The URL can be used to link to this page

WS-14-533Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-223248 Permit Number: WS -3-14-533 Inspection Date: June 27, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Owner: BLASBERG, LARRIE Job Address: 1155 NE 103 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Buildina Department Comments Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (305)864-6411 Parcel Number 1122320310080 Phone: 954-979-2137 WINDOW & DOOR REPLACEMENT 16 WINDOWS AND 1 Infractlo Passed Comments INSPECTOR COMMENTS True DOOR Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-209254. No permit on site Failed El Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 December 09, 2014 Page 1 of 1 3 Miami Shores Village cn Building Department 1 S 2014 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 7MAR Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBc Zo Lu BUILDING Permit No. • PERMIT APPLICATION Master Permit NoWs 14 • ,533 Permit Type BUILDIN ROOFING JOB ADDRESS: k 1 T -Z% ra I)i✓ 10 3 ST City: Miami Shores County: Miami Dade Zip: 35116 1 Folio/Parcelk I I- Q Q 3 Z — p g ( t�o 8p Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Sim le Titleholder): �4(one:, 5 Address:_.] 1.5 5 tJE 103 ST City: m I A:.m o S raj 9A5 _S State: fL. Zip:— Tenant/Lessee Name: R Phone#: Email: CONTRACTOR: Company Name: l t^I� 0& ('1445 Phone#: l' e3t0 ` O I Address: at -'10 6A Afp J9" 300 City: State: Qualifier Name: Daa$l K Y9D/ q�, Phone#: 5)N — Z6—e7% 1 State Certification or Registration #: CFVo(46qS7 Certificate of Competency #: Contact Phone#: CI - 83i+ - 0 g Fr DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $ 0 l7 "1 Square/Linear Footage of Work: Type of Work: ❑Addition Altte�eraation ❑New ❑Repair/Replace Description of Work: W ( ;X-, U. Submittal Fee Scanning Fee $ Notary $ Color thru tile: Permit Fee $ Radon Fee $ Training/Education Fee $ CCF CO/CC $ DBPR $ Bond $ _ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ ❑Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection ch occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not beard, d a reinspection fee will be charged. n SignatureSignature_ �J_8+�'a�-�- 1 Own orA � Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me thiJ" day ofd A4LCff , 20(Ll �t , by A� , r'yi day of N iea--& - . 20 1' , by l C �! A'L , who is personally known to me or who has produced PC who is personally known to me or who has produced L-- I As identification and who did take an oath. NOTARY Sign: NOTARY Sign: as and who did take an oath. Print: M • ly)d.�- S Print • M My Commission q Aires: r My Commission Ex fres fiery r`' a J � �! ��t- `;�r✓is�. APPROVED BY Plans Examiner ming Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Prepared by and return to: Andrew D. Tarr, P.A. Millennium Plaza - Suite 106 18660 Collins Avenue Sunny Isles Beach, Florida 33160 Will Call No.: [Space Above This Line For Recording Warranty Deed C:FN 2014 RO 1634 07 OR Bk 29055 Pas 1698 - 1699; (2p9s) RECORDED 03/05/2014 11.57"27 DEED DOC TAX 3x390.00 HARVEY Ri1VINr CLERK OF COURT MIAMI-DADE COUNTYr FLORIDA This Warranty Deed made this 28th day of February, 2014 between Miami Property Solutions, LLC, a Florida limited liability company whose post office address is 190 NE 111 Street, Miami Shores, FL 33161, grantor, and Larrie S. Blasberg whose post office address is 1155 NE 103rd ST, Miami, FL 33138, grantee: (Whenever used herein the terms 'grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to -wit: Lot 4, Block 2, Biscayne River Heights, according to the' plat thereof as recorded in Plat Book 43, Page 73 of the Public Records of Miami -Dade County, Florida. Parcel Identification Number. 11-2232-031-0080 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2013. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Book29055/Page1698 CFN#20140163407 Page 1 of 2 ("Principal") has made and appointed, and by these presents does make and appoin THD At- I-lomkga;'A� vicd/b/ The 1-lome Depot At Home Services and/or its agent Inc�a -true and lawful Attorney -in -Fact for him/her and in his/her name, place and stead, for the following sW&ific and limited pes MM To execute any and all documents reasonably necessary, including without limitation any permit applications, for the sole, specific and limited purpose ofo : ' a pe it house improvements on behalf of the homeowner(s) ot=l= $E•e! and for the property located at - giving and granting said Attorney -in -Fact, full power and authority to do and perform all and every act and thing whatsoever necessary to be done in and about the specific and limited pmmises (set out ve) as fully, to all intents and purposes, as Haight or could be done if personally present, with full power of substitution and revocation, hereby ratifying and confirming all that said attorney shall lawfully do or cause to be done by virtue hereof. IN FITNESS WHEREOF I have hereunto set my hand and seal this day of Signed,seal delivered in the presence of- Witness Principal Witn ss STATE OF ) COUNTY OF � ) I, cmft" 0 it o — a rotary Public In and for the State of Florida, do hereby certify that LF 5, �� , who is either personally known to me, or provided D,2 �04e�$ LI GjCnSZ--- as identification, appeared before me this day in person and acknowledged that he/she signed, sealed and delivered the said instrument as his/her free and voluntary authorized for the uses and purposes herein set forth. GIVEN under my h 20 70 My commission expires: k I/// -1 Permit Authorization 5-20-08 and official seal this this. .0- Z _ day of €a°`°'gip`k°A;s SCOTT RANDALL NIMER *'' MY COMMISSION #FF026573 w°+ 'oP s EXPIRES June 11, 2017 (�� 398-0183 FloddallohryServic:e.com DATE IMM/DDifrM ACC),RV CERTIFICATE OF LIABILITY INSURANCE o�1�i11� THI�RTIFICATE I5 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATI= HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW., THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THF. -ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND TPE CERTIFICATE HOLDER. _ IMPORTANT: if the Certificate holder Is an ADDrrIO18Al. INSURED, the Pollcy(Ees) must tts endutrsed. If SUBROGATION IS 1 WAIVED, subject t0 the terms and conditions of the policy, canal" policles may require an endorsemenI4 A statement on this certificate does not C*PfAr rights to the certificate holder in lieu of such endorsament(s). v TACT PRODUCER - —7FM( �—•— MARSH USA, INCZ TWO ALLIANCE CENTER 3560 LENOX ROAD, SUITE; Z40M ATLANTA, GA BM26 INSURED THD AT-HOME SERVICES, INC DBA TWE HOME DEPOT AT -HOE SERVICES 2655 PACES FERRY ROAD, ATLANTA, CA -0339 Eli_ .. —• — —� .1N°Y �r - �—�- -^ • 1N511RER19)APF�iRDINGCWERAGE NWGt� ►. Stead Ire wca CwrtWW _ _ _ - 126387 a , 111inals Nast s lmuwrA COMPOY :OVERAGES CERTiP1CATE NUM $ER - ATL 003148867"08 REVISION NUMBER; i THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEI3 MOVE POR'rM1E POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REO•UIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PRTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS E . EXCLUSIONS AND CONbITIONS OF F SUCH POLICIES. LIMITS SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS. R I rm OF INSURANCE POLICY NUMBER Por. EFF ucY U""A ; amfftL UAatLITT i 1 0LO40"14-04 03l01na14 =112015 EACH OCCURRENCE X COMMERCIAL GENERAL LIABILITY I I I -2" ' S pcCLUDEt L—J CUHMS MA08 7 OCCUR i i ! "LIMffS OF POLICY XS" I MED Exp (way am w�ors-�en -- -w"OF SIR; $1M FCR OCC" I PERSONAL A ADV INJURY I S 9,DOf1A0f �GENEFAL AGOREtiATE S 8.000.001 — I I 9.000.D0! GM AGGREGATEUMiT APPLIES P@R ll � � PRODUCTY . coMPIOP AGG S3 X r-- PRO r*• I POLICY i LCC AUTOMOBILE LIABILITY I a11J69aiNeW Lmrn' ANAUTO I I BO DILY INJURY (FierPp rw) § {Y AUTOS En r) ACHED L9b I I BOOfLY INJURY (Ptr ecddW4) !� 3 _ NON -OWNED { MIRED AUTOS ACOS --4 ti, I I t Ir{P°t81nIStL�—..—' --_ - i i 8 I.IA9 I NN9RCI.I.A OCCUR � I EACH OCCURRENCE '�--• _ f I EXCESS LLAT 8 j CLNMS MADE I r AGG� S— .—_— 4 pI RETENTIONS $ t WO1RKERSCOMPENSATION 3 , AND EMPLOYCRS' uA MLITY Y 1 N I I { I WC STATu- OTM-' TOE3Y1.lMIT —" 1,UQ0,OOG ANY pROMIP.T1RfPARTNER1Fxr-.r% IVE OFPtCp•"U49ER EXCLUDED, a WC044101883 (FL) j N (A I OSMI1201A I 0310112015 EJ_. EACH ACCIDENT R 1,0O0.OD0 IMSyana py In NI>1 { ' i E1 D18EAoE • FA> MFI.CYE 4 CESGRIO PTIGN DP AMOATIAWC "t.... I { iJ I P I. DISFA E . POLICY LIMN I S II � II DEWRIFrION OP OPERATIONS / LOCATIONS I WMCI.ICS (A44.df ACOIW 104, AddlGmfal fares Behednfe. H Mwe apace M �eeuhad) MIAMI SHORES VILLAGE BUILDING DEPT. 1QM NE 2 AVE. MIAMI SHORES, FL 33138 ACORD 25 (010105) SHOULD AMT OF THE ASM DESCRIBED POLICIES BE CANCELLED BEFORE THE WIPIRATION DATE THEREOF, NOTICE WELL BE DELIVERED IN ACCORDANCE WITH THE POUCYPROVIS MSE 1A S011429 1P.JO' AUTHORIEMD REPAINNTATIVE of Marsli USA Inc. juaujuvd21O 2uippng - _.. Manashi MukhegeeD►`��*$a 1 01988-x010 ACORD CORPORATION. All rights reserved. The ACORD name and logo ars registered marks of ACORD AGENCY CUSTOMER ID: 100482 I,OC #: Allenta ADDITIONAL REMARKS SCHEDULE Pop 2—a 2 AGENDY MARSH USA, INC. POLIcY NumikeR CARRIER NAtC CODE NAMED MIUAb THD AT MOME SERVICES, INC. DBA THE HOME DEPOT AT-HOME SERVICES 2455 PACES FERRY ROAD ATLANTA, DA 3= EFFEcTM DATE, The ACORD name and logo are registered marcs of ACORD A PMR Folioit tl- a'DL32 —031- 47" CFF 201480196592 OR 8k 2?071 Ps 45861 (IPS) RECORDED 43/18/2014 11:38*48 HARVEY RUVINY CLERK, OF COURT MIAMI -RADE COUNaTYf FLORIDA LAST PANE The undossignud hereby gives notice that improvement w914e made to csrtein real property 87W in eccordammiu i cl ap W 713. F'totida 3tanat65, lite 4oitaaY6eg EniormaBan is PmvktW in this kofts of Commencement : 1, t.0249 D&SC iption of Ptopehy: i ot__k1_ Black o1 unit dT_ ow ti� r"L ng%y legal aCached S Straat Addassa if available: //rv5-47 k�lan t co AIM 99 _— Gartiaral ristenptian of haprovement : j _ w t yt DaiJ3 -r© I V1'►y2i!A r otTego' 3. a. Ownw nam and address: fifthe9t£ar(It otter tmownpo., Cor tr ewe oait,4 wid addrsua:I 1 l �'-pI I >r+ L b. Clln'mctaes pt wmawnGer- F a. 'Sale name and addmae: b. suraag°a ph*" nutfibar: t. �mFlttn4 of hGrad: B. a. Lorala r tume arad adowwo: b. f.aat wr phone nunrhir. 7. a. Paraeftw"riftleStAte M FMafda dsaaflgnated bya¢:ner ups wnotse ru+fr'�s or airierdatan:aatts may bo scrved.as provided hylim .on 71s.fs(SSa)7., Flatdda uia : wanes: .___.._....�_. _...�_�._.—.-._..__._-�._.._.-. b. Maine n:;mt*r. a. In addidoet to bin «coif Or herself, the Own" designates catmakeaenp t€zl.�a F'nanannfltYrarofPatswUor ntilydesignetadbi;muer_....._.____.._---�___...._.___._..T._.__.._.... ?_ i�•vg3ratissck�ceadmeofcararnsazassehX: __ {ztm a ' seen date is 4 yw Ec!n Yee date oEreexading urde=�, e. t}hYa eM data b spex:i&adt wA.td a%G €0 OWNF : ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF CO:eWMEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION FLOP.IDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A S407I0E Or CC&iMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRSF INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT 4IiTfi YOUR LENDER OR AN ATTORNEY BEFORE C°Jt« M1d1NC)NG WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 3 a ixirr,tsg art itw ) ar sy Au &W t cs�?rrastort�arntteei4aassaget By -- Qle[�1jr pedi£ama o __ k7saLln�LVIL- SYA.TE OF FLL. MDA COUNTY Of BROVIIA i3 f fisc: robr0w>k g mont w acknwvfsd ms thie all +t sus-ndua .re call _-_fe _.._-- --- - sign ahtm of Aiwfv Public: Ptfni tdxrtsa: ilf-fts" rpaaatfSn of I aftefBra that f have read ft im"oin$ and *,&ai f ea facts slaied 83 h are true. to tlse best army MwmWp mid ballet: Ss�wtcere{sj at net $) Qw+teags)' GH15certoirautoalPerPner3f nag r wAo sFgnod above I HERE 011ginel iv SCOTT RANDALL NIMER EXPIRES June 11, 2017 Y OF DADE 0o -d6oi6ithe - - daY of A 0 Q_ ------ and Oficial Jeal. -L , of ir>rult an County Courts t3.C. THE HOME DEPOT AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET JOB# 7332935-7305226 Blassberg Opening Location No Location Corner Zone or PRODUCT ACCEPTANCE NUMBER Style PRODUCT APPROVAL APPROVED (+) PSF (-) PSF REQUIRED OPENING DESIGN PRESSURE (+) PSF (-) PSF Window Opening Dimension Wdth IN Height IN MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED 1 4 11-1114.06 SGW 60.00 70.00 41.60 45.10 47 59 1X4 Mull NO 2 4 11-1114.06 SGW 60.00 70.00 41.60 45.10 47 59 NO 3 4 11-1114.06 SGW 60.00 70.00 41.60 45.10 47 59 1X4 Mull NO 4 4 11-1114.06 SGW 60.00 70.00 41.60 45.10 47 59 NO 5 4 13-1009.04 PW 80.00 80.00 41.60 45.10 36 37 NIA NO 6 4 13-1009.05 SH 60.00 70.00 41.60 45.10 25 60 N/A NO 7 4 13-1009.05 SH 60.00 70.00 41.60 45.10 25 60 N/A NO 8 4 13-1009.05 SH 60.00 70.00 41.60 45.10 52 37 N/A NO 9 4 13-1009.05 SH 60.00 70.00 41.60 45.10 23 24 N/A NO 10 4 13-1009.05 SH 60.00 70.00 41.60 45.10 26 62 N/A NO 11 4 13-1009.05 SH 60.00 70.00 41.60 45.10 25 50 N/A NO 12 4 13-1009.05 SH 60.00 70.00 41.60 45.10 25 50 N/A NO 13 4 11-1114.06 SGW 60.00 70.00 41.60 45.10 73 37 N/A NO 14 4 11-1114.04 PD 60.00 60.00 41.60 45.10 96 80 N/A NO 15 4 11-1114.04 SGW 75.00 75.00 41.60 45.10 96 44 N/A NO 16 4 13-1009.05 SH 60.00 1 70.00 41.60 45.10 24 25 N/A NO 17 4 13-1009.05 SH 60.00 1 70.00 41.60 45.10 25 I 50 N/A NO SGW= SLIDER GLASS WINDOW/ SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= PATIO SLIDER DOOR / CASE= CASEMENT / PICT= PICT - ENTRY SWING DOOR/ PD= DOOR /AWN=AW .00 14jejap . . . . . . . . . . . .. . . .. . . . ... . . . . ... . . . . . . . . ... . . . . . . . . . .. .. 00 . .. .. ... . . . ... . . 1 OF 1 C11 L �. LLIJ p G LuJ G J Q] [ U lVl 1�Pz5 y� L `.. Lu �a c C-1 u I -31 �� - D912012 - 4:42pm gabriels FAOI Project Fllesl 2010-1013&400 Wind ChartA Reference100-MP310400 Series C&C (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH:5 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE, FLAT TERRAIN� _ Mean DESIGN PRESSURES (PSF) -ZONE 4 Roof Trlbute Area S Ft Height 10 15 20 25 30 0-15ft -43.4 -42.4 -41.6 -41.1 -4116 -47.1 `� 8! ; -45.2 +40.1 +39.0 +38.2 +37.7 +37.2 +3 .t_t ,.. 5^ R +36.1 44.0 -43.0 -42.2 -41.6 -4L1 .7 1 -3j§/'81 16ft +40.6 +39.5 +38.8 +383 +37.7 + <3 +382 #tl. +373 44'6 -435 -42.8 -42.2 41.7 -41.3 0. f 4�3 17 ft 48.4 +40.0 +393 +38.7 +38.2 +37.8 +37.4 6.8 18 ft -45.1 -44.0 -433 -42.7 -42.2 +41.1 +40.0 +39.3 #L6 +40.5 +39.7 +39.11+38.6M2 +37.1 +36.8 + 37 19 ft -52.0 44.6 -43.8 -43.2 -42.7 42 -47.0 #1.6 #2.1 #1.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 20 ft 46.2 45.0 -44.2 43.6 43.1 42.7 423 42.0 41.7 47.6 #2.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 21 ft -46.6 455 44.7 -44.1 43.6 43.1 42.8 42.4 42.1 +38.3 #3.0 #1.9 +41.1 #0.4 +39.9 +39.5 +39.1 +38.8 +38.5 22ft 47.1 45.9 45.1 44.5 44.0 43.6 43.2 42.8 42.6 +395 +43.4 +42.3 #15 +40.8 +40.3 +39.9 +395 +39.2 +38.9 23 ft 47.5 46.4 45.6 449 44A -44.0 43.6 43.3 43.0 41.1 #3.8 +42.7 #1.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 24 ft 48.0 46.8 46.0 45.3 44.8 44.4 -44.0 43.6 43.3 #3.4 +44.2 +43.1 +42.2 +41.6 #1.1 +40.6 +40.2 +39.9 +39.6 25 ft -48.4 473 46.4 45.7 45.2 44.7 -44.4 44.0 43.7 49.5 +44.6 1 #3.4 1 #2.5 #1.9 +41.4 #1.0 +40.6 +40.2 +39.9 26 ft 48.8 47.6 46.8 -46.1 45.6 45.1 44.7 44.4 44.1 ( #5.0 #3.8 #2.9 #2.3 #1.8 #1.3 +40.9 +40.6 +40.3 27 ft 49.2 48.0 47.1 46.5 45.9 455 45.1 -44.7 44A 4�q, #5.3 +44.1 #33 #2.6 #2.1 #1.6 #1.2 +40.9 +40.6 28 ft 49.5 48.3 475 46.8 46.3 45.8 45.4 f =467,_ -44,5 #2.9 #5.7 +44.5 #3.6 +43.0 +42.4 +4$'q X4)'6' 4r 2 -60.7 29 ft 49.9 -48.7 -47.8 47.2 -46.6 4 ,� -51.2 +46.0 +44.8 1 +43.9 #3.3 #2 7 9 h u -50.3 49.0 482 47.5 -47.0 '5 #1.2 +40.9 30 ft +46.3 #5.1 +443 #3.6 #3.0 -54.6 -53.7 -52.9 32 ft 51.0 49.7 48.8 48.2 47.6 4 . ` C 0 #7.0 #5.7 +44.9 +44.2 #3.6 +43r..2 +42G7T,(��7k #2.4 35 ft #1.6 #1.2 +40.9 -61.6 -59.2 -57.5 X61 -55.0 +47.9 +46.6 #5.7 #5.0 #4.5 " +83f®fl +�c2'� W42? 9 40ft -53A -52.1 -5L2 -50.5 49.9 49 � P" - -, #3.9 #9.2 +47.9 #7.0 +46.3 +45.7 #5.2 +44.8 +44.4 +44.1 45 ft -54.8 -53.4 -525 -51-7 -51.1 -50.6 -50.2 49.8 495 +50.5 #9.1 +48.2 #7.5 +46.9 +46.4 #59 #5.5 #5.2 soft -56.0 -54.6 -53.7 -52.9 -52.3 -SL8 -513 -50.9 -50.6 +415 +51.6 +50.2 #93 -58.7 +4Vy +4iL4 7.A +466 •46.2 -53.7 -57.1 -55.7 -54.7 -ft.0 -53.4 -51-,80 'j-52:4 Wj52 1. 55 ft +52.7 +51.3 +503 +IV +4840 +4&4 Vy 1047,0, «47.1 -56.3 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53RD •-52.� 2.g 60ft +53.6 +52.2 +51.2 +004 #AZ #9.3 #8.8 +48.4 • +48.0 • • Mean DESIGN PRESSURES (PSF) -ZONE S Roof Tribute Area Ft gObight SO 15 20 125 30 35 40 45 1 50 ENGINEERING -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 0 -15 ft +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 - -54.4 -52.2 -50.7 -495 -48.6 -47.7 -47.0 -46.4 -45.9 16 ft +40.6 +395 +38.8 +382 +37.7 +373 +36.9 +36.6 +36.4 35.1 -52.9 -51.4 -502 -49.2 48.4 -47.6 -47.0 -46.5 17 ft CERT OF Aures iseTTes T-'' Iii • • AL1bATPOUR AIV • +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 #1.6 +405 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 -56.4 -54.1 -52.6 -5L4 -50.4 -49.5 48.8 48.1 47.6 19ft +42.1 #1.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 49.3 -48.7 -48.1 20 ft #2.6 #1.4 +40.6 +40.0 +395 +39.1 +38.7 +38.4 +38.1 -57.6 -553 33.7 52.4 51.4 : - 49.2 486 21 ft +43.0 41.9 41.1 +4rj4- 9�9 3 -3i' 6816 +38.5 22ft 5 r4-39y��155 ✓ #3.4 #23 #15 8� €9 ra- � 9.2 38 9 23 ft 58.7 -56.4 -54.7 545 Ii -itZ�4� � 5 .5 0,3 1 atfh8. 0.1 49.5 +43.8 #2.7 #1.82l SRO 7- ! ,9 +39.2 24 ft 59.2 -56.9 -55.2 2ti0 � ( 50.0 +443 +43.1 #2.2 +41.6 2 +39.9 +39.6 25ft +4.7 +44.6 -434 #3.4 -55.7 +42.6 �-,I�@A99 9` 4�q, -60.2 -57.8 -56.2 -54,0-,-05 --5 ' X52 1A -50.8 26 ftp- +45.0 +43.8 #2.9 #2.3 #1.8 +41.3 o. +40.9 +40.6 +40.3 -60.7 -583 -56.6 -553 -54.2 -53.3 -525 -5L8 -51.2 27ft #53 +44.1 #3.3 #2.6 #2.1 #1.6 #1.2 +40.9 +40.6 -612 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 X28 ft #5.7 +44.5 +43.6 #3.0 #2.4 #2.0 #1.6 #1.2 +40.9 -61.6 -59.2 -57.5 --56:1 -55.0 -54.1 -53.3 -52.6 -52.0 29 ft +46.0 1 +44.8 #3.9 1 #3.3 1 #2.7 #23 1 #1.9 +41.5 +41.2 -62.1 -59.6 -57.9 -565 -55.4 -54.5 -53.7 -53.0 -52.4 30 ft \ +463 +.45.1 +44.3 +43.6 +43.0 #2.6 #2.2 #1.8 +415 �32ft -62.9 -60A -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 #7.0 #5.7 +44.9 +44.2 #3.6 #3.2 #2.7 #2.4 #2.1 -64.1 -61.6 -59.8 -58.4 -573 -56.3 -555 -54.7 -54.1 #7.9 +46.6 #5.7 #5.0 +44.5 +44.0 #3.6 +432 #2.9 -65.9 -633 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 40 ft #93 #7.9 +47.0 +46.3 #5.7 #5.2 +44.8 +44.4 +44.1 -67'6 -64.9 -63.0 -61.6 -60A -59A -58.5 -57.7 -57.0 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 1 #5.9 1 +45.5 +45.2 -69.1 -66.4 -64A -63.0 -61.7 -60.7 -59.8 -59.0 -583 soft +51.6 +50.2 #9.3 +48.5 +47.9 +47.4 #7.0 +46.6 #6.2 -705 -67.7 -65.8 -642 -63.0 -6L9 -6LO -60.2 -59.5 55 ft +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 #7.9 #7.5 +47.1 60 ft -7L8 -69.0 -67.0 -65A -64.1 -63.1 -62.1 -61.3 -60.6 +53.6 1 +52.2 1 +51.2 1 +50.4 #9.8 +49.3 +48.8 +48.4 +48.0 INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO P ORST CASE PRESSURES. FNORST CASE' IS DEFINED AS THE C WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO<t1T&I$A FQRl " THESE TABLES. FO 2. TABLES VALID O Ld` , ROOF HEIGHT AS LIMITED ABOVE.' J. TABLES VALID F R i kn (' APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° S 16 F0 B NEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE a zNN�,M ,(JAJVE OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDE 4W E -7H PERK R S. ALWAYS ROUND O - - GHTS� 6 E�S LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TY�AR F E OPENING IN QUESTION (HEIGHT WIDTH) OR RIM THE SPAN LENGTH (HEIGHT) M171'Tf- Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD SP LFdN, / ). US�.."THE AREA BETWEEN STRUCTURAL OPENINGS ONLY LT•1 =B f�liQTl1RAL MULLS. IF THE TRIBUTARY AREA OF AN 'PL E OSSTT CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND 6tY' .i', O THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS TH ill SH D, GEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpl-+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESRONPING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTS REIN.SHALk:.;i3E-,13TCT*TED.AND VERIFIED BY THE GOVERNING BUILDING DEPARTMB r• NP P@RM O 6hL IN FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HERM S. THIS SPECIFICA Q IS'�NO"iH b R ANY PRODUCT APPROVED CERTIFICATION. RE RI "f' �"�C.�$ I MTTTED TEST CRITERIA AND OTHER APPROVALS FOR DE G , *i:;IN�'ilfA '14tOCY1YFl�)iMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH 1:S T(d� BV Y't.)THB CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL •.I AGg"R' 0 M ORDINANCES. 7. NO CERTIFICATION' OE -1= RJ IN`T`EGRITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PRON, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. rm e= 10% OF IS MA�� Ob p . RH, PEAK ROOF DIMENSIHICHON OR 3FT (1ftf1ULOIVE 5'IIV QUESTION. CONSQF LEAST ULT HEIGHT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MOAN ROOF a a EAVE HEIGHT ROOF HEIGHT AE -11 5 An ELEVATION WALL ZONE FIGURES h„f� ISO ,a m rA O o g REMARKS DRWN CHKO DATE issuE •• GSS TTs6 G�,DS/12 2010 FLORIDA BUILDING CODE ENGINEERING t m m « ASCE 7-10, CHAPTER 30 PRESS® g , -ADDU EIG GSS T 9/12 • • • • _ • ` n (n DESIGN LOADS FOR COMPONENTS &CLADDING 160 SW 12th AVENUE, #106 O m �p z - _ _ _ - T --`Jr- MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 0 rn O m 4 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNATtDO, PH: 9-4 354-0660 FAX: 954 3540443 N O P.EAND SHALL NOT BE REPRODUCED M WHOLE OR PART W**LTE AT*N kC D&l Nj�0RAIf L BENN&RD0. "YN.TT37ATICNSApDDiloNs,YloHUGHTPl6, oMOTHER ASCE 7-10 WWW. EN GE#9885 I.,. Pz o -P 1 MfrtldnlGS TOTHI! NOOUMENVARE WT PERMT*TEDAND CERT OF Aures iseTTes T-'' Iii • • AL1bATPOUR AIV • ••• 0 0 0 ••• 0 0 wY 1'7 Y I rF YIF ■7F rI IIYI ICY �1 � • • ��.• ..�� . �.. 7 �`►�I g X0,1 �� tL(� sil ... goose. e . ...... ...... 46 6 60.06 o 4 4 . 0 00 04 'DO 6 0040.0 .64664 . 00 . . 0 0 . 6.0000 ..... . . eg.so. .. . 0000 • Mian r(tnt i 1•<<�1,' ►� Su.kilt tc�+ Roo r- Sjo 3/2- Pau v!o to ®V IT V 1 4n/ M1■Vv . . t , tIY1 trr �I r • � ��....�. .� �.. iAIR i Ell t ill (( efiAt 0 IV 0000 . . 0000 0000.. ... 0000.. 0000 0000.. ...... . .0000. 0000 0 . .00.0. 0000 . 0000. .. 0000.. ... 0000. 0 0 . . . 00 0000 0 0..... . ...... . . 0 . . 000000 0000.. 0 0 . 00000. 0. . 0000 0 MIAMM MIAMI -DADS COUNTY, FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) _ www-miamidade.goLlperal PGT Industriess 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 Hurricane Zone. DESCRIPTION: Series 11HR--510" White PVC Horizontal Roller Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 5191-2, titled "Vinyl Horiz. Roller Window, Impact -resistant", sheets 1 through 10 of 10, prepared by PGT Industries, dated 01/18/10, with revision "C", dated 10/17/11, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami --Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a 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 NUA"]Failure • to comply with any section of this IOA shall be cause for termination and removal•af Nr*- • • ADVERTISEMENT: The NOA number preceded by the words Miami Dad;:Gwnty, 1991Uk and,...:. followed by the expiration date m may be displayed in advertising literature. If aportion of they NOA it • • • • displayed, then it shall be dotte in its entirety. • • • • • 0000.. INSPECTION: A copy of this entire NOA shall be provided to the user by N � * aanufac, VT% or its.:008 - distributors and shall be available for inspection at the job site at the request of the $1}f1&g Officio. ...... This NOA revises NOA No. 09-0901.07 and consists of this page 1 and evideneA pages E-1 and E-2, as well as approval document mentioned above. 0600:6 0000.. The submitted documentation was reviewed by Jaime D. Gascon, P. E.