EE0245B715/ZD14 OFFICE,USE ONLY: DATE FILED: a 5I is REVISION FEE: Ira.13 1. LOCATION/SITE 2. 3. 4. ADDRESS: PERMIT# SLL lY10- 022� RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 9 n MoS S C T- DETAILED DESCRIPTION OF PROJECT REVISIONS: W AN'& WlklOavJ NVA CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: ' CITY: PHONE (DAYTIME): _—ri OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: 5. ARCHITECTIENGINEER INFORMATION: NAME: _ ADDRESS: _ CITY: _ PHONE (DAYTIME): Revised 07/22/2014 FAX: FAX: � y• L 4,4 rt c as y1A ZIP: ZIP: Florida Building Code Online Page 1 of 2 _:#• is a HokaDeprment4 -CIS Home ( login User Registration Hot Topics Submit Surchame j Slats &facts Publications j FBC Staff j BCIS Site Map links Search Busiines , Professi i al N` ProUSER: ucicUser val Regulation yoduct Annmvnl Menu > ProJott or nooliration S,,col > AsOcanon Llst > Appllutlon Detail FL # FL15699' Application Type ew Code Version R30. Application Status Approved "Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived -� Product Manufacturer CusNm Wihdow;Bystems Inc. Address/Phone/Emall 90 S 44th Avenue -/ Ocala, FL 34414 (352) 368-6922 ekoss@cws.m AuNorized Signature Michael laFevre mlafevreSI@gmall.com Technical Representative Brian Tenace Address/Phone/Email 1900 SW 440 Ave. Ocala, Fl- 34414 x i y (J `e �.c (352) 368-6922 EA 291ST LU CO BU�IL 1ING DIVISION btenace@cws.a REVIEWED FOR CO�¢P1,�AiNCE l REVIEWED BY (� Quality Assurance Representative Cal DATE /�_ �f Address/Phone/Emall idnes 1900 SW 44N Ave. 0 S n Ocala, F134424 PLANS AND PERMIT MIST BE FXPT ON JOB cledy ms.cc22 OR NO INSPECTION WILL BE MADE. Category wmtlaws Subcategory Smgle Hung: Compliance Method Certification Mark or listing Certification Agency Keystone Certlikahons, Inc. Validated By Keystone Certifications, Inc. Referenced Standard and year (of Standard) standard Year AAMA/WDMA/CSA/301/I.S.2/A440-08 2008 ASTM E 1300-04 2004 ASTM E 1996-09 2009 ASTM E1886-05 2005 PA TAB 201/202/203 1994 Equivalence of Product Standards CerIfied By Product Approval Method Method 1 OpUon A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgwtH8j IpVzpOU... 2/5/2015 Florida Building Code Online Page 2 of 2 Date Submitted 06/18/2012 Date Validated 08/02/2012 Date Pending FBC Approval Date Approved 08/02/2012 Summary of Products FL# ModelrNumber:or Name Description i5699f1 Hd3700wii SH-3700, Aluminum Single Hung, Single Glazed, Impact LlmltsbrUSe' ----- CertlHwtion Agency Certificate Approved for use In HVHZ: Yes EL15699 ROC CAC CAR 138-1003 od Approved for use outside HVHZ: Yes FL15699 RO C CAC CAR 138-1004.od! Impact Resistant: Yes FL35699 RO C CAC CAR 138-1005 Ddf Design Pressure: +N/A/ -N/A FL35699 RO C CAC CAR 138-i022.odf Other: Large Missile Impact, see Installation drawings for DP and sizes. FL15699 RO C CAC CAR 138-1023.Ddt Glass Complies with ASTM E 130D.04. FL35699 RO C CAC CAR 138-1024.odf FL35699 RO C CAC CAP 138-297.Dtlf FL15699 RO C CAC CAR 138-298.odr FL15699 RO C CAC CAR 138-299.odf Quality Assurance Contract Expiration Date 12/28/2015 [nstallatlalCIA111C%Vtlon� �LallathoWlitsr_V5=726rKH-3'F00. SG iMoa0t Of Og f By�tTlTcas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL15699 RO AE DuPont PVB NOA 21-0624 01.odf ELJ_5§99 RO_Ag Eval Rep CWS-726 (SH-3700. SG. lmoactl.utlf Created by Independent Third Party: Yes Contact uj :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employee Couvrteht 2007-2013 State of Florida.:: Pdwmv Statement :: Accesslbllltv Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the once by phone or by traditional mall. If you have any questions, please contact 850.487.1395.'Pursuant to section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If their have one. The smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to Me public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ~T ® EE M Cre rAr E http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgwtH8jIpVzpOU... 2/5/2015 SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) 1,EQUALSPLlU(53W 6",X176") 0ESIGN PRESSURE HA ING: N- 70 PSF 7/8' GLASS Al ORIEL (63 V8° X 84") DESIGN PRESSURE RATING; N- 70 PSF TABLE OF CONTENTS GENERAL NOTES & NS......... ANCHOR SCHEDULE & NOTES 2 DP CHARTS & GLAZING DETAIL.............3 SECTION VIEWS X 271/2° .......................................4 EXTRUSIONS & B.O.M ..............................5 GLASS DLO INSTALLATION DETAIL .........................6&7 32' GLASS DLO —I 3S 12'SASH WI- �f EQUAL SPLIT (37" X 63") DESIGN PRESSURE RATING: N-80 PSF W T.7' �z W12u 12132.. PRWAlUARYM0WNRDFNIIAL 6/12/2012 III ALUMINUM IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY %*ITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: °O/X% 4. DESIGN PRESSURE RATINGS (SHEET 3) -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E-1300. 5. ANCHORAGE: THE 33 V3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6.7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEALANT USED AT ALL FRAME JOINTS. 8. REFERENCE TEST REPORTS: NCTL-2103795-1, .1A, -2, -2A ,3, 3A 9. SERIES / MODEL DESIGNATION SH3700. 10. la OR a WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X =OPERABLE SASH, O = FIXED SASH 12. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION P.E. 58201 No 58201 STATE OF MAL RELEASE 1 6/11201e a ols SW 44TH AVE. A, FLORIDA 34474 lENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT S'3700 RAWN BY: TEF DATE: 05/17/2012 LALUM SINGLE NTB DWG.NO.:CWS-726NTS DWG.NO.:CWS-726 ANCHOR LAYOUT EQUAL SPUT 37' X 63' mRUFRAME(MASONRY. WOODORMETALOPFADIG) NOTES: JSTALLATION NCHORS, SEE OTES (TYP) ANCHOR LAYOUT EQUAL SPUT53-XT6- WFUFRAME MASONRV.W 0 OR METAL OPFNIN0) INSTALL ANCHOR NOTES ( ANCHOR LAYOUT ORIEL 53-X 84' THNO FMME(MASONRY, WOOD OR METAL OPENINGI 1. A) MASONRY. WDOD.OR METAL OPENING: INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR LOCATIONS SAME AS HEAD. _ —1 2 SHIM AS REp'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4' FOR MASONRY OR WOOD,' AND 1/8" FOR ALUMINUM.; USE SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. X16' DW ELCO ULTRACON FLAT MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4' INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A EITHER DIRECTION S. 910 WOOD SCREW ANCHORS (FLANGE INSTALLATION THROUGH FRAME) MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8' INTO BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. tz— 6. b10 6M5 SCREW ANCHORS MUST BE OF SUFFICIENT, LENGTH TO ACHIEVE FULL THREAD ENGAGEMENTTHRU METAL WALL THICKNESS. T. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER, FL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPEC195D BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: AAAAINDRE4y T A. WOOD- MINIMUM SPECIFIC GRAVITY OF ".55 (SOUTHERN PINE OR GREATER) B.CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. ; yP;.. P Ng'- LOE F C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (08 GREATER). D. ALUMINUM -1/8'THICK MIN., 6063 T5 MIN. vC, No 58201 E. STEEL. 1/8' THICK MIN., 30 KSI MIN. 10. SEALING AND BASHING STRATEGIES FOR OVERALL WATER RESISTANCE 2 p V C OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT x' �9t STATE OF VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: 6/12/2012 g•0• < 4 FMNAAMA 100(FIN WINDOWS). FMA/AAMA 200(RANGE WINDOWS), PROPPIETNIYANDCONROIDRAL F•'•; 0A IO.• FMAWOMA 250(BOX WINDOWSI. FMA/AAMAMIDMA 300(EXTERIOR DOORS), THE INFORMATION CONTAINED INe IS DRAWING pISeTHE SOLE PROPERN�FLRSNOM "j Sj�/DMA IF RELEASE OF 2-1/2-SHALL BE ACHIEVED IN TEF NTS DESIGN MAX I SASH I TITS MODEL PRESSURE (PSF) SIZE GLASS O%(EOUAL) +80/-80 3T x 63' A +]01-70 53'x 75° A O%(ORIEy +70/J0 53' x 84° I A S ]/16' OVERALL 5/16° OVERALL 5/16' OVERALL 3H6' ANNEALED 1/8' ANNEALED 1/8' ANNEALED .105 DUPONT PVB INTERLAYER 00 DUPONT PVB INTERLAYEfl 090 DUPONT PVB INTERLAYER 3116' ANNEALED 1/8' ANNEALED 1/8- ANNEALED PURFECT GLAZE'H' 34 PURFECTGLAZE-H- tW-RSFG T GLAZE'H' 10 OR SIWIFLE%552 10 OR SIKAFLE%552 LEX 552 6 W4'GLASS BITE T4 GLASS SITE SS BITE 3 3 1 �3 1 'GLXSS TYPE A-- SASH GLASS TYPE A - FIXED GLASS TYPE B - FIXED LUCAS A. TURNER, FL P.E. 513201 - JINITIALRELEASE 6/11/2012 A0,O.OREW 414k,�' GP�.�LOE NSrt.•.Py%: W4TH AVE D000.5 J.r No 58207 �:�A : 1900 SW 44TH AVE. OCALA, FLORIDA 34474 =v' a:TITLE' DP CHART/GLAZING- LARGE MISSILE IMPACT 19`: STATE OF ft15: MWNBY: GATE: 6/12/2012 '0'1`'%�L OP' z. 3700 TEF 05/17/2072 PNTAIERIETARYAN000NFlDENDAL j'(RS• to V. , MODEL: GALE: DWG. NO.: WWINDOW RITTEN SYSAEM,THENFORMATIONIN. ANUSTOMWWDN THIS RAWING IS THE SOLE PROPERTY OF CUSTOMOW bIN PA S WCIS WHOLE WWIITTHOUT THE x4ip16NA' �AAP ALUM SINGLE HUNG EV. LETTERo 1 SHEEP: CWS-726 3 OF INTERIOR EXTERIOR INTERIOR EXTERIOR SECTION B-B NOTES: 1. ITEMS 14, 16, 18, 21. 22, 26, & 27 ARE NOT SHOWN FOR CLARITY. ITEM 291S NOT USED ON THIS PRODUCT. LUCAS A. TURNER, FL P.E. 58201 - INITIAL RELEASE 1611112012 No 58201 '{P� 1900 SW 44THAVE. *' # * OCALA, FLORIDA 34474 ITLE: SECTION VIEWS -LARGE MISSILE IMPACT z.Z ^90.', STATE OF : uz I S'3700 RAWN BY: TEF DP SECTION A -A 4 hem Die# Description Vendor Material 1 H-1934 Fxd. Mtg. Rail Keymark Aluminum 2 H-1946 Sash Meet. Rail Keymark Aluminum 3 H-1947 Sash Bot./Pull Rail Keymark Aluminum 4 S-1931 Fr. Head Keymark Aluminum 5 S-1932 Fr. Sill, Keymark Aluminum 6 S-1933 Fr. Jamb Keymark Aluminum 7 S-1935 Reinforcement Keymark Aluminum B SA936 Som. Adapt. Keymark Aluminum 9 S-1939 Sash Siderrop Rail Keymark Aluminum 10 S-1941 Glazing Bead. (5116" Glass) Keymark Aluminum 11 S-1954 Sash Stop Keymark Aluminum 12 S-1956 Sill Latch Keymark Aluminum 13 P3018 Wslp., .300 x .187 Bulb Vinyl Amesbury Nylon 14 P3029 Screen Pull Tab Summit Steel 15 P3033 Screen Spring. SS RaScm SS 16 P3D46 Take Out Clip 17 P3218 Screen Frame Allmetal Alum 18 P3228 Screen Spline, .155 Dia., Bilk. Dapa Nylon 19 P3305 Wst - .270 x .187 Black SokTouch Center Fin, Black Ultrafab Nylon 20 P3309 Wstp., .210 x .187 Black Soft Touch Center Fin, Black Ultrafab Nylon 21 P3321 Screen Frame Comer Key Allmetal Alum 22 P3342 ISeami Sealer, SM-5504 Schnee 23 P3352 Set. Blk., 65 Duc, 1/8' x 518' x 2' Lg. Frank Lowe 24 P3443 Wstp, .290 X.187 Black, Bulb Vinyl, Hollow Ultmfab Nylon 25 P3515 #8 x 0.625 Ph FH Type A SMS Fastenal Steel 26 P3581 Screen Cloth, 18 x 16 Fiberglass Phifer 27 P41144 #8 x 1" w/ 1/4' lead Quad PH Type A SMS Fastenal Steel 26 P4707 Sweep Lack Lawrence Nylon 30 P-4959 Wstp-.420 x .187 back PolyFin, Gray, SoffTouch Ultrafab Nylon 31 P-5228 Sash Cam M8M F-23/a I a 21 li 1116' 3 S-1931 HEAD, FRAME c H�21/z' NONE• ALL ALUMINUM EXTRUSIONS ARE 6063aT6 falls' /16' 2 V16" 2 7/fi I^r 11/P 1 H-1946 S-1935 S-1956 MTG RAIL, SASH REINFORCEMENT LATCH, SILL 21Y16' I 5 1/16' 6 112- 9 4131/4' 1/2' I/I6' L 2,/2' 1 .050 1' 3l4'+—I S-1932 H-1934 S-1939 S-1949 SILL, FRAME MTG RAIL, FIXED SIDE RAIL, SASH GLAZING BEAD, 7/16" 2-2 MIN. EDGE ICI SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT - BY INSTALLER 1 BY WOOD BUCK BY OTHERS.- 1 1/4• MIN. EMBEDMENT [A] [C] 11/4. MIN. EMBEDMENT SEALANT BETWEEN BUCK IC] AND OPENING BY OTHERS • CONCRETEIMASONRV • > ' • ,CONCRETFJMASONRY BYOTHERS •'ei A• ,•o, ! : •p/ BYOTHERS "••i •4 ° • e .� • INSTALLATION ANCHOR, 4 1 BY WOOD BUCK BY 114' DIA. MASONRY SCREW. .�• °•i'i OTHERS. [Al [CI MAX SHIM 11 2�/T MIN. EDGE DIST. Ai�;- [a] SEALANT BETWEENBYINSTAOTHERS T'J AND OPENING 6V OTHERS J/4'DI .MASONRY SCR. i/4• D10. MASONRY SCREW [CI EITTERIORFINISH— EXTERIOR & INTERIOR HERS D• s •D° ° D ° . • D •r p r D.s•s•O�s �i�s' D�rD •°�rD. s•°Ds °•Dr•OD s D prD DDp De°D'°•De D•D •s ° p BETEMUSONRV HERS A VERTICAL SECTION ° 6 FRAME IMASONRY) MAXSHIM i/4' MAX SHIM IB] 1-W MIN. EMBEDMENT INTERIOR 101 ➢E MIN EDGE DIST N / [D] INSTALLATION ANCHOR, `D] W000 SCREW. EXTERIOR B HOflIZONTAL SECTION C HOR120NTAL SECTION 6 FRAME (MASONRY INTO IX BUCK) 6 FRAME(2X WOOD BUCK) NOTE: HEAD AND JAMB SIMILAR FOR 2BY INSTALLATION. SILL INSTALLATION SAME AS SHOWN BELOW. 1-1 REFERENCE NOTES: 114. MAX SHIM (A] SEE NOTE 10. SHT 1 [a] IBI SEE NOTE 283, BUT 2 IC]SEENOTE 4.SHT2 ID]SEENOTE S.SHT2 LUCAS A. TURNER, FL P.E. 58201 - INITIAL RELEASE S/11/2012 I/q_ MIN. EMBEDMENT Y ' ,,�: ,,0WORE WRJDOWS &DOORS �v! No %1$: 58201 1900 SW 44TH AVE. OCALA, FLORIDA 34474 MIN EDGE DIST yy �•D�0; - TITLE: ; INSTALLATION DETAIL THRU FRAME - LARGE MISSILE IMPACT y� 49'. STATE OF : W� SERIES: �OT':F 3700 A B PATE: TEF OS/172012 6/12/2012 PROPwEfARYANDCOURDENOAL P 2/`A:� Aj�(NS •.<ORID G\,� OOEI: CaLE OWD. NO.: THE INFORMATION CONTAINED IN THIS DRAWING IS THE 20LE PROPERWOF CUSTOM ,A 3�•...... °°� ALUM SINGLE HUNG O CWS-726 WNDOW SYSTEM, INC. ANY REPROOUGIIPN W PART OR AS A WHOLE WTRIOUT THE WRITTEN PFNNWHON OF CUSTOM WINDOW SYSTEMS. NC.6 PROHIBITED. A 4TIPlPIIPI EV. LETTENTS SHEET: 6 OF 7 IDI SFAW BEHIND FLANGE —1 1/W MAX SHIM IBI BYINSTALLER [DI INSTALLATION ANCHOR VS° MA%SHIM IB] SCREW ICI -- DI PERIMETER SEAIANT - - I I BYINSTALLER II -- INSTALLATION ANCHOR, 410 SCREW ICI SEALANT BEHIND FLANGE II BYINSTALLER E HORIZONTAL SECTION 7 EXTERIOR LIUL—Il INTERIOR 1 II - II II PERIMETER SEALANT BY INSTALLEq PEPERENCENOTES: 1I0" MAX SHIM �IBI JAI SEE NOTE 11, SHT 1 IBI SEE NOTE M3, SHT 2 JCISEENOTE 6.SHT2 T IDISEENOTE 9,SHT2 IEISEENOTE D,SHT2 IOI LUCAS A. TURNER, FL P.E. 58201 - INRIAL RELEASE 6/112012 T�pTLTpREtyTTAAi 0E N&.... raNRJDOW$ INSTALLATION ANCHOR, y�.GP5. "I 4:,. N. 53201 6P- &DOORS 1900 SW 44TH AVE. N10 SCREW ICI e # ¢ { OCALA, FLORIDA 34474 * ^9, INST. DETAIL, METAL, LARGE MISSILE IMPACT D HORIZONTAL SECTION STATE OF' :4U� �0�..,� .-'S. 4/�. S: SAWNBY: 3700 DATE: TEF 05/17/2012 P PRDPRIETARVANO CONFlDENDAL 6/12/2012 GF .0 0, LO N. THE , 0"` OOEL: CALF: ALUM SINGLE HUNG DWG. NO.: NTS CWS-726 N INFORMATION CONTAINED IN THISORAWIND IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. No.ANYREPROOUOTION IN PART OR ASA WHOLEWRHOUTTHE A�A,p 7ONAL p"� EV. LETTER: $HEFT: WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 7 GF 7 I JOSEPH E. SMITH, CLr:- _-� OF THE CIRCUIT COURT - SAINT." -t'IE COUNTY t FILE # 4007636 OR I." _,3684 PAGE 949, Recorded 1 12014 at 01:35 1 F NOTICE OF COMMENCEMENT Permit No. PIC I L( CC) ' V ���x Folto No. ?iYIO — Sol - Ob?16- 000 - f State of Florida County of St. Lucie The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. legal Description of Property: (and street address If available): rylF G✓/ �awOr�lAa. r r7nL 5'am-1, G-C j&'V 11 D (02 ff9o- /t8o General description of Improvement: .l V�'aLLM1 Lessee contracted for the Improvement - Name Address Name and address of fee simple titleholder (if R1different from Owner 'T Committees Name: )d8% I&Ai 4%' 11Wra+Aavt Surety (if applicable, a cagy of the payment bond is attached): Amount of bond: $ Name and address: I - Persons within the State of Florida designated by Owner upon whom notices or other documents may he served as provided by Section 713.13(1)1a17., Florida Statutes: In addition to himself or herself, Owner designates of to receive a copy of the Lienmes Notice as provided In Section 713.1311)(b), Florida Statutes. Phone number of person or entity designated by owner. Eapiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the ca ntractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART L SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE 10B SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts slated therein are true to the best of my kn ledge and belief. (Si tore ofOwner or ssee, or Own /l/e'sseepps A,,lahorized Officer/Director/Partner/Manager W v� (Signator/f Tifle/OTITCej/j /j{1J� The for ring irryJ�stru nt was ack(/owledged before me thee( day Dfl a' • Z I,, State produced Identification_ Publlc Type of ldentICation produced yr�W, Notary Putee guly of Fbnda Y• John Lee Tinney %g My CammRskm EE024557 V. EaPinis 1111512014 7UDI-Fq- IN •moo 11- al KicCfrut78 S8�{� 14ast ()CA r . N ov 2x3X . /zs � r� �slrM rs�nc EPA C r T 4 PDW Aim , Fc mew /�r2oatti - E s u�rti iNC G (%VRC5UA l(oo ►up o r i L(UIN aoom I a � 0 ' SLtO NV Voo2 1 i ® J ` �lalN-id UbldT�nS� E!XISri/W6 6A,& CW54" tACM r 0 • •.•....•.•�•.•.�.•.A••. #Mm:.;u I&,q Q Florida Building Code Online Page 1 of 3 �� �:x}ianment acts Home tog In i User Registration Hot Topics Submit surcharge Stats a Fads Publications FBC Staff BCIS Site Map i Links ! Search Busines Professil product Approval USER: Public User Regulation Product Aooroval Menu > Product or Application Search > Application U > Application Detail "Eaflm*3fiT `W FL # FL253T Rk ='. Application Type a Is on Code Version 2010 Application Status Appro % d *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived f Product Manufacturer RGT In'dustrH Address/Phone/Email 070 echnology Drive .Nokomis, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature lens Rosowski jrosowski@pgtindus if t k Technical Representative lens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category -Ex[erwrpoto Subcategory SwingingjExtenor Dom o� n�Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvwelwRFXRv... 10/14/2014 Florida Building Code Online Page 2 of 3 Date Submitted Date Validated Date Pending FBC Approval Date Approved 01/28/2014 02/04/2014 02/07/2014 FSummary of Products FIL FL # , u Name Description WlnGuard Outswing Aluminum French Door with or without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R13 C CAC 12-0516.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/18/2017 Design Pressure: N/A Installati -' ". Other: Please see Miami -Dade County Notice of • -13 II tf--�2'05f6!02rod + " Acceptance (NOA) for product performance Information, er7fledl8y'1Mia '- CER anchorage details, and anchor type, size, and spacing Crea e y ndependent Third Party: Information. Evaluation Reports Created by Independent Third Party: 253.2 FD-101 (Non -Impact) Outswing Aluminum French Door with or without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R13 C CAC 12-0516.03 NON.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date !, Impact Resistant: No 08/02/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of FL253 R13 II 12-0516.03 NON.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 253.3 FD-455 (Non -Impact) Outswing Vinyl French Door with or without Sidelites and --. Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R13 C CAC 13-0815.04 NI.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/23/2019 Design Pressure: N/A Installation Instructions Other: FL253 R13 II 13-0815 04 NI.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: . 253.4 FD-555 (Impact) WlnGuard Outswing Vinyl French Door with or without Sidelites and Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R13 C CAC 13081503 LM.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/23/2019 Design Pressure: N/A Installation Instructions Other: Fr253 R13 H 13081503 LM.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 253.5 FD-650 (Non -Impact) Outswing Aluminum French Door with or without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R13 C CAC 11-1013.23.