• 0000 Mi Wane tsrtr NOA No.114114.06 • • • �� Expiration Date: February 17, 2016 2�Z�tZ Approval Date: February 09, 2012 1 Pagel PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0901.07) 2. Drawing No. 5191-2, titled "Vinyl Horiz. Roller Window, Impact -resistant", sheets 1 through 10 of 10, prepared by PGT Industries, dated 01/18/10, with revision "C", dated 10/17/11, signed and scaled by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of HR -510 vinyl horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--5916, dated 06/18/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 09-0901.07) C. CALCULATIONS: 1. Anchor Calculations, and structural analysis, complying with FBC 2007, prepared by manufacturer, dated 08/20/09, signed and sealed by Robert L. Clark, P. E. (Submitted under NOA No. 09-0901.07) 2. Glazing complies with ASTM E1300-02/ 04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on OVW17. • • . . 0000 0009•9 F. STATEMENTS • • • 1. Statement letter of conformance and compliance with the FB; 1007 (with• Elie 2009 • • • supplement) and FBG -2010, dated 10/25/11, signed and sealeA,by AWhony Lyng••'•; Miller, P. E. ' ' """ 0000 . 0000. 2. Statement letter of no financial interest and independence, dated,M/f-15/11, slgagd and •,, • • • sealed by Anthony Lynn Miller, P. E. 00 *6 00 ' 000060 0000 9 . • . ..9.99 `� • 9 • • • ,0000• Product Control Sectiolh%ftervisor NOA No. 11-1114.06 Expiration Date: February 17, 2016 Approval Date: February 09, 2012 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of conformance, dated 08/20/09, signed by Robert L. Clark, P. E. (Submitted under NOA No. 09-0901.07) 5. Statement letter of no financial interest, dated 08/20/09, signed and sealed by Robert L. Clark, P. E. (Submitted under NOA No. 09-0901.07) 6. Laboratory compliance letter for Test Report No. FTL-5916, issued by Fenestration Testing Laboratory, Inc., dated 06/18/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 09-0901.07) G. OTHERS 1. Notice of Acceptance No. 09-0901..07, issued to PGT Industries, Inc. for their Series HR -510 White PVC Horizontal Roller Window-L.M.I., approved on 02/17/10 and expiring on 02/17/2015. 6040 0 0 . ..�. 6666.. 60 •00.0. 6 0 060000 0 . . 6666.. 00.0 6 . 0 . .66.4 6666 . 6666. 0 6666.. ... 66660 . 00 00 .. 0 0..00. 6666. 6666.. "Jaime D. Gasc n, P. E.' ' Product Control Section Nupervisor NOA No. 11-1114.06 Expiration Date: February l7, 2016 Approval Date: February 09, 2012 E--2 ® IMPACT -RESISTANT HORIZONTAL ROLLER L2 EVS' MAX. TYP. 4° O.C. MAX. TYP. 21/4 MAKr— ® Deafen Pr mss Raft . Impact R9ng TYR • 60 h 70 PSF LMge aml Smell MISSW Impact BOX FRAME AND INTEGRAL FIN 1MNDOWS + 80 /- 70 PSF Lenge Mlsaee Impact Only GENERAL NOTES: {wnwoe.aro.�wemmm m� 1. GLAZING OPTIONS: A 7/81 IG -5/18° HM - SGP + 7/18° - AIR+ 1WA CAP B. 7/8° IG -8181 HAI - SGP + 7116"- AIR + lfirT CAP p NOA DRAWING TABLE OF CONTENT 2. CONFIGURATIONS: XO AND OX O 0 G � SHEET C GENERAL ESI N RLSSI7R 8:441- osjF1 k.LGLASS`TYPES-LISmy AND yy��, ELEVATIONS ......„.._..»... . .......... „...1 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE 7a GLAZING DETAILS .._„•„........................ 243 B. POSITIVE DESIGN LOADS BASED ON WATER TEST p g ffi SECTIONS. I.F. FRAME ...........................4 PRESSURE AND GLASS TABLES ASTM E 1300.02 �S 6 8ECTION3, BOX FRAME—.....__..... e PARTS LIST...........„.--__.._......_..._.... 8 EXTRUSIONS ..............•.... .. . ................. 7 4. SHUTTERS ARE NOT REQUIRED. .. ANCHORAGE SPACING, BOX FRAME .. S 8. ANCHORAGE: ANCHOR SHALL BE AS LISTED AND SPACED A9 X ANCHORAGE DETAILS, BOX FRAME..».9 ANCHORAGE DETAILS, I.F. FRAME....... 10 SHOWN ON DETAILS. ANCHOR EMBEDMENT TOOSUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. THE 33 0% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL •32 314 VENT DLO WIDTH 32 9/18 FIXED DLO WIDTH SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR INTEGRAL FIN MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 73' MAX MAX. SIZE 73"X W BUILDING CODE APPROVED ANCHORS: 1, #10 STEEL SCREW (GB) 1 781/4° FRAME O.D. 2, 3118° ELCO ULTRACON. 8. REFERENCES: TEST REPORTS FTL-5918; ELCO TEXTRON NOA 73` MAX. 07.0428.01; ANSUAF&PA; NDS -208 FOR WOOD CONSTRUCTION; 32 9M8 FIXED DLO WIDTH ADM -2005 ALUMINUM DESIGN MANUAL. 32 3/4 VENT DLO WIDTH 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE iHVHZ)• 8.SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. a 9. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE pPIdODL3CTYt8VISBA AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY P MUCr with eiarlda FOR WATER RESISTANCE OF INSTALLATION SHALL BE hill cwh DONE BY OTHERS. ease No 10. MATERIALS USED FOR ANCHOR EVALUATIONS WERE 4 SOUTHERN PINE. AND CONCRETE MASONRY UNITS 4+ t3 D c attol COMPLYING WITH ASTM C-90. oa X o titlata 81/2' MAX 1 ..YNN '.......... .... `�,``Z�• \DENSE �i 414° _ -- 15°It�t1AX D.C. I-- OX FRAMIE�' �:' � SEE SHEET 7 FOR �y��, _ �t ; No• 587p5 ANCHOR REQUIREMENTS 812' Max J2910 QVIDE 1070 TECHNOLOGY MUMIR27ELEVAT70NS&ANCHORAGE O a pR\0�:�' C9; J.' 01�15/10 a n ".; ; •r bGxHteln-0 a elmve NOKOEd 16� Whyl Hodz RogerW/ndow•tg!etresbftW �. L 34M��'c�SS�O''NA�� ap: mac mi6 140KOM18. R 94274 ll LYNN Gt P.E. dJt OB/11%� trasto HITS 9 d 10 51892 B P.EAUM ••• • • • • • • • • • •• • • ••• • • • • • • •• • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • In EXTERIOR OP77OW FLANGE 'OVERALL GLASS NOMINAL Y LAMI GLASS NOMINAL HEAT STRENGTHENED GLASS ) DUPONT PINTERLAYER HEAT STRENGTHENED GLASS V2° NOM. {LASS SITE 7/8" LAMI I.G. GLAZING DETAIL ' WITH 5/16" LAMI GLASS AND 1/8" CAP ` * . No. 55705 J. am•eo� � , K61'AE6FI JyH a GLAZING DETAILS - BOX OR FLANGE FRAME%�O�` '' J.T?. 0911 m u• we. 1101 10MBO ,��5 ..t..... • • • • • • • • P.o. tme 1�2T VIA l Holz. Roller Mndow, Im ct-teslstiDt '�.iSI0NAL�w E `� frx" _ q een.awre mm mmoru ro� J.R vwzwam% NOKON�B, FL 84214 NRB10 9: 9 2 d 90 5989-2 'S A Lvt�rl IASL LER P E ••• • • • • • • • • • •• • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7/18° 1/8' ANNEALED TEMPERED GLI EXTERIOR OPTIONAL FLANGE S NOMINAL LAMI GLASS HEAT STRENGTHENED GLASS DUPONT PINTERLAYER HEAT STRENGTHENED GLASS 7/8" LAMI 1.G. GLAZING DETAIL WITH 5/16" LAM] gWS AND 118- CAP 1/2" NOM. (LASS SITE ' we ""a W""' GLAZING DETAILS -INTEGRAL FIN FRS t�90 A • t�9ek®u dM fllto. � �s��aaara� '� G?�r � • �, I s xAn • • . • . .. • • PQ Bfpf 1828 V►lnrol7lo H0dZ Roller Mndow, ct-mists • w9:1 3 m 10 a- 5999-2• • • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• ••• •• •• LYNAl �� •' �,�GEN3Lc'•4F,p �� ` * ' No. 58705 ' It W, S. •. STA O !(� 1QNA't�.� �C l" A LY!•ma````�, P.E. P.E.Y 88706 DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION NOTES. 1. #6 x 1/2 FL SMS, LOCATED AT 41/2° FROM EACH END AND AT 16° O.C. 2.06 x 318 FL SMS, LOCATED AT 41/2° FROM EACH END AND AT 16° O.C. 3. #6 x 111 FL SMS, LOCATED AT 4111° FROM EACH END. 4. CAM LOCKS: (2) AT T EACH END 5. WEEPHOLES ARE 1°X Mr. SEE SHEET 1 FOR LOCATIONS. J SEE NOTE DETAIL D HEAD SECTION NOTE 3 RHMM g wah tim Ftozfda �0 tl�ll (1 1 I Y + SEE NOTE 6 � •� ;7I DETAIL E 10 SILL SECTION �V LYNNuirr HOT WELD CORNER ASSEMBLY Q`a`: �t�4tcENSF •;Fp (INTEGRAL FIN) 1 = *' No. 55705 *' 7/ 9 0 Tlil3iF/EC�'• °` 'per.' •3TA EOF// ••<f/: • 1070TEOHNOLOGYMNE CROSS SECTIONS -INTEGRAL FIN i FIORIDP.•' ?� Ovte/10 A a • • s. • •0 • NOxOlA9, FL30T/8 Vinyl Hork Raper Window Im -resistant �`'s`S/Ot/ wm mm • • NOI(OMIFl.94774 awl s wn A LYNN��ILLEN, P.E er e Jit pg/pSg • • • • • • • • • tomato la 4 m 10 6981-2 8 P"ssm • 010 • ••• • • ••• • • • • • • • • •• • • •• • • • • • • • • • • • • • DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION NOTES: 1. #6 x 112 FL SMS, LOCATED AT 412' FROM EACH END AND AT 16.O.C. 2.00 x 3/S FL SMS, LOCATED AT 4112' FROM EACH END AND AT W O.C. 3.06 x 12 FL SMS, LOCATED AT 4112' FROM EACH END. 4. CAM LOCKS: (2) AT r EACH END 6. WEEPHOLES ARE 1' X 3M W. SEE SHEET 1 FOR LOCATIONS. +7 DETAIL D HEAD SECTION EXTERIOR I dFSEE NOTE 3 EXTERIOR SEE NOTE PRODucrpzWsw 5undinsCode 1 1 • SEE NOTE 6 DETAIL E 11 11 11 10 in11 SILL SECTION �.�� LYNN ��` �� '�ic�Nsg'•.4sp �� HOT WELD CORNER ASSEMBLY e (BOX FRAME) 2 - * No. 5e705 cr— ol8H0 A• ND e • °`SECTIONS BOX FRAME �,sm OF 111i1-107TNoMrezR %,�� •.,!�toR�oP. 'G`�: • • . . . . • • • Vln t Hot& Roller WkWow, tm ect-reslsfant �'�ss/ONAL �� P.a egoc axle ��4 �� 1• bem ash• NO==, FL3W4 som aeeu �fyltd am AL J.R 08/1?/Q9 ra�10 12 6 m 10 61912 8 P.E#am • Or • ••• ••• Q. • • •••• • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM DWG NO. 1 8188 PART A 88108 DESCRIPTION FTtAR+lE11fAp, 6LL AND JAAtB8 (FW ONLY) QTY 4 2 5189 86189 FR4ME MD, BILL AND JAMBS {BOX ONLY) 4 4 8102 88102 FDODNFfT8�76RAL 1 8 6123 88123 FD(EDNl�fGVO RAL-ALUNBTB&AR�. 1 8 78X1FP4W 8 x 1° FH'IECH (CAM LODC, � 4 B 78X312PPABX 8CR87(31/2°PPTYPEAB(FB®AI6� 4 S 71889SP 330028 ALUAA StDiEWSIIPPORTflA113 2 10 6138 86138 ROLLr3tTRACK 1 11 8138 88138 ANIIL�7' 2 12 71038W OB1%tLLATBON HOLE pLUf3$ BOX ONLY VARIES 13 8108 86108 SASH NVIF37LOgC RAL 1 14 8114 851/4 047BiLOC1(RAL-ALUA�AAYIRE6�. 1 18 782086LAW CAMSWS•PLOGt8 2 18 781338LIO.AI C4NASWFfPLOCSIO�PFR 2 17 1844 81844W WSTP..187 x .270 FW 851E 1 18 6137 88137 BASH BGS AAL 1 19 8114 88114 SIDERAL-ALUNO�RWAREAff. 1 20 1844 81844W W9TP..187 x .270 FIN SEAL 1 21 '6108 .88108 BASH TOPBBOTIOM RAL 2 22 6114 88114 TOP&BOTTOMRA2.-ALUFANUMRFAIF. 2 23 1841 81844W Yt9'IP..187 x ,270 FP18E4L 2 24 716-1 42112HD ROIIERHDUSWO 2 xs 78RNF0.2 BRA8SWi8$8 a 26. 7812FK/ 8 x 1P2 FH PN8.U2Pi3/D19 VARIES 27 7838PN 7x 3f8 FH PIDI.#2P1'8JCY8 VARIES 28A BSDNRiI418 7l18° Sl&�E7t BPAf23t 28B 88WB3It38 9f8°8l8'FRrSPACBt 29A 8112 88112 OLAZ61Ki �qD 1-LIIB 32A 7!8° LAN GQ OLA66:1/8° TB4P� OLRBOo4Ia]-ADffiPACE-118° ANPEAL®..080 WBPR93AYER-1/8"AM�AL®(8M8°LANI� 326 7�° LAND LQ f3LA8S: 7/8° ANNEALS) OUTBOARD-A6L9PAC£-1/8°AMBAI.ED..090 PJB 6JIFJ8.AYER • 1/8° ANNEALED (eM8° LANG) - 34 8Cdff�4 1 36 WEl�COVB� 4 37 SERWCi BLOCK 39 S0.l001vEpOW 1189 40 21 13 29 15 15 18 O 1 O 5 O 21 11 b 24 2b 4 PRODUCT RUVISM r� complying wiW O�eRlosida A Gen WMNo ,4 d IN silo+ 10 Miami LYNN35 `� �1�.• �1OENSp •.Fp �� i No. 58705"' * ' UZ J.J. 101 f/ft4 &I -s S TH BOM&EXPLODED t/IEW ;�O`. sTATeon �•' • • 1070 MS. FLp 275•'•. F...... '.•�`Gi�� J.R 0 / 8H0 d 4' endbee flnmBOM. Noxomis,Ptsaz76 � : �` F • • • • • • • • P.O.BQx16O Vin 1HOrlLRollerWindow Impact- �'�.SS/ONAL 3�w me a maw NOKOMl3,R.D4474 Brteetaae sate BW! Ltnipxw s.K / t J.P. o&IM ra�10 NTS B a 10 5181-2 8 PB• P.E. • ••• • ••• ••• ••• ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1AFRAME O DWG #5116 RIGID PVC E FIXED MEETING RAIL ODWG #5902 RIGID PVC .688 .e7� .060 SASH INTERLOCK RAIL REINFORCEMENT 889DWG #5114 Al 6063-T6 1 1.020—►{ 1 .083 174 T FIXED MEETING RAIL REINFORCEMENT O5 DWG #5123 Al 6005-T6 1 SASH INTERLOCK RAIL 13 DWG #5905 RIGID PVC 1.047 1.160 .100•O=85 � .066 1.022L -- SASH SIDE RAIL SASH TOP/BOTTOM RAIL 18 DWG #65937 DWG #65906 21 RIGID PVC RIGID PVC �� 1.306 at n M .060 �'—""I Niiamt aUoPco not .210 .860 39 .036 ti t t t LYNN BOX FRAME �� ' VCENS�c''•�Ff, O DWG #5189 I.G. BEAD ROLLER TRACK/ANTI LIFT *; No. 68705 RIGID PVC DWG #5192 10 DWG #5138 _ ' DUAL PVC RIGID PVC 0/07lN1 • °'°"°� :gyp '•. STA oprJ lt�: U" ftmb. EXTRUSION CROSS SECTIONS :'`F ' `zoetoP.• G�?� J. AN AWNbdis extrusions rmmoved NottoM FLsave ,• �,, SS; �• • Ne!!•litJ •p.a0px,me V/n Hotlm RolgerW/ndow�, kn act -resistant /IN1A'L1,�,�� anm qk• NOKONdiB, q.9427a a�nesc emrs ae.e •.cyan �• A. LYNN ULU P.E. J.R 08H�/09 F•t810 1.1 7 d 10 6191.2 8 pEa31 m IRY ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HEAD, SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN PRESSURES OF +60/--70 PSF OR LESS • ••• WINDOW HEIGHT (in) 24 30 36 42.j 48 54 LZO 63 WINDOW WIDTH (in) ANCHOR LOCATION # OF ANCHORS REQUIRED (TYPE 1 OR 2) 24 Head and Sill 2 2 2 2 2 2 2 72 Jamb 2 3 3 3 4 4 5 5 36 Head and Sill 3 3 3 3 3 3 3 3 Jamb 2 3 3 3 4 4 5 5 Head and Sill 3 3 3 3 3 3 3 3 42 Jamb 2 3 3 3 4 4 5 5 * 48 ! Head and Sill 4 4 4 4 4 4 4 4 Jamb 2 3 3 3 4 4 � �, 5 54 Head and Sill 4 4 4 4 4 4 4 4 Jamb 2 3 3 3 4 4 5 5 60� Head and Sill 5 5 5 5 5 1 5 5 5 Jamb 2 3 3 3 4 4 5 5 66 Head and Sill 5 5 5 5 5 5 5 5 Jamb 2 3 3 3 4 4 5 5 ¢ 72 Head and Sill 5 5 5 5 5 5 6 6 Jamb 2 3 3 3 4 4 5 5 1.4173 , Headand Sill 5 5 5 5 5 5 6 6 Jamb 2 3 3 3- 4 4 5 5 NOTE, FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. • ••• • ••• • • ••• • • • • • • • • •• • • •• i•• • • • • • • • • • • • ••• • • • ••• • • ANCHORAGE NOTES FOR BOX FRAME: 01. ANCHOR TYPE. 1- 3116° ULTRACONS BY ELCO (FOR MASONRY SUBSTRATES) �ylAllll MClA11•C19E •EIISTl1i� tc 2 - IMO SM SCREWS, GRADE6 (FOR METAL AND WOOD SUBSTRATES) MINIMUM EDGE DISTANCE OF 316°. 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS, &W MAX. FROM ALL CORNERS JAMBS -10.3126° MAX O.C. HEADISILL-16' MAX O.C. S. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. 8. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 1 & 10. 10TECKNOLOGYU EI KOKOM, FL 5447. [�ff PA. �C1822 NOKOALIB, FL 54274 � r9oridu +t1 t.I 4TrvN .. * No. 56705 iNCHOR CHARTS �l 4Hork. RRaflorMndOW, In ot-raskQ91lt �i,,�IO''N�AL5„��•• re7ato NTS 8 d 90 89892 8 PEsee7oe #10 SCREW, SEE #10 SCI 131W MIN. SHEET 8 FOR SPACING SHEET 8 FOR 1 /W MAX. SHIM --►{ 'rel=a m=il • I�_�..�r,,. fir..rn� fl =.� rFLANGE 410 SCREW, SEE SHEET 8 FOR SPA( A►�_ REMOVEABLEFLANO Lui A FLANGE JAMB W/ BOX FRAME HEAD W/ BOX FRAME SILL, W/ BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD REMOVEABLE APPROVED MASONRY 3.6 KSI MIN. CONCRETE ANCHOR, SEE SHEET 8.. OR 18 KSI MIN. CMU' FOR SPACING !. a". as•• •: i •S4.'•� 13/81MIN. 3.6 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU FLANGE APPROVED MASONRY ANCHOR, SEE SHEET 8 FOR SPACING APPROVED MASONRY ANCHOR, SEE SHEET 8 FOR SPACING 114• MAX t SHIM WEABLE • . FLANGE 13V MI 3.6 KSI MIN. Ct31JG E OR 1.5 KSI MIN. CMU JAMB W/ BOX FRAME HEAD W/ BOX FRAME SILL W/ BOX FRAME THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE 1x BUCK OPTIONAL 1x BUCK OPTIONAL 1x BUCK OPTIONAL NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI•DADE COUNTY APPROVED 3/18° ULTRACON, EMSEDED 1316° MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1° MINIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #10 STEEL SCREW, EMBEDED 1318° MIN.. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 11r. Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. d. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6053: T6 AND A MINIMUM OF 116° THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 010 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. (�I IAISTALLATIOW DETAILS-BOX/FLANGE ttrro rEc,mwtoorDRNB jLJI�' 88G • NDKONI8, FL 34273 Tm • • • pDgx,s� �n Ho& Roller Window, Impact -mists .401. tB, FI.6,s74 11R010 72 1 8 -10 6191-2 • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • e • ss •• • • • •• •• NOTE: INSTALLATION TO THE SUBSTRATE OF 1x OR 2x WOOD BUCKS TO BE ENGINEERED BY OTHERS LYNN No. 58705 irz 00. I10�"N�`AV.,%\ A LYNN nuP.E P.E.t1611709 1 /4" MAX. SHIM ---4 I— 118° (.131 ") DIA. x 2112° NAIL, SEE SHEET 1 ® FOR SPACING REMOVEASLE FLANGE•/ L..1/8" (.131' DIA. x 21/2° NAIL, ® SEE SHEET 1 FOR SPACING JAMB W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING REMOVEiABLE FLANGE 1/8"(.1311 Db4. x 21/2" ® SEE SHEET 1 FOR SPA FLANGE q 11'r MAX SHIM HEAD W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING 1/4" MAIC MAYL SHIM T SILL W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING NOTE: INSTALLATION TO THE SUBSTRATE OF 1x OR 2x WOOD BUCKS TO BE ENGINEERED BY OTHERS maw NOTES -0 -- 4 4 �'' • 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY, USE 118° (.131') DIA. x 2112" NAIL IYij0p1 01'[0 0� OIxt61 2. WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATEPL TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING LYNN M/ JURISDICTION.INSTALLATION ```�ON1 '•., 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 8083-T8 AND A MINIMUM OF 10 THICK THE ` �� .•' ��GENSg P �� ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN ft THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. k : No. 58705 IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.gmwz _= / _y J J 1i/17/11 S O►C S 107ro " ° INSTALLATION DETAILS -INT FIN FRAME '. STATE OF '.,�.C� •. FLOR\OP• • Cli J l2. o1A18Ho • �� In ,,,�• [R?X�''�sS///ONAL �• :. • • . • . • . . • P.O. �,BM Wn 1 H oriz Roger Window Impact -resistant. so7woac ear" ar. morgan we �� Wtx d.R. x/11/08 NO? M$, FL 3W4 mmlo 12 10 a 10 5191-2 a ALYIJ�l�lt PB. F.B.9w" • ••• • ••• ••• ••• • • • • • • • • • • • • • • • •• • • •• i•• ••• • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 40 M IAM 1•DADE m1A1— DADB COUNTY, FI.ORMA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SSV 26 St=4 Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOM www.miamldade.aoyleconomy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW 520 Vinyl" White PVC Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 5190-1 titled "Vinyl Picture Window, Large Missile Impact", sheets 01 through 10 of 10, prepared by manufacturer, dated 08/04/08 with the latest revision `B" dated 10/18/11, prepared by POT Industries, Inc., signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a 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 NOWhilure to comply with any section of this NOA shall be cause for termination and removal bf WA. 0000 9660:6 ADVERTISEMENT: The NOA number preceded by the words Miami Dace, sgwty, Moi i5goo and • • • •: • followed by the expiration date may be displayed in advertising literature. If any ion of the "TOA is :*Soo: displayed, then it shall be done in its entirety. • • •.• INSPECTION: A copy of this entire NOA shall be provided to the user by tl10'dianufacturer•or its "0• • • distributors and shall be available for inspection at the job site at the request of the I;t WAIi Offoiaof • 0 • 0 0 0 0 0 • This NOA renews NOA No. 11-1114.18 and consists of this page 1 and evidence pa" 0 l and E—�, as 0 • • • • well as approval document mentioned above. • � � 000000 The submitted documentation was reviewed by Jaime D. Gascon, P. E. 0 0 :00'00 • • 0 • •0000• NOA No.13-1009.04 auo�ti•tyAoacout�Tv�� Expiration Date: January 08, 2019 Approval Date: November 14, 2013 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-0820.15) 2. Drawing No. 5190-1 titled "Vinyl Picture Window, Large Missile Impact", sheets 01 through 10 of 10, prepared by manufacturer, dated 08/04/08 with the latest revision "B" dated 10/18/11, prepared by PGT Industries, Inc., signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11-1114.18) 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 a vinyl fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5712 and FTL-5729, dated 08/13 and 09/09108, all signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0820-15) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 11/25/08, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 08-0820.1S) 2. Glazing complies with ASTM E1300-04 •.6• D. QUALITY ASSURANCE 009' • • • •' • • • • • 1. Miami -Dade Department of Regulatory and Economic ResourQ;4- 4R). •.: ...... 060.0. 0 0000.. E. MATERIAL CERTIFICATIONS • 4100000 0000.. 0000. 1. Notice of Acceptance No. 13--0129.27 issued to E.I. DuPont DM61hours & Co., Inc. ..%. 6•.•.•. ... 0000. for their "DuPont Butacite@ PVB Interlayer" dated 04/11113'1 eKpjmng on.l:`l1/16. 0.0..0 2. Notice of Acceptance No. 11-0830.09 issued to Mikron Indus*s,.jw., for thair • "White Rigid PVC Exterior Extrusions for Windows and D'eor0s" %ated.101§Et1, • • • • • • expiring on 12/26/16,• . .. 0000. • 0000 Jaime D. Gascon, P. E. Product Control.Section Supervisor NOA No:13"-"1009.04 Expiration Date: January 08, 2019 Approval Date: November 14; 2013 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2010, dated 10/26/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11-1114.18) 2. Statement letter of no financial interest and independence, dated 10/26/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NDA No. 11--1114.18) 3. Letter of Adoption of as his Oivn, the Work of another Engineer per Section 61G15 27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11-1114.18) 4. Statement letter of conformance and compliance with the FBC, dated 08/12/08, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 08-0820.1S) 5. Statement letter of no financial interest and independence, dated 08/12/08, signed and sealed by Robert L. Clark, P. E: (Submitted under previous NOA No. 08-0820.15) 6. Laboratory compliance letter for Test Reports No.'s FTI -5712 and FT1-5729, dated 08/13/08 and 09/09/08, all signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 08-0820.1S) 7. Laboratory compliance letter for Test Report No. ATI -84576.0140147, dated 10/31/08, signed and sealed by Joseph A. Reed, P. E. (For Reference only) (Submitted tinder previous NOA No. 08-0820.IS) G. OTHERS 1. Notice of Acceptance No. 11-1114.18, issued to PGT Industries, Inc. for their Series "PW --701 Aluminum Picture Window, Non -Impact", approved on 02/16/12 and expiring on 01/08/14. • • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94: • • • • • • • • 2) Uniform Static Air Pressure Test, Loading ppi kjj� TAS` 702.94 ....:. 3) Water Resistance Test, per FBC, TAS 202-9A.:.. • 4) Large Missile Impact Test per FBC, TAS 201.94• • ; • ; . 5) Cyclic Wind Pressure Loading per FBC, TAS'203-94 96:0 • 6) Forced Entry Test, per FBC 2411 3.2.1, TA920234 • t. t. •. • Along with marked -up drawings and installation diagram of OjL yj4yl fixed window, • .0 prepared by Architectural Testing, Inc., Test Report No. ATI -184576.01-40147, • • • • • • dated 10/31/08, signed and sealed by Joseph A. Reed, P. E. :(Fgr deference only) .:....: (Submitted under previous NOA No. 08-0820.15) .. . :060 • Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 13-1009.04 Expiration Date: January 08, 2019 Approval Date: November 14, 2013 E-2 NOTES: LARGE MISSILE WINDOWS NOA DRAWING TABLE OF CONTENTS SHEET 1. GLAZING OPTIONS: GENERAL NOTES ...........................1 A. 7/8' LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5/16" LAMINATED GLASS ELEVATIONS ....:................i ............2,3 WHICH IS COMPRISED OF (2) LITE OF 1/8' ANNEALED GLASS WITH AN .090 INTERLAYER OF DUPONT PVB. GLAZING DETAILS ..........................4 B. 1' LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3118° TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5/16" LAMINATED GLASS GLAZING DETAILS ..........................5 WHICH IS COMPRISED OF (2) LITES OF 1/8' ANNEALED GLASS WITH AN .0901NTERLAYER OF DUPONT PVB. SECTIONS, BOX FRAME................6 CORNER ASSY, BOX FRAME....... 6 2. DESIGN PRESSURE RATINGS: (SEE TABLE 1 AND NOTES BELOW) SECTIONS, I.F. FRAME .................. 7 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E 1300-02 GLASS TABLES. CORNER ASSY, I.F. FRAME......... 7 B. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER TEST PRESSURE, AND ASTM E 1300-02 GLASS TABLES. EXTRUSION PROFILES ................. 8 PARTS LIST.....................................8 3. ANCHORAGE: THE 331/3°% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, ANCHORAGE, BOX FRAME ........... 9 INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL ANCHORAGE, INTEGRAL FIN....... 10 MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. 4. FOR ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. 6. SHUTTER REQUIREMENT: NONE REQUIRED FOR UNITS LESS THAN W. B. REFERENCES: TEST REPORTS, FTL-5712 8t FTL-5729. ELCO TEXTRON NOA: 040721.01, 03-0226.05 ANSUAFB,PA NDS -2005 FOR WOOD CONSTRUCTION 7. THIS PRODUCT HAS BEEN DESIGNED 8t TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ): PRODUCT RBNGWBD m cawith the Ffmida 0-11=110 .1 2 -1! nn a =IN • • Fec tocoms r• • • • • • •• ••• •• +80.0 80.0 AREA � crake 18.33 SQ.FT. 16.64 SQ.FT. 18.94 SQ.FT. 46,000 . ••• . ••• . . AREA 18.44 SQ.FT. 18.75 SQ.FT. 19.08 SQ.FT. .•. • . . • • . . . • • . . . . . . . • •• • • •• • • • +80,0 +79.9 79.8 +78.0 79.0 +77,4 77.4 ••• • • • • ••• • • 48.000 AB +80,0 gFr. +78,8 78.8 +78.0 780 +78,3 -76.3 AREA 9.6720.00 SQ.FT. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1. DESIGN PRESSURES (PSF) GLASS TYPES: A. 71W LAMINATED INSULATED GLASS (3116°A-ARSPACE - VB°A., .0.90, 11WA.) 8. V LAMINATED INSULATED GLASS (3/1S -A. -AIRSPACE 11WA., .080,11WA.) WINDOW GLASS WINDOW WIDTH HEIGHT TYPE 60.000 61.000 62.000 A,B +80.0 1 -80.0 +80.0 80.0 AREA 1&03 WK. 18.33 SQ.FT. 16.64 SQ.FT. 18.94 SQ.FT. 46,000 A,B +80.0 1 -80.0 +SD,O 80.0 +80.0 800 +78.8 -79.8 AREA 18.44 SQ.FT. 18.75 SQ.FT. 19.08 SQ.FT. 19.38 SQ.FT. 48.0DO A,B +80,0 1 -8D.0 +80.0 80.0 +80.0 800 +78.6 -78.5 AREA 18.86 SQ.FT. 1 19.17 SQ.FT. 19.49 SQ.FT, 19.81 SQ.FT. 47.000 AB +80,0 +79.9 79.8 +78.0 79.0 +77,4 77.4 AREA 19. S19.68 SQ.FT. 19. SQ.FT. 20,24 SQ.FT. 48.000 AB +80,0 gFr. +78,8 78.8 +78.0 780 +78,3 -76.3 AREA 9.6720.00 SQ.FT. 20.33 SQ.FT. 20.67 SQ.FT. NUIh: 1. THE MAXIMUM ALLOWABLE DESIGN PRESSURE FOR 112 CIRCLES IS +/.80.0 PSF FOR ALL SIZES. 2. IF A TEMPERED CAP IS USED MAX. DP IS +/-60.0 PSF. NOX0M, FI SW5 -m BQX 1b% NOXOMI3, FL $QY70 Pw-m I NTS 11 d 10 1 6180.1 PRODUCTREMED asommviyhi@withttoFttulld�i Bunding Colo Acceptance No By.. . Ydia,ni ada Pro oct oatroI `- `�V 0 LYNN d9/(� �� . °CENSE ''•�'Q ��: s6 o /I ; �� i�X" FLORIOP' Cl �";,ISS/ONAL�?�` A. LYNIVIUIMI9, RE. tv 48" MAX. 61 MAX IT CODERS MAX. mm s' MAX $2" MAX. 5 F B° MAX. F _S SIZE =48X g2 651/4" FRAME O.D. 51 1/4" FRAME O.D. 48" MAX 4118'0.C. MAX TYP. INTEGRAL FIN MAX. SIZE = 48"X 62" 58 118" MAX. DLO NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 8 AND 10. D.O. TDA A 9WAMMU f[H7EtMAMO tA91A*mmw • • " ' ✓.4. t�mtan} a Alii >�rrcatrsEr• • • • • • • tomTEcfufDaoctrORfvE ELEVATIONS mmw"•` • • • • • • • • • No ��— Vin 1 Picture Window, Lane Missile Imps WstbbBetter sn"eeae a .m m+"w 00 Bro4/0s oaf NOXOAf18 Ftaffira pyy-a NTS 2 010 6190-1 • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODoce MSUD Autl gl�o ffidw tmma A"ceplmrcoNo BzpUotinn Doro��t4. :diarolD"doP/o q ontml ��. '•�ICEMSF•l�Ai�' * No. 58705 t ��Or .� STAT OF (I 'SFS'• F<ORIDP, .•G�•C�`: ONAL E� A. Am4@a9k P.E. FL P_ES filtMA 20° O.C. MAX. 12"CENTERSMAX 61 MAX.- MAX. 58118" MAX. DLO 63" MAX. HALF CIRCLE - BOX FRAME MAX. SIZE = 63"X 31.5" NOTE: FOR ANCHORAGE 10. I---1'-" 1-1 • • 0&0 • • • • • • • 1 • ••• • ••• • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4" O.C. MAX TYP. 11/2" j 4"O.C. MAX TYP. MAX, TYP. 581/8" MAX. DLO 63" MAX. — 27 5/8" 681/4" FRAME O.D. MAX. DLO 31 112" HALF CIRCLE - INTEGRAL FIN MAX. MAX. SIZE = 63"X 31.5" 6" MAX 34 5/8" FRAME 27 5/8" O.D. MAX. DLO 311/2' MAX. X. Vn 1 Picture Wrtdow, Lar a Missle Imps o., - msFNIly/g,PW420 oNTS ms3 d 10 5190-1 RHNB%VW R wim qhs Flwwa �� ,��.•�fl�Nsfi•' . R %� 58705 off'• � g A %'oF�i ? 24;: A. L I 1/8" ANNEALED GLASS AIRSPACE 3/16" TEMPERED OR _ ANNEALED GLASS 1° OVERALL GLASS NOMINAL • 5/16° LAMI GLASS NOMINAL • • 1/8° ANNEALED GLASS AIRSPACE _ .090 DUPONT • PVB INTERLAYER 3/16° TEMPERED OR 1/8° ANNEALED _ ANNEALED GLASS GLASS 1° OVERALL GLASS NOMINAL 5/16° LAMI GLASS NOMINAL _ A90 DUPONT PVBINTERLAYER 1/8° ANNEALED GLASS v - v 13 OR 14 13 0 14 6 r M GLASS BITE 6 j— GLASS BITE OUTSIDE " �—' OUTSIDE C 2 OPTIONAL OPTIONAL FLANGE FLANGE 1" LAMI I.G. GLAZING DETAIL 1" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS WITH 5/16" LAMI GLASS BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME (SOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) n°n� r�Naaurnnvac : • • °°�'° e xo�vnNoe rusr r • • • • • • • rom ISCMMLoorawv ��..,r��"� GLAZING DETAILS rroxoauv +:csaz�e � t �� ,� • • • • • • • , • • • • ao eq�nszs �— �-- Vinid Picture Window Large Missile Im F m• Noxoxns Fcs4 uvwty eemr�"° r+ws�o FUt 4 s 70 5190-1 or • ••• • • ••• • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• pnonucramsED M&� Id »iW theF[orlde eXpatneto Code4 I Contra, t{I It/ �A LYNN ' No, 68705 moo: ��••FCOR10?.� •�\?� Cf STATE OF sS/01VA1 B A LYNU WLL t, P.E. FL P.E.# 58705 • 1/8" ANNEALED GLASS AIRSPACE 3/16" TEMPERED OR ANNEALED GLASS OUTSIDE OPTIONAL FLANGE 7/8" OVERALL GLASS NOMINAL 5/16" LAMI GLASS NOMINAL ••• • 1/8" ANNEALED GLASS AIRSPACE _ .090 DUPONT ••• • PVB INTERLAYER 3/18" TEMPERED OR 1/8" ANNEALED _ ANNEALED GLASS GLASS • 1/2" NOM GLASS BITE 4 OUTSIDE OPTIONAL - FLANGE 7/8" OVERALL GLASS NOMINAL 5/16" LAMI GLASS NOMINAL _ .090 DUPONT PVBINTERLAYER 1/8" ANNEALED GLASS 9 OR 10 ✓ \ r GLASS BITE 3 7y8'Y AkSIIi .G GLAZING DET -AIL 7/8" LAMI I.G. GLAZING DETAIL WJTH / 8" LAMI GLASS ; WITH 5/16" LAMI GLASS BOX OR I#�1`FEGIP►L FiN F�2A1ME BOX OR INTEGRAL FIN FRAME -(BOxI�AME`S<3tIVt1• (INTEGRAL FIN FRAME SHOWN) • • �°" >as • • GLAZING DETA LS • • • YO MOKO 6VOtO0YORNE Y8N1 B NCT � 3 • • • • NOXOMIB FL 34278 � r we • • 000 • • • • •arca as ffBgxYa� — Vin l Picture Window, Large lWesdo Im e W,—oFG34279 YtNbly lieaer s uuuvex — w w wvs2o FU S5 d to 6te0 t ,4w • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • 00 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • •- ••• • • • ••• • • 1 RW4HWW 11 with the VIM " Auepmnco No BxpfreiionDeta ZIA- MIamlli.II gy LYNN d!/ . *' N0.58705 ' i9 ALQ P. E. FL P.E.# 58706 3.250" 0 — MAX. WINDOW WIDTH HORIZONTAL SECTION (BOX FRAME) IT :LD HOT WELD CORNER ASSEMBLY (BOX FRAME) • • " Nox"onas"Fi Um • • P.a BOX Im • ••• • ••• • • • • •• • •• ••• • ••• • • • • ••• • • • • • • • • • • • • OPTIONAL FLANGE — MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING 3.250" -----►{ INSIDE VERTICAL SECTION (BOX FRAME) SECTIONS & CORNER ASSY BOX FRAA �— Vin -v4 Plcture Window, Large Missile Impact vt4rbty ��u' rw'wo1611A 6 d 10 � 5130-1 ttttuurrr # No. 58105 a O STATE OF �k/\ ��O/l A. LYNN MlLUWP.E, FL P.E.# 88705 3.250° uu OPTIONS FjL Lf— LANGE c" OUTSIDE 4 5 1,938" MAX. DAYLIGHT OPENING TVP. MAX. WINDOW WIDTH HORIZONTAL SECTION MAx (INTEGRAL FIN) WINDOW HEIGHT HOT WELD CORNER ASSEMBLY (INTEGRAL FIN) N DAN OPI VERTICAL SECTION (INTEGRAL FIN) 0 0�97� SECTIONS, INTEGRAL FIN Amo recrLvoxoormuvE • • • Noxoaas asa�aa • • P.O.agxlsza VIn 1 Picture Window Large Missile Impact NOKOMIB, F194274 WsJbly Better e.e aat meet nm�ra rw-r�o 7 - 10 6190.9 • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • • • •• • • •• • ••• • • • • ••• • • • • • • • • • • • • Florida \oN4 LYNN a$.• �\ceNSF`,FP tc No. 56705`` j— STATE Of SS/ONN- �C` A LYN� MILI�YZ, P.E. FL RE.# 68705 'EM DWG NO. I PART # DESCR 1 5165 1 65165 INTEGRAL FIN FRAME HEAD, 2 5135 65135 BOX FRAME HEAD, SILL & J/ 3 5109 65109 FILLER - INSTALL HOLE COV 4 8483 65146 SDL 701.G. BEAD 5 6492 65112 STD V I.G. BEAD 8 1/8" ANNEALED (5/16" LAMA 1 DOW 1199 SILICONE 9 AIRSPACE -1/8" ANNEALED- .090 PJB INTERLAYER - II� 1-1.171"-►� ITEM 3, 1/8" ANNEALED (5/16" LAIVIQ INST. HOLE COVER 7/8" LANG I.G. GLASS: 3/16" ANNEALED OUTBOARD - 10 AIRSPACE -1/8" ANNEALED- .090 PJB INTERLAYER - 1/8" ANNEALED (5/16" LAMD 11 12 1" LAN I.G. GLASS 3/16" TEMPERED OUTBOARD - 13 AIRSPACE -118" ANNEALED- .090 PJB INTERLAYER - 1� T 1/8" ANNEALED (5/16" LAMA 1" LAM I.G. GLASS: 3/18" ANNEALED OUTBOARD - 14 AIRSPACE -118" ANNEALED- ,090 PJB INTEiLAYER- 1/8" ANNEALED (5/16" LAMn NOKOWS, FL 94x76 as eqx teas N01(OM13, FL 94x74 • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • 3.625" .266" 215" 1:�; II� 1-1.171"-►� ITEM 3, .035" f =TEM5 INST. HOLE COVER 1" I.G. BEAD MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 5109 n.828" MAIL: White Ridged PVC by M(KRON Industries, Inc. DWG NO. 6492 272" .040" UL---]o1T .070" ITEM 4, t 0 7/8" SQL BEAD 1� T in I MAIL: White Ridged PVC by MIKRON Industries, Inc. 9 ITEM 1, INTEGRAL FIN FRAME MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 5165 ITEM 2, BOX FRAME MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 6136 Pwsaa I HALF] 8 - 10 1 5190-1 * ' No.58705 Jw z.t It tu; STAT OF �i��S.FCORIOP. •�`�\�� 7ONAL V,�` A. LYMMIUM, P.E. OPTIONAL FLANGE -/ JAMB - BOX FRAME HEAD - BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 1 3/8° MIN. 3.6 Kat MIN. CONCRETE 1x WOOD BUCK (SEENOTE4, 1 /4 n MAX. SHIM OR ASK9/MIN. CMU BHEETg/ -� r- ,. "'. 1x WOOD BUCK j•1y °.."4 < ':eP ti (BEEN07E4 •�� . 2x WOOD SUCK SILL - BOX FRAME SHEET0 4" THROUGH FRAME INTO 2x WOOD 1 3/8° MIN. 81?8`UL 1xWOODBUCK • 'e SHEET 10) (SEENOTEf0)4, � •' � SHEET !nl • `7° OPTIONAL .&ICLILTWICON FLANGE M1 oPTtoNAt "IrLL7RACON SHIM 1X WOOD BUCK 3.6KSI MW. CONCRETE `'- OPTIONAL, FLANGE (SEENOTE4. OR1.6KSIMIN.CMU - J SHEET 10) JAMB-BOXFRAME HEAD -BOX FRAME THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE 1x BUCK OPTIONAL 1x BUCK OPTIONAL 1/4" r MAX. rL SHIM 1 1 318 MIN. SILL - BOX FRAME THROUGH FRAME INTO CONCRETE 1x BUCK OPTIONAL 16" r 6 0 10"O.C. MAX 1 "Y° DIM. MAX (4W MAX.) SPACING 1Y a.c. e• LX" DIM. M I NOTE 1. FOR ALL 112 CIRCLES START ANCHORS 8• • FOR WINDOWS LESS THAN 40". USE 12° ON CENTER DIMENSION. FROM THE CORNERS ANDA MAX. OF 12.O.C.. le. • a • • Dao ZZ; LlfO1f8Hp 8 • • • t07DTECHNOLO$4" m WET*• • NOHOMG4 q 54716 • • • • • • • WnW Picture VI •• Np01 gSYlf4 Wwbb Better 6, e PW420 • ••• • ••• • • ••• • • • • • • • • •• • • •• • • • ••• • • • • ••• • • AILS, BOX FRAME 1w, Large Missile Impe s 7-8 a 10 6180-1 009. g Zc1 wpLtlwFi*db Ill+untt, ` No. 58705 ��iss/OIVAI� � � •: A. LYNN NfILLER, P.E. 114" MAX. SHIM -4 1-- .131'Dk x 1fir NAIL, I Pr MAX FROM CORNER & 41/8"O.C., TYPICAL FOR RECTANGLES, BOWES, & 112 CIRCLES. Of WOOD BUCK NOTE4) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 3116" ULTRACON, EMBEDED 1318" MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1" MINIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #10 STEEL SCREW, EMBEDED 13/8" MIN.. 3. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY, USE 1/8" DIA. x 1 112" NAIL. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-T5 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN (PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE I I ✓•� "`• I ialre�rZ I e 1rocNAll�Tt�sa!'�r• J • ••• • ••• 2x WOOD BUCK o • • • • 1/4" MAX. ••• • • • • • (SEENOTE4) • • • • • • • •• • • • SHIM • • ••• OPTIONAL • • OPTIONAL ••• • • • • ••• • • FLANGE 1/,�o T FLANGE • • • • • • • MAx. J SHIM 131'DIA.xI fIrAWL, T go .131'D1A.x1U2'NAIL, •• 11,21 MAX. FROM CORNER •1• 0• 1112'MAX. FROM & 4 Me O.C., TYPICAL OPT/ONAL FLANGE CORNER & 4 Me O.C., TYPICAL FOR RECTANGLES, FOR RECTANOLES, SQUARES, & 112 CIRCLES Zx WOOD BUCK SQUARES, & 112 CIRCLES (SEE NOTE 4) JAMB W/ NAIL FIN HEAD W/ NAIL FIN SILL W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 3116" ULTRACON, EMBEDED 1318" MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1" MINIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #10 STEEL SCREW, EMBEDED 13/8" MIN.. 3. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY, USE 1/8" DIA. x 1 112" NAIL. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-T5 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN (PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE I I ✓•� "`• I ialre�rZ I e 1rocNAll�Tt�sa!'�r• J • ••• • ••• • • • • • • • • ••• • • • • • • • • • • • • • •• • • • • •• • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• go •0• •• •1• 0• T TEMMOGYMME F,, ..�.. ANCHORAGE DETAILS INTEGRAL FIA PPO rKxlaw �--�— ZnW Plature_Wlndow, Large Missile Imps N0=W,Fr.W74 VwuyBerne. rws2o NTS 0 d 10 ..mom, 6130-1 — I_t_t4.t $ ....YNN ."�� `�:•''a0EN3F. ` * ' No.58705 ��•, STATE OF �ss/ONA� E. A. LYIS MILIL'99 P.E. (oi l Sr Attow o-z'•tV0t1�+. M IAM I•DADE WITA1lII-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPART]IIIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SSV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wiv+v.miamidade.eov/eeonoj►iq PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- ERProduct ProductControl Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/ or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such- product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series '11SH 500 Vinyl" White PVC Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 5191 1, Series titled "Vinyl Single Hung Window, Large Missile Impact', sheets I through l I of 11, dated 08/07/08 with revision "C" dated 10/07/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami- iamiDade DadeCounty Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami -Dade County Product Control Approved", unless othenvise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or joange in the materials, use, and/ or manufacture of the product or process. Misuse of this DIOA•as an efidoWthent 0 0 0 0.9 of any product, for sales, advertising or any other purposes shall automatically ternlinfe flus NOA. Failure • 0 to comply with any section of this NOA shall be cause for termination and removal a 4TOA. • • •. • % • • • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dad@ *C6ftty, Florida, and followed by the expiration date may be displayed in advertising literature. If any.N1116 n. of tts-WbA is ��•..• displayed, then it shall be done in its entirety. 0 0000.. ... INSPECTION: A copy of this entire NOA shall be provided to the user by 90 a anufacfur®r 4r its 0000. 0906:9 distributors and shall be available for inspection at the job site at the request of the Bni'Ighp40fficial. • • . This NOA renews NOA No. 11-1013.19 and consists of this page 1 and evidence;pages•E-1 X10%2, as • 0 0 0 0 0 well as approval document mentioned above. . 9 . :0009: The submitted documentation was reviewed by Jaime D. Gascon, P. E. .. 0000 9999 MIAMFDADE COUNTY r NOA No. 13-1009.05 a Expiration Date: January 08, 2019 Approval Date: November 14, 2013 Page 1 PGS' Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-0820.14) 2. Drawing No. 5191-1, series titled "Vinyl Single Hung Window, Large Missile Impact", sheets 01 through 11 of 11, dated 08/07/08 with revision "C" dated 10/07/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. (Submifted under previous NOA No. 11-1013.19) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked up drawings and installation diagram of a vinyl fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5710, dated 08/13/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NDA No. 08-0820.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram, prepared by Architectural Testing, Inc., Test Report No. ATI -84576.01-401-47, dated 10/31/08, signed and sealed by Joseph A. Reed, P. E. (Submitted wider previous NOA No. 08-0820.14 - For Reference only) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with 9IM 2010, prepared by manufacture, dated 10/07/11, signed and sealed by Anthony Llr0a.MIlerl... .. • (Submitted udder previous NOA No. 11-1013-19) • • • . • • " " :0000: 2. Glazing complies with ASTM E1300-04 ' •' • *ease* Osseo ..... D. QUALITY ASSURANCE • ' .... ... ..... 1. Miami -Dade Department of Regulatory and Economic Resour� gs . • • • • 0 • �...... . 00 . ...... . • Jaime D. Ga u, P. E. Product Control Section Wervisor NOA No. 13-1009-05 Expiration Date: January 08, 2019 Approval Date: November 14, 2013 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc.. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0830.09 issued to Mikron Industries, Inc., for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 10/6/11, expiring on 12/26/16. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted ander pr evious NOA No. 11-1013.19) 2. Statement letter of no financial interest, 'issued by manufacture, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11-1013.19) 3. Laboratory compliance letter for Test Report No. FTL-5710, issued by Fenestration Testing Laboratory, Inc., dated 08/13/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under NOA No. 08-0820.14) 4. Laboratory compliance letter for Test Report No. ATI -84576.01--401--47, issued by Architectural Testing, Inc., dated 10/31/08, signed and sealed by Joseph A. Reed, P. E. (Submitted under NOA No. 08-0820.14 — For Reference only) G. OTHERS 1. Notice of Acceptance No. 11--1013.19, issued to PGT Industries, Inc. for their Series "SH-500—Vinyl White PVC Single Hung Window — L.M.I.", approved on 12/08/11 and expiring on 01/08/14. t 6666•• 6 • f • 6666•e • 6 6666•• Jaime D. Q&0, P. E. • Product Control Section Supervisor NOA No. 13-1009.05 Expiration Date: January 08, 2019 Approval Date: November 14, 2013 E--2 • 0.66 6000•• •• • • 0 • • • • • 6666•• •i •• •..... •6••• •• • • 6666••• 0000 • • • • • • •0000• 666• • i10•• •0••00 6• •00 0.006 • 0 • 6 • so w t 6666•• 6 • f • 6666•e • 6 6666•• Jaime D. Q&0, P. E. • Product Control Section Supervisor NOA No. 13-1009.05 Expiration Date: January 08, 2019 Approval Date: November 14, 2013 E--2 GENERAL NOTES: LARGE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS NOA DRAWING TABLE OF CONTENTS sHEET 1. GLAZING OPTIONS: GENERAL NOTES .................. _........ —.— 1 A. 314° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 1/8° TEMPERED OR ANNEALED GLASS, AIRSPACE AND 611W LAMINATED GLASS WHICH IS COMPRISED ELEVATIONS._ ......................................... 2 OF (2) LITES OF 118 -ANNEALED GLASS WITH AN.M INTERLAYER OF DUPONT PVS. GLAZING DETAILS ...................... _...—. 3 B. 718" LAMI I.G. GLASS COMPRISED OF (1) LITE OF IV TEMPERED OR ANNEALED GLASS, AIRSPACE AND 6H6° LAMINATED GLASS WHICH IS COMPRISED GLAZING DETAILS .................................... 4 OF (2) LITES OF 118" ANNEALED GLASS WITH AN .08X1 INTERLAYER OF DUPONT PVB. SECTIONS, I.F. FRAME ..............._.... .......6 • • SECTIONS, BOX FRAME ................... ..— 6 2. CONFIGURA11ONS:111 AND PROVIEW PARTS LIST .................. ....................... 7 EXTRUSIONS ...... .......... .............. ... ......... 8 DESIGN PRESSURES: -701+60 PS L TWMOVE) `—; ANCHORAGE SPACING, BOX FRAME... 0 • ANCHORAGE DETAILS, BOXI:RAME..-.10 A. NEGATIVE DESIGN LOADS BAASEU ON -TESTED -PRESSURE AND GLASS TABLES ASTM E 1300-02. ANCHORAGE DETAILS, I.F. FRAME....... 11 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -OZ • • ••• C. IF A TEMPERED CAP IS USED MAX. DP IS -601+60 PSF. • 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED FOR UNITS LESS THAN W. 6. REFERENCES: TEST REPORTS FTL•6710. ANSUAF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH4 ------.-_ PRODUCE RRVISBD as A }vRh the Flodds Accepft C0l� 8xpiraHon Data�i) L MI¢m 1 Cmlht) V "`\)(NN Mlt( mc06 • D.O. }l78� LETEERDATED 18.131= vis• � �:•'� IjA��FI :• Z� INOM lNOMYCRroE GENERAL NOTES FLO4`�P'��: • oo►• »tins t & aNE— MK0W%FLaWV6 r -'-• m �,O,p .. • �• • 1•avw •D �>aFadafiDAla Pu sgxt� � Wn Sln le Hun WfidoW LaMe 1wsstte lm eCf -73.1-607m mm amc cemtae aers 140KOM .FL3427a YisEbtyBermr BitBOG NTS �1 a 11 6181-1 C A FYLPE.#68 O6.E. D.O. 8107!08 • • • • • • • • •• • • • • • •• ••• • • • • ••• ••• • • • • ••• •00 • 000 0 • • ••• 0 0 52 918' MAX. 48' FRED WIDTH DLO - S, SEE SHEET 8 MAX. FOR ANCHORAGE REQUIREMENTS MAX. 76' MAX. T I 10, MAX. ZL kx x 0 8' 33 We FIXED HEIGHT DLO 7 78 U4' FRAME O.o. 33 314' SASH HEIGHT DLO 68 318" FRAME O.D. MAX rV11VtCJ__ SIZE = 62J2 `X 76"- NOTE: 1. FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. 2. FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 5 AND ANCHORAGE INFORMATION SEE SHEET11. P.O. BQX a . W. FL 34274 • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTEGRAL FIN MAX. SIZE = 52.1261 X 760 FIXED HEIGHT DLO SASH HEIGHT DLO 21/4' MAX TYP. arlsoo�NTS 2 d 1115999-9d 115999-9 Ota Florida PRODUCCRMSBb wwmplyfagy ttlw?Wda Badding Coda Aplaaea MudC4n�aY' Q o$ JAO- Of Sfx FL .,S310NP�;.``� A. Ll%PIIVIMILA P.E. kx 0 x MAX rV11VtCJ__ SIZE = 62J2 `X 76"- NOTE: 1. FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. 2. FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 5 AND ANCHORAGE INFORMATION SEE SHEET11. P.O. BQX a . W. FL 34274 • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTEGRAL FIN MAX. SIZE = 52.1261 X 760 FIXED HEIGHT DLO SASH HEIGHT DLO 21/4' MAX TYP. arlsoo�NTS 2 d 1115999-9d 115999-9 Ota Florida PRODUCCRMSBb wwmplyfagy ttlw?Wda Badding Coda Aplaaea MudC4n�aY' Q o$ JAO- Of Sfx FL .,S310NP�;.``� A. Ll%PIIVIMILA P.E. �'- �' n`, . I FPRODUCE RBVL w camPlytr�wllhtheFlortde Badr"tbds Aaerimxe No - E.N.uronData I¢. Mtem� ada uet'CdnTbl oPTIaNAL 4 oPr/oroaL 3 � FLANGE FLANGE uulr 3/4" LAMI I.G. GLAZING DETAIL 3/4" LAMI I.G. GLAZING DETAIL .sNlt�%,, WITH 5/16" LAMI GLASS AND 1/8" CAP WITH 5/16" LAMI GLASS AND 118" CAP ��0. Q�c�Nse •., *�.� BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME tAo, 58ro5 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) :w: oar lffJMP • As PERNYwOaAoe—MEROAND10 08 070 TEQItDETAILS OooYoA IN0 ,css'' s�A��"P _• •, O,�'•...• FLOR��•'��a�?,� D.Ei t2�pE• • e• *QowJ oH71c wmT NWOEtre.Fl.UM itl° '',tCss� >� • • .� Vin SIn le Hun Window, Ler a Missile /m ecIf ,, OIdP��, JJ tdN7Nt c xoCHAN06TFrf93HEEi P•O.B(pC'r may„ wru eme a.+ate ar A. LYN�11dIILL��t, P.E. rtoxordls, FLsav� Vvtbly Ba:rar atrsaa Full 3 d 11 5181-1 C FL P.E. 58705 as 08lO7M • • . • 314" OVERALL GLASS NOMINAL 3/4" OVERALL GLASS NOMINAL 15' LAM( GLASS NOMINAL 18' LAM[ GLASS NOMINAL 1/8' ANNEALED IV ANNEALED GLASS GLASS AIRSPACE AIRSPACE 000 0 .080 DUPONT .080 DUPONT 1/8' TEMPERED OR PVB INTERLAYER 'U8' TEMPERED OR PVB INTERLAYER ANNEALED GLASS 118" ANNEALED ANNEALED GLASS 1/8' ANNEALED GLASS OLASS 35 OR 06 35 OR 36 3� ro1LAASS SIITE 39 O rG1 8SITE �'- �' n`, . I FPRODUCE RBVL w camPlytr�wllhtheFlortde Badr"tbds Aaerimxe No - E.N.uronData I¢. Mtem� ada uet'CdnTbl oPTIaNAL 4 oPr/oroaL 3 � FLANGE FLANGE uulr 3/4" LAMI I.G. GLAZING DETAIL 3/4" LAMI I.G. GLAZING DETAIL .sNlt�%,, WITH 5/16" LAMI GLASS AND 1/8" CAP WITH 5/16" LAMI GLASS AND 118" CAP ��0. Q�c�Nse •., *�.� BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME tAo, 58ro5 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) :w: oar lffJMP • As PERNYwOaAoe—MEROAND10 08 070 TEQItDETAILS OooYoA IN0 ,css'' s�A��"P _• •, O,�'•...• FLOR��•'��a�?,� D.Ei t2�pE• • e• *QowJ oH71c wmT NWOEtre.Fl.UM itl° '',tCss� >� • • .� Vin SIn le Hun Window, Ler a Missile /m ecIf ,, OIdP��, JJ tdN7Nt c xoCHAN06TFrf93HEEi P•O.B(pC'r may„ wru eme a.+ate ar A. LYN�11dIILL��t, P.E. rtoxordls, FLsav� Vvtbly Ba:rar atrsaa Full 3 d 11 5181-1 C FL P.E. 58705 as 08lO7M • • . • 000 0 4� OUTSIDE 4� OUTSIDE Rmg%VBU g wild MB Ptmida ula '� D N - 2.Z, 7/8" OVERALL GLASS NOMINAL I OPTIONAL 7/8" OVERALL GLASS NOMINAL a&Pmdu., FLANGE • FLANGE • 18" LAMI GLASS NOMINAL f7/8" LAMI I.G.GLAZING DETAIL't- • • 18' LAMI GLASS NOMINAL 118" ANNEALED • • �.� LYNN 118" ANNEALED CA' •• WITH 5/16 LAMI GLASS AND 1/8 CAP �ceNse BOX OR INTEGRAL F19FRAM GLASS • • GLASS z�?: � �c g8T05 _ ` RAMf-SHOWAI)--, AIRSPACE (INTEGRAL FIN FRAME SHOWN) AIRSPACE ••• • • • • ••• OQ� 1/18/4{4• 090 DUPONT NONDM. FL 31278 PABQX 20 40K0MI9. 8.31274 .090 DUPONT 118" TEMPERED OR _ _ PVB INTERLAYER 1/8" TEMPERED OR m°' SIn le Hu Window, Lam Missile /m ec�t .rr law/if D A'DOH m;flefflim PVB INTERLAYER ANNEALED GLASS f 1/8" ANNEALED ANNEALED GLASS • • • 1/8" ANNEALED • • eHBDp NT3 4 s 11 6181-1 G GLASS • •• GLASS • • • •• 31 OR 32 ••• • 31 DR 32 • 3 • • rG'L BRE 39 rG1 e MrrE 4� OUTSIDE 4� OUTSIDE Rmg%VBU g wild MB Ptmida ula '� D N - 2.Z, OPTIONAL I OPTIONAL ••• a&Pmdu., FLANGE • FLANGE • y: f7/8" LAMI I.G.GLAZING DETAIL't- • • 7/8" LAMI I.G. GLAZING DETAIL • • �.� LYNN WIT-fd��t36 LAt It GLASS ANI•} 118 CA' •• WITH 5/16 LAMI GLASS AND 1/8 CAP �ceNse BOX OR INTEGRAL F19FRAM • • • BOX OR INTEGRAL FIN FRAME z�?: � �c g8T05 _ ` RAMf-SHOWAI)--, (INTEGRAL FIN FRAME SHOWN) :' No, r ••• • • • • ••• OQ� 1/18/4{4• •A • F!Rl.