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2015 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of FL253 R13 II 11-1013.23.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 253.6 FD-750 (Impact) WlnGuard Outswing Aluminum French Door with or "'. without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R13 C CAC 11-1013.24.odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvwelwRFXRv... 10/ 14/2014 Florida Building Code Online I Page 3 of 3 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/24/2015 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of FL253 R13 II 11-1013.24.Ddf Acceptance (NOA) for product performance Information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 253.7 5E-3550 (Impact) Outswing Aluminum Storefront Door with or without Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R13 C CAC 12-1005.02.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/17/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of FL253 R13 II 12-1005.02.Ddf !, Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER 1. anchorage details, and anchor type, size, and spacing Created by Independent Third Party: ''. information. Evaluation Reports 11 Created by Independent Third Party: Back Nex[ Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone- 850-487-1824 The State of Florida Is an A VEEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Flonda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The smalls provided may be used for official communication with the licensee. However ema ll addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: http://www.floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDgvwelwRFXRv... 10/ 14/2014 MIAMIJOADE MIAMI—DADE COUNTY, FLORIDA L1►111N 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) N w v.miamidade.eov/develooMjW 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 Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Veloci DESCRIPTION: Se 'e x`FD 101" O�' utsw ng Alumtn' um French Door w/wo'Sidelites - .M I. APPROVAL DOC NT: Drawing No. 110058-1, titled Series "Alu idelites, Impact", sheets 1 through revlslon "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 County Product Control Section. MISSILE IMPACT RATIN ge:and Small Missile'Impa6t Resistant' LABELING: Each unit shall ear a or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 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. cptration Date October l8, 201 $ Appro`va Date._Aug"-u 30,20 Page 1 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, ImpacV, sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08114/12, 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. 07-0629.10) 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. 07-0629.10) 2. Glazing complies with ASTM E130042/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.114624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09,/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 114325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05105111, expiring on. 05/21/16. —c Jaime D. Gascon, P.-t. Product Control Section Supervisor NOA No.12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E-2 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1, Statement Ietter 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. FTL-6864, 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, signed by Jaime D. Gascon, P. E. 5. 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. 07-0629.10) 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. Jaime D. Gascon, P. It 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(S) OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM B. 3%B��AMI N -� � STING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX4<EEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7116" LAMI NOM. (.4659 CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. D. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3118" HEAT STRENGTHENED GLASS. ® E. 13/16" LAMI IG NOM.1840" CONSISTING OF (1) LITE OF 3116" TEMPERED GLASS, 1l4" AIRSPACE, (1) LITE OF 1/8! HEAT STRENGTHENED GLASS PLUS AN ,090 PVB NOA DRAWING MAP INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3116" 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, 0, XX, 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 GF THE FLORIDA BUILDING CODE. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. �1 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: ®TEST REPORTS FTL-4964, 5212 & 6864; ELCO ULTRACON NOA: 11.0408.01, 12-0126.09; ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY TOPIC SHEET GENERAL NOTES ............ i CONFIGURATIONS 6­ GLAZING DETAILS........... 1 DESIGN PRESSURES...... 2 ELEVATIONS- .................. 3 VERT. SECTIONS.... ......... 4 HORIZ. SECTIONS ........... 5 PARTS LIST ...................... 6 EXTRUSIONS ................... 6.7 ANCHORAGE .................... 8-10 HURRICANE ZONE (HVHZ). GLASS ABBREVIATIONS 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. HS. = HEAT -STRENGTHENED B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP. =TEMPERED TABLE 1., SHT. 2. REFER TO TABLE 2, SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. 93 93 I I ® 91 !3a 1" GLASS SITE u 1/2" GLS! U 2EXTERIOR EXTERMR 94 a 94 1/8" AN. OR 3/16" AN. OR HS. GLASS 3/16" HS. HS. GLASS 3/16" H5. .090 PVB INTERLAYER GLASS .090 PVB INTERLAYER GLASS (DUPONT BUTACITE OR (DUPONT BUTACITE OR SAFLEX/KEEPSAFE SAFLEX/KEEPSAFE MAXIMUM) MAXIMUM) 7116" NOM. GLASSSTACK 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 !4 n S BITE E%TERIOR �} 1/4"AIRSPACEANOM. 3/16"HS. 3116"TP. GLASSGLASS .090 PVB INTERLAYER8" HS. GLASS. (DUPONT BUTACITE) STACK 13/16" LAMI IG NOM. GLAZING OPTION E, NOTE 1 � N O 3 F Q O� n W J .7 ,z• W , yW a. F N F-O Nw IL LU ❑ K 0 g o Z H- W f zco LU 2 ❑ 3 C7 U ❑ Q W Z ❑ Q � F Z LU L, C 0 N a QN yy� InZ EQ ® �yNywn N N Y� JNRJ of , NOTES 1 GLAS ����-� (.AML. 170�,=090:RVB h- �B B-89QPOByM C. 7/16' LAMI (3/16" A, .090 PVB, 3/16" HS) PR6DUCTREM''l•'-^ emla"scba"w�.02 AceePlen N u ExpWtlonD ' j B/ MiamiDod�r `aau D. 7/1 LAMI (3/18" HS, .090 PVB, 3/10" HS) ® E. 13/1 LAMI IG (3/16" TP. 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3116" HS) 2. COMBIi,IED DOOR 851DE LITE WIDTHS FOR TABLE 1 OR 2. MAX. X/XO WIDTH = 73.1/2" MAX. XO WIDTH = 109 1/2" 'MAX. XO/OXX WIDTH = 107 3/4" MAX. XXO WIDTH=1433/4" 3. SINGLF,DOORS 335/8"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE 4R OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE Y N ffiO K gg o g Q D O o $o W W F N !n g (0 O LU 4 < FBC. NARROWER DOORS MAYBE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGI•J PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5. EXAMP�ES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES; EX. A F OM TABLE 7. OXO WITH GLASS TYPE A 30° WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +87.6 /.67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68° WIDE x 85"HIGH DOUBLE DOOR WITH 361l2"SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C N w � N M a Z OO 0<LL UU p , /n as Q O O 0 U w E , _. , LL � O N w Z o K N p D. o QON ® r d �$ Reo 'S OSnY 62 g ' 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 033/4" WIDE x BO"HIGH DOUBLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE =+43.1143.1 PSF 8. 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.- =z:z �J:t) , ?... �N/02�,a yL��j 2: y n \ l p: Q'il'8p it o; Z uZ OO N4; O�2n IS Nb *IiI�IF�`I TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS (, APPROVED CONFIGURATIONS: X, XX, O, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C, D OR E HEIGHT H XX WIDT �fi1179 �."'�0-833/4" B73/4" 913/4" 8°-953/4" 4t$7-1/2;' 71 ^475r0; �5,0: +7 .0 -75.0 +75.0 -75,0 +75.0 -75.0 +75.0 -75.0 �' O WIDTH _""� - GLE SIDE LITES WRH GLASS TYPE A 27 3/4" +75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 ,. 7 +75.0 -75.0 +71.4 -71,4 +67.8 -67.6 +64.2 -64.2 +75:0 -75.0 +74.9 -74.9 +70.4 -70.4 +86.6 -66.6 +83.1 O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E 36 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR I SIDE LITES ONLY APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR &SIDE LITE CONNECTION GLASS TYPES A, 8, C, D OR E HEIGHT X WIDTH XX WIDTH 6°-793/4" 7°-83314" 873/4" 913/4" B°-953/4" 2° 251/2" q° 473/4" +58.8 -58.6 +55.4 -55.4 +52.4 •52.4 +qg,g -0g,8 +47,4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -09.0 +46.5 -06.5 +q4.3 -44.3 291/2" 553/4" +51.7 -51.7 +48.8 -48.8 +q6.1 -06.1 +43.8 -43.8 +41.6 -41.6 26 31 1l2" g° 59 3l4" +49.0 -06.2 +43.6 -03.6 +q1.4 •41.4 +39.3 -39.3 26 33 1/2" g4 63 3/4" +43.1 -43.1 +q3.1 -43.1 +41.5 -01.5 +39.3 -39.3 +37.3 -37.3 35112" 67 3l4" +38.1 -38.1 +38.1 -38.1 +38.1 -36.1 +37.5 -37.5 +35.6 -35.8 3° 371/2" g° 71 3f4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 O WIDTH GLASS TYPES A, B, C. D OR E 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 SINGLE W. +72.4 -72.4 +68.¢ -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 SIDE LITE 21 3/4" +64.5 -64.5 +81.0 -81.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3l4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -04.7 +42.6 -42.6 361l8" +35.2 -35.2 +35.2 -35.2 +35,2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 r--73 1/2"`MAX. 36 3)4 (TYPJ F- -1091/2°MAX. 36314" f_ M63V 3 SEE NOTE + -'iF . 314 1433/4"MAX.