�lNADADELETTERDA7�lOgL08 NONDM. FL 31278 PABQX 20 40K0MI9. 8.31274 -�- � GLAZING DETAILS ��O ••.• STA�C �P r• 2: , ••.. FT.OR10 : •• C9,• •,,� �,• '�,sS/MINAE.`. A LYNN IUILLiI P.E. D.O. 11tiR,13• •B • 14 cmWEummmET m°' SIn le Hu Window, Lam Missile /m ec�t .rr law/if D A'DOH m;flefflim a—so mW oat t?dbty Batter D.q 08107/ • • • • • • eHBDp NT3 4 s 11 6181-1 G FL P.E.# 68705 • •• •• • • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DAYLIGHT OPENING OPTIONAL FLANGE— 40 41 OUTSIDE FLANGE OPTIONAL D —MAX. DAYLIGHT OPENING FIXED- -----MAXfflNDOWlNIDTH HORIZONTAL SECTION (INTEGRAL FIN) HOT WELD CORNER ASSEMBLY (INTEGRAL FIN) NOKOMIS, FL 96275 P.a eqx 1525 NOIWMIB, FL 84274 • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rJ WINDOW DAYLIGHT OPENING VERTICAL SECTION (INTEGRAL FIN) 'LIGHT ENING 6 d 11 1 6181-1 Rgt4ENED g withtlu Ftaidn PRODUCfREWSED as wwplyttrgyvit6tim Florlde EnildingCOda AccaptnSta No ' expLnaoo Data / 4 Miam Product Ooutjot' v � ... LYNN M/"1"i� No. 56705 * ' Q STATE OF A. LYNN 11iI�lE�rt P.E. FL P.E.# 55705 DAYLIGHT OPENING 40 41 OUTSIDE DAYLIGHT OPENING IDW- HORIZONTAL SECTION (BOX FRAME) HOT WELD CORNER ASSEMBLY (BOX FRAME) ••• • • • • • •• • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • A OPTIONAL FLANGE— OPTIONAL FLANGE WINDOW VERTICAL SECTION (BOX FRAME) r -------- Vin l Single Nun Window Large Missile NOxa� 111*,11, . = Half B d 11 -5191-1 V gwW tha Ffortdo PRODUCrRMSM as complyh%y th Ute Rodda Bdld1bg Code so ptr 1 t4- By .: oeroatrcuxawt 'I �unttt� LYNN.�i ` * No. 6870.5 10. STA E OF FLORIDA,.••: SYONAL EN�``� A. LY'fWMIUyP.E. ITEM DWG NO. PART # DESCRIPTION 1 5621 65163 NTEGRALFNPRANEHFADBJAWS 2 8871 69871 BOX FRUMHFAD8JAW 3 sm 65184 NTEOPALFNMANESLL 4 8870 WSM BOXHOMESLL 6 7840 65102 FIXED NFERNG RAL 8 712&1 65103 AfflErMPALRSNFORCEMENr 7 7842 0.5109 SASHSTOP 8 8873 1 85117 BALANCEOOVERS 9 7092 1 65105 SASH NTERLOO( 10 61644W VVSTP.,.187X.270FlNML 11 70921 65114 SASH RENFORCRAENT 12 7093 00108 SASHSDERAL 13 7746 85113 SASH LFT PAL. 14 1669 7168w NRSUPFORTPLATE 16 189110 71694 TLTBALANCESHOES 16 1688 7FPHWPF RVOTSARS 17 • 76208SLAW CAMSVVWLOCK 18 • 70133SLKW CAMSINEFPLOCKKffPtR 19 7680=F WEEPHOLECOVER 20 7875RFRL LBITLLTLATCH 21 7076LHTL LHTLTLATCN 22 7160SP ALUM SCREWSUPPDRTRATE 23 71038W PSTALLHOLEPLUG 24 71684K SET M OLOOK 25 71634AK SEITNOBLOCK- SELFAD IVE 28 78X1RqM0L 8XI-FHTECH(410SSPANfED) 27 7612FPFM 8X WFH(MOSSPAMED) 28 76X2TPA410X 6XVTHVNYLSCMWBS 29 78X114FFAB41CX 98X11/4• 30 8X1FPAX 198X1° ITEM DWG NO. PART 11 DESCRIPTION Vr LAM LG. GLASS' 1t8" MPaRED OUTBOARD - 31 APSMCE-1S° ANNFAL®- .= PVB NITRIAYER- lWANNFALED(6/18' LAM) 718° LAM LG. GLASS: IW AW EALEDOUfSOARD- 32 ARSPACE-1S'AM4fi4LED-.090 WBitR13tLAYER- 1/8° AWMED(6n8° LANK 33 • 34 • • 314' LAM UX GLASB:1/8" T0JPU;8) OUIBOARD- 35 ARSMCE- lAr ANWALED-.080 PVBWFERLAYER- • 1S AMGALED(6118"LAM) • • 51 LAM LG, GLASS: 1fi8r ANNEALED OUTBOARD - 30 ARSPAOE- IV ANNEALED -.090 PVSNTERLAYER- •• U8°AMTALED(6)18' UUM 37 •• 38 • • 39 BLIOON OMN1168 40 6492 66112 GLAZWG SFAD 41 8483 65148 SCI. GLAZNG BEAD ITEM 5, FIXED MEETING RAIL MATL: White Ridged PVC by MIKRON Induii sbes, Inc. ••• • 4WGVO. V4g •• • • • • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • s • • • • • • • • • • • •• •• • • • •• •• ITEM 6, FIXED MTG. RAIL REINF. MATL: Alum. (806346) DWG NO. 7126.1 OTECNNOLOGYDRNE NOILOMF%R 342M P.O. BQX f629 NOICOMFB, FL30274 ITEM 9, SASH INTERLOCK MATL: White Ridged PVC by MIKRON Industries, Ina DWG NO. 7092 216 ITEM 40, 40, I.G. BEAD MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 6492 8 272 ITEM 41, SDL BEAD MATL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 8483 .670--►{ .0 ITEM 11, SASH REINFORCEMENT MAIL Alum. (6063-T6) DWG NO. 7092.1 Wdow, Large Missile et 7-7 a 11 6181-1 ,uuu `��jONY• Glhl 'jq f ,-Aa STgT OF L a iLL�Ett, P.E. FLANGE nnnn�mr ITEM 2, ITEM 3, INTEGRAL FIN SILL BOX FRAME HEAD/JAMB MAIL: White Ridged PVC by MIKRON Industries, Inc. MAIL: White Ridged PVC OPTIONAL DWG NO. 9285 by MIKRON Industries, Inc. FLANGE DWG NO. 9288 ITEM 1, INTEGRAL FIN HEAD/JAMB MAIL: White Ridged PVC by MIKRON Industries, Ina DWG NO. 9287 • • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • •• • •• • • • • •• ••• • • ••• •• • e47 •0 1. 80 ITEM 12, SASH SIDE RAIL MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 7093 MOOM.FL M8 �L� NOKON08, FL 3b278P.O. BQ%1828 NOKONIB, FL84494 yr rb& Bet BOX FRAME SILL MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 9286 ITEM 13, SASH LIFT RAIL MA'F'L: White Ridged PVC by MIKRON Industries, Ina DWG NO. 7745 8 e 11 1 6991-1 tu>rtMvr u n,Alhd. Fl0Ma �I 11, * No * 05 = ��• 6SA'tEoril V. �F. SIONA&;o"` A. LYNN MA'l!W, P.E. M o e s ro7nR 1 Example: 52.125 x 75 For 111 Window 3 Anchors required In the head 3 4 Anchors required below the MTR Anchors required above the MM Example: 52.125 x 02.500 For View Window s Head - 3 4 2 2 Sash* Fixed" NOTE: FOR VU --W WINDOWS USE VIEW FIXED WINDOW HEIGHT FOR ANCHOR QUANTITY IN HEAD AND ABOVE THE MTP, AND USE THE VIEW SASH WINDOW HEIGHT FOR ANCHOR QUANTITY BELOW THE MTR MAXIMUM HEIGHT FOR VIEW WINDOW IS 621/2". I I NOTE: FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. 080 • ••• • • • • • • ••• • • • • • • • �D�OOOQ�000�000000��0© ©�i�0_0©0©�0 0 0 ��© II • Example: 52.125 x 75 For 111 Window 3 Anchors required In the head 3 4 Anchors required below the MTR Anchors required above the MM Example: 52.125 x 02.500 For View Window s Head - 3 4 2 2 Sash* Fixed" NOTE: FOR VU --W WINDOWS USE VIEW FIXED WINDOW HEIGHT FOR ANCHOR QUANTITY IN HEAD AND ABOVE THE MTP, AND USE THE VIEW SASH WINDOW HEIGHT FOR ANCHOR QUANTITY BELOW THE MTR MAXIMUM HEIGHT FOR VIEW WINDOW IS 621/2". I I NOTE: FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. 080 • ••• • • • • • P102=11, .02 1628 —��.. NOKQM69,R94g'4 VtM6fYBetter ANCHORAGE NOTES FOR BOAC FRAME: C. ANCHOR - i PES: V—W6'-ULTRACONS� 2 • #10 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD -W MAX. FROM TOP CORNERS JAMBS - 9' MAX. FROM TOP CORNERS' ('NOT TO EXCEDE 1/4 OF TOTAL WINDOW HEIGHT) S' MAX. FROM BOTTOM CORNERS 4° MIN. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED * S. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. 5. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 11. 1/1 WINDOW �-- 6211W —►1 VIEW WINDOW s21/sr AH FIXED 621/2' — 4H SASH ,7nyl Sln le Hurt _Window Large Missile Wma AiTS 9 -11 7- 6191-1 Flwwu 4 r' ^RODUCr REVISED Balldinap C daW�the Flortda Acceptance No ion Da ' - ,(). to B ' Mkmi prodaat ConVUl� LYNN ��'�.: �,\CENSE •'•F'P * ' No. 58705 Sto TA EOE/ ♦�a A. LY�IN4d9ICl'�ry,P.E. FL P.E.# 58705 • ••• • • • • • • • P102=11, .02 1628 —��.. NOKQM69,R94g'4 VtM6fYBetter ANCHORAGE NOTES FOR BOAC FRAME: C. ANCHOR - i PES: V—W6'-ULTRACONS� 2 • #10 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD -W MAX. FROM TOP CORNERS JAMBS - 9' MAX. FROM TOP CORNERS' ('NOT TO EXCEDE 1/4 OF TOTAL WINDOW HEIGHT) S' MAX. FROM BOTTOM CORNERS 4° MIN. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED * S. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. 5. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 11. 1/1 WINDOW �-- 6211W —►1 VIEW WINDOW s21/sr AH FIXED 621/2' — 4H SASH ,7nyl Sln le Hurt _Window Large Missile Wma AiTS 9 -11 7- 6191-1 Flwwu 4 r' ^RODUCr REVISED Balldinap C daW�the Flortda Acceptance No ion Da ' - ,(). to B ' Mkmi prodaat ConVUl� LYNN ��'�.: �,\CENSE •'•F'P * ' No. 58705 Sto TA EOE/ ♦�a A. LY�IN4d9ICl'�ry,P.E. FL P.E.# 58705 AIN. 2x WOOD BUCK (SEE NOTE 3) OPTIONAL FLANGE SCREW 2x WOOD BUCK (SEE NOTE 3) x13/8' MIN. JAMB W/ BOX FRAME HEAD W/ BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 1x WOOD BUCK (SEE NOTE 3) 3.6 KSI MIN. CONCRETE �`.a;•'%. ".' ' 3JiMIN. 1 /4' MAX. SHIM OR 1.6 KSI MIN. CMU q+. OPTIONAL FLANGE llfill .'�•� °' SHIM V J •-• .'.4.,. 3/18' ULTRACON °}r-'� I I� i i�, Il-.-U,I J :• �: • 1x WOOD BUCK 3/18' ULTRACON • (SEE NOTE 3) ••• OPTIONAL FLANGE • • • JAMB W/ BOX FRAME HEAD W/ BOX FRAME PRODIICTBD m con7P1Y�gTvMvIth8reFlotld9 THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE B I��P"sCO& . a q /`) 1x BUCK OPTIONAL 1x BUCK OPTIONAL QxpkAonDato NOTES: MImnl o 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MWVII-DADE COUNTY APPROVED 3118° ULTRACON, EMSEDED 1313" MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1' MINIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY. USE #10 STEEL SCREW, EMBEDED 13W MIN_ I 1 I I I I f 3. WOOD BUCKS DEPICTED W THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 U2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT LYNN CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD �� pNY F.p BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. •''CENSE' 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -TS AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER * SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL No. 68705 ' BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. °"`• • R PER MWINDADELBTTERDATED 14MM gyp.• ��a F ;•�t�\ • 19707ECHNOUxiY GE FRAME COR10p;.%•GiN` Wh I Single Nun Window, t e Missile lm acf as . e• NoaurfDEnNs er Noxoe9s,Ftaa2f9 P.o.BQx1829 Noxoea9 Fts42►a A. LYNNIIIIILLK.P.E. !J 1 •• NOCHANDE7fp88HEET B„ �, Oae,. i�ulbh Barter ssnaae mie meso- amota xar .Q stfsao NTS 10 a 11 69814 C FL P.E.# 68705 • • ••• • • • • • • • • • • • • • ••• • • • • • • i• •i �•••� ••• •�• 114' MAX. SHIM -1 2x WOOD SUCK (SEE NOTE 2) tAP DIA. x 1 VY NAIL, 6" MA) CORNER & 41 OPTIONAL FLANGE 1W DIA, x 1 112" NAR, 2114' MAX. FROM CORNER & 4 U6' O.C- OPTIONAL FLANGE -' JAMB W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING 2x WOOD BUCK NOTE 2) OPTION) FLAN( 14' 1X. IIM 114' MAX. �sHIM 116' DIA x 1 112 -NAIL,/ 6' MAX FROM CORNER & 4118' O.C.. 2x WOOD BUCK (SEE NOTE 2) HEAD W/ NAIL FIN SILL W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING • • •• • • • •• • • • • • • i•0 0 • • • •• 0• i•• • • 4ODUCT REVISED ' complyingwillaftFlorma •:• Uuff"Cala ib'Twun� 1 - 013. 914 NOTES: -- aPmf- 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY, USE 118' DIA. x 1 117 NAIL 2. WOOD SUCKS DEPICTED W THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN i 1W. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 117 THICK OR 111 l l 11 GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING LYNN ft `\��-j jIl� 3. FOR ATTACHMENT TO ALUMINUM; THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MW IMUM OF 116" THICK THE P��; �10ENSF''• .Fp ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN * THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. No. 58705 IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. _ 0•••i to to t I STAT OF D.O. 1V2= A M/RMI•DADELa}TERDA7ED105M 1c7o r�cluaoLoor ORNe NOWM%FL81278 P.O. BQX 1628 NOKOMIS, Fl.34274 �—n ANCHORAGE DETAILS - Integral Rn Frame L� �LOR1oP. •''G�� •,\ss •.......• ' ��, ZONAL �, A. LYNIJ (Y)ILLER, P.E. 1er&Ds a NOCHANOE7H/ashw l Single Hun Window, to aMissile /m ac! F-1�1p °ae1Q °1""pN° �" 14 flA • C CNANGE7 ammT a /6i • yk(J,jy $ate,•1 H600 NTS 11 a 11 5191-1 C FL P.E.# 68706 • • •• • • • •• • • • • • • i•0 0 • • • •• 0• i•• • • • • •:• • • 000 •• 0 0 ft i•: • 0•••i MIAMb ►DE , MIAMI -BADE COUNTY PRODUCT CONTROL SECTION D19PARTMENT 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) www.mlamldade.gov/pera/ 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, DESCRIPTION: Series "570/2770/2870" Vinyl Sliding Glass Door (ReinforcW)-L.M.L , tided 'TIM=', sheets 1 through 13 of 13, prepared by manufacturer, dated 11/18/10 and last revised on 10/11/11, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance IMPACT RATING: Large and Small Missile Impact Resistant 1. See table 2 (sheet an th e s eet of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 2. Rigid White PVC to be labeled per referenced NOA requirement. 3. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 ofAW product, for sales, advertising or any other purposes shall automatically terminate this NOA. F§ilure to' a ivly 0000:0 with any section of this NOA shall be cause for termination and removal of NOA. 0 • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Floids, and f5ftowed by.0 the expiration date may be displayed in advertising literature. If any portion of the NOA isdWayed, 0then it shall . be done in its entirety. • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactu1gr qr 4s distrib"Ift0 0 and shall be available for inspection at the job site at the request of the Building Official. .. • • ' This NOA revises NOA # 11-0107.04 and consists of this page 1 and evidence pages E-1 & gs well as' approval document mentioned above. 0 • .000.0 • The submitted documentation was reviewed by Ishaq I. Chanda, P.E. 0 : • 0 ..• .— NOA No 11-1011r" MIAMbRME COUNTY Expiration Date: April 14, 2016 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANC • EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 11-0107.04). 2. Drawing No. N O-SGD570-01 Rev A, titled "Vinyl SGD", sheets 1 through 13 of 13, prepared by manufacturer, dated l 1/18/l0 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 11-0107.04) Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (The above test report has an addendum letter dated 3-11-11, issued by FTL, signed and sealed by Marlin D. Brinson; P.E. (reviewing Engineer). 2 Additional test report No. FTL 6637 (samples A-1 thru A-5) per TAS 202-94, issued by Fenestration Testing Lab, Inc., dated 12/06/10, signed and sealed by Jorge A. Causo, P. E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2007, Prepared by PGT, dated 02/16/11 and last revised on 3-11-11, signed and sealed by Anthony L. Miller, P.E. (transferred from file # 11-0107.04) 4. Glazing complies with ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0420.06 issued to Vision Extrusion Ltd for thgit'ite �. Rigid PVC", expiring on 09/30/14. a 2. Test reports No(s). 10-002-792(A), 10-006-10231, 535753-09, perA1,;TME•14, .; • • • • • ASTMD1929 and ASTMD-635, issued by EXOVA to Vision EktW16n for cellulosic composite material. ***see .. • . • • -A K e Ish I'Chand%j',j:. • . Product Gontml Exadiiner • • •": r�GA'Ne 11-1018'.M e • Expiration Date: April 14,MIA Approval Date: December 08, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E: MATERIAL CERTIFICATIONS (continue): 3. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus", expiring on 01/14/12. 4. Notice of Acceptance No.10-0922.09 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer", expiring on 12-11-2011 F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 11-0107.04, expiring April 14, 2016. 2. PGT e-mail dated 11/23/11 by Lynn Miller, P.E. confirming extent of revision. 3. Test proposal # 10-0.767, dated 08/25/10 approved by BCCO. 4. Test verification calculation dated 07/30/10, prepared by PGT, Anthony L. Miller, P.E. ebbe • • ebbe oo • .• . . ebbe ebbe.0 ebbe.. b bo b Ish44 U isn" P.E Product Control Exahlner• 1400;011-101&" • Expiration Date: April 14,44% Approval Date: December 08, 2011 E-2 ebbe.. .beef. b • ebbe.. .obs• f • ebfeb ee.o6• f • Osseo. •segos b e GENERAL NOTES: SERIES 570 2770 & 2870 LARGE MISSILE IMPACT -RESISTANT VINYL REINFORCED SLIDING GLASS DOOR 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE ALL RIGID WHITE PVC AND COMPOSITE REINFORCEMENT MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 2) GLAZING TYPE OPTIONS: (FROM EXTERIOR TO INTERIOR); !-TEMPERED, HS -HEAT STRENGTHED, - ANNEALED, SG -090 DUPONT SENTRYGLAS (FORMERLY KNOWN AS SENTRYGLASO PLUS), fn -.090" DUPONT BUTACITE PVB: GLASS TYPE A: 3/16" HS GLASS +.090" SG INTERLAYER + 3%18 HS GLASS + 7118" AIR SPACE + 3/18° T CAP GLASS TYPE B: 3116" HS GLASS + DOD" PVS INTERLAYER + W16" AN GLASS+ 7/18" AIR SPACE + 3H S" T CAP GLASS TYPE C: 3/18 HS GLASS +.O90" PVB INTERLAYER + 3118 AN GLASS + 9/18' AIR SPACE WITH HEAT -MIRROR FILM + 3/18 T CAP APPROVED BACKBEDDINGS ARE GE 7700 AND DOW -CORNING M. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY THE FOLLOWING MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS: 1/4" ELCO ULTRACON OR 1/4" ELCO CRETEFLEX. SEE TABLE 1, SHEETS FOR DETAILS. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, SHEET 8. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN, (DONE BY OTHERS) (MAX 1/4" SHIM SPACE FOR GROUT) 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, COMPLYING WITH FBC. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENTS SHOWN ON TABLE 1, SHEET 6. PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E-1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 331/3% STRESS INCREASE HAS NOT BEEN USED N THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) SHUTTERS ARE NOT REQUIRED. 10) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE AND: A. MAXIMUM (8) EIGHT PANEL CONFIGURATION FOR FRAME HEIGHTS UP TO W. B. MAXIMUM (4) FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 98" AND UP TO 128. 11) REFERENCES: TEST REPORTS FTL-6337 & 6338; EXOVA•10-002-7VAA) & 10-008-10231; CAMBRIDGE 535753.09; ELCO ULTRACON NOA 1107-0425.01; ELCO CRETEFLEX NOA 003-0225.05; VISION EXTRUSIONS. LTD. WHITE PVC NOA #10-0420.05; ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE `��`` Or1Y LYNN '�� SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES B �` �,LOENSF' •�F� OR C, USE TABLE 4, SHEET 9. FOR GLASS TYPE A, USE TABLE 3, SHEET 9 IF THE REQUIRED DESIGN @��? *: * ` PRESSURE IS ABOVE 80 PSF, OTHERWISE USE TABLE 2, SHEET S. N0.58705 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL - ' PANEL WIDTH. WHEN FINDING YOUR SIZE IN THE TABLE, ALWAYS ROUND UP TO THE NEXT LISTED SIZE. �+L• 3) CHOSE WHICH ANCHOR OPTION (XD) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE 1, SHEET 8, O I f f f �` ALONG WITH THE APPROPRIATE SUBSTRATE, MINIMUM EMB ENT AND MINIMUM EDGE DISTANCE. ` O '•. 8T 4) FROM THE DESIGN PRESSU AB E9(TABMES 2,4, $Ejr & 9), VERIFY THAT THE REQUIRED DESIGNPRESSURE IS MET � IIH04DE� C TIES SHOWN. 'O49R •'�( j��: jI 5) INSTALL AS PER THEEaNST NS 8) ADDITIONAL INSTALLAV ON CLIP§ MDS ,AE'it�l• SWAL2EO%S.5tj yN ON SHEET 7. A. L14 LI R P E 3118" HS GLASS 3116' IMGLASS - DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 8 & 9 LARGE & SMALL MISSILE IMPACT • •w • w • *00 00 � i•w•� ••• wi• i• 3118" HS GLASS 3116' IMGLASS - DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 8 & 9 LARGE & SMALL MISSILE IMPACT 1.1/18' NOM. 1.1M8° NOM. 7118" AIRSPACE 7119° AIRSPACE 3MW AN GLASS 3/19° H8 GLASS DUPONT AV4EXT. �.► PBRE� SEMRYGLASS 7M8° SAW TGLAASS NOM 718° e� a 3OA DRAWING MAP 1SHEENERAL NOTES .......... 1 GLASS TYPE "A" GLASS TYPE "B" GLAZING DETAILS.........1 SG LAMINATE, PVB LAMINATE, ELEVA11ONS..................2-4 INSULATED GLASS INSULATED GLASS HORIZ. SECTIONS.........6 I 1-3M9"NOK VE^R�n9ECTIONS...........8 9M8°AIRSPACE IDESIGN PRESSURES 8-9. SMB°ANGLA89 EXTRUSIONS— .............10 SMW He GLASS PARTS LIST....................11 CONFIGURATIONS........12 EAAT•MIRRORFlLM 1PANELTYPES................13 11EXT.► DUPONT.988"PVSf�j�311WTGLASS GLASS GLASS TYPE "C" PVB LAMINATE, INSULATED WITH HEAT -MIRROR FILM t wourr avilw GLASS wmi6,F wW negfuder. DEW Amita lhl •L9 J.J. 10/11/11 FBC 2010 CODE Revlaeder. Gmm: Red�iue . GENERAL NOTES & GLASS TYPES J ROSOWSVJ 'm caR Y VINYL SGD INSTALLATION GUIDELINES 11/18/10 PA. Aw 1SII9 CERE oP, M #=W 570/2770/2870 1 NTS 1 1 OF 13 A W MAX. ANCHOR APPROK W. ANCHOR E L� ONS FOR NON-STRUCTURAL ® LOCATIONS FOR dEXT. BYPASS (HEAD &SILL) POCKET 4EXT. COMMONS. COMMONS. 21.81 ANCHORS INTO MAIL 72' MAX. O.C. ,,. P -HOOK O.C. �tANCHOR ® CENTER LE to PANELSEETABL 1 ppTAp. EACH PANEL BEE TABLES DETAB. O EACH PANEL 8EE TA8LE8 ON SHEETS 8&9. EXT.V ON SHEETS 889. x219° Nmv. o.c. 2 ANCHORS CENTER OF 2 ANCHORS ® CENTER OF DETAIL EACH PANEL SEE TAELE9 ON AIL EACH PANEL SEE TABLES SH ET8888.,. • ON SHEETS 889. EXT.r 4° MDL O.C. 4° MFN.O.C. 8218° MW.O.C. CLU8TEROF 8CLUSTER OF 3 ANCHORS @ STILE ANCHORS @ STILE DAll i INTE SEOTIONS. �W'm INTERSECCTIOBLN S. SEE Exjr.v.,-..SEE TABLES ON TAES ON SHEETS8&9. tIEEI88&9.EXT. O.C. 4° fAm O.C. C MIN. O.C. ® CLUSTER OF a CLUSTER WrERSECTI OF 6 ANCHOR$ ANCHORS STILE ® STILE INTERSECTIONS. 2•'' Ste' DETAD- • SEE TABLES ON SHEETS EXT BHEET8889. F7KT� • 889. 8219` MIL O.C. 4° MSV. O.C. W MAX. IP MAX, (TO END OF (TO END OF ATTACHED JAMB- ATTACHEDJAMB 1 ANCHOR@ HANCHOR CHT EXT.'I • SENDS. NOEM SEE TABLE 1, SHEETS FORANCHOR EDGE DISTANCE AND EMBEDMENT. 1d 1.3T .199° EXTV SEPH" PATTER11 2q i4 ,: JAMB 1,900° Aw •••EXT. 1. i • • Vfh jPHOLE PATTERN 0 SILL ENDS • DAYLIGHT I OPENING WIDTH hDEAR DAYLIGHT / SHEEP OPENING HEIGHT • PANELTYPE PANELTYPEI BY % • eHEEr stiecT� OTHERS LANDER a a SEPARATE 4PPROVAL) / // • B11EET 8 INTEILLDCK • r..ne �e W MAX., (HEAD & SILL) C3+1 ANGOR CONFIGURATION SHOWN, (SEE APPLICABLE DP TABLES 2, S OR 4) ^ •* ;-. No. 68105 it � _ Q- A LYNN MILLER, P.E. 1 W N1AK (@ HEAD) TS° MAX., (HEAD & SILL) (SEE APPLICABLE OP TASLES2, 30R4) NOTEM 1) FOR CONFIGURATIONS, SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDNIENT, SEE TABLE 1 SHEET B. 3)DAYLIGHT OPENING (DLO) FORNB/1AS: WWTH: PANEL WIDTH -30 HEIGHT: PANEL HEIGHT -SY O ENMO LO FORMU IID L IDT•H-30 HEIGHT: PANEL HEIGHT -82` PANEL WIDTH DUD PANEL HEIGHT DLO L rRommawimml 11•Y6 J.J. 10/11/11 FBC 2010 CODE RaCeeNep. Oarx • ••• ••• • • ••• •• •• • ROSOWSKI l� TEcm=OQyAvw mc • DAYLIGHT I OPENING WIDTH hDEAR DAYLIGHT / SHEEP OPENING HEIGHT • PANELTYPE PANELTYPEI BY % • eHEEr stiecT� OTHERS LANDER a a SEPARATE 4PPROVAL) / // • B11EET 8 INTEILLDCK • r..ne �e W MAX., (HEAD & SILL) C3+1 ANGOR CONFIGURATION SHOWN, (SEE APPLICABLE DP TABLES 2, S OR 4) ^ •* ;-. No. 68105 it � _ Q- A LYNN MILLER, P.E. 1 W N1AK (@ HEAD) TS° MAX., (HEAD & SILL) (SEE APPLICABLE OP TASLES2, 30R4) NOTEM 1) FOR CONFIGURATIONS, SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDNIENT, SEE TABLE 1 SHEET B. 3)DAYLIGHT OPENING (DLO) FORNB/1AS: WWTH: PANEL WIDTH -30 HEIGHT: PANEL HEIGHT -SY O ENMO LO FORMU IID L IDT•H-30 HEIGHT: PANEL HEIGHT -82` PANEL WIDTH DUD PANEL HEIGHT DLO L rRommawimml 11•Y6 J.J. 10/11/11 FBC 2010 CODE RaCeeNep. Oarx ommor ANCHOR LOCATIONS (2 TRACKS) ROSOWSKI l� TEcm=OQyAvw mc 311m �•••• P.O. SOX 1678 NOKOA* a 334 iii Na Rw. CERr. OFAJDi 02080670/2770/2870 i• � i•• •• • DAYLIGHT I OPENING WIDTH hDEAR DAYLIGHT / SHEEP OPENING HEIGHT • PANELTYPE PANELTYPEI BY % • eHEEr stiecT� OTHERS LANDER a a SEPARATE 4PPROVAL) / // • B11EET 8 INTEILLDCK • r..ne �e W MAX., (HEAD & SILL) C3+1 ANGOR CONFIGURATION SHOWN, (SEE APPLICABLE DP TABLES 2, S OR 4) ^ •* ;-. No. 68105 it � _ Q- A LYNN MILLER, P.E. 1 W N1AK (@ HEAD) TS° MAX., (HEAD & SILL) (SEE APPLICABLE OP TASLES2, 30R4) NOTEM 1) FOR CONFIGURATIONS, SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDNIENT, SEE TABLE 1 SHEET B. 3)DAYLIGHT OPENING (DLO) FORNB/1AS: WWTH: PANEL WIDTH -30 HEIGHT: PANEL HEIGHT -SY O ENMO LO FORMU IID L IDT•H-30 HEIGHT: PANEL HEIGHT -82` PANEL WIDTH DUD PANEL HEIGHT DLO L rRommawimml 11•Y6 J.J. 10/11/11 FBC 2010 CODE RaCeeNep. Oarx ommor ANCHOR LOCATIONS (2 TRACKS) ROSOWSKI l� TEcm=OQyAvw mc 311m VINYL SGD INSTALLATION GUIDELINES 11/18/10 P.O. SOX 1678 NOKOA* a 334 swinva tSm1C Oft Na Rw. CERr. OFAJDi 02080670/2770/2870 NTS 2 OF 13 MD-SGD670-01 A 3 -TRACK CONFIGURATIONS 8' MAX. (HEAD & SILL) ANCHOR 4EXT. : LOCATIONS FOR QETAa 4 POCKET CONDITIONS. MAX. ANCHOR INTO tY MAX. O.C..; ! . P•HOOK .:: OETaL IANCHOR@ 8' MAX CENTER OF EACH OETAB• PANEL SEE TABLES EJTT:r ON SHEETS 889. .. LOCATIONS FOR 2 ANCHORS 6 (W4,35' CENTER OF EACH --F\ . PANEL. SEE TABLES EXT.TON SHEETS 8&8. 9218' MIN. O.C. J DETAIL CONDITIONS. CLUSTEROFB ® ANCHO® STILE R INTERSECTIONS EXT:r SEETABLFSON MAX SHEETS S&9. • • • • • 4°MIN. O.C. 4' MIN.O.C. O.C. CLUSTER OF 8 ANCHOR jil 4.78' STILE O.C. INTERSECTIONS. • • .. SEE TABLES ON EXT.T ,: SHEETS 8 & 9. ` ® ON SHEETS 8&& 4° MIN. D&.2ANCHORS 8218' MIN. D.C. @CENTEROF S' MAX (TO END OF ATTACHED JAMB DBTAILD D.C. 4' MW321V 1ANOHOR® EXT HEAD ENDS. APPROX. 8', NONSTRUCTURAL 4'MIN. O.C. (HEAD & SILL) e• ' CLUSTER OFBANCHOR QETAa 4 ® STILE INTERSECTIONS. MAX. SEE TABLES ON SHEETS EXT ' .; 8&9. .;• Y, • .. .:: OETaL PANELTYPE 8' MAX aIL 2 ANCHOR 4EXT. ATTACHED JAMB DETAIL F .. LOCATIONS FOR SILL ENDS. EXT.v 8'MAX --F\ BYPASS 'p -M 8 SILL) fr MAX., (HEAD & BILL) DETAIL 1 DETat J DETAIL CONDITIONS. 21.8° • • • • • • • • • • SHOWN; (SEE APPLICABLE DP 1070 TECHM OGYORNE HEIGHT: PANEL HEIGHT -S2' • MAX • • • • • • • ' .. FLOR,. •' a '•�P.0.80X ~ FL&4Tl8 N. O.C. • • • f P.O. S 1540'�,F�SeSIONP�;.`` NfFL84474 • .. 1 ANCHOR • • .. CENTER OF EACH �T PANEL SEE TABLES qR,r ON SHEETS 8&& 4° MIN. D&.2ANCHORS @CENTEROF ACH PANEL SEE TABLES SHEETS B&B. EXITN D.C. 4' MW321V CLUSTER OF 9 DETAIL H1ANCHOR®SRLE INTERSECTIONS. SEE EXT7►TABLES ON SHEETS 8 8 S. IN. OA. 4'MIN. O.C. QerAIL H2 ••• TH188HEET TH18 CLUSTER OFBANCHOR QETAa 4 ® STILE INTERSECTIONS. 2378' TYP. SEE TABLES ON SHEETS EXT ' .; 8&9. .;• Y, • .. .:: . 9219' MIN.O.G. PANELTYPE 8' MAX aIL 2 (TO END OF eHEET ATTACHED JAMB DETAIL F 1 ANCHOR V DAYLIGHOPENT HEIGHT � HEIGHT SILL ENDS. EXT.v 8'MAX I EY / OTHERS / (UNDER SEPARATE APPROVAL ) V MAX, (HEAD & SILL) DAYLIGHT OPENING WIDTH W OR'O' w PANELTYPE PANELTYPE �0ASTRAGAL • SHOWN . A. a CS+1 ANCHORCONFIGURATIOI SHOWN; (SEEAPPLICASLE OF TABLES $ SOR4) PATTERN @ 24° O.C. WEEPHOLE PATTERN @ SILL ENDS QETAa C2 DETaL D ••• TH188HEET TH18 • QETAa 4 _ SHEET • • • D E 'X' OR'O' TH3 PANELTYPE • • aIL 2 * ;' eHEET as SHOWN DAYLIGHOPENT HEIGHT � HEIGHT No.5gg05 * _ 8'MAX --F\ (® HEAD 'p -M 8 SILL) fr MAX., (HEAD & BILL) DETAIL 1 DETat J DETAIL • • • • 03+2 ANCHOR CONFIGURATION • • • • • • • • • • SHOWN; (SEE APPLICABLE DP 1070 TECHM OGYORNE HEIGHT: PANEL HEIGHT -S2' • TABLES 2. S OR 41 • • • • • • • PATTERN @ 24° O.C. WEEPHOLE PATTERN @ SILL ENDS • ••• • ••• • • • • • • • • ••• • • • • • • • • • • • • •• * ;' • •• NOTES: 1) FOR CONFIGURATIONS, SEE SHEET 12. • • No.5gg05 * _ 2) FOR ANCHOR EDGE DISTANCE AND ••• • • • • ••• _ _ }� '•, a' • EMBEDMENT. BEE TABLE I SHEET 6. B) DAYLIGHT OPENING (DLO) FORMULAS: • • WIDTH: PANEL WIDTH -9.&° • • • • • • • • • • • • • • • • • • 1 ) • `u� •. S `Op: (�� lolk 1070 TECHM OGYORNE HEIGHT: PANEL HEIGHT -S2' • 000 • • • • • • • ' .. FLOR,. •' a '•�P.0.80X ~ FL&4Tl8 N. • • • • • • •• P.O. S 1540'�,F�SeSIONP�;.`` NfFL84474 • .. • ... • • .. • • • • . • • .. q. LYNN NGISB P.E P.e.9I39768 CERT•OFAUMMeas • ••• • ••• • • • • • • • • ••• • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • 000 • • • • • • • • • • •• •• • • i i• •• ••• • • • • •• pip= 516711rfiIsIa*w-joltill Dom by. ANCHOR LOCATIONS (3 TRACKS) IJ ROSOWSKI IVINYL SGD INSTALLATION GUIDELINES 111/18/10 1 570/2770/2870 1 NTS 1 3 OF 13 1 MD-SGD570-01 4 -TRACK CONFIGURATIONSAPPROX AVRUCTURAL�{ DET DETA& DETAIL LL (HEAD & SILL) e' MAX. ANCHOR O67 LOCATIONS FOR 4EXT, '.. ANCHOR I3YPASS LOQXnONS FOR NEXT. POCXET Q� :. CONDITIONS. . ; CONDITIONS. 210- • • . ;. ANCHORS INTO MAX .. 12' MAX. O.C. • ? '. P -HOOK O.C. TT ':- D L I ANCHOR 1 ANCHOR 0 CENTER OF EXTV CENTER OF EACH EACH PANEL. SEE OET TABLES ON SHEETS 6 & 9. S 88It 9S SKEW. 2 ANCHORS CENTEROF 4•MN.O.C. 4.78" EACH PANEL. 2 ANCHORS 0 CENTER OF ®O.C. BEE TABLES DETAIL*3.219' EACH PANEL SEE TABLES ONSHEETS,•,ONSHEETSB&9. EXTV a&a MAL O.C. 18' MPL O.C. CLUSTER OF 8 ® ANCHORS @ STILE OLDSTER OF 3 EXT:B' INTERSECTSEE BLE Q4TTEERSECTI ONS. SS(ON EE SHEETS 8 & 9. O9TAIL TABLES ON SHEETS 8 & 9. EXTr 4' MIN.O.C. 3518' M31. O.C. 4" MIN. D.C. 4' MIN. O.C. CLUSTER OF DET ANCHORS ® STILE A.78' INTERSECTIONS. CLUSTER OF 8 O.C. SEE TABLES ON 2.376, TYP. ANCHORS � STILE SHEETS 8 & 9. INTERSECTIONS. SEE TABLES ON _ SHEETS 8&9. EXT:r ...3.19'MIN. O.C. 3519'ANN. O.C. 8" MAX W MAX END OF ATTACH DFJAMB ETAILF ATTACHDJAMS 1 ANCHOR DETAIL 1 ANCHOR EXT.'.' SILL ENDS. HEAD ENDS. EXI'� 1) OR CONFIGURATIONS, SEE SHEET I2. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT, SEE TABLE 1 SHEET 8. 3) DAYLIGHT OPENING (OLD) FORMULAS: • • • • • • • • • • • • WIDTH: PANEL WIDTH .30 • • • • • • • • • HEIGHT: PANEL HEIGHT -BS' • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • ••• • • • • • • • • • • • • • • • goo • • ••• • • • • ••• • • • • • • • • • • • • 8 DETAIL S2 DETAIL D THIS 7,77 DEraa 1 DETAIL SHEET CB+IANCHO` R CONFIGURATION SHOWN: (SEE APPLICABLE DP TABLES 2.3 OR 4) DET _ DETAI BHBBT I W MAX (&HEAD 8 1 8° MAX„ DETAIL DET (HEAD &SILL) MW SHEEM SHEET DL I83 C3+2 ANCHOR CONFXiURATXIN SHOWN; (SEE APPLICABLE DP TABLE82, 3OR 4) PATTERN @ W O.C. WEEPHOLE PATTERN @ SILL ENDS v4kO MILtFq �� p .•DENSE )T - SggoS IDT87ECHIIOLOGIYCWNH AL VEIUCE, FL 31273 CERT. OFAUTH. #=W /YOIIUL9' NTiN1C�. �wri d• 9MIds m •".r 1��19 lumm ANCHOR LOCATIONS (4 TRACKS) ROSOWSKI IVINYL SGD INSTALLATION GUIDELINES 111/18/10 1 570/2770/2870 1 NTS 1 4 OF 13 •oi Q� I • • • •PANELTYPE I DAYLIGHTSHOWN I OPEN= r I �I DEraa 1 DETAIL SHEET CB+IANCHO` R CONFIGURATION SHOWN: (SEE APPLICABLE DP TABLES 2.3 OR 4) DET _ DETAI BHBBT I W MAX (&HEAD 8 1 8° MAX„ DETAIL DET (HEAD &SILL) MW SHEEM SHEET DL I83 C3+2 ANCHOR CONFXiURATXIN SHOWN; (SEE APPLICABLE DP TABLE82, 3OR 4) PATTERN @ W O.C. WEEPHOLE PATTERN @ SILL ENDS v4kO MILtFq �� p .•DENSE )T - SggoS IDT87ECHIIOLOGIYCWNH AL VEIUCE, FL 31273 CERT. OFAUTH. #=W /YOIIUL9' NTiN1C�. �wri d• 9MIds m •".r 1��19 lumm ANCHOR LOCATIONS (4 TRACKS) ROSOWSKI IVINYL SGD INSTALLATION GUIDELINES 111/18/10 1 570/2770/2870 1 NTS 1 4 OF 13 DETAIL 1 DETAIL 2A DETAIL 2B DETAIL 3 1X OR 2X WOOD INTO MASONRY ASTRAGAL INTERLOCK WTO MASONRY SUCK9MP, SEE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE REQUIRED IF DOOR CONCRFTEICMUDISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 8 HEIGHT IS OVER PERANCHOR 1X BUCKSLRIP NOTE 4, SHEET 1 SB° • EDGE REQUIREMENT DISTANCE ASTRAOALADD-0N 8 8 •. CONCRETEICMU PER ^ •' : •. • : ..d _. _ J NON-STRUCTURAL ASTRAC;ALADD-ON RER.ff. 8 �(L, REQUIREMENT -- EMBEI:•'.,!';• ANCHOR 40 010X 2.WSMS q IILr01 EMBEDMENT ENTr° - W.. .:,d REINFORCEMENT SCREW; 8 a' O OPRONAL PERASTRAGAL, EQUALLY SPACED AND T �•' - w°. FROM ENDS (FACTORYt� v INSTALLEDL o TYP. ANCHOR TYPE, EMBEDMENT ° ��. AND EDGE DISTANCE MAX 1 8 PER f lel gal 8 • SUBSTRATE. SEE TABLE t, SHEET S d o a. 28 fNTERLOCK 10 EDGE '• EXTERIOR DISTANCE POCKET (.BTRA<TAL BOX SCREEN +•.. P-HOOK � 103 LOCKSTft.E FOR�� L�, PANEL WIDTH PANEL WIDTHLOCKS 114° MAX'• ASTRA ALB, ASTRAGALS, I �J I uL DOOR FRAME WIDTH_ TYP. ANCHOR TYPE. EMBEDMENT FOXED DSR FRAME WIDTH AND EDGE DISTANCE PER STILES AND 1)4• MAX. —y 88 SUBSTRATE, BEE TABLE 1. SHEET 8 HORIZONTAL DT RAILS BEE NOTES EDGE DISTANCE 08 X SW SMS REINFORCEMENT EDGE :••DNIANCE 3&8 EW:9PER RAL +' LL�� BELOW �---ti1 NDWF FROM _ AT 8" FROM ATCENTERLINE ® ENDS FACTORAND (FACTORY INSTALLED) ....: FOR INTERLOCKS L rte! TYP.ANCHOR TYPE. VW ROW a q SPACING8 Q '-9-w Raw •. y' SPACING ONLY EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE . SE - 8EETABLE9,8HEET8 EWE EMBED, ... MEM DISTANCE FILEDPANELCLP ' ;CCNCRETEKXWT AND ANCHOR$, ME:, L DETAILSHEET7 t9 STANDARDSCREEN •" " PERANCHOR 2X WOOD SUCKBTRIP OR FRAMING. SEE EMBEDMENT FOXED STILE EXTERIOR 11 REQUIREMENT ice— 114• MAX. TV. ANCHOR TYPE. EMBEDMENT NOTE 4, SHEET 9 2X M BUCKSTRIP PANEL WIDTH AND EDGE DISTANCE PER SUBSTRATE, OR FRAMING, SEE BEE TABLE I, SHEET B 88 EDGE DISTANCE NOTE 4. SHEET DETAIL 3 DETAIL 2 INTO WOOD INTERLOCK DETAIL 3 INTO MASONRY ANCHORUCTIORAI. ANCHOR PAa DUD RRVMO EMBED- �� Ae vAdit MEM ' NOTES " �'1 •1 9 T-- Ti3 1) DETAILS APPLY TO 2, 9 AND 4 TRACK \\\ (�/C/Qi CONFIGURATIONS. L'r ''�, 8Y• � RarBlac P•HOOK OPTIONAL E FOR ANCHOR LOCATION & SPACING. .��, ............ i� J.J. 10/11/11 FBC 2010 CODE ® 3) BEE TABLES 24 FOR REINFORCEMENT w: AZO.\OTcNSE•., ,k ��. PLATE (12° LONG, @ 44) CONTINUOUS ANCHOR PLATE, ITEM 08. 18 REQUIRED -t:' SBTOg PANEL MIDSPAN P•HOOK ® v AT ALL FRAME ANCHOR LOCATION& _ •jiX ; N0' ® 8) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR LLI - ��, HORIZONTAL INSTALLATION REW. EXTERIOR — :, G 11 DETAILS J ROSOWSKI RATE EMS,P 010 X 1-114• P-HOOK • • • • • • • yy)ABAARRAGAL Er�NTBAREaPPaoxuaaTELYTHE I� ,;'2: TH OF THE EXTRUSION. REFER TO TEST ,�\ '' BSP p, ; :' 1070TEQWCLOGYVNM T&p V ft (5)@2.W O.C. • •• RT�FOR EXACT DINENBIONs. i rO '• �Loa`O•' �� 'tL ''T• ' �•.� VINYL SGD INSTALLATION GUIDELINES 11/18/10 DETAIL 1 •• . . . • •.• • , •� P.O. BoxIm ' ''FSSIONP``':•• NQXOMI FL St274 Su8NL/ocw sash: OfevA�.No Rep INTO ..: •.: •.• : : ..• A.i o 0"" E` CERCOFAM 570/277012870 NTS 5 OF 13 MD�GD570-01 I A DETAIL 4 Sub"119 DETAIL 4 INTO MasoNRr TYP. ANCHOR TYPE, EMBEDMENT AND DETAIL 4 1X BUCKSTRQ' BILL RISER VARIES INTO WOOD DI¢1um EYP. ANCHOR TYPE, EMBEDMENT AND MIN.27K8FCONCRETE� EDGE DISTANCE PERSU88TI7ATE, EDGE HEAD PERANCHOR BEE TABLE 1, SHEETS TYP.ANCHORTYPE,EMBEOMEM'AND REQUIREMENT, SEE g EDGE DISTANCE PER SUBSTRATE, TABLE I•SHEET B F�VV EDGE SEE TABLE 1, SHEET 6 SPACI4G� DISTANCE EDGE W EMBED-". DISTANCE a p+. �'. SPACING MENL•+ • . , 9. ,� HEIGHT, 1 8 • .�� .1 D• BEE NOTES 612 Shad Metal Screw (GM WF=i is XSHEETS8&9. I� Z,7a° A36 &ed HEIGHT e MAX c _ 1 1 0 0i OR 2XV U f8 X 3t4' SMS WOOD REINFORCEMENTSCREW; UCKBTRIP, 7 0 7PF.RST0.E,LOCA1w I SEE CEN7ERLME AND 8', W & NOTE 4. 12 FROM ENDS (FACTORY SHEET FOR INSTALLED} LOCKBTI.EB, ASTRAGALS. fERIOR FD= "IN AND HO NTAL RAILS GROUTAS NEEDED. �ty. MAX ••EtED1MISNT •-.° '.:. s ..:'. 4:. am NOTE 8, MAI �' `,• ,,. SHEET 1 EDGE CONCRETE @ 2X WOOD BUCKSTRIP EDSE DISTANCE GILLPERANCHOR OR FRAM/4G, 8EE D19TANCE REQUIREMENT, NOTE 4. SHEET 1 EYP. ANCHOR TYPE, EMBEDMIENT SEETAB 1, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER • S f • • • f • • • • • AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 D I • D '�LIL 5 SUBSTRATE, SEE TABLE 1, OEM INTO • IRTO •• ••• •• • • ••• • ••• • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• •i• s• •• DETAIL 4 INTO MASONRY TYP. ANCHORTYPE, EMSEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEETS 2-W EDGE ROW DISTANCE I SPACING e Tig, TABLE 1, ANCHOR TYPES: Sub"119 DETAIL 4 Mlntmum TYP. ANCHOR TYPE, EMBEDMENT AND I INTO ALUMINUM BILL RISER VARIES EDGE DISTANCE PER SUBSTRATE. DI¢1um SEE TABLE 1, SHEET 6 13781 EDGE WITH REQUIRED P.T. Southam Pitta DISTANCE 1-1/2• 1314° ® (Se, A POSITIVE DESIGN A e - 1.112 METAL SUBSTRATES TO BE PROPERLY DESIGNED TO TRANSFER LOAD IMPOSED ON THEM PRESSURE, SEE TABLE ,� HEIGHT, EDGE DISTANCE PER SUBSTRATE, PANEL SEE TABLE 1, SHEET 6 BEE NOTES 612 Shad Metal Screw (GM 1688 (0.0481') is XSHEETS8&9. SEE TABLES A36 &ed HEIGHT 18ga (D 0451') II&IIBELOW LA B P.T. Southam Pim (SG = .6S 18 2,3&4 3t4' FRAME Comets (mh 2.7 kat) 1/4' Elm UIUaCon 1378° 1° 17 Casronda (min. 3.38 ka9 114• Ebo Creta -Flat 884 HEI 1' Urwotdm Lh Only 114• moo Uwacon 1114' 1' 244 �� Comtate (mm. 2.7Ig0 1/4' Elm lltmCm 1318° 2-U2 J 1� RISER Ullgreutad CMU, Jamin Oniy V4• Elm UlbaCon 1-1/4• rl (ASM 040) RISER 2.11P 1-1/4• 2-V2 4� RISEF _ GROUTAS NEEDED. �ty. MAX ••EtED1MISNT •-.° '.:. s ..:'. 4:. am NOTE 8, MAI �' `,• ,,. SHEET 1 EDGE CONCRETE @ 2X WOOD BUCKSTRIP EDSE DISTANCE GILLPERANCHOR OR FRAM/4G, 8EE D19TANCE REQUIREMENT, NOTE 4. SHEET 1 EYP. ANCHOR TYPE, EMBEDMIENT SEETAB 1, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER • S f • • • f • • • • • AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 D I • D '�LIL 5 SUBSTRATE, SEE TABLE 1, OEM INTO • IRTO •• ••• •• • • ••• • ••• • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• •i• s• •• DETAIL 4 INTO MASONRY TYP. ANCHORTYPE, EMSEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEETS 2-W EDGE ROW DISTANCE I SPACING e Tig, TABLE 1, ANCHOR TYPES: TYR Sub"119 DETAIL 4 Mlntmum TYP. ANCHOR TYPE, EMBEDMENT AND I INTO ALUMINUM EDGE DISTANCE PER SUBSTRATE. DI¢1um SEE TABLE 1, SHEET 6 13781 EDGE 1t8° MIN. 6063.76 ALUMINUM SUBSTRATE P.T. Southam Pitta DISTANCE 1-1/2• 1314° (Se, A A e - 1.112 METAL SUBSTRATES TO BE PROPERLY DESIGNED TO TRANSFER LOAD IMPOSED ON THEM TYP. ANCHOR TYPE, EMBEDMENT AND 612 BFreal McUd 8W&v (OB) EDGE DISTANCE PER SUBSTRATE, 1/2° SEE TABLE 1, SHEET 6 18 GA STEEL STUD OR A98 TYR Sub"119 AndW Mlntmum Amd Edge Embednrerd DI¢1um 612 Shad Metal BMW (GO 13781 We P.T. Southam Pitta 1/4' Elm UlbaCon 1-1/2• 1314° (Se, A A 1/4° Elm C18WRian SS4 1.112 1314° AhaNrum, 843-76 min. 612 BFreal McUd 8W&v (OB) 0.126° 1/2° Steel Stud. Gr. 33 min. 612 Shad Metal Screw (GM 1688 (0.0481') 1Y1' A36 &ed 612 SIISBt Motel 8arew M 18ga (D 0451') 1J2 B P.T. Southam Pim (SG = .6S 612 Wood Saw (G5) 1378' 3t4' Comets (mh 2.7 kat) 1/4' Elm UIUaCon 1378° 1° C Casronda (min. 3.38 ka9 114• Ebo Creta -Flat 884 1314' 1' Urwotdm Lh Only 114• moo Uwacon 1114' 1' FIs _VM Comtate (mm. 2.7Ig0 1/4' Elm lltmCm 1318° 2-U2 Ullgreutad CMU, Jamin Oniy V4• Elm UlbaCon 1-1/4• 2.112 (ASM 040) 1w Em 2sptax 884 1-1/4• 2-V2 NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) BEE SHEETS 2.4 FOR ANCHOR LOCATION & SPACING. .)SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, REM f& IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 5)PAM WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EKACT DIMENSIONS. ., II II,,". ,0 ANN MILLER �o?ySE y �Ny,61Dy * (i 'i A•'•. =�P p�OP•!p'�� 107IG07EmCNH OGYDRW FLD S A00 R34274 J.J. 1 10/11/11 ..�t EDGE STRUCTURAL STEEL I DISTANCE SUBSTRATE f� u 8 DETAIL 4 INTO STEEL METAL SUBSTRATE WEALS SHOWN FOR HEAD MI TO FRAME JAMBAMSAMSILL ExCE 02YW(C7'N"Wo •QfllblNwaftnit" �d� —ID( •iq 2010 CODE •`I h �< Oaeod�Om Qmmax VERTICAL INSTALLATION DETAILS J ROSOWSKI nrx VINYL SGD INSTALLATION GUIDELINES 11/18/10 A. LYNN MER, P.E. CERT:OFAM P.EJi 88708 570/2770/2870 I NTS I 6 OF 13 A I FIXED PANEL CLIP" INSTALL ONE CUP AT THE MIDSP\ OF EACH F00ED PANEL -TO -FRAME JAMB LOCATION. (2) e.. .I III INI1 1@l .I . ,v ruvarnvrto � 12".848.6° FROM EACH END INTERLOCK REINF. BOTTOM RAIL a PLATE 11 SUPPORT SMS #IOX2-1l2° 1 (2)010X1°SMS • THROUGH SUPPORT, INTO PANEL INTERLOCK SILL RET4INER• #.. .X�:MB • • •Q PANEL MBLY CLIP ATTACHMEVT • • • • • • • • SSENERS • • • • • • �Q- Piif�L CORNERS WELDED, INSTALL ONE ASSEMBLY AT EACH IMIRLObC a IYO ASSEMBLY FASTENERS •• ••• •• • • • •• HEADER BLOCK TO HEAD ATTACHMENT HEADER INSTALL ONE BLOCK AT BLOCK EACH INTERLOCK. AT ASTRAGAL, INSTALL ONE BLOCK THAT SPANS BOTH PANELS. I I / (2)1/4° x 20 x 2-1/4° I LYNN �� C��.•'•UCENSF•.4F ` * No. 68708 IINNT�ERIOR EXTERIOR 1 m7EOMJOLOOYDIBVE P.O BOX 1628 NOXOM6k FL S#?74 CERT. OFAUM W= JAMB TO HEAD ASSEMBLY iaoc I Re .I= 10/11/11 IF13C2010 LtV �KEEPERTOJAMB ATTACHMENT �114R1'NEi'W� �•l�lyw116Y•;rl•!6� owwwwowdomw ACCESSORIES INSTALLATION DETAILS I J ROSOWSKI VINYL SGD INSTALLATION GUIDELINES 11/18/10 57� 2770/2870 1 NTS 7 OF 13 1 MD-SGD570-01 I A • •• • • •• • • • HEADER BLOCK TO HEAD ATTACHMENT HEADER INSTALL ONE BLOCK AT BLOCK EACH INTERLOCK. AT ASTRAGAL, INSTALL ONE BLOCK THAT SPANS BOTH PANELS. I I / (2)1/4° x 20 x 2-1/4° I LYNN �� C��.•'•UCENSF•.4F ` * No. 68708 IINNT�ERIOR EXTERIOR 1 m7EOMJOLOOYDIBVE P.O BOX 1628 NOXOM6k FL S#?74 CERT. OFAUM W= JAMB TO HEAD ASSEMBLY iaoc I Re .I= 10/11/11 IF13C2010 LtV �KEEPERTOJAMB ATTACHMENT �114R1'NEi'W� �•l�lyw116Y•;rl•!6� owwwwowdomw ACCESSORIES INSTALLATION DETAILS I J ROSOWSKI VINYL SGD INSTALLATION GUIDELINES 11/18/10 57� 2770/2870 1 NTS 7 OF 13 1 MD-SGD570-01 I A • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • • • ••• • TABLE �� ONV LYNN �' 3H6'TO(TCAP+7Ha° Series 670 & 2870 Anchor Quantities and Design Pressures ARSPACE+SH6'HS ANCHORS No. 68705 GLASS += SOP FRAME. HEIGHT (IN) THROUGH THE HEAD SAT EACH PAEL MEETING POINT. (EX: FOR C3+1, 3 ANCHORS -_ W8&AYER+3H(°HS GLASS ANEL MAXIMUM CONFIGURATION 4 -PANEL MAXIMUM CONFIGURATION REQUIRED AT PANEL MEETING POINT AND I ANCHOR REQUIRED AT MIDSPAN OF PANEL). - /�j, '* LY ^ �O :• "' /t9 J/ a/� j ll - so 84 96 108 120 :�U''. STATE OF ; • ?` ANCHORAGE TYPE PERSUBSTRATE REQUIRED UTHE DE �� ••. FlOR10P,.�G` `. at U)o a lo o m U o USINGTHE ANC� QUANrIEGLISTED BELOW. SEE TABLE 1, SHEET S, FOR COMPLETE ss/ONLAIE0�1nL YW LNOM. ALPANEL FRAME W SIDE F 1 F F fE ANCHOR P.E*07 S, TABLEKEY: a PANEL FRAME woTM SIDE A 0� I� Had & Sill CP C3+1 C3+1 C3+1 CS+1 03+1 C3+1 C3+1 C8+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 t;3+1 C3+1 Jamb 8 6 6 8 8 6 6 8 5 6 6 6 8 $ 8 6 B 8 8 8& r. 24 P hook 8 8 8 8 8 8 8 8 8 9 9 B 0 10 90 10 11 11 11 11 8pl p+1 Jamb a 47 Design +80,0 +80.0 +80.0 +80,0 +80.0 +80.0 +810 +80.0 +810 +80.0 +80.0 +80.0 +60.0 +SOA +60.0 +80.0 +60.0 +80.0 +60,0 +BOA 24 PFaek S R Pressure 40.0 40.0 -S0.0 -0.0 -811.0 40.0 -80.0 -80.0 -80.0 -80.0 40.0 -80.0 46.0 48.0 480 46A 48.0 46.0 46A 48A OsaDa +80.0 . Head & SIA C3+1 C1+1 03+1 C3+1 C3+9 C3+1 C3+1 p+1 C8+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 p+1 C6+1 C3+1 C3+1 C3+1 P��Os � 0 W Jamb 6 8 6 6 6 6 6 6 6 6 6 6 8 6 6 6 6 6 6 6 NOM. W w M 3 30 -h 8 8 8 8 B 8 B B 8 9 9 B 10 10 10 10 91 11 11 11 WIDTH pANELB Q� +10.0 +80A +80.0 +Sao +60.0 +80.0 +80.0 +80.0 +60.0 +810 +50.0 +60.0 +80.0 +60.0 +80.0 +no +fto +60.0 +80.0 +810 WDmftLf= #FRAMOF C7 N j LL 80.040.040.0 40.0 40.0 40.0 40.0 •80.0 40.0 40.0 •80.0 40.0 .•86.0 46.0 48.0 40,0 86.0 46.0 •86.0 45.0 = Z00 O 111P C3+1 C3+1r:3+1 C3+1 CS+1 C3+9 C3+1 C3+1 C6+1 C6+1 C3+1 C3+1 C6+1 C3+1 C3+9fai+1 C6+1 C8+1 C6+1 C3+1 THE MAXIMUM TTHESENEGATIVE DESIGN PRE88URB ATTHPJSE ANCHOR6 6 B 6 6 B 6 6 6 8 6 6 6 6 6 6 6 B 8 8 QUANTITIES.8 8 8 B 8 8 8 8 9 8 9 8 10 10 10 10 11 11 11 11 MAX@tUMPOSITIVE DP ATTHESE SOA +80.0 +BOA +60.0 +80.0 +SD.O +80.0 +80.0 +no +80.0 +800 +80.0 +60.0 +80.0 +80.0 +810 +Bao +80.0 +60.0 +60.0THE ANCHOR QUANTITIES. ADDITIONALLY, z 40.0 410 40.0 -no 40.0 40.0 40.0 -80.0 -80.0 48 40.0 40.0 46.0 46A 46.0 -no 45.0 46A 46A 46.0 THEMAXIMUMDPFORTHESILLHEIGHT N i - I MUST ALSO BE CONSIDERED, SEE N (� Head & SAI C8+2 C3+2 C3+1 C3+1 CS+2 C6+2 C1+1 C3+1 =2"T+72=1 C3+1 C6+1 06+1 CS+1 C3+1 C5+1 C6+1 C+1 03+1 TABLE A. THR3 SHEET. r„ Jamb 42 P4=k 6 8 8 8 6 8 5 8 8 8 6 8 8 6 6 8 6 10 6 a 7 8 6 9 6 8 10 10 6 6 10 10 6 6 91 91 7 11 8 11 TOTAL 1i OF ANCHORS THROUGH THE r M O A D_ (9 10 Design +80.0 +80.0 +8D,0 +BDA +80.0 +80,0 +80,0 +800 +S0.0 +80.0 480.0 +80.0 +60.0 +00.0 +80.0 +810t +60.0 +60.0 +610 P•HOOK TOTAL 0OFANCHOL�THROUGH THE Z Vr Pressure 40.0 40.0 40.0 40.0 40.0 40.0 -80.0 •80.0 40.0 -80.0 40.0 40.0 46.0 48.0 46.0 48.048.0 48.0 46.0 JAMS. Hsad & sillC6+2 C8+2 C3+2 C3+1 C6+2 C5+2 C6+2 C3+1 C6+2 C8+2 C6+2 p+9 C6+2 C6+2 C6+1 Ci+9 (+2 C6+1 C3+1-;ZJemb 8 5 7 5 6 6 7 5 7 8 8 6 6 a 7 8 B 8 0 S48 P4took 9 8 8 8 10 8 8 8 11 9 9 B 1D 10 90 10 11 11 11Design Pressure +80.0 $0,0 +Sao 40.0 +80.11 40.0 +80.0 40A +80,0 40.0 +80.0 40.0 +810 40.0 +80.0 4oA +p,0 40.0 +80.0 40.0 +80,0 40.0 +80,0 410 +8).0 +�,0 46.0 460 +60,0 +80.0 460 46.0 +BOA 48A +60,0 46.0 +610 48.0 DOOR ASSEMBLIES INSTALLED A WHERE THE OVERHANG (Ot)RATK) ImmmmlIllsHead 18EQUALTOORMORETHAN1 & 8A1 C6+2 C6+2 C3+2 C3+2 C8+2 C8+2 CB+2 C3+2 06+2 C6+2 C6+2 C;3++2 0 EXEMPTED FROM WATER Jamb 8 8 7 b 8 8 8 6 7 8 9 6 TABLE A: INFILTRATION. IOSHALLBE C OVERHALCULAT G ? RATIO SHALL BE CALCULATED BY I Idle!D 64 P•hook 10 8 8 8 11 8 8 B 12 9 8 8 Water-L(mited (+) Design Proem" THE a THE FOLLOWING EQUATION: q Design Prosswe +60.0 +80.0 +80.0 +810 +80.0 +80.0 +60.0 +SOA +80.0 +80.0LESSER 480.0 480.0 Nwnlyd SOI Actual SII MWL (+) DP VALUE OF OH RATIO = OH LLTIGT}VOTI HEIGHT Q Y 40.0 40.0 40.0 -60.0 40.0 40.0 40.0 40.0 -80.0 40.0 40.0 40.0 HeIgM Height AOwvsd TABLEA s Head 8 SII CBt2 C6+2 C6+2 p+2 C6+2 C8+2 C6+2 C3+2 C5+2 C6+2 08+2 C3+2 1-11116° 1.688° See 786180, 24 AND TABLE 2 Jamb 8 8 8 5 8 8 8 8 7 7 10 B 3-wr 3484° +8D.0 Psf .� RMiNES 60 P -hock 10 B B a 10 a a a 99 9 10 10 Design +87.0 +BOA +80.0 +✓�.0 +87.0 +60.0 +80.0 +80.0 +87.0 +110.0 +80.0 '789.0 4U18° 4.037 +80.0psf WATER LIMITED ra+� U"PAYlieB Pressure 47.0 40.0 -80.0 -60.0 47,0 40.0 40.0 411.0 47.0 -80.0 410 40.0 4^B/B° 4.814° +100.0psf (-)DP. rwMk�8ler•1► RelntoraemerN quYedA(BeI PAMaonlShee 0) Glass NOTES Udedock L oekJFbred BBIs Astregel tragal gPi�ottem fill • • �tel� 0,R# 24, 25) Type j�DETAI.BAPPLY TO2,3AND 4TRACK CONFIGURATIONS. 2) SEE SHEETS 2-4 FOR ANCHOR LOCATION & SPACING. lb PaW 29 1 PwW 28 1 Parte 28 •Part# • •Poc•Ored far Melghts oust 9f° A 3)SEE TABLES 24 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, REM 86, 19 REQUIREDAT ALL FRAME ANCHOR LOCATIONS, • $)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 6)SEE SHEET 2 FORAPPLICABLE DLO PER PANEL SEE • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • • • ••• • TABLE 3: EHE•TEU.CAP+rne Series 2870 Anchor Quan08esand Design Pressuras ARS AW-3ne'Hs GLOB -0 0a0P FRAME HEIGHT (IV) RIH011BASS e•Fg DIA00 8•P8 -PAM CONFIGURATION 84 as NOM. PANEL WIDTH � � A 0 �,0 FRAME f, ¢�1 $$gg 816E '6 1 11 .il 6 ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN +tCa+1 C3+1 C3+1 C3+18 PRESSURE, USING THE ANCHOR QUAOITIES LISTED BELOW. SEE TABLE 1, 8 8 8 8 e 8 8 6 B 8 LM 8 8 8 S8 8 9 9 9 9 m qj 'f' 0.0 +100.0 +100.0 +100.0 +100.0 +1000 +100.0 +1000 +100.0 +100.0 +100.0 00 -100.0 -100.0 -100.0 -100.0 -10D.0 -100.0 -100.0 -100.0 -100.0 .1000 TOFAL00FANCHORS CLU8TEREOTHROUGH THE HEAD8BILL ATEACH Head 8 Sm C8+1 C3+1 00+1 C3+1 COO 93+1 00 00+ +1 C3+1 06+1 C8+1 C8+1 1 MEETING POINT. (EX: FOR 03+1, 3 ANCHORS REQUIRED AT PANEL Jamb 8 !5 6 6 511 8 6 6 a 8 3o F -hook 1 8 8 8 8 8 8 B 8 9 0 9 o- C8+1 n" +100.0:+100.0 +100.0 +line +1000 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +1000 PreeROB -100.0 40MO -100.0 -100.0 400.0 -100.0 400.0 400.0 •100.0 -100.0 -10110 •1000 TOTAL 6 OF ANCHORS THROUGH THE JAMB. teed 8 Sm C8+2 C8+1 GOO Ca+1 I C8+2 CS+1 CS+1 00+1 08+2 C8+1 08+1 03+1 TOTAL O OF ANCHORS THROUGH THE P -HOCK Jamb a 8 8 a 8 a S 8 8 a 7 8 Be P•hwk 0 S 8 S 0 8 8 8 10 9 9 9 THE MAMW POSITIVE OP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, Design +100.0 +100.0 +1000 +10110 +100.0 +100.0 +100.0 +1000 +1000 +100.0 +10D.0 +1000 Presem -100.0 •100.0 7000 •100.0 •100.0 -100.0 -10%D -100.0 •1000 -100.0 -1000 -1000 THE MAXIMUM DP FOR THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE Head 8 em C8+2 08+2 68+2 CS+1 08+2 C5+2 08+2 00+1 08+2 C8+2 08+2 CS+1 TABLE A, THIS SHEET.•WIDTH Jamb 8 8 7 8 8 8 7 8 7 8 8 8 42 PM 10 B 8 8 10 8 8 8 11 9 9 S 8 S Oeulgn +100.0 +100.0 +100.0 +100.0 +100.0 +1000 +100.0 +100.0 4980 +100.0 +100,0 +100.0 plessme -lots -100.0 -100.0 -1000 -100.0 -1000 -1000 -100.0 48.0 -100.0 -100.0 -100.0 ••• • • • • ••• •• • Head88m CS+2 08+2 08+2 00+2 08+2 08+2 C8+2 C3+2 06+2 C6+2 C8+2 Ca+2 • • • • • • • •• ••• •• • • • •• Jamb 7 8 8 6 7 S 8 B 7 7 10 8 48 P4wak 11 8 8 8 12 8 6 8 12 9 10 10 Design Me* 41000 +100.0 +1000 +1000 +100.0 +10110 +1000,0 +1000 +87.0 +100.0 +100.0 +1000 Preseab -100.0 -100.0 -1000 -100.0 -100.0 -1000 AIx0 -1090 -87.0 -1000 -1000 •1000 Pressure .00.0 -80.0 Rel lb antorb Requlmd, (See Paris on Shout 10) (MOSTyPe. Imedaek LocklFixed 5018 Aahagel Astragal Addon T1:091a t9m Rei ; Sheet 1► PEEN POt028 Pet028 PaV30 Pa0Z A TABLE MY: Series 870 8; 2770 Anchor Quan00es and Design Pressures FRAMEi- K (N) BPAREL MANMUM CONFIGURATION B4 00 Actual S0 Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN B PRESSURE, USING THE ANCHOR QUAOITIES LISTED BELOW. SEE TABLE 1, GL HEETS FOR COMPLETE ANCHCR LIMITATIONS, m U m qj 'f' A WIDTHPANEL TOFAL00FANCHORS CLU8TEREOTHROUGH THE HEAD8BILL ATEACH +80.0 psf MEETING POINT. (EX: FOR 03+1, 3 ANCHORS REQUIRED AT PANEL p+1 p+1 MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). 18 C8+1 WWUM TOTAL 6 OF ANCHORS THROUGH THE JAMB. B TOTAL O OF ANCHORS THROUGH THE P -HOCK +1000 8 8 400. THE MAMW POSITIVE OP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, S 1 THE MAXIMUM DP FOR THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE NOhL TABLE A, THIS SHEET.