-- 36314" 36 314° SEE NOTE 3-- _I--LAAV _- MAX 49 41 95 F TM ( Ef 1 10 �E Ef lE 1 O AC . X INACI T O SEE NOTE4�� NOTE 4OXOR SEE NOTE4 SEENOTE4--" XO OXO 71 3/4' MAX. MAX. AX. 3712" I"��, In-� 24 9/16' MAX. DLO, I -(TYP.) B- G CI OXXO 41 -SEE NOTE 95 JG 314" MAX. (TYP.) 84 ale" MAX. DLO (TYP.) DOOR DLO HEIGHT =HEIGHT-11318' DLOWIDTHW -DOOR WIDTH -1215/16' F[ i OLD WIDTH'XX'=DOOR WIDTH2-115/16' JC SIDE LITE _0 DLO HEIGHT - HEIGHT -11 3/8' DLO WIDTH = WIDTH -31/8" A- xx 41 " O NOTES: 1, FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND S. 3. SIDE LITES OVERLAP AND'XX' DOORS BY 3/4' WHEN ASSEMBLED TO MAKE NO','OX','OXO''XXO','O)M AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR AND'XX DOORS AS FOLLOWS: ('X'DOORS = WIDTH -5.646) ('XX'DOOR = DOOR WIDTW2-4.079) Y N ❑ 14'K. 7J K O Q Q �0 L6 o $EPp o LU c F- .E Ln p F- N W O M z 2 I- 111 ❑ = Z U W to U Z Z =w O LL 0 Q ~ i ' 4 � E N KpJ yJ ❑ 8W EQ n� alx� Tu_,T�citi S= g CIA)O N CA)O CO C) W m V .I A O 0 < O m ;a _ m o 0 D 1 r D , �m m x _ZZ ~'A y m m O A m O m O A -O� A T < r m m A m � D n o � 03 r do m� m D 9 A d) � O O W Z x ym 0 O '° cn Z r m � _ m c � O m , � L7 r N N cn A y -ai y m c g m m uuuur APR. ADDED HEAD / SILL J ROSOWSKI `�`••••k'; D 2012 GASKET DESCRIPTION 0ieni0e1a 0 8� *.' No.58705 _ 04/04/12 VERTICAL SECTIONS • Off ''. $koRlD... 1070 OI.OGY YOJS� TrtK ''�:CSS/pNAI �•`` P.O. BOX 1529 ALUM. FRENCH DOOR & SIDE LITES, IMPACT NOKONS. R 3 04 yrtn�NM,t Smlx gee[ ? •�Tg Na Rx n.0vr`1dLhivLra W. • /29398 . F0.101 NTS 40F'J ,' 11005-1 D P£AS OS mrm 4 49 =UCTRhT6WFD r MAX.'XX'WIDTH ucompgmd. 12 FlmlEa B�numscom 2-D51In.0 A<a outs Na Mlem OOJePro&c�Con / a o Appo a �MAK. �MAX.� 4 8 o DLo 'XX' SECT. C-C DLO 31 Lu o 35 36 34 44 HORIZ. 46 45 '5 20 o MAX.'X'WIDTH x N y ZO w 1 O W Q U Q H INTERIOR U W J Z Z a' Z� � L � N O W O �MAx.� ��II III/. y N g 6 N K DLO 'X' SECT. D-D E%TERIOR 02 46 21 5 HORIZ. SPACING, SAME AS ® si r I- —MAX. SL WIDTH —I 67 IAMB HEFTS 7, 8 AND 9) I. ----MAX. SL WIDTH—1 X � .a I (SEE SHEET07,BAND BJ I r`xr.' EL E s= 66 ikMAX.�MA%.wDLO 22 SEE TABLES 9 AND 2 AND DLO z; N p Z y NOTES ON SHEETS I & 2 ; � . y a 4: p W 66 62 62 FOR APPLICABILITY SL SECT. F-F n ' y " SL SECT. E-E moo,, HORIZ. (DOOR W/ SIDE LITE) HORIZ. (SINGLE SIDE LITE) ',y/ryy*........pF`;> �iigllnu"` ITEM DWG # PGT# DESCRIPTION 1 943B 60411 FRAME HEAD 2 1010 8g300 WSTP.,g4.ON .190 X.375 HIGH 3 7070 87070K BULB WEATHERSTRIP ,181 X.300 HIGH 4 955 7955X FLUSHBOLT STRIKEPLATE 5 938 7938X 2 PT LOCK STRIKEPLATE 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 7 7832X72FP%P #B32 X.500 PH. FL. MS -S.S. WlSILICONE PATCH 8. 995 70985 GASKET (BETWEEN THRESHOLD 8 FRAME JAMB) 9 B98 70996 GASKET (BETWEEN HEAD 8 FRAME JAMB) 10 952A 6533016 FILLER HEAD ADAPTER 11 17000 811000M OUTSWING THRESHOLD 12 1870 671670 WSTP, .350 RD FOAM FI ITEM WG# PGT# DESCRIPTION 80 0200 6920D SIDELRE HEADER 01 021D BB21 SIDELRE SILL 62 0168 60387 SIDELffE JAMB 83 1165 T81POA #8 X1,000 QUAD PN. SMS 64 898 7888 HEAD GASKETS (STOCKING #70998) 65 889 7899 SILL GASKETS STOCKING #70998) 68 34A 81641M SIDELITE JAMB ADAPTER 87 #12 X1.000 SHEET METAL SCREW 70 .712fi53K SETTING BLOCK, 3/32"Xil4"X1"WIPSA. 85+/-5 DURO. 71 i 71287K SETTING BLOCK, 1116° X1l2° X 1" W/PSA, B5+/•5 DURO. 72 4 A 84222 BEAD, 7l16° 73 88 6888 BEAD, 318" 7a s78 s4Ds7 BEAo,1a/1s° to BO 6DURAK74 1l4' DURASEAL IG SPACER 91 � BTP2AS BULB, THIN (USED IN EXTRUDED BEAD) 92 BBB 84888 BEAD, INTERIOR 93' 224 eTP247 BULB, THICK (USED IN EXTRUDED BEAD), 66+l-1 DURO. 94 LAZING SIL CONE; OW 0990R 9B3 B6 9S, 3/8" I - 1/e" A, .BO PVB, 3li6' HS HS, .BO PVB,HS 97 LASS, 7/1S' LAMI • 16" A, .90 PVB; 3/1 " HS 88 LASS, 7NB" LAM[ .31i6' HS, 180 pVB, 3l16" HS 98 GLASS, 13H8° LAM] 10 - 3/16° TP, 1/4° AIRSPACE, 1/8" HS, .BO PVB, 3118' HS 103 OFF -THE SHE DEAO.BOLT LOCK ' PRODUC RENEW D mwmplYinO mIN Ne Flvridv DYIIdivg Cady Acccprvn Ue 1 Mlmd Me Pmdu Co ® Y O ® a U0 O o a ®o ® ®� W W s O_ N LL a wo O ® Z p- F Q F WZ .504� N J LL p ass �� .360 ¢ N a '¢ d OOUTSWING THRESHOLD 13 CHANNEL COVER 6063-T6 Y Qg p d $ r-2.750�1 o3n �i o� oo ,.�`" iT3�N� ..... TUBE MULLrro':Z- 22 6083-T6 —i'w q l . V' Z %� W Lus L 1.750 -1.750 1.750 1.750- P600ucruPN6wm -.{ r 1.620 ucam0lyi�xi�M1the Flulde I r1.4801 .050 Aucpmvec - 61,1�.0 6. Dycm�pry ci^� .250�{ I-�- M�/1vN�/,DYeEa P�mEmcun-w 4.726 4.726 I 4.726 ,050 37 TRIP CHANNEL WEATHER 4.646000 062 4.100 082 4.100 .062 4.675I 062 3.000 B063-TS Y o UJ v F 4.675 0.375 U j 4.100 8 DOOR r 20 FRAME, 2125 F .125 & 5 JAMB R� 6063-TO J n DOOR PANEL DOOR PANEL DOOR dANEL DOOR PANEL O (jQ TOP 8, BOTTOM RAIL 3� SIDE RAIL ' 6063-TB 6063-T5 44 INTERIORASTRAGAL 45 EXTERIORASTRAGAL O HINGE n U7 LL {�1.500 6063-TS'. 6063-T5 1578 32 6063-T5 H O 31� 855 3:7t7 .1251� 1� �...-.558 F~.5050 -"�.69 O Z t F- 750 O50 550 .683 1.400 --�- - �-. .050 �-.0 ® o N z 1 OSO� LU TRUSS CLAMP 3/8"GLAZING BEAD 7116" GLAZING BEAD1. 3.000 083 O50 Q O � Q FILLER HEAD ADAPTER 34 6063-T5 73 6003-TS 72 6063-TS d N ? LL o 6063-T6 1 S d p F r-3.100�� t.092 8 ¢ W �3.000--1 JG kJ IG GLAZING BEAD L] lll C I u 1.478 O SLJAMB 74 6063-T5 T s2 6083-T6 1.272 �97 --.{I 830 .050 5.459 .075 5.212 Iu o5 �6 FRAME HEAD 6.085 'of z O 6063-T6 '07S 4.SB8 ]� 2.980 ``h7111 I n I p�4 .050 J50 .050 a3�N�� .079 IA89 'L u .489 `' cl V7 rII I�-3.100� = °h m ;i o';Z-� I F' 3.000�1L4L SLJAMB 'r'.W bm�� 0==� ADAPTER �'•O7 i y`n OUTSWING THRESHOLD SL HEADER SL SILL 66 = ry ,�"; t �� 6063-T6 60 6063-TB 6i 6063-T6 8063-TB O'., HEAD HEAD HEAD 1� I HEAD � HEAD HEAD ZONE °D" ZONE "D"-1 I ZONE s-1 ZONED°ZONE °E" 1 ZONE 0" PAODUCTRFNCWCD — _ d mmmplyingoiN lM1e Fbtldo p minauda 12-0 I42O ®Hl yDme 17 x = MINIMUM JAMB ANCHOR MI Dede Fro4�m Can LOCATION. z X I z i XX z z O z z/X0 OX z -=ADDITIONAL JAMB C4 ❑ N .1 N oN Iu S N N N ANCHOR LOCATION, m 1( m m m m ?1 m EUALLYSPACEDAS REQUIRED PER TABLES O p V V Q i3 aii 3-7 ON SHEET 9. �O o / E5 F5 O / I d 6 F O It zi LL SILSILL s'LL SIL Y�-ZONE ~ZONELD"�ZONE'D" 1�eD y _ ® ZONELE' ZONE"D" ZONE"E" ®SEE Z U SEEABLE 3. BHT. B SEE TAHLEEAO4., SHT. B TABLE 5., SHT. B SEE TABL 8 S H O g0 HEAD HEAD HEAD HEAD HEAD HEAD H D ZONE°F°ZONEZONE"D"ZONE°F° ZONE FZ EIJEi--ZONE "F°�ZONE"F" ZONE 1 r "E" EXAMPLE ANCHORAGE SOLUTION O OE GZONE 'E° FOR A CONCRETE UJ ❑ U z OXXO INSTALLATION LQ<EL,-vq UJ wA.19°x833/4°SIDELITES°B°AND 0°E°ZONEANCHORS FROM ❑ TABLE 7, SHEET 9.LL U NK20xo N N .XXO OR OXX N p NPLUS;@❑Q= _ N B. 71314'x 833/4"XX DOOR ZONE ® T" ANCHORS FROM TABLE 4, SHEET 9, EACH 'F°ZONE. cFiq« AER aF SEE ENCIRCLED VALUES, SHEET 9 ti$-0 < a SOLUTION: TOTALS(4) TYPE 1 OR 2 ANCHORS g� i SILL SILL SILL I SILL II SILL II SILL F ZONE ZONE i + ONE EACH JAMB AND 2+5+5+2=(14) TYPE OR 2ANCHORS AT HEAD ° ZONE'F° ZONE"D' ZONE°F' ZONE °F ZONE F" A °E" "E° AND AT SILL. AND E" SEE TABLE 7., SHT.9 E° SEE TABLE 7., SHT. 9 E° SEE TABLE 7, SHT. 9 \N��; "' Y, EXAMPLE OF ANCHORAGE FOR A 71 3/4° x 83 3/4"'XX' DOOR WITH iB°x833/4"SIDELITES(SEE SOLUTION AT RIGHT) • -ANCHOR LOCATION FOR EXAMPLEABOVE ��` ,�-, ; l r•(''•,'%' ® NOTES: =. � a- 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3° MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. ry.i i JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23119" MAX. O.C. MAX. O.C. % 5'�Ny....... Gj '' < HEAD & SILL OF DOORS: 8' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 718° F� HEAD& BILL OF SIDE LITES: FROM ERS AND 24 /ABO y *111 ' 3. TO DETERMINE ANCHOR QUANTITIES FIND HE CONFIGURATION E HEN REFER TO HE APPROPRIATE TABLES ON SHEET 9. iiP�O\`\\` OXXO i-ZO E SILL °� SILL �ZONEi �%�,VV0JWW.AwP%J0TmwJaWP%bJPmAWWi�VmAAWWaV%myOVm'➢aW WomUA0Wtm�•YNJm�NPNAN,NJmJX�AN�XNJ0PmWai1N �SJOVNwNVJaWfJmPaNWNJJmuAdN��mJNPWNA�U%J0UdWTaN O%JmANNmYWPPaaNWoJuAaN0"0m+WdN;OOXJmUAWa oXmANWJN�AWmANW%J�NAP+Omm.�JNaN'FNoVaNaN� •� I / pNAWmUV �+SWPmWVmmaWNmWJumVA�+w mrYNmVJNmNAJaNVJAUANYJNAWPNJPaWPRN VJVA�NNWAVNWmYJuANY➢NANVNmdNPN 0+PJAWm+J++Pa+J➢N�PANaN`1 NPVAVNNPaVaNV0NJua+NJNAmNNANaN VNJaVJWJaNdV+ANVVwNANaN1 V.m�VOaPNmfJuJMJ�'bNAWmNJN`PO%�:•O'� I +maNmUWW�PNANJ�aNW0W(YNWaN1i A1�.•NP� TmaNmVJmaWVNPNdN�JGVaNmJuPVaN JwNmANm+umaW0+JVNNANWAm+VUNWN JNmAPJqmaPJPAANJJVPJUPWaN0. uANmNJmaWNNJNNaNNJNAmNNNWAN NNmNNmNmAVaWN0+JGAAN+JNANP0+UdWAN p0PJaNPmNNmdVaWPNJUaPNNJNNa➢mPNaNaN Vd0WVW�JANWWJuANNANmWUANAN NVm+dPm+PPVaNJVbNANm+NPNPNm+NANaN WAWPm+YV[0paWN� � �, VJoXJ0NAWPNU➢N�JWmmuANNNXYN➢N+NPX�PANaN --- ''"( I1 i RD X%X�X�AOo��2-�X?~yS�OOOiZ.yFD%OOXx�D0�iX%mL LLLLAAIymmILLL' •'SSS'BA''SB 5BwB /mNNVmpa • . :1 mJa+J0umNdN0+mVaW0P0WaW JJFEEAA °'LLL�JJA�N5 �~OV+U lWdBW�dBdvmZOm WNJGV. S-'y�^�HHH--�-'HHiJHJX 0+JGJWA;WbJVaWONJNaW.n•'U fT�umNdNJNm I WaW0��aV: EEEWmtiO2mAPmPA - EEELL+- 0NaWJGJNPW�1 1l •O I 1 I AAWWmUmAaWT1 V➢V� ---I-- a-APAEWAMAAMAMM '♦ S'�-yZN''IA1'CF • mNJUa•E �PAWPm J i i d OJmWaWI i 'LL'LL .l %--s a15S A N N + +mmfi .''BIBBIaD 1MEm°rW�oHF°X�J�VJfX�wNwPWUJmJumJ("aWpVyyJmaVWTuJmNmaN \ I. 1t AJNmANVamWPNW(JNAdNWYAWPVuaVaNwi . fNJGNwaPNNwPcWNNJuAANNJPAWPNmPOYdAWN o' v wtifJNmANJJg4aaNWwJNPWANVq➢VPNWGdimWAN• m oom0UYN : pm •� E �D JS ^ =%i¢Po�St'r - _ . I],' °p/P7N\�.JJdvVOWPgV�mwbaYJcuJWJJVNAWSmPJP• ® L ^/NaW•'L'/ , S ' AN.NIT/BmVJOwmWwmaWVJGm�W�m.a➢WwUmaAL5.I1BALL. �iVp ``J+WmAmVNmWmaWNJYNJVPVJJ �1 �/CP?�I-I 'N1uYWOdWNNFmJPOaN+JuJVb+J IN.• MVNYmWuPaJaNWJNdauJaNfUANaN A Y � F B.' FP�IoN. J ZSpyK P O mJCT ZOy�K9 m 2X WOOD 1 3/8° MIN. EXT. r 3.4 KSI MIN. CONIC. 1/4°MAX.SHIM MIN. WOOD ANCHOR 1.. 1 314" 1 314" MIN E)_�MIN E.D. ^a .^ .... 13/8'TYPE1 SUCK, NOTE ''`'+°"' 13/4°TYPE2 _1/4' MAX. SHIM EXT WOOD ANCHOR TYPE 2 OR 3, Y DOOR HEAD 1/4°MAX. _..