•WIDTH WIDTH OPANEL= ANELS THRMF1XgBUltA�Et;:'R1f�DE&tVRF�BU�E AiJUSE ANCHORQUANTTTIE8. B 1 8 8 S 8 ••• • • • • ••• •• • S • • • • • • • •• ••• •• • • • •• • ••• • ••• • • ••• • • • • • • •• • • • • • • • • • • •• • • •• •0. • • • • • • • • • • • • ••• • • • ••• • TABLE 4: 3na• 1810.0AP+Ina^ A1RBPACE+aM6- 8 e1A88+.0XD5P/B M9aAYai+31 AN GLASS Series 870 8; 2770 Anchor Quan00es and Design Pressures FRAMEi- K (N) BPAREL MANMUM CONFIGURATION B4 00 Actual S0 Height NOM. PANEFmEE WIDTH B IIII`` <A WA a lm GL 4 m U m qj 'f' 0.i � ' 6 p� gJ +80.0 psf t wd 8 em C3+1 1 C3+1 p+1 p+1 C3+1 030 00+1 C8+1 0041 I C3+1 00+1 p+1 Jamb 8 1 S 8 8 8 8 S S 1 B 1 S 6 8 24 P-hoek B 1 8 8 S 8 S S S S aa r O 8 Design +80.0 +80.0 +80.0 +50.0 +000 +800 +00.0 +00 0.11 .0 +0 +80.0 +60.0 +80.0 Pressure .00.0 -80.0 400 40.0 -60.0 -80.0 480.0 •800 •80.0 •80.0 •SOA -80.0 Ilesd 8 BID C341 C3+1 00+1 CS+1 C3+1 CS+1 C8+1 CM 00+1 C3+t pM 00+1 Jamb 6 8 8 a 8 8 8 8 8 8 S a 30 P400k 6 8 8 8 6 8 8 8 9 9 8 8 Design Presses +BD.O +80.0 +600 +00.0 +80.0 +60.0 +00.0 +60.0 +Sae +me +80.0 +800 4110 1,40.0 40.0 4110 400 400 -no 4110 40.0 -8(L0 -Me •00.0 Hes! 88m i p+1 CS+1 03+1 03+1 03+1 00+1 C8+1 C3+1 p+1 C3+1 00+1 C3+1 Jamb B 6 6 8 8 8 8 8 S 8 8 S 38 P -hook 8 8 8 8 S 6 S S 0 S Ouei9a Presswe +BD,O +80,0 +800.0 +50.0 +p,Q 0.0 +8110 +800 +80,0 +80.0. +80.0 40.0 -me -BOA 40.0 40.0 0.0 400 400 400 4110 40.0 Head 8 Sgl C3+1 C3+1 C3+1 C8+1 C8+1 +1 -1 C8+1 00+1 C3+1 C3+1 dumb B S 8 8 8 8 6 S 6 8 S 42 P4 -k S 8 8 8 S S 8 0 8 8 0 Design PleaRUB +80.0 +80.0 +800 +no +80.0 00 +SOD 0.80,0 +500 +00.0 480.0 400 -80.0 400 400 4011 0.0 40.0 400 40.0 4110 400 ;-... Heed 8 Sm 00+2 00+1 +1 C3+1` 1-2!-+4 00+2 +1 00+1 CB+a CS+1 00+1 00+1 Jamb 8 6 8 8 8 6 B 6 8 S 48 P-ho0k B 8 8 a S 8 B 8 8 40 Design PreaeaO +60.0 +800 +800.0 +5OG 480.0 0.0 +800 +800 +.2 0;4.+.+80.0 me 40.0 -80.0 -80.0 40.0 0 40.0 40.0 400 -80.0 40.0 RebdOmemeats Required, (See Pens On Shoot 10) GlaesType. inlelo0k I LoddFbled We I Astragal I AeOagel Addan I TCOBWM Ree is- Sheet 1) Slea-drdl Pm1028 1 Part028 I Pa028 I PWW30 I Pet928 B Vernal-Optim 08 P928 PWW27 I PON27 I P0030 I P8027 TABLE A. Water-Litnited (+) Design Pressure Nominal SM Height Actual S0 Height Max. (+) DP Allowed 141118 1.880" See MASS 24 3.112' MW +60.0 Psf 4-1118 4.Wr +80.0 psf 4.818° 4.814° +100.0 psf THE LESSER VALUE OF TABLE A AND TABLES 3 OR 4 DETERMINES THE WATER LIMITED (+) OP. wulan 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 2-4 FOR ANCHOR LOCATION 8 SPACING. 3) SEE TABLES 24 FOR FEINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM 08,18 REQUIRED AT ALL FRAME ANCHOR LOCATIONS 6) PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASIRAGAL ADD-ON. 6) SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) RATED IS EQUAL TO OR MORE THAN 113 EXEMPTED FROM WATER NFO.TRATION. THE OVERFWNO RAITO SHALL 13E CALCULATED BY THE FOLLOWING EQUATION: ON RATIO =OH LENOTWOH HEIGHT 1•YNN M1j� �� '; •'viceNSF '•.•� '� k : 140.58705 ok _Te lop %�A0'•. • STAT O ,••?: ..FLOMID ,`ss'10lNu�A+1. �C`. A LYNN ma�n1,w P.S. P'EA88708 SO � J Lu � RQ V� M r O v LL � LLI D� F z CDCD IO Z M iIS02 � 01ILO rumcfa9va" 01es1�. ❑ 1.812' .19e° ❑ � Q 2 TRACK HEAD/JAMB RIGID PVC �0� p ❑ ❑ .100' ❑ 1�2° O 3 TRACK HEAD/JAMB ikIMA, ,.6188' _] 02 TRACK SILL RIGID PVC 82W -�-f ® � .100° T p p t9ea° da®� �® -1 I+- 3.000' I(�---r-----rte 1.870° 1.434+ 1.8r 1.698° �-- ® REINFORCEMENT.128• 2 COVER .110' 2983' F,.ZFQA- .300° 2798• .400° 2.799° RIGID PVC 2mr zee• L III ttt III 1 AM 1ffi• -.I F. .2• _L I-- � .e97• ---4I T 19 -'-I Imo- .,er ® REINFORCEMENT ® AND STILE ® AND,STI EOM ® REINFORCEMENT ® REINFORCEMENT 0005-TSALUM. REINFORCEMENT REINFORCEMENT 0005-T5 ALUM. 8005-T6ALUM. 8000 -TS ALUM. COMPOSITE RIGID PVC ® 3 TRACK SILL 10928• RIGID PVC Lp(f I.1��OrL 10936' 3.483° .090° ❑ �Elofr ❑ , 812° 1.88b° [-:� .126' 2.710° -L LAJQ1;kw A 2141' RIGID PVC4 TRACK RIGID PVCCK 2�t° 1- 1z8° 2.116° . 9oa sw , I�� 1w � � �IQU,tlF�U��- tow 1 -�ihw- .082'32r . 1.627' A82° "If ,30,° STD.SCREEN 70 TOP/BOT. RAIL r -�8�- .082° oFRAMESCREW COVER ANC 6063 -TO ALUM. �r 6003 -TO ALUM. KEEPER 10 6063- ALUM. O L SUPPORT RIGID PVC 6033 -TO ALUM. 0003 -TS ALUM. 6083-76 ALUM. r 1.43F � �_ 1.013- �+- �° I 9.487' 1.435' � 1.487-r-- 1914 0• mr .080° 088° .080' 002° .080° L ® OUTER R SILL SILL 13 COVER ADD-0CK BOX SCREEN SILL ©OUTER TRACK SCREEN @BOX SCREEN HEAD AND JAMB ADD-ON RIGID PVC RIGID PVC 8083 -TO ALUM. S083 -TO ALUM. RIGID PVC r- 2.080° 19q' 4.04,• 2887° 3.484' 8.178° 14 .000' A80° A D, ABO` .100° 1 0083 -TBA UM. 16 6063 -TOA UM. 19 SILL RISER 6083-TO ALUM. ® 0v 6063 -TB ALUM. 1281• 1881• _ 1261° 210° 287 ••o : 0 • 10 • ••• .128' �o 1-1/10" BEVELED BEAD 1-1H • • • -•' • • • �G�E SF of 3h8" 41GBEtBlAD P -HOOK REINFORCEMENT ® RIGID PVC ® RIGID�PVC•• RIGID�C • PLATE • • • • • • • 0003 -TO ALUM. Soo 000 ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • @REI FN OR ADD-ON OPLATEORCEMENT (@ INTERLORCK 60D5-T5ALUM. 0053 -TS ALUM. RIGID PVC --iA'w� �1• 1.88 � T��r�' 1.983° t 4 i.rm . 1.627' A82° "If OBZ' STD.SCREEN 70 TOP/BOT. RAIL STD. SCREEN 11 SIDE RAIL 6083 -TB ALUM. 6083T8 ALUM. B� SCREEN W-vJTOP RAIL BOBOX 8CREEN ®BOTTOMRAIL BOX SCREEN @SIDERAIL 6063 -TO ALUM. 6033 -TO ALUM. 0003 -TS ALUM. 1.081° �1• 1.88 fL 1.778° 4 i.rm .080• -�---� 960° --9---A STD.SCREEN 70 TOP/BOT. RAIL STD. SCREEN 11 SIDE RAIL 6083 -TB ALUM. 6083T8 ALUM. 2911' 960• 4.0.18' ASTRAGAL ADD-ON ® RIGID PVC 1 12WE .076 fL TBOX .8W SCREEN ® BOX SCREEN ® ASTRAGAL OXO ADAPTER ADAPTER 6003 -TO ALUM. 6083 -TO ALUM. 084• -.-I h-- AV 1 12WE .076 fL .8W i ° I 1.938° F+- 2.976• STD. SCREEN FD(ED PANEL CLIP O ASTRAGAL ® 5063-T8 ALUM. ADAPTER 6063-T6 ALUM. i mindDis I Det, IRWAIM ?nvT 10707ECHAM00YORM 116 YEW= A. 84M P.O. BOX 1� IYO1,OAdlI7, f18Q274 CEr.. OFAU7l4 020280 0/11/11 IFBC 2010 rl� 100° 4279' L� .. 1.878° (--- PANEL STILE, TOP ® AND BOTTOM RAIL RIGID PVC 6': wncr 8 ft- dwrAdft 16, I PART DETAILS I J ROSOWSKI VINYL SGD INSTALLATION GUIDELINES 11/18/10 670%2770/2870 1 NTS 0 OF 13 MD -1613570-01 /, Spline PG7. # Descriptor 60 419042 Frame Header Block 69 48062 Roller AdJ. Hate Plug 52 Part # PGT. # Description 41738 SGD Petrel Coma -along Cover 65 79886 Duet Plug 88 �� ,.(NN Wt( 4 Hole Bumper Stop 1 819001 2 --Track Head/Jamb 68 718880 SIII Plug 81 78)CiBPPTX #8x3/8" Ph. Pn. TEK Screw .40 76X34PP8DAX 2 819002 2 Treck Sill #8 x 1°Quad - S.S.. 84 781PQX #8 x 1° Pn Quad - S.S. 65 78X114PHPT410X 55105W.'�,FS31�a��NP��:•` B8 3 4 818025 819026 3 -Track Head/Jamb 3 -Track S01 710X116PPX #10 x 1-1/2" Ph. Pn Keeper Screws GO 710)QPPX #90x2° Ph. FI S.S. Screw 9 6LL 790XZ12PPDAX #10 x 2-1l2° Pn Ph. Tek B.S. 70 712X112PP #12 x 1-1/2° Ph. Pn. A 71 812033 GE 7700 Silicone72 111 6120M Dow Coming 886 Silicone 73 71728K 6 619027 4 -Track Head/Jamb Metal Spacer -8132° ' 76 84B63K Urethane IG Sealer 78 817368 Simone -Poem SuperSpaoer-7118° 77 8 899028 4 -Track $ill 818010 1-1118° Berated Bead 79 818018 1-9118° Ogee Bead 80 FLI 1/98° Ogg Bead 7 819009 Frame Screw Caen 83 838 Insulated Glass Muntln - Horizontal 84 4COPgd I.G. intersection86 123 7658K 8 819031 Anchor Plate I.G. Gridlock Cb -5/18° 126 704/8B Screen Latch Assy. 128 7SNKPN A. LYPId rma�en, P.E. 43 9 818007 Track Insert 78163N Tandem Nylon RonerAesy. 46 818043 P -hook Reirdorcemern Plate 48 P.E.N 65706 #10 x 1-114" FI PH SMS r 10 898028M Aluminum Keeper 11 818038 Bottom Ran Support �a d 12 0188 outer Sm Corer 13 819011 $01 Track Cour �� 14 819038 Box Screen $AI Add-on O W >�0 16 610012 Outer Screen Track (Standard Screen) 18 6190:19 Box Screen Head and Jamb Add-on Z 17 819022A SDI Riser - (DP80) LU 18 819023A SIIIRiaer-(DP80) 19 819024A Sill Riser • (012100)20 C7 O 818032 P -Hook Adapter o r Z r 21 818020 P -Hook N O i .24 810014 Reinforcement Corer 110 P— ^" '26 818030 Reinforcement Piste LL ' 28 818017M Top, Bottom end Stile Rehr£ (Alum) Z ' :27 18048 Top, Bottom and Stile Relyd (Comp,) T 28 818018M Interl�k .300 Reinforcement rjJ 9 28 819013M Interlock .400 ReiMoroerrent 79 30 819019M Astragal Rei U) 818035 Reinforcement Prete 36 819005 O 6Interlock Adaptor ICO 36 819008 Astragal Add-on LO 37 818004 Panel Stile, Top/Bottom Ran 40 718809 .187 x .280 Flrreeal (Stile)41 71886K 1-112'x 1"x3/4" fin Seel Duet Plug 42 419041 Interlock alp o QY MRS 1) SEE SHEET 10 FOR MATERULL TYPE AND DETARS. RdIY .. ... . • , • • •t 1%. ,y . . ......... Part # PG7. # Descriptor 60 419042 Frame Header Block 69 48062 Roller AdJ. Hate Plug 52 49735 SGD Panel Come -along 63 41738 SGD Petrel Coma -along Cover 65 79886 Duet Plug 88 44395 4 Hole Bumper Stop 58 819037M Fixed Penal Clip 68 718880 SIII Plug 81 78)CiBPPTX #8x3/8" Ph. Pn. TEK Screw 82 76X34PP8DAX #8x3/4° FI. Ph. TEK - S.S. B3 781PSTX #8 x 1°Quad - S.S.. 84 781PQX #8 x 1° Pn Quad - S.S. 65 78X114PHPT410X #8 x 1-1/4° Ph. Pn. TEK B8 710X1 PPStJA)0( #10 x 1" Ph. Pn. TEK - B.S. 87 710X116PPX #10 x 1-1/2" Ph. Pn Keeper Screws GO 710)QPPX #90x2° Ph. FI S.S. Screw 9 6LL 790XZ12PPDAX #10 x 2-1l2° Pn Ph. Tek B.S. 70 712X112PP #12 x 1-1/2° Ph. Pn. A 71 812033 GE 7700 Silicone72 111 6120M Dow Coming 886 Silicone 73 71728K Neoprene Setting Block 9°x4°x1/98" 74 817383 Metal Spacer -8132° ' 76 84B63K Urethane IG Sealer 78 817368 Simone -Poem SuperSpaoer-7118° 77 8FP85K Hot-men.Bulyi 78 818010 1-1118° Berated Bead 79 818018 1-9118° Ogee Bead 80 818018 1/98° Ogg Bead 82 82939 Ogee Vinyl Murgln 83 838 Insulated Glass Muntln - Horizontal 84 4COPgd I.G. intersection86 123 7658K I.G. Gridlock Clip - 7/18° 88 7880K I.G. Gridlock Cb -5/18° 126 704/8B Screen Latch Assy. 128 7SNKPN Cotler 43 78163X Tandem S.S. RolterRaey. 44 78163N Tandem Nylon RonerAesy. 46 818043 P -hook Reirdorcemern Plate 48 710X126FPSDX #10 x 1-114" FI PH SMS Part # PG7. # Descriptor 60 419042 Frame Header Block 69 48062 Roller AdJ. Hate Plug 52 49735 SGD Panel Come -along 63 41738 SGD Petrel Coma -along Cover 65 79886 Duet Plug 88 44395 4 Hole Bumper Stop 58 819037M Fixed Penal Clip 68 718880 SIII Plug 81 78)CiBPPTX #8x3/8" Ph. Pn. TEK Screw 82 76X34PP8DAX #8x3/4° FI. Ph. TEK - S.S. B3 781PSTX #8 x 1°Quad - S.S.. 84 781PQX #8 x 1° Pn Quad - S.S. 65 78X114PHPT410X #8 x 1-1/4° Ph. Pn. TEK B8 710X1 PPStJA)0( #10 x 1" Ph. Pn. TEK - B.S. 87 710X116PPX #10 x 1-1/2" Ph. Pn Keeper Screws GO 710)QPPX #90x2° Ph. FI S.S. Screw 9 6LL 790XZ12PPDAX #10 x 2-1l2° Pn Ph. Tek B.S. 70 712X112PP #12 x 1-1/2° Ph. Pn. A 71 812033 GE 7700 Silicone72 111 6120M Dow Coming 886 Silicone 73 71728K Neoprene Setting Block 9°x4°x1/98" 74 817383 Metal Spacer -8132° ' 76 84B63K Urethane IG Sealer 78 817368 Simone -Poem SuperSpaoer-7118° 77 8FP85K Hot-men.Bulyi 78 818010 1-1118° Berated Bead 79 818018 1-9118° Ogee Bead 80 818018 1/98° Ogg Bead 82 82939 Ogee Vinyl Murgln 83 838 Insulated Glass Muntln - Horizontal 84 4COPgd I.G. intersection86 123 7658K I.G. Gridlock Clip - 7/18° 88 7880K I.G. Gridlock Cb -5/18° . ... . ... . . Box Screen 80 .. . . .. ... . . . . . . .. .. . . .. .. .. . .. OXO Screen Astragal Adapter 85 84428 Screen Oouble Interlock 96 .... ....... • Pert # rz POT. # Description Box Screen 80 812268 Screen Top Reil 91 812257 Screen Bottom Rail 812268 Screen Side Rail - Lockatile 93 84344 Screen Astragal 84 $17349 OXO Screen Astragal Adapter 85 84428 Screen Oouble Interlock 96 817347A Screen Bug Flap 97 41818K Screen Keeper Spacer Set 98 720X1X 1!420 x 1" 3.3. 98 720X112X 1/4-20 x 1-1/2" S.S. 100 717836 Watp, .270" x .160" -Fin Seal 101 7SRAZ Standard Rorer 102 7SRAX Standard Roller - S.S. 103 7LOCKWGB Screen Lockset 104 41818K Screen Lack Keeper Spacers 105 7SDKEEP Screen Lack Keeper Standard Screen 110 812033 Screen Forme-Top/Bottom Rall 111 6120M Screen Frame -Side Rep (Latch) 112 812033 Screen Frame - Side Reil 173 817383 OXO Street Astragal Adapter 114 84B63K Vinyl Astregal 195 817368 Screen SIII Adaptor 118 8FP85K Bug Flap 917 7R42DK Rhet 118 74X1PA #4 x 1" Ph. Pn. SMS 119 78X112PSATS 98 x 1-112" Ph. Pn. SMSA Z 120 41703N Screw Boss Sushi 121 712027 Comer Key Wlnrel Assy. 12'L 712027SS Comer K Wheel As S.S. w/beari ) 123 41806K Screen Handle 124 418 Screen Handle Slide 126 704/8B Screen Latch Assy. 128 7SNKPN Sateen Keeper 127 81893K Serrated Screen Spline -.1 128 81892K Screen TYPE STANDARD REVERSE 2P2TXx a M ` lSA�.XC M A 2P2T M P F4 . • . XO A OX . • 8 D K T 3P2TP . • R •• M A • • OXO OXO 3P2T OK N NOTAVALABLE 8P4T a Xoa � settee 3P3T D g rl=F A M os K R A Rse Rim E. PLEA 5BTos U NTS x10( OXO( 3P3T D B P M K F M A xxo L D 4P2T R P 070(0 NOT AVA6ABLE L D 4P2T M A NOT AVAILABLE I= D K 8 B F F 4P4T A J J M M A U U Ow...M..DS f7....w.. ED A I= X)000 DK B F 4P4T s P F R J J M A U U M X70(0 D A OX00(..wD7 L O L D 6P3T R F P R B P OX10f0 SCREEN NO OxxxO SCREEN F L D • • D •• 5P3T M 21. 00000• • 7sooD► • • • . .•. . ••• . . FBC 2010 CODE ` lSA�.XC x x 2P2T •.. • . • . • • • . • . . • • . • . • . •• . . •. . • • c. M xX 4P2T B C F. M X100( 8P3T F B B F C M X000lla ••. • . . . •.. . • . . . • • . . • . • • .• .. • . • .• .• ••. . . • ..• . • TYPE LEFT HAND POCKETS LEFT HAND POCKETS 1 P2T 10/11/11 FBC 2010 CODE ` lSA�.XC x x 2P2T e a M F Rpt: `*:• 3P3T e B A F F M xwc XXX 4P4T B B B A )100( F F F M X700C 2P2T c. M xX 4P2T B C F. M X100( 8P3T F B B F C M X000lla 8P4T B F BF S F C M XXXXX) 0C 4 INTERIOR EXTERIOR V NOTES 1) MAXIMUM OF (8) EIGHT PANELS UP TO BB' FRAME HEIGHT. 2) MAXIMUM OF (4) FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER W AND UP TO W. 3) MAXIMUM DOOR FRAME WIDTH (EXCLUDING POCKETS IF APPLICABLE) IS LIMITED TO 467d171B'. IMI )( 001/ 04N Ml14411, � `.NSF •..•R ,, _ J.J. 10/11/11 FBC 2010 CODE ` lSA�.XC \ I� .' A,\ •. �( '% ReWatlB1' D81e Rpt: `*:• 140.*7p5 Utz DeemlpB� SAMPLE CONFIGS AND PANEL NAMES DrerinBY• J ROSOWSKI 1=7100691I.OGY0RM kP mm VINYL SGD INSTALLATION GUIDELINES Date 11/18/10 ��'•. 53 AOp, ; �U,=: %�0,�; •... ��?, ��iFSS►ONPL,•�' nr FL 947/4 � settee Bae. D,e�yNa Rse Rim E. PLEA 5BTos 570/2770/2870 NTS 12 OF 13 MD-SGD570-01 A �roFwrrl P SINGLE • ••• FIXED • INTERLOCK INTERIOR LOCKSTILE R FIXED SINGLE • • • LOCKSTILE • • INTERLOCK T ASTRAGAL • • FIXED (BOX OUT) OUT • • • • LOCKSTILE T ASTRAGAL FIXED (BOX IN) IN DS LOCKSTILE S FIXED INTERLOCK ASTRAGAL (BOX OUT) LOCKSTILE OUT S FIXED ASTRAGAL (BOX IN) LOCKSTILE IN L, SINGLE ASTRAGAL (BOX OUT) INTERLOCK OUT LR ASTRAGAL SINGLE (BOX OUT) OUT INTERLOCK N ASTRAGAL SINGLE (BOX IN) IN INTERLOCK C SINGLE ASTRAGAL (BOX IN) INTERLOCK IN 6 SINGLE INTERLOCK INTERLOCK M LOCKSTiL'E• • • • • : •: SINGLE . • . : rVTALOCK • • ... • ••• • ••• • • INTERLOCK INTERIOR INTERLOCK H SINGLE • • • • • • • :0: • • • • • • • • • • • • • • • •0. • • ASTRAGAL U P.E96B7U8 EA OUT • • • • • • • • • • ••• • • • ••• • • F SINGLE ASTRAGAL SINGLE INTERLOCK'`^^^^" INTERLOCK INTERIOR INTERLOCK H SINGLE SINGLE J INTERLOCK ASTRAGAL INTERLOCK KSINGLE INTERLOCK I= TEOMMOLOGYORNB K YENI= FL 34278 LOCKSTILE �,0•'•, 9•(POR`�P,r �� i FL Qj . ••....... A .,� 0 lab ,. SI'O�� P.o.Soxim N FL 84V4 U ASTRAGAL U P.E96B7U8 EA OUT DS LOCKSTILE (BOX OUT) INTERLOCK INTERLOCK U ASTRAGAL LOCKSTILE (BOX IN) IN A SINGLE LOCKSTILE INTERLOCK D LOCKSTILE SINGLE INTERLOCK J ASTRAGAL LOCKSTILE OUT (BOX OUT) JLOCKSTILE ASTRAGAL (BOX IN) IN C' DOUBLE ASTRAGAL INTERLOCK'`^^^^" INTERIOR LOCKSTILE L'7hnnnnvv� DOUBLE INTERLOCK J * ASTRAGAL EXTERIOR ' �, �q DOUBLE I= TEOMMOLOGYORNB K YENI= FL 34278 INTERLOCK �,0•'•, 9•(POR`�P,r �� i FL Qj . ••....... A .,� 0 lab ,. SI'O�� P.o.Soxim N FL 84V4 a Ll U P.E96B7U8 EA CERT.CERT.OFAUTH 4 C' DOUBLE ASTRAGAL INTERLOCK'`^^^^" M LOCKSTILE L'7hnnnnvv� DOUBLE INTERLOCK J LOCKSTILE L7wtinnn ASTRAGAL SDSINGLE �q DOUBLE INTERLOCK INTERLOCK A DOUBLE LOCKSTILE INTERLOCK U ASTRAGAL LOCKSTILE DS DOUBLE � � SINGLE INTERLOCK INTERLOCK NOTES 1) DETAILS APPLY TO Z S AND 4 TRACK CONFIGURATIONS. 2)SEE SI -GEIS 2-4 FOR ANCHOR LOCATION & SPACING. S) SEE TABLES 2-0 FOR REINFORCEMENT REQUIREMENTS. 4) CONTWUOUS ANCHOR PLATE. REM e3. IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. =qtr.. wre: lRftklm J.J. 1 10/11/11 FBC 2010 ee ii l!�u9/6 PANEL TYPES J ROSOWSKI mr ANYL SGD INSTALLATION GUIDELINES 91/18/10 IRM 570 2770/2870 NTS jab"Id3OF`13 MD••SG131570-01 A Fog 4% -b 1-1,1 ";-* . MIAMI•DADE MIATM--DADS COUNTY, FLORIDA 111111101M PRODUCT CONTROL SECTION DEPARTIMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMNISTRATION DIVISION T(786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidedt.gov/econoniy PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas %vhere allowed by the Authority Having Jurisdiction (AM. 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 Dada County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. �Ft r��T_ GT' '-' Clipped Fixtr_ajded:ATanin—uTiib Mullion==L.1VLL� APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an er daweipent of any product, for sales, advertising or any other purposes shall automatically ternonatV•4iis NOA! ftilure • • • •; • to comply with any section of this NOA shall be cause for termination and removal of1QOt1. .' .: ' . ...... .! •• .ADVERTISEMENT: The NOA number preceded by the words Miami-Dadg.oQtoioty, Florida, and ...... 0 followed by the expiration date may be displayed in advertising literature. If any pprtlon of the NpA is :*Goo: displayed, then it shall be done in its entirety. '....' :""' ..... INSPECTION: A copy of this entire NOA shall be provided to the user by Me.IllgnufacttftC *q its • 00000 distributors and shall be available for inspection at the job site at the request of the Bb41dlAg Official! ' 6666:0 This NOA revises NOA No. I1-0922.01 and consists of this page 1 and evidence: pa�sE-1 and -2, as well as approval document mentioned above. :00000 The submitted documentation was reviewed by Jaime D. Gascon P. E. • • • •' • �_-z--- A ,No.13 t1$*05 I+ilA1+91•DA OUNTY �£ h �'L`�lsiiffcn�atg; may 26� 21 r . ApnrauaLDate,ctobeie31,2Q13 �-'page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10— 0819 05) 2. Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 10-0819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11---4922.01) D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. •••• . . .... ...... F. STATEMENTS ' • • ...... .... 1. Statement letter of no financial interest, conformance and• •gc�plying w%th the .•....•. FBC 2010, dated 06/06/11, signed and sealed by Anthony Lynn li Wer, P.1.. . . 2. Laboratory addendum letter for Test Report No. FTL 6443, issaeX by Fenestration • • • • • Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin 15! Noson, V" % • . 00000 • (Submitted under previous NOA No. 11-0921go" ' � • � • • • • • r.. oJohm D. Gas • ; F. E. • Product Control Sectionftptrvisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-1 PGT, Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coNTnnmD) 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922. 01) 4. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda, P. E., Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion -- L.M.Z ", approved on 12/08/11 and expiring on 05/26/16. • •• • j • 341me . GASC , V. E. Product Control Section 96"pervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NONIMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE �•--OPSMNG WWIDTHFORVERTICALMULL ARCHE MULLIONS I / �N.v; HCTAI `AA,O,H; RECTAI SHEETS 24 SHAPE f/ I HOR20NTAL III------ MULL LENGTH FOR ?EFmNo HORIZONTAL SEE DETAIL E,—SHEETS ,SHHEETS SEE OETALL8 BHETMEIR82 ; _- 1 SEE DETAIL PROIUCTS MAY iom BHEET824 f/ I HOR20NTAL III------ MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: SINGLE MULLI01 SEE CORRESPONOIING DETAILS FROM FIGURE 1 ABOVE i • • • • • GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE N ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICALAPPLICATIONS ARE SHOWN. EACH SITUATION 13 UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS 18 CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS 'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 114' FROM THE CUP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE US STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR WEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE W THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL4M3; ELCO ULTRACOWAGGRE-GATOR NOA'3; ANSIAFBPA NOS FOR WOOD CONSTRUCTION; ADM -ALUMINUM DESIGN MANUAL 9) MULLIONS AND CLP3 HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE WHZ. FOR ?EFmNo HORIZONTAL SEE DETAIL E,—SHEETS ,SHHEETS FOR FENESTRATION PROIUCTS MAY iom BEOFANYTYPE. ' MUST BE MANUFACTURED oFENINOYnDTH FCR VER116AL MULL BY POT. MULTIPLE MULLIONS /SEE DETAILS aA,o,H; SHEETS 24 HCIVWWAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: SINGLE MULLI01 SEE CORRESPONOIING DETAILS FROM FIGURE 1 ABOVE i • • • • • GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE N ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICALAPPLICATIONS ARE SHOWN. EACH SITUATION 13 UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS 18 CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS 'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 114' FROM THE CUP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE US STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR WEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE W THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL4M3; ELCO ULTRACOWAGGRE-GATOR NOA'3; ANSIAFBPA NOS FOR WOOD CONSTRUCTION; ADM -ALUMINUM DESIGN MANUAL 9) MULLIONS AND CLP3 HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE WHZ. • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • s •• •• • • • •• •• ••• • • • ••• • • GENERAL NOTES_.__..»..._»._.1 ELEVATKINB.......»._..__..._�__..1 MULL TO 2X WOOD..--- 2 MULL TO 1X 8 MASONRY--- 2 INSTALLATION NOTES............».. 2 MULL TO MASONRY_...»......_...._ 3 MULL TO STEEL STUD_—- MULL TO MULL -___-3 ANCHOR SPECS......».»»._»».._ 3 ALTERNATATE CUPS __4 BAY MULL INSTALLATION... --»_».4 1 X 2 X.128 MULL IX 2 X.375 MULL SPECS......._... 0 1 X 2.76 X.376 MULL SPECS......_.7 1 X 2.75 X 35 MULL SPECS..—.S 800 1 X 3.128 X.MULL SPECS..._._5 1 X 4 X .128 MULL SPECS..._.._.» 10 1 X 4 X.378 TUBE MULL SPECS.._ 11 1 X4 X 376 T MULL SPECS- 11 1.28 X 3.1 S8 X .26S MULL SPECS..12 2 X 4 X.25 MULL SPECS.„........... 13 2X 6 X 26 MULL SPECS._.___._ 14 128 X 2.11 X.126 MULL SPECS_ 15 36' X 326 SAY WILL SPECS_..._. 18 461 X 326 BAY MULL SPECS .17 MULLION 8 CUP DI fli4Ii N3._..18.20 EXAMPLES182........_.........«_..21 LOADING EXAMPLES.____._.22 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR' OR-TRIANGULAWMAPEZOIDAL'. 4 FWD THE CHOSEN MULLION'S MULLION CAPACITY B.BSWM FROM TABLES 1A THROUGH 13A, ON SHEETS 5 THROUGH 17 PRODUCE a compL7inSu11k01eNOW n RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDNG IF THE MULUON 18 SPANNING B56ding�de VERTICALLY OR HORIZONTALLY), THE MULLION CAPACITY ILBSIFT'1 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE Accepfenw No REQUIREMENT D.BSlFPI FOR THE OPENING OBTAINED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE N THE NEXT COLUMN/NCHOR CAPACITY REQUIRED (.881. THIS nA Contm' VALUE REPRESENTS THE WNDL.OAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.lip 11117 1 I I!!!/j 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE �� ON .. • • • •• .1�! ��i ANC HORISUBSTRATEIANCHOR-CUP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED �� '��;� �,\G Sr;' '• ; �i� ANCHOR CAPACITY IS MET. �: • •k ` * � No. 58705 7) IF THE MULLION CAPACITY (.BSM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT FOR TIE OPENING, YOU MAY USE THE 'ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY _ REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE '" »O :�slw :S) VERIFY THE DESIGN PRESSURE RATING (LBSIM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL�Q ••' ii'A '•,.,PIORtOP.•�1•ji�� MULLION CAPACITY OJ391F'f'1 OBTAINED FOR THE MUE.t10N SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE i �` 9) HIGHLIGHT OPTIOMULLED NUSEDPRODUCT SE VALUES USED IN A SPECIFIC APPUCATLON WHEN USING THIS NOA TO APPLY FOR A PERMIT. 'A.BLY.� /�' NAIi�" P.E. A. LYNN bIILL�R, P.E. FL P.E.# 68705 I--HOAQMf10.i.LENGTH—�j ?EFmNo (EIGHT FOR iom MULL �ENla IM FOR VERTICAL MNLL oFENINOYnDTH FCR VER116AL MULL MULTIPLE MULLIONS • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • s •• •• • • • •• •• ••• • • • ••• • • GENERAL NOTES_.__..»..._»._.1 ELEVATKINB.......»._..__..._�__..1 MULL TO 2X WOOD..--- 2 MULL TO 1X 8 MASONRY--- 2 INSTALLATION NOTES............».. 2 MULL TO MASONRY_...»......_...._ 3 MULL TO STEEL STUD_—- MULL TO MULL -___-3 ANCHOR SPECS......».»»._»».._ 3 ALTERNATATE CUPS __4 BAY MULL INSTALLATION... --»_».4 1 X 2 X.128 MULL IX 2 X.375 MULL SPECS......._... 0 1 X 2.76 X.376 MULL SPECS......_.7 1 X 2.75 X 35 MULL SPECS..—.S 800 1 X 3.128 X.MULL SPECS..._._5 1 X 4 X .128 MULL SPECS..._.._.» 10 1 X 4 X.378 TUBE MULL SPECS.._ 11 1 X4 X 376 T MULL SPECS- 11 1.28 X 3.1 S8 X .26S MULL SPECS..12 2 X 4 X.25 MULL SPECS.„........... 13 2X 6 X 26 MULL SPECS._.___._ 14 128 X 2.11 X.126 MULL SPECS_ 15 36' X 326 SAY WILL SPECS_..._. 18 461 X 326 BAY MULL SPECS .17 MULLION 8 CUP DI fli4Ii N3._..18.20 EXAMPLES182........_.........«_..21 LOADING EXAMPLES.____._.22 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR' OR-TRIANGULAWMAPEZOIDAL'. 4 FWD THE CHOSEN MULLION'S MULLION CAPACITY B.BSWM FROM TABLES 1A THROUGH 13A, ON SHEETS 5 THROUGH 17 PRODUCE a compL7inSu11k01eNOW n RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDNG IF THE MULUON 18 SPANNING B56ding�de VERTICALLY OR HORIZONTALLY), THE MULLION CAPACITY ILBSIFT'1 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE Accepfenw No REQUIREMENT D.BSlFPI FOR THE OPENING OBTAINED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE N THE NEXT COLUMN/NCHOR CAPACITY REQUIRED (.881. THIS nA Contm' VALUE REPRESENTS THE WNDL.OAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.lip 11117 1 I I!!!/j 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE �� ON .. • • • •• .1�! ��i ANC HORISUBSTRATEIANCHOR-CUP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED �� '��;� �,\G Sr;' '• ; �i� ANCHOR CAPACITY IS MET. �: • •k ` * � No. 58705 7) IF THE MULLION CAPACITY (.BSM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT FOR TIE OPENING, YOU MAY USE THE 'ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY _ REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE '" »O :�slw :S) VERIFY THE DESIGN PRESSURE RATING (LBSIM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL�Q ••' ii'A '•,.,PIORtOP.•�1•ji�� MULLION CAPACITY OJ391F'f'1 OBTAINED FOR THE MUE.t10N SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE i �` 9) HIGHLIGHT OPTIOMULLED NUSEDPRODUCT SE VALUES USED IN A SPECIFIC APPUCATLON WHEN USING THIS NOA TO APPLY FOR A PERMIT. 'A.BLY.� /�' NAIi�" P.E. A. LYNN bIILL�R, P.E. FL P.E.# 68705 DETAIL A: DETAIL B: ON ° MULLION TO 2X WOOD BUCK M=CN MULLKN4 ATTACHED TO euclamp �suerHOFt fE 4 OR WOOD FRAMING OOD BUCK AND MASO Y AND ACHMENT (OFFSET CLIP SHOWN) '\(STANDARDCUP SHOWN) SY SEE SEE TABLE81e tBe SEE NOTE I, I MULLION . _ - I SHEET 1. $ 4 Z N 2 SEESHEETS b b I F MIN 2.7 KSI ' 80a O EITHERTHE I I 1830FORHOEE .q f I CMOWMORCMU' �'DISTANCE, 3 TA 8TANDARD OR - .d a I' LOCATIONS a e _ 'I .,1 SEESEETABLES N OFfBET MULL E00@ as I FIM DISTANCE 18-108 (Y CLP MAYBE i DISTANCE a I . ° FOR MASONRY If�TALLED BY I II FOR WOOD I ARMORS W Q Tw8 METHm. d ie . 8CREY8 i ."MWFOR ° 4 - , H 1 1 SIDE VIEW Z W ° q ALL MULLIONS a d.: �' Y 0 L7 d ° ° HHTHERTHE cG - ° a' ° ' d. ° ° FSET MIA.LR Z ( a t•�i - .a e -' CUPMNYeE ry Ci 4 4. °., EXTERIOR ° °' TrBB�MBT�ro�D z O aQ . .° .a .... •Q °.• d DISTANCE d4 a < M e FOR MASONRY ARMORS EXTERIOR d4 °' y Z a _ Jo! O TYMANCHOR TYP SUBSTRATE, ANCHOR TYP. ANCHOR PER SUBSTRATE, SUBS RATE, SEE TABLES 18.108 SEH TABLES 10 -IM SEE TABLES /&108 EOOEEND DISTANCE BUCK SEE TABLES AND B��, 18-108 E :..• .•.;; . •... ATTACHMENT AND MBE' . BY OTHERS. ... . • ATTACHMENT �. .SENOTE 1. SHEET I. SEE NOTE 1. .�. i .. .... . ' !a;•: •.-o.'' SHEET 11. . . •' 1,. .t•, MN 27IC91 CONCRETE OR CMU • N:': .%��`'` FRONT VIEW P1tODucTRrrnsBD SIDE VIEW FRONT VIEW S INSTALLATION NOTES: . MiamlDadeP uctCaBro 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. '411111 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ��N`ON 1.YNAN ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE .� T�: • V\CENSE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTEMOR CLIP MAY BE USED. * ' No. 68705 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HE MEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 9 I. 151 STA ,0 6) FOR MASONRYAPPLICATto8% MA&&Uto,USE*"MIituUDADECOUNTY APPROVED �iO'��'•.�CORIOP. ELCO ULTRACON OR ELCO 'IrFS.S. AGGREOATWiA' MNIAY ANCHORS• �i S E� • • • • • • • • • • A. N P.E. • • 000 • • • • • • • CMN6 FL P.E.# 5870 P.87D6 • ••• • ••• • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • 0:0 • • •• •• • • ••• •• • •• •• • DETAIL C: DETAIL E: MULLION TO MULLION ® p NN' INTERSECTION NOTES j '128 3 MULLION DIRECTLY ATTACHED TO U -CLIP C3~a� MASONRY STRUCTURE MULuoN ( ) 1) MAY BE INSTALLED IN 7W OR -CROSS' ffi ]� (STANDARD CLIP SHOWN)-� VANES INTERSECTIONS. p y , y+ 2) MAY BE INSTALLED HORIZONTALLY I I 1 TYP. ANCHOR (SHOWN) OR VERTICALLY. EITHERTHE 1 PER SUBSTRATE, 3) SEE DRAWINGS. SHEETS 18.20 9 ,Q STANDARD i i SEETABLE818408 OFFSET MULL TOP VIEW FOR CORRESPONDING MULLION. Z CLIP MAY BE MWALLED BY II EDGE FOR � MULL10N x THIS METHOD. I I I < ANCHORS VAR[EB�-1 012 STEEL SORMNS, /—BEVORRIMORPREDRILL MULLICNANDUSESMS W c n c EXTERIOR d" d MULuoN O 4 n S L EDGE DISTANCE ANCHORSa / c? FOR MASONRY < _ � _ c �. d U-Cup a O z 8 m ' EXTERIOR t r TYP.ANCHOR'd 4 z BSj PERSUTRATE, . Q n O L SEE TABLE8IB•14B PERSUTYP.ANCHORSTRA BEE SHEETS LOCAVONS O O PERBUBBTRATE, HOLE LOCATUN48 BUCKBTRIP I BEE TABLE818.108 AND FRONT VIEW ol STAANCECE F- y Q ATTACHMENT SEE TABLES _._�,::_¢� q e 8E8 NOTE 1. .• ... •a _ 1&16B („) Z Q EDGE " SEE NZ. SIDE VIEW x x MIN7-7KSICONCft-MCRCMU MINUKSICONCRETEOROMU t18.10B E FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) lldS'fALLATION NOTES: e mucTIrAE' TYP. ANCHOR 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PER SUBSTRATE, BEE TABLES 113-108 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESEWT'ATION SEE SHEErs PROD[7I RVal EVISED ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE 18-20 FOR as comPlOn Florida DBRdh%Cads .T�•'' CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER 70 THE TABLES ON THE `� LOCATIONS gccePtanca No 3 1c7. FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. �`I7mt4 idea MALM 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HWEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.tieAt Dad4PmducLb) FOR MASONRYAPPLICATIONS IN MWMI-DARE COUNTY, USE ONLY MlAldl-DRDE COUNTYAPPROVED ITANCE `��Qp1�. L,,,, • 4flELOOULTRACONORELCOV4'S.S.AGGRE43ATORMASONRYANCHORS. R87EMSTU13STFWMRTHM SEETABLEs � •� .•�CENSFFRONT VIEW�A2cw�SACKER��USED uto t6108 ' • � ATTACHMENTBYOTHERL ` No. 58705 EXTERIOR USE MOD ANCHOR SPECS SIDE VIEW / t NOTES: '0 K 11 15 r3 4 • • • • • • • • • • • • 1) FOR 2X WOOD -SACKED STEEL STUDS, WOOD �� ••• S'�f/` • • • • • • • • • ANCHOR VALUES MAY BE USED. ��'�� '• .AZORIOP. ' G. • • • • • • • • i • • • • 2) SEE CORRESPONDING MULLION TABLES, S'ftNA� ""Piz. • • • • • • • • • • • • SHEETS &17, FOR QUANTITY OF SCREWS. A. LYNf�j 1MILAL�R, RE. FL P.E.# W705 • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• •00 • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL F: FIELD -MODIFIED MULLION CUP (F -CLIP) BEE DETAILSAA \ SHEETS 2AND 3 PORWSTAUATION y� TOSPECIFICSUBSTAATES. SIDE VIEW SHOWN WITH I*XCX.12V MULLION DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30' OR 48 SAY MULL I O O Z- 0 O TOP VIEW s TYP.ANCHOR PER SUBSTRATE, BEE TABLES 128 OR 13B EXTERIOR. V' rxs-ANBLECLw. r2 PER MU W �I END, MIIBT BE INBTALLED INSmE OF B B.E 1Y STEEL, ALUM INTO INTO WOOD, STEEL, STANDARD CAB' TO BE EXTERIOR OR MASONRY EXTERIOR ALUM, CMU OR MASONRY MODIFlEO IN41". EMO Ep060�tN -®'� "'�- ®�ISED ail mplYw f3ilblhoFlmldc PERAµON� F OcseP a3ilw�po j,�. D ALUMC ® I ® 1NTWOCRMU,STEEI, I D3! _ D ® ® ORBY MABONRY J. EOOE RO, DISTANCE MiOmTedaProductCOAuu PER ANCHOR EM A--@- - — 9 E PFRANCHHOR O NOTE9 FOR INSTALLATION OPTION 6 & H: ��yY LYNN NOTES FOR WS7ALLATXIN OPTIONS F. 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. \� aOENSF FQ i� 2) DETAIL G: SEE TABLES IB -I18 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE = * : N0.58705 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.23' X 2.11• X.12G MULLION. LOCATIONS.' 2) SEE TABLES 18-108 FOR ANCHOR QUANTITIES AND SHEETS 15-20 FOR HOLE LOCATIONS. - O '•� T •• ••• • • • • • •• 3) DETAIL H: SEE TABLES 12S OR 13B FOR ANCHOR QUANTITIES AND SHEETS 1820 FOR l O �$ 1 3) THE 2X3 CLIP IS NOT SUITABLE FOR THIS APTRICATION. • • • • • • • • HOLE LOCATIONS. STATE Of ; ��1J\ • •• • • • • ••• • FL P.E.# 38703 • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE SA TARI F 8R • Mullion CapaeBy Table pbsffi) Anchor Capitally Table (His) • Oponing Wiith gorverOcdyspaming nuAons) orOpenhm Height par toftea Q+j span ing rrpAons) ••• • • 60 to 60 in 701n 801n so In 1901n 1201n 1401n 16D In &16'F1eo 1/4`SS000 0108teel •128tes 9128tea &1fa= AVAwTyp: 3110•EI4euuaaon ItrecoUtfawn 5110' Ek* StirEfeoUUatat 114 EieolAfae4n u0eM AVeSetor Sae21(G6) Soreal(O8) SMW(85) iteolangAm nepTdang. Reeterr9laer TmyVfdang. 9da+ TragTAat•. Realmg�lnr Treprfdmg. Rmlengaim Tia#rden8. l�Qe�lar TreptMeng. ReOletlgWer heplrrlenB. Redm•Wer heltlTdertg. ReWm�9nier TrePnd�B 1 x4 x.126 Loaadng Loaft L -ft Loaft LWAV Waft LeaMB Lomanp Lomfla L*mAv Loafing loafing Loaft LoaAn9 Loafing 1.0aft Loafing L -ft Tube MaOlon 0.64' 0.324' Embedment## 1.314• I -W4' 13x4 1Sr4• r t -1K• i-10.• 111 1 VIM' • • 0 170.0 820 170.0 438 170.0 744 170.0 478 170.0 BBB 170.0 808 170.0 902 170.0 618 170.0 1118 170.0 821 17%0 1240 170.0 00 170.0 1466 170,0 521 145.0 1489 170.0 621 127.8 1468 170.0 621 O.C. 1 SWftd CUP (FTl. t ort} 3Wgs E421n 48N 170.0 709 I t70.0 624 170.0 00 1170.0 864 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 17M 170.0 877 188.3 1303 170.0 6801309 1303 1700 BID 111.7 1303 170.0 660 07.7 1303 170.0 880 740 ma 60926 k1 IMO 747 170.0 863 trek 888 170.0 831 170.0 1048 170.0 884 170.0 1188 170.0 723 150.1 1238 170.0 747 140.5 1238 170.0 AS 117.1 1238 170.0 768 IOOA 7736 170.0 750 87.8 1239 170.D 788 700 ft 64 In 170.0 707 170.0 612 170.0 968 170.0 691 770-0 1118 170,0 784 164.4 1189 170-0 803t37.2 1188 170.0 BW 1234 1168 170.0 886 102-0 1168 170.0 861 68.2 1158 170.0 881 0.2 1188 170.0 881 BON 170.0 889 170.0 701 186.7 1042 170.0 707 t429 1042 181.1 832 125.1 1042 140.7 8111 111.2 1042 36.8 801 100.0 1042 1302 791 83.4 1042 128.1 782 7L6 1042 12153 782 62.8 1042 12&1 782 WA 63 In 170.0 930 170.0 745 161.2 992 183.6 818 1299 002 140.4 799 113.4 882 131.0 782 100.8 992 121A 788 80.7 8922 114.8 786 78.8 892 108A 745 64.8 982 10&0 744 8&7 882 I.744 68 N 168.4 047 170.0 789 137.8 047 148.0 780 118.1 947 1304 766 103.4 047 117.7 782 019 847 108.7 738 82.7 047 1022 727 689 947 08.1 713 59.1 647 04.0 711 61.7 047 94.0 711 1780@3 72 in 1339 849 142.7 737 1132 949 121A 722 070 940 108.9 708 84.0 049 90.4 898 76.5 849 W.7 888 079 849 82.7 876 We 849 7&3 890 409 60 726 662 428 80 72.4 861 23H Ws 682153 840641 1120gt3O Amhw(2V FAh O.C. 1(2)218 Art91e CU1s (F(q.8): 1170 Ws 1170 Ws 10208s 234083 2844% 76 In 1169 762 120.7 886 02.8 M 90.0 840 722 762 80.0 829 842 762 742 M 9&3 762 1028P474 67.8 7b2 692 813 4&1 762 629 804 41.3 782 59.9 BW 38.1 T82 5&4 W9 978 Ws 76 In 108-0 720 111.4 04 89.0 770 949 7&3 724 02.9 609 889 724 744 690 m.4 724 68.1 891 63.4 724 83.4 8113 440 724 67.3 673 3e2 724 84.3 687 330 724 0b 668 WA Bola 80.8 643 me 483 5&O 60 80.T 40.7 6,C/ 620 488 43.8 613 4T.1 458 38.8 543 429 452 34.8 643 399 446 29.0 50 349 4S8 10.8 649 321 490 21.7 643 30.7 426 WA 981n 57.3 476 589 427 47.8 470 0.7 409 478 432 N2 35.8 478 388 406 319 478 34.8 400 20.7 478 320 895 239 470 M.1 388 20.5 478 2&81001n WA 280W3 WA 4x3 3" 41.1 341 339 377 349 209 377 30.0 330 0.2 377 289 326 224 377 24.0 321 20.1 377 220 317 18.8 377 18-0 310 144 977 1T.1 301 420 WS B60Ibs 111 to 37.1 357 379 323 30,9 357 31.0 316 289 357 279 313 232 387 244 300 208 357 72.0 305 189 357 20.1 301 16.4 397 170 284 WA 380 Ws WA 120W 29.3 300 78.8 270 24.8 308 2&1 274 21.0 308 21.7 270 18.3 308 192 2" 18.3 306 17.3 203 WA 882 W3 840 W0, 1120We t44 In 17.0 212 172 1 196 TARI F 8R NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE S: TABLE NOTES:. • • • • • • • • •F •1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL • • INSTALLATION 2) LINEAR INTERPOLATION B ETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES FIGURE 5: FIGURE @ FIGURE 7: TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • • S • • • • • • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•9D. WOOD SHALL BE PRESSURE TREATED YELLOW • • • • • ANGLE CUP (FIGURES 6&W) MUST BE USED IN PAIRS • • • • • • • • • SOUTHERN PINE MINIITHMUM M RDEO OF 0.65. ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM O BE THICLEAST STEEL • • • • • • • • • STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE). STRUOTURAI. STEEL TO BE AT LEAST .12b" THICK • • 000 • • • • • • • AND A3& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL • ••• • ••• Anchor Capitally Table (His) • ••• • • Am'w GNP Pettema Sulstrele 2.70, CMMW 13Ak Cam. I •• • • HOROW cmu FOed CMU I PTY7000 wal &16'F1eo 1/4`SS000 0108teel •128tes 9128tea &1fa= AVAwTyp: 3110•EI4euuaaon ItrecoUtfawn 5110' Ek* StirEfeoUUatat 114 EieolAfae4n u0eM AVeSetor Sae21(G6) Soreal(O8) SMW(85) • • Eggs l2sfaneaM t• 2.112' t' 2.112' 3118• 1• 2-tlr 1• 2.12•3.118' ••• • 2' 0.48' 0.64' 0.324' Embedment## 1.314• I -W4' 13x4 1Sr4• r t -1K• i-10.• t-0/4• VIM' • • 0 1-014• 2' 1.318' 1.318' 00 We 4) 2Amhos 8478' O.C. 1 SWftd CUP (FTl. t ort} 3Wgs 39D We 460 Ws 690 Os 1 ma 270 Ike 2MU4 SIX rs 740 ma 684 Ins 1182 W3 MOM 420 Ws 680Ws 4AImhm 022V Min. MQ16tandmd COP(Rg. B): 70023 700 ft SSOW3 1410103 MMS WA 580WO WA 830 Ws880as WA 662 We 540160, f0lbs 8Ardw®1.18'N&0.0./StandardCop(Rg.4} 980Ws 1400 We WA WA WA WA 780153 WA WAWA JWS WA 1304It 1888We 2240 FA 4AnOM03' Min. 0.0.1(2) 215 A480ips (Fig. 780 Ws 180 ft 900101 1780@3 S2888s 640 Ws 660 res 708W3 1480 Ws1328IOs 23H Ws 682153 840641 1120gt3O Amhw(2V FAh O.C. 1(2)218 Art91e CU1s (F(q.8): 1170 Ws 1170 Ws 10208s 234083 2844% SLOWS 840 Us WA 114OWS 132D Ibs 350(bs 978 Ws i2SOMS 1880 W5 WA WA WA WA WA WA WA WAWA WA WA WA 1432 Ws I 2Amhme 0228' MN. O.C. J F -Up ft UP 350Ws 3110 Ws 280Re478 WA 280W3 WA 918 440 Ws can 32Bgs 420 WS B60Ibs 4 kwlms 01.15• W A O.C.I F-CSp ft Sj: 460 Lbs 700IDs WA 180 WA WA 380 Ws WA WAWA WA 882 W3 840 W0, 1120We NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE S: TABLE NOTES:. • • • • • • • • •F •1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL • • INSTALLATION 2) LINEAR INTERPOLATION B ETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES FIGURE 5: FIGURE @ FIGURE 7: TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • • S • • • • • • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•9D. WOOD SHALL BE PRESSURE TREATED YELLOW • • • • • ANGLE CUP (FIGURES 6&W) MUST BE USED IN PAIRS • • • • • • • • • SOUTHERN PINE MINIITHMUM M RDEO OF 0.65. ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM O BE THICLEAST STEEL • • • • • • • • • STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE). STRUOTURAI. STEEL TO BE AT LEAST .12b" THICK • • 000 • • • • • • • AND A3& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL • ••• • ••• • • ••• • • • • • • • • • •• • • • • • • • • • •• • • •• :0.0. ••• • • • • ••• • • • • 0 • • • • • • • 1111111111! ' No. 58705 %�•' STA ES f3 •((/�: ,S/oNAL1.ti_``� A. LW IN1MILtLtry P.E. FL P.EJ 68705 TABLE 7A MWIon Capaoft Tabs Bh6 Opening Width ((or veAlceUy41pazi9rg minors) or Opening Height (for h3dmtde*spanrlilg ImOons) Sol" Mln 701n Mln Born 100 In mt. 1401. iM in neota >ar VepRdang. tieotmr9afar TrepRdang. Reofangufer TwpR4arig. ReolanBdm 1FapRdang• Redmmtier Twplldm R.Isnpfer Tw#T110n Reolar•uiar Traplydene. nectenOWer Twp/Tdm1g. Reo1el�Wm TwplTdang. 1x4x.378 Loadn9 Loaft L..ft L. -ft Loa" Loaft Lw(fm Laadap I.0a4ng Loaft Lada9 Lars I.oedng Loaft Lwft Lowing Lnedtn0 Load55 Alum. Tuba vr muillon 42 in 170.0 820 170.0 1 436 11170.01 744 170.0 478 t70.0 888 170.0 608 170.0 882 170.0 618 I= 1118 170.0 621 170.0 1240 170.0 621 170.01 1488 170.01 521 170.0 m5l 110.0 821 170.0 1$831170.0 am 481. 170.0 708 170.0 624 170.0 860 170.0 6H 170.0 902 170.0 830 170.0 1133 170.0 681 170.0 1276 170.0 877 170.0 1417 170.0 880 770.0 1700 170-0 680 170-0 IBM 170.0 880 181.6 2004 17"'0 880 W MIn 170.0 747 170.0 8113 170.0 880 170.0 031 170.0 1046 170.0 884 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 760 170.0 1703 17"'0 788 100.0 IMS 170.0 788 135.5 1019 170.0 766 Kin 170.0 797 170.0 012 170.0 968 170.0 691 170.0 1110 170.0 764 170.0 1276 170.0 On 170.0 1434 170.0 837 170.0 1594 170.0 868 logo 1798 170.0 881 137.1 t799 170.0 881 120.0 1799 170.0 681 601. 170.0 868 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1884 170.0 888 155.5 t6r0 170.0 1093 128.6 1810 170.0 1063 Iit.0 1618 170.0 1003 07.2 1819 170.0 1063 PTV400d 6361 170.0 830 170.0 745 170.0 1118 170.0 ON 170.0 1302 170.0 M 170.0 1468 170.0 1015 150.7 1542 170.0 1076 141.0 1542 170.0 1122 117.8 1672 less 1188 10!1.7 1042 787.9 1197 88.1 1642 1079 1157 Anchor COp Padatrs BBN 170.0 874 170.0 755 170.0 1189 170.0 803 170.0 1384 170.0 1002 160.8 1472 170.0 loge 142.8 1472 16LO 1148 128.6 1472 16&8 1130 UP.1 1472 147.6 1108 81.8 1472 140.0 1104 80.3 1472 148.0 1104 114• llco Ukaan 72 In 170.0 1063 170.0 878 170.0 1278 170.0 1055 150.6 1320 188.2 1101 188.0 1320 7488 1082 117A 1320 137.6 1066 105A 1320 128.8 1049 883. OM 117.0 1024 78.4 1320 1126 1013 55.0 1720 1189 1012 V41ElcoUMlaam 7601 170.0 1122 170.0 037 t49.6 1184 169.4 1013 1282 1184 139.0 894 1122 1184 155] 978 00.7 1184 118.3 9114 SU 1184 fO7A 862 74.8 1164 07.6 Me 84.1 IIN 83.1 927 8&1 1184 823 830 Edge aslanle 78 fn 186.1 1124 170.0 067 138.4 1124 147.0 555 118.0 1124 1288 047 103.8 1124 115SI 931 72.3 1124 toss 916 83.0 1124 98.6 906 722 1124 80.0 880 89.3 1124 84.3 881 819 1124 032 878 r so In 108.1 644 111.6 755 90.1 BN 94.3 738 77.2 644 821 724 679 $44 73.3 712 55.1 844 880. 702 54.0 $44 61.4 693 463. 844 612 678 36A 644 50.0 688 33.8 844 47.7 602 1• 98 In 89.1 742 01.6 883 74.2 742 772 862 838 742 672 04t 55.7 742 69.8 631 49.6 742 84.1 822 44.5 742 40.6 614 VA 742 43.0 800 313. 742 38.0 490 278 742 37.6 684 24W 10810 828 655 63.8 630 02.1 089 636 &H 44.7 686 Al We 41.4 806 349 668 37.3 496 31.3 888 342 492 20.1 886 28.8 401 228 688 29A 472 199 688 24.7 466 Y 11t N ma 655 me 000 4&0 088 40.6 403 412 655 5W 38.0 455 92.0 556 34.2 473 288 666 91.3 467 24.0 636 27.1 457 209 666 23.3 448 Y8.0 667 22.4 442 132C !3 -31L -2 - ME)In 46.8 475 48.4 433 3&0 47a 3B.0 428 328 476 476 28.8 414 28.3 475 26.8 409 228 476 24.6 404 181441. Embedmaga 1-V4' 28.4 330 28.7 355 713. 390 224 301 18.8 330 330 17.0 281 1.914• TABLE 7B AVJYOI m.mI rVR1YlV- CAP.,,,,-) a ANCHOR CAP USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED"CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE S' FIGURE 9: TAffiE NOTES. 9) SEE SHEET 1 FOR INSTRUCTIONS ON USING 711E TABLES AND SHEET 22 FOR INFORMATION • • • • • • ; : • • ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS FIGURE b. FIGURE 8: FIGURE 7: SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, Im 4) SUBSTRATES:- CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW A14D • • • • • • : i • J6 • • • • •• CONCRETE SHALL CONFORM TO ASTIVI M. DD SHALL BE PRES8ANEDOWSOUHEERNIEWIHANM • • D BA TKS TO AMIMMIN GRADE ao AND .05 ANGLE CLIP (FIGURES 6&8) MUST BE USED IN PAIRS• ••• • THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.12W THICKAND A38. ALL ANCHORS • • 000 • • • • • • • INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. • ••• • ••• • • • • • • • ••• • • • • • • • • • • • • • •• • • •• • • •00 ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • It se LYNN �,ICENSF •.F.p '� ` No.58705' 15 1503 �Q�t• STAE .••�(/� S � A. OWN IWLGW P E. FL P.E.# 58708 Anohor Cepaotty Table (81s) substom 2.rK Cmcfete 3.6k Cons mcmu FMW CUU PTV400d 670701 Anchor COp Padatrs Anchor Tp1m 9/18• Eko Ulrecm 114• llco Ukaan 858.1811 Ulmml SJ98• Elco Uifacon V41ElcoUMlaam Or SS 1110 8118.1111 114.9812111 1106th gt28ted •128teal AWOO t6r Laws h AW009tor ftM(06) eOMM SM(06) Edge aslanle P 2-11Y r 2-vr 3178• 1• 2.112• r 24W Y &1!B• Y 84• 132C Embedmaga 1-V4' t314• 1.914• I -V4' 21 1-vr 1-11r 1-tw 1-111• f4w 1-114• 2• .378' (oft ago 4) 2ARftm@4a0'Mh O.C. l Mmadmd CMp(Ft Ito =Rm 320I1s 455 tbs 72016* 1644 Us 270•* 2MIbs 3548w 740 On 08 Its 6640* 1182om 0Os4 Aedw Q 226. WL 0.0. / 6tm ftdClip (RB• 3) 772 Os 70010$ 88018 1410lbs 962 Do WA 672Ms WA 8300$ WA mms WA 0 fbe 11201ba 8And=@t.iSMM.0.Q/8�rdC1[Pft.4). BMths 1400Ma FOA WA WA WA 7MRm WA WA WA WA WA -22901ia $MANA 4ArdW@TWM0.0./(2)218AagteC2lps(FIgR 7M ra 7MOs 9W@s 17M los 328SMS 540 On 6MIbs 708@$ 14MI)s WBOs ISM s 2384 Bs ftaAndmw($3 Alin. O.C./(2)208Ar4a CQps (RB. 117028 1170 @s 10200• 2860 ms 280400 810ms 8550$ WA 11400s 1404 Mp 1372 as 3546W MMS 1680 m0 4 Andlws 00.46 MOL RG I Dip, tato IW ARM g7B• WA WA WA NN FOA WA 693. WA WA WA WA FOA WA 14S216s2 Wm02.2V Mht O.C./ F•Wp(Fl9. B}: 355ID* 372 ibs '720@9 705Ibs 478rm WA 2M@a WA 318@$ Oft 44OWS Olbs m* Nobe 4 Anobae®1.1VMIM 0.C. I F431P ft SM47270.$ 70010.$ WA WA WA WA 986N* WA WA WA I WA WA 062@8 mum 112als AVJYOI m.mI rVR1YlV- CAP.,,,,-) a ANCHOR CAP USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED"CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE S' FIGURE 9: TAffiE NOTES. 9) SEE SHEET 1 FOR INSTRUCTIONS ON USING 711E TABLES AND SHEET 22 FOR INFORMATION • • • • • • ; : • • ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS FIGURE b. FIGURE 8: FIGURE 7: SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, Im 4) SUBSTRATES:- CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW A14D • • • • • • : i • J6 • • • • •• CONCRETE SHALL CONFORM TO ASTIVI M. DD SHALL BE PRES8ANEDOWSOUHEERNIEWIHANM • • D BA TKS TO AMIMMIN GRADE ao AND .05 ANGLE CLIP (FIGURES 6&8) MUST BE USED IN PAIRS• ••• • THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.12W THICKAND A38. ALL ANCHORS • • 000 • • • • • • • INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. • ••• • ••• • • • • • • • ••• • • • • • • • • • • • • • •• • • •• • • •00 ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • It se LYNN �,ICENSF •.F.p '� ` No.58705' 15 1503 �Q�t• STAE .••�(/� S � A. OWN IWLGW P E. FL P.E.# 58708 i % r Mullion POT Part# I Std. Clip OlfsetClIp U•Clip , i ......... ,. %i i . --- .............. 668113M 66611 IBM 686243M ---------- I 2.126' UCLP I 6083-T8 ALUM. .120XSECTION I � -►1 .740' F- .378' 312P 6.600r _CUT HERE TO , .376° CREATEF'CLPBEE MW. MW. DETAILFSHEET4 r -------- I r ------- -I I I 1 I I STANDARD CLP 6083•T8 ALUM. Z TER OF ANCHOR HOLE MUST LIE TOPVIEW I971 THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXBdUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +1118'. 6.600" .376' .376' MIN. MIN. __-___--___.