{ SHIM1 2X WOOD 3.4 KSI MIN. CONS BUCK NOTE 2�1X WOOD�BUUC7K', NOTE !MIN. -1 318°MIN. CONC. ANCHOR, ON NOTE TAGGERED ANCHOR :ENTERS, ON +'��1� W SHIM CONC. ANCHOR, NOTE 1 1 1/4° TYPE 1 OR 2 (CMU) DNC) 1 3/8"TYPE 1 (CONC) F f 1 3/4" TYPE 2 (CONC) - _T 114- MAX. SHIM - 3/4•MIN.E.D. I '114" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOD) 1/4° MAX 1.— 1014- � 1314°MIN. E.D. PE 1 ^v;-y,'•';.+ 13/4"TYPE2 4. SHIM EXT. CONIC. — ANCHOR, • NOTE 1 3/4° TYPE STAGGERED ^WOE ANCHOR,20R3, CENTERS, '`'''TYPEj o:1 3/4°MIN. E.D.NOTE1 NOTE120R 3,2X WOOD 1X WOOD BUCK, . NOTE 1 EXT. 1.5 KSI MIN. CMU OR NOTE2 3.4 KSI MIN. CONC. BUCK, NOTE iX WOOD BUCK, NOTE2 EXT. QQR JAMB ;WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (GONG) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTEi NOTE1 'Woo PE 2 OR3 NOTE1 CONC. ANCHOR, NOTE 1 1XWOOD EXT. BUCK, NOTE EXT. NOTE EXT. 114* MAX. SHIM EXT. "MAX. SHIM 1/4•MAX SWIM '•::°':. >i +; 13/8"TYPE1 1 13/8"MIN. •',4'•'^^.'• 13/8'MIN. 1314"TYPE 2 0 0 :':i. i,•:w: 'y; L31W TYPE . - r`- •.. 3.4 KSI MIN. . I •'•::•;^-.13/4°TYPE2 14 MIN. CONC. CONIC. 2X WOOD BUCK, NOTE 2 -' :�'- 2X WOOD SUCK. NOTE 2 F'� 13/4" -y DOOR SILL (WOOD) SIDE LITE SILL (WOOD) MIN. E.D. SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI43ADE COUNTY APPROVED ELCO 1/4' TAPCONS EMBEDDED 1 318- MIN. (TYPE 1) OR 1/4' SS4 CRETE-FLEX EMBEDDED 1 3/4° MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1310. FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1318. MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 1 114" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4° TYPE 2 (CONC) 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. MIN. E.D. Y � O o ~ O... o a O K o UU $o F v: W N ❑ gel LL Ix— � O W _J Q z Q O FN- =F 0 = z Ox w zm w N LL O ¢N ❑ Q Q Florida Building Code Online Page 1 of 3 l :Ci�a,Depa'MIn� BOS Home tng In % user Registration ! Hot Topics Submit Surcharge Stats & Facts Publlcatlons I FBC Staff EMS Site Map % Links Search - Busines Profess! 17 "P- product Approval USER: Public User Regulation Product Approval Menu > Product or Aoorcaron Search > Application Llst> Application Detail FL # FL239-R20 Application Type ev sion Code Version 2010� d Application Status pproved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived faProduct Manufacturer G�THn f�i� I L C01"'J"Y Address/Phone/Email 1070 Technology DrIF Nokomis, FL 34275--.-:- (941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 j rosowskl@ pgtind u strles. co m Quality Assurance Representative Address/Phone/Email Category Windows - Subcategory S�ing_e Hung , Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAE... 10/ 15/2014 Florida Building Code Online Page 2 of 3 Date Submitted 11/27/2013 Date Validated 12/02/2013 Date Pending FBC Approval Date Approved 12/09/2013 Summary of Products FL # INIodel, Number or Name Description 239.1 SH - 200 (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 11-1013.12.0 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2016 Design Pressure: N/A Installation Instructions !. Other: Please see Miami -Dade County Notice of FL239 R20 II 11-1013.12.pdf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 239.2 SH - 500 (Large Missile Impact) j WlnGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate -: Approved for use in HVHZ: Yes FL239 R20 C CAC 13-1009.05.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of FL239 R20 II 13-1009.05.0 Acceptance (NOA) for product performance Information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 239.3 SH - 600 (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 11-1013.13.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of FL239 R20 II 11-1013.13.odf Acceptance (NOA) for product performance Information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 239.4 SH�71)Ol(Im act WlnGuard Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 11-1013.14.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/26/2016 Design Pressure: N/A Ins ion Other: Please see Miami -Dade County Notice of • ` - 20911W i`3013."T4T dr w Acceptance (NCA) for product performance Information, (Frjfied^By�M,amijDade BCCO - anchorage details, and anchor type, size, and spacing Cre endent rty: Information. Evaluation Reports Created by Independent Third Party: 239.5 IISH - 800 (Large Missile Impact) Multi -Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R20 C CAC 11-1222.04 LM.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2017 Design Pressure: N/A Installation Instructions Other: Please see Mlaml-Dade County Notice of FL239 R20 II 11-1222.04 LM.pdf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Pa 239.6 -- SH - 800 (Small Missile Impact) Multi -Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 11-1222.05 SM.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2017 Design Pressure: N/A Installation Instructions Other: Please see Mlami-Dade County Notice of FL239 R20 II 11-1222.05 SM.pdf Acceptance (NCA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgUS 1Bu8CAE... 10/15/2014 Florida Building Code Online Page 3 of 3 information. Evaluation Reports Created by Independent Third Party: 239.7 SH-3000 (Large Missile Impact Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 12-0726.02.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of FL239 R20 II 12-0726.02.pdf Acceptance (NOA) for product performance Information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports 11 Created by Independent Third Party: 239.8 SH-3000 (Small Missile Impact Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R20 C CAC 12-0726.01.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of FL239 R20 II 12-0726.01.Ddf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: Back Nezt Contact Us :: 1940 North Monroe street. Tallahassee FL 32399 Phone: 85D-487-1824 The State of Florida Is an AA/EEO employee Copyright 2007-2013 state of Florida.:: Privacy statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to section 455.275(i), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To commune If you are a licensee under Chapter 455, F.S., please click here. Product Approval Accepts: [�;Ne .kit El Creditt-_CarF " http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS lBu8CAE... 10/15/2014 MIMI®D MIAMI—DADE COUNTY, FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 26ib 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) www.minmidade.eov/oern! 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 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 �Hurrie��° DESCRIPTION: Series ' li3 , 00 ,Aluminum Single Hung Window - L.M.L7 APPROVAL DOC ENT: Drawing Now dodR?n rndow, Impact", sheets 1 through 11 of 11, dated 09/0112005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATIN:;Largeeaand.SmaillVlissile Im act Resis_tan_t? LIMITATIONS: Miami-Dader ru crs Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft, above ground (See sheet 1 of 11). 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 tire applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0405.10 and consists of this page 1, 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. o. 11— /� �piirration•Dateb' Mareh 26, 2016 A pro'v�sfe: ovener ; 1� 1Z Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 20, titled "Alum. Single Hung Window, Impact", sheets I through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted underprevious NOA No.07-0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL-4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) Ja me D. Gasco , P. E. Product Control Section Supervisor NOA No. 114013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edtnundo Largaespada, P. E. (Submitted underprevious NOA No. 05-1018. 01) 4) Test reports on: t) 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 —tip drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P, E. (Submitted under previous NOA No.05-1018.01) C. CALCULATIONS i 1. Anchor verification calculations and siruciural analysis, complying with FBC-2007, dated 01/11/2011, prepared, signed and scaled by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous NOA Noll-0128.03) D. QUALITY ASSURANCE 1. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co,, Inc. for their "DuPont Butacite® PVB Interlayer" dated 09108/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016, Jaime D. Gasco n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC-2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement Ietter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FTL74723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmimdo Largaespada, P. E. (Subraiffed under previous NOA No. 07-0322.06 and OS-1018.01) G. OTHERS I. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window — L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. ll� Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-3 0 C. 5116" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3118" ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER. E.716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. F. 7116" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF IW TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 0 H. 13/i6' LAMI IG: (1) LITE OF 1/W TEMPERED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. I. 13H6" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/6" HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER, J. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7116" LAM[ CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. K. 13116' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. L. 1311 6'LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 71116" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. &M. 13116' LAM] IG: (1) LITE OF 118" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS:'OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW CR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS S THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4645, FTL.4646, FTL-4647, FTL-4848, FTG4649, FTL4650, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-5063. L ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL B. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). UPDATE P.O. BQ%1520 NOKOMIS, FL33214 On700 I NTS I 1 11 1 4040-20 NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 DESIGN PRESSURES ....... 3 ELEVATIONS ..................... 4 VERT. SECTIONS ............ 5 HORIZ. SECTIONS............ 6 PARTS LIST ....................... 0 EXTRUSIONS ......... .......... 7 CORNER DETAIL ............. 7 ANCHORAGE .................... 8-11 Ini v :' Ho 58705 'q .. $1P�of P�•�: �FSSIONP� A. Lfn1NIM1LLEi3, P.E. FL P.E.# 68705 or 16,87,88 or 9: 1/2" NOM. GLASS BITE O M84 or BI 1/B" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/B" ANNEALED OR HEAT STRENGTHENED GLASS 112" NOM. GLASS SITE W sumu or a- 118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS 5/10" LAMINATED AIR SPACE 1/8" ANNEALED OR TEMPERED GLASSis & 13/16" NOM. 13I16" LAM( IG GLASS W/ 6/16" LAMI D NO CHANGES THIS SHEET IMOTECHNOLOGYDR C CHANGED CAP GLASS TYPE TO TEMPERED FROM RS NOKOM6,FL34275 eww: B AOD REMB2 TO NIBIAM1TI I.O.OlA93 AJ1 dLAMIlON07E P.OMtS,FL 42 �NOKOMS, FL94274 12" NOM. GLASS BITE O & NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. < (EXTERIOR INTERIORj� v� (ALL SECTIONS) 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7118" LAMINATED 7/16" LAMINATED GLASS 12"NOM. GLASS BITE 101 3116" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED GLASS& 1—13116"NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI sN,ao I Full I 2 " 11 4040620 PRODUC7RBVISED as wmpiying wDh the PIo71de Building Code _ Acceptance No t MiamiDad VVNN M/11FR��'� :• No. 65705 Q !0 10 tl 4l� q '• sTp1EOF •' _� OT'•., FLOT0.., �'�7FSSIONAL ,�`' A. Ll/�1N' MILLER, P.E, FL P.E.# 68705 ME OR INTEC ON FLANGED GLASS TYPE 68" +80.0 11 crc- I A.B.M .A 1ann n -Bn n +80.0 -80.0 +oo.o I •80.o I +80.0 I -80.0 I +80.0 1 •80.0 1 +80.0 1 -SD,0 1 +79.0 1 -79.0 1 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 30 D78" M" 60 618" 63" 72" 74" TABLE 2. 78" 48" A,B,M +80.0 -60.0 +BD.O -60.0 +80.0 -80.0 +60.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 so..A,B.M +80.0 -80.0 +80.0 -60.0 +80.0 .80.0 +79.9 -79.9 +70.0 -70.0 +70.0 •70.0 +70.0 -70.0 I A. +60.0 -8D.0 +SD.O -80.0 +80.0 •80.0 +76.9 .76.9 +70.0 -70.0 ♦68.8 50.8 +67.6 •67.6 63118" +80.0 •80.0 +80.0 -80.0 +80.0 50.0 +75.0 -75.0 +68,0 -68.0 +66.7 -W.7 +65.6 .65.5 UP T063118" C,D,E,F,G,H,I,J,K.L +80.0 •8D.0 +80.0 -80.0 +80.0 .80.0 +80.0 •$0.0 +70.0 .70.0 +70.0 -70.0 +70.0 •70.0 ON FLANGED ylj MEETING RAIL HIT. I X" STH -(1/8"R..09ET1,4647, TABLE 4. 4645.4723. 4957IV - (118"HS,.O9D, 118"HS) 7LAMI-(3llV'A,.0SD. FR.-4647, 4648 - (3/18"A„08D, 3118"A) FTL-4645, 4885 I - (3118'A,.090, 3/16'HS) FTL4046 - (3116'HS,.O90, 3/16'HS) FTLAS45 G. 13116" LAMI IG -118" T, AIR SPACE, 5116" LAMI - (118A,.090,1/8"A) FTL4846, 4723 H. 13/78" LAMI IG -118" T. AIR SPACE, bile" LAMI- (118"A,.090,11WHS) FTL-4846 I. 13110" IAMI IG -1/6' T, AIRSPACE, 6116" LAMI - (116"HS,.090,1/e"HS) FTL4640 J. 13116" LAM[ IG -1/8" T, AIRSPACE, 7116" LAMI - (3116'A,.090, 3116"A) FTL4649, 4850 K. 13116" LAMI IS -1/fi" T, AIR SPACE, 7118" LAMI- (3116"A..090, 311WHS) FTL-4849. 4660. 4958 L 13118" LAM] ]G -116" T, AIR SPACE, 7116" LAMI - (3116"H6,.090, 3116"HS) FTL4649, 4650 M. 13116" LAMI IG-118'A, AIR SPACE, 6118" LAMI - (1/8"A,.090, 118"A) FTL5053 "O" HT. MEETING RAIL 1 'X" SgSH e WLT. I "0" MINUS WI SASH HT, HT. MEETING RAIL Xi 4H 1. WINDOWS WITH THE LOW SILL OPTIONARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING l" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6/8' MINIMUM TO 38" MAXIMUM. P.OMIe, FLO. 1116YB NOK&174 elnoo I NTS 1 3 + 11 1 4040-20 ?CENse JeRic is; Ho 56705 . STA0 loll : i O'CQ.... FLOR\OPGC\U�.. A. FL P.EN 68705 531/8' MAX. FLANGED WIDTH® 5210' MAX. I.F. WIDTH 49 518" MAX. FIXED DLO (ALL) D 7HEIF 76' AX. SEE ATABLE SEE DLO HEI F _ MAX. TABLE / �® MAX. 1 38 7/18" TEE DLO TABLE %� / S ASH SEE OLD x j S E (MAX..) / HEI HT TABLE / N 4 L 48114" MAX. V .-ti LO ALL) DETAIL DETAIL.AVIEW (STANDARD SASH) B E� 76"MAX. I 76' MAX. I.F. E►j HEIFHT HEHT O / I �® MAX, SEE I LE r2o j ,n DLO ABLE I�X j HEIGHT I_ HEIGHT 1 I SEE DLO TABLE x j SASH B- I ' DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & CARE BASED ON ATHREE OVER TWO FORMAT. .ci ' MIMI Bin NO CHANGES THIS SHEET I ! �! NOKOMIB, FLM275 P.O. BOX 1629 NOKOMIUL24274 x 5e DETAIL C VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW I SILL HIGH SILL A 1 341/2" 1 34 3/16" B 1 415/8° 411/4" C1 41114" 1 07/8" D 1 62 5/8" 152111161, E 1 52 114"' 52 5118" SASH DETAIL LOW SILL HIGH SILL A 34 1/2" 34 3116" B 277/16" 271/8" C 27 7/16" 27 1/9" D 16 3/8' 15 3/4" E 16 3/8° 15 3/4" TABLE 5. SH?w I AfTS 4 - 111404020- 111404020 75" MAX. I.F. HEIGHT 76"MAX. FLANGED HT LE4 ,�ZD�'�GENSQ __ �4 : No. 58705 -� I9I°III 1 6— FLORNoIt." cl FSS/ONA\-`` A. LY(fN Thlel!EF), P.E. FL P.E.0 58705 FMAX. FIXED LITE DAYLIGHT OUTSIDE VENT DAYLIGHT I-—2,784"--I NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR INSIDE INSIDE OPTIONAL BOTTOM LOCKS, (1)6" FROM EACH SIDE OF SASH. 26 Z7NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 6r=� — � 9,10,11,15,16 If 30 7.8OR17 I I OUTSIDE ��----MAX. FIXED LITE DAYLIGHT OPENING �i MAX. WIDTH SECTION A -A ourslDE INTEGRAL FIN (I.F.) FRAME SECTIONS® NSIDE 47 2. 4s HIGH SI{.L 2. 30 49 HIGH SILL v (LOW SILL) SEE NOTE ABOVE nULTRALIFT 12 ONLY ALTERNATE HIGH SILL OTECHNOLOOYDRIME 110KOMI&FLO02i8 ;— P,o.94X 16RO NOKOMI9, FL 942T6 1 161y Bette HEAD ®I.F. FRAME- (�OUTSIDE \J 63 SECTION C-C RADIUSTOP DETAIL- FLANGED VEF ILUM. SINGLE HUNG WINDOW, IMPACT e,tl� ^WG Pwblw ,moo Hal( 1 6 w 11 4040.20 No. 58705 61 , 4y �.P STATED �'�FSSIONA4�..`• A. LYW'MRLEf?,\P.E. FL P.E.N 58705 f�2.784--I I 062 O FLANGE FRAME HEAD #4002A, 6003-T6 O FLANGE FRAME JAMB #4004. 5063-T5 (USED AS RADIUS TOP HEAD) 1 2.330 1 (2.784—�{ 1 or 47 I.F. FRAME 6or50 SEALANT ALONG ENTIRE JOINT I.F. FRAME& O FLANGE FRAME SILL (LOW) I v 1 I #4003C, 6063-T6 6 or 50 SEALANT OR GASKET 738 AT HEAD AND SILL F-1.513+1�.I .082 .490 .040 -1451—{� VIEW D-D VIEW E-E fill & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) OSASH STOP #4025,6063-T5 r--2.279—I'"7TI"' 117 062 17 SASH STOP COVER _ _ FRAME CORNER CONSTRUCT 114053, 6063•T50 I --� 1.165 � .876 2.326----I -T 1.096�--- 41 T 062 "349 GLAZING BEAD, 5/16' 1 W039B, 6063-T5 oe2 1.979 OSASH 31 SIDE RAIL #4008,6983-T5 21 FIXED MEETING RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAI .(LOW) #4054A, 6063HD•78 #4006C, 6063HS-TB #4007, 6063-T5 O50 ' L-.678 1.098 44445555-�-LLL-����{LLL� T 44 GLAZING BEAD 7/16" #4222, 6063-T5 f�-2.784�1 69 FLANGE FRAME SILL (HIGH) #4050A, 6083-TO CHANGES THIS .062 68 SASH BOTTOM RAIL (HIGH) #4051A, 6003-TS P.O. BQX IM NOKOMIS.FL34274 .050- K--I 1.115-1 . -T 45 GLAZING BEAD, 7/16" 9985C, 6063-T5 (USED W/ GRILL KIT) .050-�- �9 1.098���1-T 42 GLAZING BEAD, 5/16" #4044B, 6063-T6 (USED W/ GRILL KIT) i8050 —I+---- -1 1.097 46 GLAZING BEAD, 1311 94067, 6063-T6 SH700 I Hall 1 7 + 11 1 4040.20 WELD ALONG SCREW BOSS (2) I1111111 vINN tip, .•��6Ns6 kA� Lu_ '.0 a STIp6 OF••'•=tV� '.A�.G�•'•..fLOR0P•'aG'. i SS10NP ` A. LYNNMILLEA, P.E. FL P.E.# 55705 ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4" ELCO TAPCONS 2. 14' ELCO SS4 CRETE-FLEX 28.603 34.603 40.603 &-46:603 v.' 52 k 58.603 64.603 76,000 SUBSTRATE: ANCHOR TYPE: WINDOW GLASS WIDTH TYPE ® 3-#12 SCREWS 2• ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD-181/2" MAX. FROM TOP CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 16" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL ®SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1"LESS. ®E3IGN PRESBURELIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITHA BOLD ITALICIZED VALUE ABOVE THEM, INDICATE) - MAXIMUM DESIGN PRESSURE WITH THE QUANTIT' OF ANCHORS SHOWN 1N BOLD. OTHERWISE, THE - MAXIMUM DESIGN PRESSURE FOR TH RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. p N Q Z IV U Z �� M p N O > Z tV 0 Z e p NON > Z U Ll .- O os p ci Z Zo U rn N rQj Z N U' Z O M p N 3 Z N U Z �- O t"r p N Z N O U Z O U M p N Z N O U Z O 19.125 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 1 1 1 1 1 1 2 1 1 1 1 1 2 1 2 2 1 1 2 1 2 2 1 .. 2 2 1 __ — 2 2 1 _ -...._ 2 2 1 _. 2 2 1 _ .._ 2 2 1 ._.,__ 2 2 1 ._....._ 2 2 1 ._ _ 2 2 1 _ _ 2 2 1 .- _. 2 2 1 __ __ 2 2 1 _. _. 2 2 1 _.. _.._... 2 3 1 2 2 _ 1 3 3 A,B,M 1 1211111 1 1 1 21 1 7122212222222222222212222222222222232233 1 1 1 7 1 1 1 7 1 1 1 1 1 1 1 1 1 1 1 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 1 1 1 2 _ 1 1 2 1 ___ 1 2 1 _ 1 2 1 _ 2 2 1 1 2 1 2 22 1 2 _ 1 22 1 ___ 2 2 1 2 2 1 __ 2 2 +2i 11 2 2 _ 2 2 2 3 2 2 2 3 1 3 3 1 2 2 1 3 324.000 ABM 1 1 2 1 1 1 1 1 2 1 1 2 1 1 2 1 1 2 1 2 2 1 1 2 1 2 2 _1- 2 2 1 2 2 1 2 2 -1 2 2 1 2 2 2 2 2 2 2 3 2 2 1 2 3 3 3 2 2 3 3 32.000 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 1 2 1 1 2 _1_ 1 2 _1 1 1 2 1 2 _1 2 2 2 3 1 2 2 2 2 3 _1 1 2 2 3 2 3 2 2 _1 2 3 _1 2 3 _1 2 2 _1 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 A,B,M 1 1 1 1 1 1 1 1 _1 1 1_ 1 1 1 2 1 2 2 2 2 3 1 2 2 2 213 1 2 2 3 2 3 _1 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 37.000 C,D,E,F,G, H,I,J,K,L 1 2 2 _ 1 1 2 1 _ 2 2 1 2 3 1 1 2 1 2 3 2 2 3 1 2 2 1 2 3 2 2 3 1 2 2 2 2 3 2 2 3 1 2 3 2 2 3 2 3 4 1 2 3 2 3 3 2 3 4 1 3 3 2 3 4 2 3 5 1 3 3 2 4 4 A,B,M 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2� 1 2 2 1 2 _ " ,. .. ,. ,. . .. �� .. ., ., .. n n n ,a n n nTa nIo 7 n o q T �v '416 A 1 A d 3 3 4[4 40.000 1 H,I,J,K,L 121211121212 A,B,M 2 _2 2 22122222 I 122I22I3-1___ r3�4ifi Pit 232324231T3_ M222 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 244.000 H,I,J,K,L 222322232322332423333423333423334534A,BM2 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 4 4 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 _3 2 2 48.000 H,I,J,K,L 222222232223342333342334 3423343 533 3435334548345 A,BM 2 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2� 3 3 3�4 2 3 3 4 3 4 2 3 3 4 3 5 3 3 3�4�5 3� 4T5 4�8 3 45 PSF 72 79 79 D,E,F,G, 2 2 2 2 2 2 2 22222223222233 222 222 223 2 2 223 32T 2 2 2 2 2 3 2 2 3 2 1 2 3 2 3 3 2 3 3 3 4 3 4 2 3 3 4 3 5 3 3 4 4 4 8 3 4 4 5 4 6 3 4 5 I 2 2 - "" j'�2 - ys2 2 2 3 2 2 3 2 3 3 3 4§ `4', C 2' [3 [3 �4 3 4'. 3' t 3 3 f 4 3 5 3 3 4 4 4 5 3 3 4 6 4 6 3 4 4 1111 HK01.0 ANCHORAGE SPACING, NOKOMA FLSO47S c7FDsrs¢E P•O.BQXIM ALUM, SINGLE HUNG WI HOKOMI3! FLM?4 Wsibly Better eery —B srvtro NTS a d11 TABLE KEY: MAX. PSF (DP LIMITED) 116 HEAD 2 PRODUCTREVISED s m.plyhg with the Florida JAMB ABOVE 2 3 Bundmgcaao� I_ �O acplancc No MTG. RAIL JAMB BELOW MTG. RAIL uiaml ade Product Cbntm (FULL DP) H1nllur EAD 2 \�.N`�1,YNN Mlu'F"/" JAMB ABOVE 2 3 ''•q•*% MTG. RAIL JAMB BELOW = �c ? No'6g7 ' MTG. RAIL _ i• _L� o d� i Lu "O ••. r EOF :• 2J VINDOWS ';yOo' •. boa°P��� )W, IMPACT FSSIONP� ,wy,a m. rt31111 , P.E. 4040-20 D FL P.E.968705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. WINDOW HEIGHT SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 67.165 74.655 76.000 ANCHOR TYPE. ❑ -ONO U z '- o ZcnO O o N z"zan0 0 o U N z�ZmO o ❑ U z N O` o Zc�mO O N FO ❑ N O o Z�zeyO N O U O o C O U Z�ZanO N O U O o c O 0 Z�Z N O 0 O INDOW GLABS O N O O U O U N O O U O O N O 3 U U 3 U U 3 U U 3 U U IDTH TYPEU U 3 C,o,E,F,G, 1 1 1 1 1 1 1 1 1 9 1r. 1 1 1ZI .._� .-?._..._1_. _�_.. _ �_... H,I,J,K,L 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 19.125 1 1 1 1 1 1 1 1 1 1 _i _1 1 1 1 _1 1 1 A,B,M _1 _i _1 _1 _1 2 _1 2 2 2 2 _1 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 1 1 1 1 1 1 2 2 2 12 2 2 2 2 1 2 2 2 2 2 2 2 2 2 PSF 78 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E.F.G. H,I,J,K,L 1 l 222222222222222222323222323322232 q-22 R32 24.000 111111221 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,B,M 9 1 _1 1 1 _1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 3 2 2 2 3 2 PSF 68 77 1 1 1 1 2 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 _1 _1 _2_ 32.000 111 111222222232222332233333233332233439243433243 1 1 1 2 1__1 1 1 1 1_1 _12 3 3 3 3 2 3 3 3 3 2 2 3 3 _1 4 3 3 24 ___7 3 4 3 3 2 4 1 1 1 1 1 22222 2 2 3 2 2 2 2 3 3 2 2 3 PH.I.J,K,L 59 67 79 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 , 1 1 1 2 37.000 111 i 11 222222232223332233333343333233433243443243 2 1 2 2 1 2 2 1 2 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 ,, 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 3 3 3 2 PSF 54 78 62 79 2 2 2 2 2 2 2 2 2 2 2 2 2 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 H,I,J,K.L 222222232233332233433343333343443343443353 40.000 111111 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 A,B,M 4 3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 3 1 1 1 1 1 9 2 2 2 222.2 2 3 2 2 3 3 3 3 2 2 3 3 PSF 48 79 56 79 79 2 2 2 2 2 2 2 2 2 2 2 244.000 C,D,E,F,G, 2 2 2 2 2 2 2 334344443343443354A,B,M H,I,J,K,L 111 111 222 22233223334233344 E34 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 3 3 4 3 4 4 4 4 3 3 4 3 4 4 3 3 5 4 11 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2 3 33 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 1 1 1 1 if 2 2 2 2 2 2 3 3 2 2 3 33 4 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 5 4 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 A,B,M _2 4 4 3 3 4 4 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 6 4 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3 3 3 3 PSF 41 67 46 67 76 78 C,O.E.F.G, 2 2 2 2 2 2 3 2 2 3 2_ 3 3 2 3 3 2 3 3 _2_ 3 _3 _2 3 53.125 H,I,J,K,L 1111 71 222222333333443344443C34443344554354554354 2 2 2 2 2 2 3 2 2 3 2_ 3 3 3 2 2__3 2 ABM 1 1 7 1 72 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 3 4 4 3 3 4 4 5 4 4 1 1. ANCHOR TYPES: 1 - 14' ELCO TAPCONS 2 -114" ELCO SS4 CRETE-FLEX ® 3-02SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD-18112" MAX. FROM TOP CORNERS JAMBS-171P2" MAX. FROM TOP CORNERS 19' MAX. FROM BOTTOM CORNERS W MAX. BELOW MTG. RAIL ®SILL . ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF ®NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE V LESS. ESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY, OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FORTH ' RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: JAMB ABOVEL MTG. RAIL JAMB BELOW MTG. RAIL JJIB ABOVE 2 2 ,t0 .•\OgNSE ••,• MTG. RAIL ~ ' �' '�; 50105 JAMB BELOW MTG. RAIL No, O�Q '' SFLOR�P 4RDVIEW F ••..... F. , POE 163E — hYftat — I n..r'x ms A. LYNN MILL'CH, I NOKOMB, FL3M127E V41b(y Beaty SW, MS 9 a 01 4040.20 D FL REM 587D5 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. SUBSTRATE: 17.125 22.668 28,211 33.754 39.296 44.839 50.382 55.925 ANCHORTYPE: ❑ �i O U U U U- ❑ O U O U U ❑ O U U U U ❑ O U U U ❑ N 5 O U U U ❑ ONZ-zc?ONZ-ZmONZ-z O 3 U U U U ❑ N O O U U U ❑ 3 U U U U WINDOW WIDTH GL4SSmONz�Zm0NZ�ZmONZ,..ZmONZ�ZgOgNZ-Zm TYPE 19.125 D,E,F,J KL 1 1 ....�.._ 1 1 1 -2:-_-2 1 1 2._.._. Z... 2... . 2... _. 2_ 2 2 2 2 2 3 2 3 3 2 3 3 3 3 24.000 D,E,FJ K L 1 -. 1 1 _..__. T 1 _....__. 1 1 ......_ 2 1 2 1 ..__ 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 -__ 3 1 -___.. 3 1 .._ 2 1 ...._._.... 3 1 3 3 1 3 1 3 1 3 1 4 32.000 D,E,F,J, K,L .. 11 ._�._..�__1 1 1 ._2_-2..-2--3---..2._..3'-.3._..,..3_....._3__.3__-Z_.._3_...4_.._..3---4__-4... 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 g---4---5.__._3... 1 1 1 1 _...5.. PSF 79 37.000 D,E,FJ K,L 1 ___...__._ 1 1 1 1 .___ 1 2 . __ 2 1 ....__. 2 2 2 2 _..._._.._-_ 3 1 2 2 __... 3--3._s.._4---.3_. 2 - 1 2 2 1 _.3_..'3-- 2 2 _4 1 -.. 3 ._.4_._4_.. 2 2 1 4 2 .5__.._6 2 1 4 2 5. PSF 79 79 79 79 40.000 OE,F,J, K,L 2 _.5, 2 2 1 2 2 2 _ Z.._ 2 2 2 _ 3.. 2 3_ 2 3 2 4...3-_...4 2 2 2 __4 2 ...3.__..4 2 _ 2 4..-3- 2 2 3 2 _.4._ 2 4_ 2 5 __5 2 2 ._4._ 2 .6_ PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 8 5 6 PSF 71 79 63 71 79 04 74 66 77 69 69 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 8 __ 6 5 7 6 5 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLES! SASH HEIGHT SUBSTRATE. 12.776 16.776 18.776 21.778 1 24.776 27.776 30.776 31.106 ANCHOR TYPE. ❑ "'❑ N Q rj o z N O UU z UNN^NU u[79 u z u zno ❑ u z o zm g b a u zqR ❑ N r� SS u z N Q' v u ,�Gn •.{ V ❑ N S N n ,-z1?0 O �J ❑ N ON'WIDTH s19.125 u z o ❑ $ o z 0 oz WINDOW 1 1 1 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 224.000 2 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 232.000 2 1 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 337.000 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 74 40.000 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 68 78 44.000 2 2 F 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 63 72 79 48.000 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 73 58 66 72 53.125 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 1 3 T 5 5 F3 T 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1W ELCO SS4 CRETE-FLEX 34125CREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING ® DIMENSIONS: HEAD-18112" MAX. FROM CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE S. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 51W MIN. T038" MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: ® SITE BLOCKS OF THE ADJACENT TABLE WITH BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIML. DESIGN PRESSURE WITH THE QUANTITY OF ANCHOR SHOWN IN BOLD. OTHERWISE, THE MAXIMUM OESIC.. PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. P.O. MX 1529 `• NOKOMIe, FL 34274 sn70 NN•.T •S •I0•� •• • ]1 ® TABLE 7. KEY: MAX. PSF (DP LIMITED) 112 HEAD 2 JAMB ABOVE 2 MTG. RAIL (FULL DP) HEAD 2_ JAMB ABOVE 4 MTG. RAIL Ro➢UCT TSV15BO rw rlda ,VjyknpAll�the Flo odtr%Qdc 11 - i_ ® TABLE 8. KEY: 4mF49du cop°p1 MAX PSF (DP LIMITED)l 112 JAMB BELOW .. 2... Nfnn11 MTG. RAIL \�O`OaV LYNN Mi<4F FULL DP B 58705 .•'* JAMB BELOW 2 MTG. RAIL = �o „O • /, / STAT OF :USTOM VIEW ;�oF •.. PLOR\a?•'�C�� VDOW, IMPACT SSIONA�` a..evw n,v A. LYNIf IUILLp ' P.E. 4040-20 D FL P.E.# 6S706 �ALEXTERIOR INTERIOR L HEAD AND SILL DETAIL ) A CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE (SEE NOTE 1 & 3) ® 2x WOOD BUCK A(SEE NOTE 4) 13B°MIN., 1/4'TAPCONA 1314' MIN., 114" CRETE•FLEX OPTIONAL 1x o WOOD BUCK o (SEE NOTE 4) 114" MAX. M ETAIL A PICAL FLANGED HEAD ANCHOR MIN. 1/4"MAX.SHIM--I 1/4'MAX.: CONCRETE ANCHOR. FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 314". WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR (SEE NOTE 2 & 3)A 1/4" SS4 CRETE-FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE 412 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE _ TOTAL THICKNESS IS LESS THAN 1 V2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 13/B" INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 110 MIN ® THICK OR GR LLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE f ITY HAVING JURISDICTION, CHMENT TOAIUMINUMTl MA)-ERU\CSHALVI EAMINI UND,AMI�NMUM� F7/8 yCK�THE-?ALUMINUM;STRUCTURAL:MEMBERSH LBE M1 IZ FIA-fOcTA THESE OETAILSIZETO -PROVIDE IFOR 2x OOD BUCKS.I THE ANCRHMEORSHAIi-fT0 #12 SHEET HIM REW WITH FULL ENGAGEMENT INTO M. IF THESE CRITERIA ARE lyRES S AND ANCHORAGE SPACING FOR TAPOONS SED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 1 3/8" ® MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. IN. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. O 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTAC WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FED CURRED4 EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING® RAIL. (SEE NOTE 2 & 3) I' 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU A 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK U$STRATE(SEE NOTE 4% ��E4)A ;DETAIL-DD TYPICAL FLANGED JAMB ANCHORAGE AN vN, MAX. I�— SHIM I _ ..._. .131"DIA. MIN. x 2112" NAIL, AT CORNERS AND 5' O.C. inm::mmnuil 0_1 n DETAIL F, (HEAD) FRAME 44 INTERIOR (ALL JAMB DETAILS) EXTERIOR lu FRAME .131" DW MIN. x 21/2' NAIL, AT CORNERS AND 5" O.C. 1S L,131"DIA. MIN. x 2112' NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE 1/4" MAX. �T�T1'-,p'��'�-��� SHIM fiflVllll II -T DETAIL G, (SILL) P.O. eox+sza %6._N ALUM. SINGLE HUNG IN) NOKOMI9, R.9 4 V6161y Ba+ co - w TS1 + 11 FRAME 't I'IMn 4f/(4;1,: � w= IMPACT �SSIONA, "I xs A. LYNIJ MILLr2A, P.E. 4040-20 O FL P,E.#58705 CONTRACTOR: Jensen Beach Aluminum DESIGN CRITERIA: Applicable Codes. Regulations, and Standards 1. The 2010 Florida Building Code. specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Woad. 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition 3. ASCE 7-10. 1. Building Occupancy Category, Paragraph 16D4.5 and Table 1604.5: Risk Category 2. 2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: V-T= 160 MPH. Vain= 124 MPH 3. Exposure Category, Pamgmph 1609A3: ExposureB 4. Building Category for Aluminum Structures, Paragraph 2002.6: Category TYPE II - GLASS ROOM The following specifications are applicable to this pmject: 1. All work shall be in accordance with the Florida Building Cade, 2010 Edition, and any other applicable local codes and regulations. 2. The minimuu wall thickness of aluminum extrusions shall be in accordance with the Florida Building Code, 2010 Edition and the 2005 Edition of the Aluminum Association Manual, but not less than 0.040 inches. 3. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Suwast Engineering & Design, Inc. 4. Screen Material: Design based on I8/14 or 20120 Better View. Any other material most be approved by Sucomt Engineering & Design, Inc. S. Fasteners are required to be SAE Grade 5.or better zinc plated 6. AN Self Mating Beam Sections are to be stitched with either#14 screws 6" from ends and 24" center to center or 912 screws 6" from ends and 12" center to center. 7. Door location shall be determined by contractor in the field 8. Where concrete specifications are required, whether in the scram enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,-ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max -ASTM C 33 iii. Air entraining+/-1 % -ASTM C 260 iv.Watcr reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal awessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric -ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after hatching is not permitted. d. Prepare and place concrete perAnmicmm Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist care or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor harrier. h. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 9. The minimum nominal thiclmess of protector panels (kickplates) shall be an industry standard of 0.024 inches. 10. All lumber and plywood shall have grade marks and treatment identification and Shall conform to the following: a. Framing lumber shall be minimum no. 2 southern yellow pine and have a maximum moisture content of 15%. b. Pressure treatments shall be osmosalts, ostmose k-33, womansalts or celcure, as recommended for the use condition. Pressure treated lumber shall be impregrmted with a can salt treatment in accordance with f s. tt-w-571 and bear the American Wood Preservatives Institute quality mark 1p-2. c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1. d. Aluminum members that are uncoated shall be separated from PT lumber by 30# felt paper, 10 mil polyethylene sheet or equivalent material. 11. Contractor shall provide Florida Prnduct Approval information as to the exact window being utilized for this project• including manufacturers specifications, and installation methods for anchoring the submitted windows to Aluminum members and 'specific sizes as indicated on A-1. 12. Contractor shall provide any additional bacldng and anchors as required by the window manufacturers recommended procedures. 13. All glass panels within 24" of a don opening shall be of tempered glass per FBGR308A 14. All Bashing and weatherproofing shall be provided by the contractor. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 7'-0" 2X3 O to 6'-6" -" THESE PLANS AND ALL PROPO.SED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 04XV BE NECESSARY IN ORDER TO .: T COMPLYWITH ALLAPPLIGA®!_ CODES. 30" KICKPLATE (TYP) S'I:�ILWCIE Cl I R�D FOR COBUfI DL"1 1ViSION By ;CE PI.ANSAI� PERMIT MUST BE KBPT ONJOB OR NO IlISPECTION WML BE MBE• 13r-8" ``�1111111111///r I- p: w , LLI u W m -Y W Q - 0 �+ . PRO kl me ki=FAL `• • . a� §,'ti. ON 3 COMPONENTS & CLADDING - VAso DESIGN PRESSURES FOR WINDOWS / DOORS: ZONE 5:+30.4 PSF / -40.7 PSF IMPACT WINDOWS/DOOR REQUIRED tz w w Z Lq (7 a w z Ow O 2z .v H Z 7 LU W Q 0 > p IW; O d N LL Q Z OC LLJ LLJ Z_ 3 5 w Z $ 0 W < n n Z ❑ c3�� Let W K ❑ K ❑ 0 Q O NW W 20UN 0 W � W rn cc cc �aap d ZuwrN AG 10/06/14 SHEET NO: A-1 V 0 z ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2x2: 2"x2"x 0.046" C`J•. 2 x 3: 2" x 3" x 0.050" Q;' 2x4: 2"x4"x0.050" o; W o LL '. 1� - 2x5: 2"x5"x0.050" — z:2• W r- OPEN BACK SECTIONS — L Ix2: 1"z2"x0.040" %�•• [i Z ~v' , 1 z3: 1-x3"x0.045" I I OPTION 1: I I OPTIONZ O.OQ'xllm.xrxllff SNAP SECTIONS I I 2'x 2'x 1re ANGLIE RECEI%AVINGCNGCI �,`•..• HANNEL •�� �� ` 2 x2 Snap: 2"%2"x 0.045" 3'k3'x0A25'Post (4) #10 x 5I8' EACH 510E GIRTIEACH ACEB,O(3) j#tOz314'INTOUPRIGHT •"'• i��l 2%4 Snap: 2"x4"x0.045" ,' /PROFES I I ----- /I rr 1 I Idf�A�\,\`\ I SELF MATING (SMB) 2 x4 SMB: 2"x4"x 0.044"x 0.100" (2)�•�TEN1g IEp I I -- -- ---- W 4 2x5SMB: 2"x5"x O.050"xO.100" 2x65MB: 2"x6"z0.050"x0.120" 3'X3'XV3' EXTRUDED POST BASE CHAIRRAILMEMBER W 2%7SMB: 2"x7"z0.057"x0.120" #14x y,'BMS I I 2X d t 2x8SMB: 2"x8"x0.072"x0.I24" �W/(4) EXTRUSION EXTRUSION e 2x .072"x 0. 124" 22"x KICK PLATE NOTES I I LU Q m - 10 SM 101 2 x 10 SMB: 2" x 10" z 0.092" x 0.398" — _ — — 2X3 HOLLOW SECTION 1. 0.024 ALUM J (D e INSET WITHIN IM 2. SCREWALLCORNERS 0 `j MINIMUM FASTENER EDGE DISTANCE: 1/2" _ RECFNINGCHANNEL 3. IWB-120 B WND ZONES Z ; MINIMUM FASTENER SPACING: 3/4" •' 1WDIAX21/4' USE#Sx518'SM512'CIC 4. 120 C-1408 WND ZONES O z i V EMBEOMENTTAPCON a,' AT 1B'OC. USE #Bx 5/S'SMS B'C/C m I In Ln Z = I CONCRETE SCREW ANCHOR: n S W SIMPSON TTTEN HD OR EQUIVALENT �6'4 . n. UsE#Sx55/3'SMSGGCS LWL o ! SHEET METAL SCREWS(SMS): 4 U. SCREWGIRT,BOTTOM Q W ¢ i ITW/BUB.DEX OR EQUIVALENT RAIL B BOTH SIDES atF O ' 1 H LL 7. MAXKICKPLATEHT=W ©3" x 3" POST TO DECK AND LINTEL CONNECTION A-2 SCALE NTS rc"�PURLIN OR GIRT TO BEAM OR POST DETAIL C7 A-2 SCALE: NTS Z C W w S Z ZUZ€ wZa i ILE �� O LD In u V LLI Z O .3�� i£ EXISTING WOOD HEADER: :D `31, S IIn 0 ".j CONCRETE BEAM (1)3B'x 3- LAG SCREWINTO HEADER OR MASONRY LINTEL CONCRETE HEADER: (1) 3B' DIA. x 3-LOT INTO HEADER 1W x 3•, W FROM GRIT & @ IW O.C. 1/4'x Y @ ZV O.C. (4) #10 x 1 1/P INTO , SCREW I H In W 1 2'x3'HOLLOW � � --- -- — — — SECTION INSET WITHIN O O 1X3 RECEIVING Q C.) CHANNEL WOOD: r1,3-HOLLOW 1'xT W/#lDxWSMS-W W W #10x4IWWOODSCREWS @12'O.C. SECTION MAXEACHSIDEOFPOST W C) N CONC: AND24.O.C.MAX W F=- O_ m W m 2'x3'GIRT 1/d' DIA x 411V CONCRETE W D 2 m D_ m SCREWANCHOR®2VO.C. 2'xT xD.12TAWMMGl.EWl K W m J (4)014 x WM SMS INTO UPRIGHT d Z m LL 2'x3'HOLLOW PX3'HOLLOW SECTION INSET SECTION INSET WITHIN DRAWN BY _ WITHIN IM 1X3 RECEIVING 7x T POST AG RECEIVING CHANNEL CHANNEL c- EXISTINGCONC. COLUMN - DATE DRAWN 2X3 TO HOST STRUCTURE DETAIL B-1 10/06/14 A-2 SCALE. NTS X3 TO HEADER DETAIL REVISION SCALE NTS A-2 B-2 POST TO HEADER DETAIL A-2 SCALE NTS 8 SHEETNO: A-2 _©:� m O'er _ W O O y' (ipp( \\\ C14 [ 3'4' SMS xv�u�Ncoxc SLAB/FOOTING �' r.xcxoneuaeouuxr SEE PIA, SIDE VIEW (21/4' CONC. EMBED) 1'a 2'B45E PLATE ANCHORED TO CONCW/1/4' CONCRUESCREWANCHOR 4 _a • �' (MIN. 11/4' EMBED) W MM EACH SIDE OF POST 1 4 AND 24' O.C. & A 4.� •i FRONT VIEW DJ-1 UPRIGHT TO CONCRETE c PRE -HUNG A-3 DOOR LOCATION DETAIL SCALE: NTS V r� w W W e Z wZ � pa�mm�55 {~/I Zr••m TT Oa S2tc9lN U LLI Z in o7S OM M VI W cr Q O In W =N OWN � W W US0g FLA OC Wm J O. Z �xx riLL AG DATE DRAWN 1oiosna SHEEP NO: A-3