� 1 I DO I I 1 I I 1 I I 1 1 I I I 1 I I I I I I I C OFFSET CLP .12W6083.78 ALUM. .740'- -+-1 • • • • •• • • •• ••• •• 1 .3w MIN. 6963.78 ALUM. USED FOR ALL 1' X 2' AND 1' X 2.76' MULUONS. SHEETS" TOPVIEW 11U -CLF -AL80&47876ALUM. 1'X3.126'XJW MULL ONLY, SHEET 8 TOPVIEW U•CLIP 8083-78 ALUM. 1.28' X 3.186' X.286' MULL ONLY, SHEET 12 111 TOPWEW 1' X 276' X .060' MULLION 886478 ALUM. X -SECTION TABLE 8 2X6 ANGLE CLIP 6063•T8 ALUM. 2O+ X -SECTION 125' I .376• MIN. i+ L ' 2X6 ANGLE CLP 0083-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 8.17 FOR THE ANCHOR O.C. DISTANCE. MAXOSUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1Mr. Mull Dimension (sheath Mullion POT Part# I Std. Clip OlfsetClIp U•Clip Angle Clip 1'X2` X.126` (6) 8060.5 668113M 66611 IBM 686243M 666511M V X2' X.378 (6) 8681188 S88114M 6661118M 866244M MM12M 1' X2.76" X.376° (7) 66607 6WI16M OW12DM 00245M 686613M 1'X278 X.860 (8) WM 688116M 6881121M MU46M %W14M 1' X3.126' X.600 (8) WW7M 6661116M W61114M MU42M S88615M 1.26' X3.186' X.286' (12) 6OS41M SM1117M 6881113M 688241M ME16M 126' X211' X.126' (16) 1 60370 1 WA I WA I WA SSS517M TABLE A Dimension Value nn) For Mullion: A 1.626 1'X2' X.126' AluMh= Tube Mullion B 2854 C 0.886 D 0,740 A 1.126 1° X2° X.376' Aluminum Tube Mullion B 2.404 C 0.836 D 0.490 A 1.876 1' X276°• X .376 Aluminum Tube Mullion B 3.000 C 0.767 D 1.118 E .460 Min. A 1.312 V X2.76' X .650° Alumimsn Tube Mullion B 3.000 C 0.476 D 0.838 A 2.000 1' X 3.126' X 6W amn Tube Mug B 2.637 C 0.883 D 1.137 A 2.626 1.28' X 3.188' X 286' Alum Tube ML61 B 3.202 C 0.882 D 1.762 A 1.813 1.28" X2.11` .121' Alum TUtre Mug • ••• • ••• • • • ••• • • • • • • • • • • • • • • • • • •• • • •• •00 • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • P �tllll 111111 ! LYNN o 5Q/ NoC687 O STATE OF 1(�: 70NAL I��G�� A. LYNNIIUIL P.E. FL P.E.# 68705 NOTES: }IDLE MUST UE BOUNDARY. SEE 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THUS SHEET. 'FqANO�1HpC. 2) SEE SHEETS 6.17 FOR SUGGESTED. APPROWMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. P9kMETER + Viol. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • ••• • ••• • • • ••• • • • • • • • • • • • • • • • • • •• • • •• •00 • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • P �tllll 111111 ! LYNN o 5Q/ NoC687 O STATE OF 1(�: 70NAL I��G�� A. LYNNIIUIL P.E. FL P.E.# 68705 45° BAY MULLICI 8N3 -T8 ALUM. XSECTION �I S.,�.� b'a 128' Y 2.000' I 2.128' 2.000" .12V a T L z STANDARDCLIP .125 U4A6* 2XSANGLECLIP O 6003•T6 ALUM. W83 -TO ALUM. 6083-T8 ALUM. 7 X -SECTION XSECTION XSECTION 2 — . 1' X 4' X.376' 6.800' 'r -MULLION 6083.76 ALUM. 6' CUE HERETO SECTION 'MI63.12 • �-CREATE, SHE ,SEE X MIN.OE7AIL F, SHEET 4 r --------i I r-------- I I I I I I I j1 I F T --- I F I 1 I I { I I I CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE MA)aMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1118•. .375 STANDARD CLIP U -CUP 6003 -TB ALUM. 8083.76 ALUM. TOPVIEW USED FORALL I' X 4' MULLIONS. SHEETS 10 & 11 TOPVIEW 376* 2.260• � i I ii a000• I I I I H I I I I I 1 I I 1 I .725 I GOFFSET ALUM. --- _ _ TOPVIEW NOTES: ..._ 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWIN0JWEijjWA1j2EaWR1CTIDN3OWEIAON TAISSHEET. 2) SEE SHEETS 5-17 FOR SUGGESTED. APPROXIMATE HOLE L40CATH MO • • • • • • •• • • • • ••• • 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • • • • • • • • •• ••• •• • • • •• • ••• • ••• MIN. CENTER OF r--------------------- 1 .371 ANCHOR HOLE j j MP ••• •••• ••• • • • • • • • • • • • • • • • • • •• • • •• i•• ••• 4W Bay Mull ANCHOR -----__---_ �—--------� OIAMETER+IIIV. 2X8 ANGLE CLP 6083 -TB ALUM. ZTER OF ANCHOR HOLE MUST LIE TOPVIEW KX THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1118'. Teal G r. • • • • • • • • • • • •• •• • • • •• •• 009 0 0 0 ••• 0 0 •rnaI C n DlmandonValue(in) 5.000' 376' F MIN. CENTER OF r--------------------- 1 .371 ANCHOR HOLE j j MP MUST LIE wrnRN I THE DASHED I BOUNDARY. SEE I I SHEETS 8.17 FOR WA THE ANCHOR O.C. H DISTANCE °T' MulAal MAXIMUM 2.813 ANCHORHOLE F DIAMETER: 4W Bay Mull ANCHOR -----__---_ �—--------� OIAMETER+IIIV. 2X8 ANGLE CLP 6083 -TB ALUM. ZTER OF ANCHOR HOLE MUST LIE TOPVIEW KX THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1118'. Teal G r. DlmandonValue(in) ForMulllon: F 66041M 1" X 4' X.126` G 668112M =1123M Aluminum Tube H M2.430 Mullion F 668519M 1°X4°X.37W G WA Aluminum Tube & H WA WA °T' MulAal F 2.813 30° Bay Mull F 2.876 4W Bay Mull Mull Dimension POT Purl # (sheets Mullion Bid. CUP OffsetCllp ILCIIp Angle Clip V X4' X.125' (10) 89304 606111M 6561122M 66041M U018M 1 - X4'X.375'(11) 66810 668112M =1123M 688242M 6665,9M 1'X4' X.375'1" (11) 86853 Swum 6681123M 666242M 668519M 30 Degree (18) 68849 WA NIA WA 6805110M 45 Degree (17) BOOM WA WA WA OM111M ' No. 58705 * ' to i A. LYNN MILLER, P.E. FL P.E.# 66705 TABLE E Mull Dimension PGT Part# (Shoot #) Mullion Std. Clip U-Cllp Angle Clip 2' x4° X.25° (13) 86802 66S281M ON271M 6885112M Y XO' X.25°(14) 86804 888262M 668272M (16061131A NOTES: 1) HOLES TO BE DMLED IN THE FIELD FOLLOINING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 0.000• 2'XWX.28' MULLION 6083.78 ALUM. XSECTLON .376' MIN. rL'— --If"--.12W -moi F^.126' STANDARD CLIP JT U -CLIP 2X6 ANGLECLIP 6063•TSALUM. 6003-78 ALUM. 6663-TSALUM. XSECT[ON 2.126'XSECTION 2,C 10' XSECTION .125' L .128'GZ O 5.600• 3.800•�� CREATO � �• `C I SEE DETAIL F, r SHEET4 376' MOJ 1 1 I I I ------- I 1 1 I I —I-- --- I --I- 3.43 I I I 1 • I I I • I L- STANDARD CUP CENTER OF ANCHOR HOLE MUST UE 6083.76 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW MEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR IDLE DIAMETER: ANCHOR DIAMETER+ 1116'. 5600" CUTWtE,ro 378' 3AW CREATE F -CUP, MIN. SEE DETAIL F, Tmilt r - cuccr. q- ----- - I 1 I I I I I I I I I ------ I I I -------- I I I 1 I I I I I I I 4.688' I I 1 I I I I 1 I I t I I I 1 I I -------J i i • • i i iBT/I�IDA�D cldP • • • • • • T 'VIEW • of ••• •• • • • •• • ••• • ••• • • ••• • • • • • • • Or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CENTER OF ANCHOR HOLE MUST 6-OW—L-.376'IMIN. T---------------------i I I I I I I I I 1 I 3.430' I I 1 L MIN. I MIN. 2X6 ANGLE CUP CENTER OF ANCHOR HOLE MUST UE 8063.TBALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 6.17 FOR THE ANCHOR O.C. vDISTANCE. MAXIMUM ANCHOR HOLE DIAMETER. ANCHOR DIAMETER+ 1110'. I--- MIN. .376' I I I I 1 I I I 1 I 1 1 1 I I I E t 6.438' � �--------� 6' 6.438• I I 1 I I I I I 1 I i i .375- L --------------------- I 3»` ---------------------I MIN. U-0UP 2XSANGLE CLIP 8083-T8 ALUM. 6003 -TS ALUM. USED FOR Y X 6• MULLION. SHEET 14 TOPVIEW TOPVIEW � ��,' VCENSF'•�F'p �. ` * ' No. 56705 * / =0, STA 61, � A. ILVV fd ILL P F - FL P.E.# 68706 EXAMPLE 1: SINGLE VERTICAL MULLION NOANCHORS ON IN HEAD SEE SEE FENESTRATION DETAILS, P710DUCT•8 SHEETS APPROVAL 23 THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.318' AND WILL 4 EXAMPLE 2: MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/-58.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE DBrals, FROM TABLE 3A, SHEET ?,THE 1' X 2.76' X.375' MULLION (LENGTH =108•, OPENING WIDTH = 607 MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE 13 +615.1 PSF SHEETS AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. V 3 • FROM TABLE OA, SHEET 13, THE 2' X 4' X.280` MULLION (LENGTH =108', OPENING WIDTH =On HAS A DESIGN PRESSURE OF +1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBB. NO ANISiO)�yI TNI WD-OWSW. � --II--MULL WIDTH NG WIDTH THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1W. THE OPENING REQUIRES A DESIGN PRESSURE OF +W.01-60.0 PSF. 1) INITIALLY ASSUMING THATA 1• WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72` AND THE OPENING WIDTH IS 32'+32+1• =S6•. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST DE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2414' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1• X 2.78° X.378' MULLION (LENGTH = 72•, OPENING WIDTH - 70' MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE I3+/-58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET S. THE 1• X 2.76• X.SW MULLION (LENGTH = 72', OPENING WIDTH - 70') HAS A DESIGN PRESSURE OF *72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X8 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY, FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +660.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OF 635 LBS. ALTERNATIVELY. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X C We L = 524.91.83 (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 'm Cen', THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMES AND USES A CONCRETE HEADER AND SILL., THE WINDOW FRAME DEPTH 13 2-313°. THE OPENING REQUIRES A DESIGN PRESSURE OF +M0145.0 PSF. < FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A P WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32'+7Y+1`=108' AND THE OPENING WIDTH 13 30'+30'+1' =77. REFERENCING SHEET 22, Q ; THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.318' AND WILL EXAMPLE 2: MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/-58.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE MULL"IDTM-ir FROM TABLE 3A, SHEET ?,THE 1' X 2.76' X.375' MULLION (LENGTH =108•, OPENING WIDTH = 607 MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE 13 +615.1 PSF {W D: 2 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. V 3 • FROM TABLE OA, SHEET 13, THE 2' X 4' X.280` MULLION (LENGTH =108', OPENING WIDTH =On HAS A DESIGN PRESSURE OF +1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBB. Q g FENESIM710N h BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2` TO THE WIDTH E THE MULLED UNIT. THE ADJUSTED OPENING WIDTH IS 3'+38'+2'=74'. NOT 77 AS PREVIOUSLY 7 �- PRODUCT'S ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE W WDGW WIDTHS MAYBE REDUCED TO MAINTAIN • • •••000 APPROVAL -,THE 73' DIMENSION (35.172•+35.1JY+2'=73'). 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED VEK WALT I CONCRETE HEADER AND SILL ARE 8` WIDE. IF THE MULLION CUP 1A�RE TO BE CENTERED WITHIN THE ('. CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EEE DISTANCE MULLION -� BEE .` Sq? - USING THE STANDARD CLIP WITH (8) 3116' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-11Y GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH 13 GREATER, AND LENGTH DETARS. DEraaE, THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. • • • a OPENING SFHEETS23 SHEEr3 FOR THE HORIZONTAL MULLIONS: • •• HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A Y X 4X.280' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MUi.LION3, ALTERNATIVELY, ANOTHER •• HH X MULLION TYPE COULD BE CHOSEN. FXODUCTREIVISED, comAI91S9 with lMB Worlds 0 4111104111 1) THE MULLION LENGTH 13 38' AND THE OPENING HEIGHT IS 32'+7Y+2' =108'. REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDAlfU IANGULAR LOADING MAY BE ufldlog Code USED. FROM TABLE 9A, SHEET 13, THE 2' X 4• X.260' MULLION (@ LENGTH - 42`, OPENING HEIGHT =120') HAS A DESIGN PRESSURE OF +1-170.0 PSF WHICH EXCEEDS THE / c No •J7�y`?• REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. P SEE OS � 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AIJD CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8` yIDA 1 " 2a WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THEW, CARE MUST BE TAKEN TO MAINTAIN THE FASTENEROPS 'S EDGE DISTANCE. USING THE 2X5 ANGLE MM ICO°PI j°V 1j, DWITH (4) 3118' ULTRACON ANCHORS AT AN EDGE DISTANCE OF V GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER, AND THEREFORE SUITABLE. FOR THE REQUIRED \7771 IV 1A, ANCHOR CAPACITY OF 621 LBS. • H---�11� • ��' t1i0PEN1NGWIDTHP0RVERTICAL=j 4) FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF S21 LBS. TABLE 9B FOR THE U -CUP SHOWS THE ANCHOR EN •• ,. " CAPACITY IS 1074 LBS WHEN USING 3 ANGORS, WHICHIS GREATER, AND THEREFORE SUITABLE• FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 52CH1 L&9. THE :ND.53705 ANCHOR TYPE IS A #12 STEEL SCREW. =_ FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: - S:+664.7 PSF FROM THE VERTICAL MULLION; +1 -64.7 �'� O GS �}• +1-170.0 PSF FROM THE 35` HORIZONTAL MULLION ATTACHING TO CMU; MULLION ATTACHINGTOTHEVERTICALMULLION(NTERSECTIOM .�� d •'. 9TAT� 0 '•. •• ••• i1.1iS.OPSIJFROKTHi38`H•RIZONTAL SHE60WIESTIDESIGNORESSURE IS 41-647 PSF AND WOULD APPLYTO ALL OF THE MULLIONS. i ORIOP,.•' C�� i S •••••• C9��` • • • • OF THE USED WITH THIS MULLION SYSTEM. LOWER DESIGN PRESSURE, or OR FENESTRATION V I V 1flit" • TION PRODUCT BONS • PROSl1C*3 ALL P�Eseft TQ l OVERALL ASSEMBLY. NAL ESIGNPRODUCTS PRESSURE REQUIRE T9 HAT THE BOTH THE MULLION AND THE FENESTRAALLED IN N LE A. LYNN MILLER, P.E. • • 009 Adt%M t E Wiht T� IITSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.# 53705 • •• • • •• •ed ••• • • • • •••000 • • • • • • • • • • • • • •• •• • • • •• •• 0041 • 0 0 4111104111 0 0 EXAMPLES OF RECTANGULAR LOADING. LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OFWINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I I LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED •• • • • WITH INTERSECTING HORIZONTAL MULLIONS ••• • • •• • •• • • • • • •• ••• •• • • • •• • ••• ••• • • acompt FWda as Fir - 1001 Idimcodo ••• • • • • •• • • • • • • • • • • • • •• • • •• • • • 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE `� R�� •' VICENSF' /<<F,p �i PW 1 t ••• • • • • ••• • • _ V3 O $TAT O (V SS,"ZORIOP, •'G�� I I IVA A. LYNN MILLER, P.E. • • • I I LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED •• • • • WITH INTERSECTING HORIZONTAL MULLIONS ••• • • •• • •• • • • • • •• ••• •• • • • •• • ••• ••• • • acompt FWda as 1)DRAWNGSARE Idimcodo ••• • • • • •• • • • • • • • • • • • • •• • • •• • • • 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE `� R�� •' VICENSF' /<<F,p �i PW 1 t ••• • • • • ••• • • _ V3 O $TAT O (V SS,"ZORIOP, •'G�� I I LOADING OF HORIZONTAL A. LYNN MILLER, P.E. • • • • • • • • • • ••• • • • ••• • • EXAMPLES OF TRAPEZOIDAUI'RUNGULAR LOADING: 4411 a sc� .OADNG OF HORIZONTAL MULL PW PW LOADING OF (2) HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION / ODDCTRBVISBD pgTw10wS1 acompt FWda �II 1)DRAWNGSARE Idimcodo RERESENTATIONS OF TYPICAL coo oats No 1►7 PW CONFIGURATIONS. a1lo CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM ' D ' hUp THOSESHOWN. "I j. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE `� R�� •' VICENSF' /<<F,p �i PW 1 t LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION ? z LOADING OF HORIZONTAL MULLION <� / ODDCTRBVISBD pgTw10wS1 acompt FWda LOADING OF VERTICAL MULLION ? z LOADING OF HORIZONTAL MULLION <� LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES. ODDCTRBVISBD pgTw10wS1 acompt FWda 1)DRAWNGSARE Idimcodo RERESENTATIONS OF TYPICAL coo oats No 1►7 PW CONFIGURATIONS. a1lo CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM ' D ' hUp THOSESHOWN. "I j. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE `� R�� •' VICENSF' /<<F,p �i PW 1 t RECTANGULAR LOADING.; No.58705 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. _ V3 O $TAT O (V SS,"ZORIOP, •'G�� I I LOADING OF HORIZONTAL A. LYNN MILLER, P.E. LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES. ODDCTRBVISBD pgTw10wS1 acompt FWda 1)DRAWNGSARE Idimcodo RERESENTATIONS OF TYPICAL coo oats No 1►7 PW CONFIGURATIONS. a1lo CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM ' D ' hUp THOSESHOWN. "I j. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE `� R�� •' VICENSF' /<<F,p �i PW 1'.• RECTANGULAR LOADING.; No.58705 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. _ V3 O $TAT O (V SS,"ZORIOP, •'G�� LOADING OF HORIZONTAL A. LYNN MILLER, P.E. MULLION FL P.E.# 58705 MIAMpIADE 1S MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 2e Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2509 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aav/beta/ PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction. materials. The documentation submitted has been reviewed and accepted by Miami Dade County 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 sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp the Notice of Acceptance number and IMPACT RATING: Large and Small Missile Impact LA -- "wmRowllm — 0110-1 - - � "ARWIff 030 5Fees name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endg0r*s00g0pient of any product, for sales, advertising or any other purposes shall automatically termtiaegtlr�s NOA„ FaiLuee to comply with any section of this NOA shall be cause for termination and removal of KQ& e e e's ADVERTISEMENT: The NOA number preceded by the words Miami --Dade •Gerutty, Floridd, and followed by the expiration date may be displayed in advertising literature. If any g8f0ch of thll a1 m is displayed, then it shall be done in its entirety. "" • sees•• •• • INSPECTION: A copy of this entire NOA shall be provided to the user by the•WifactuPeti or its distributors and shall be available for inspection at the job site at the request of the BuikMagrOfficial. - This NOA revises NOA No. 114630.02 and consists of this page 1, evidence pages%l', t-2 anllg]�.-J„as well as approval document mentioned above.• 000 The submitted documentation was reviewed by Jaime D. Gascon, P. E. • • 0000 MhDADECOU Y NOA No. 11-1114.04 t P P R • 2 $ i Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 *see so e 0000.0 •000 0. s • 06.00 s • 0000.. • 6 • 666600 e •0.006 e • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No.'s 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I1 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-08.15.09) 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, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NDA No. 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2 Uniform Static Air Pressure Test Loading per FBC TAS 293-94 a er esls ce est. per — *see:* Large MISSIle Impact TeStper 4 5) Cyclic Wind Pressure Loading per FBC, TA$ 9P5•-94 • • • •' • ""' 6) Forced Entry Test, Type "C" sliding window, 0t1de 10, • • • • per FBC 24113.2. 1, TAS 202-94 and -per ACV F 842;04• : • • Along with marked -up drawings and installation diagram.gf . XOX aluminum..... • horizontal sliding window, prepared by Fenestration Testing J.160ratory; 4ncs, Test .... ; • Report No. FTL-4859, dated 03/08/2006, signed and VesJC4 by Edmundo '. Largaespada, P. E. , • • • • (Submitted under NOA No. 06-0405.06) Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 04 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 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. sees Laboratory compliance letter for Test Report No. FTL-5330, yssue,J by F6nevration • • • • • • Testing Laboratory, Inc., dated 07/18/2007, signed and sealed'by* C'srlos �6 4iclrida, '. P.E. 000..0 .. .. sees.. (Submitted under previous NOA No. 07-0815.09) """ • • • •' sees s sees.. sees sees.. .e • e e • • • sees. •sees. sees.. • • sees.. • . �, e • sees.. • sees • Jaime D. Gascon, KIM Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONT1Num) 6. Laboratory compliance letter for Test Reports No.'s FT"858 and FTL48591 issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed 'by Edmundo Largaespada, P. E. (Subbed under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 110630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window — L.M.I", approved on 08/18/2011 and expiring on 12/21/2016. 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. ...... . . .00.00 .. 0000 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: Deceinber 21, 2016 Approval Date: February 16, 2012 E-3 0000 0 • 0000 0000.. 0000 000.0. • 0000 . • . 0000.. 0000 • 0000.... . 000000 .. . 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. ...... . . .00.00 .. 0000 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: Deceinber 21, 2016 Approval Date: February 16, 2012 E-3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5/18' LAMI CONSISTING OF (2) LITES OF IV ANNEALED GLASS WITH A.090 DUPONT BUTACTTE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 516' LAMI CONSISTING OF (1) LITE OF 11W ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER C. 5116" LAMI CONSISTING OF (2) LITES OF 118' HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER D. 7118' LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER E. 718' LAMI CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) LITE OF 3116° HEAT STRENGTHENED GLASS LITH AN .090 DUPONT BUTACTTE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER G. 13/18" LAMI tG: (1) LITE( OF 11W OR 3/18' ANNEALED (MIN.) GLASS, 6/18' OR 31W AIR SPACE AND 5116' LAMI CONSISTING OF (2) LITES OF 118' ANNEALED GLASS WITH A H. 13/18' LAMI IG: (1) LITE OF 118' OR 3118' ANNEALED (MIN.) GLASS, 6118' OR 3/8" AIRSPACE AND 6/18' LAMI CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKE22WE MAXIMUM PVB INTERLAYER 1.13116' LAMI IG: (1) LITE OF 1/8' OR 3118' ANNEALED (MIN.) GLASS, 6118' OR 3/8' AIR SPACE AND 5118" LAMI CONSISTING OF (2) LITE$ OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/IG EPSAFE MAXIMUM PWB INTERLAYER J. 13/18' LAMI IG: (1) LITE OF 1/8' OR 3118' ANNEALED (MIN.).GLASS, 3118' OR 1/4' AIR SPACE AND 7/18' LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB 6NTERLAYER K.13/1 S" LAMI IG: (1) LITE OF 1/8' OR 3/18' ANNEALED (MIN.) GLASS, 3116" OR 1/4' AIR SPACE AND 718" LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER L.13/16' LAMI IG: (1) LITE OF 118" OR 3116' ANNEALED (MIN.) GLASS, 3/16" OR 1/4' AIR SPACE AND 7118' LAMI CONSISTING OF (2) LITES OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PWB INTERLAYER 2. CONFIGURATIONS: OX, XO. XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-ffi. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4868, FTL-4869 AND FTL-8330. ELCO TEXTRON NOA. 04-0721.01, 030225.05 ANSUAF&PA NDS -2W5 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. NOKOMIS. FL 34M P.O. SQX ism NOKOMIS, FL 34274 • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• ••• • ••• • • • • ••• • • •• • • • • • • • :000: •• • • • 0 • • ILUM. HORIZONTAL ROLLER INWNDOW, barb" NTS f s 1f �M4f27-f0 NOA DRAWING MAP 'Ac ; •• No. 68705 %�'� • u” S T61��Z ';,SSIONA1-��`�� A LYNN Tdn�-Q?`PE P" Sam SHEET GENERAL NOTES ............. I GLAZING DETAILS ............ 2 DESIGN PRESSURES._..3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS ............ 6 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL._....„.... 8 ANCHORAGE .................... 8-11 'Ac ; •• No. 68705 %�'� • u” S T61��Z ';,SSIONA1-��`�� A LYNN Tdn�-Q?`PE P" Sam 0-7 1/2' NOM. GLASS SITE 60,61,62 118° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVS INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6118' NOM. 6/16" LAMINATED GLASS WNW GLASS BITE 66,67,68,69,70, 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVS INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 6116' LAMINATED 6116' OR 318' AIR SPACE 116' OR 3/18' ANNEALED OR TEMPERED GLASS QD 9 3/16" tXWl'G-GL,ASS W/ 5/16" LAMI 112° NOM. GLASS BITE 63,64,65 C] EXTERIOR INTERIOR (ALL SECTIONS) 311V ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVS INTERLAYER 3118° ANNEALED OR HEAT STRENGTHENED GLASS 711W LAMINATED 7/16" LAMINATED GLASS 112° NOM. GLASS BITE �( 72,73,74,75,76,77 v 311W ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3118' ANNEALED OR HEAT STRENGTHENED GLASS 7118° LAMINATED 3118' OR 11C AIRSPACE 1/8" or 3118' ANNEALED OR TEMPERED GLASS Qp 13116' NOM. 13/18" LAMI IG GLASS W/ 7/16" LAMI QFOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. i -L 90H7wt[%r hit &AwlzmAwr• • • w �rwr� we-rw rr n NOKOMIS, FL 94279 P.O. Sqx Im NOKOMIS, FL 3W4 • ••• • ••• • • • • • ••• • • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • mmo I Full 1 2 d 11 1 4127-10 PRODUCT RBVLM m comMyfgwlm um mwws B9 4bm colo Awmai oNo _LILM--AU t&jd \`��O��j 1.YNN•(t1u '�/iii �c ; No. 58705 LU— :�.ck ••. Fton�oP•'�0 -Z A. PA P.E.889703 . ... . ... . . ... .. . . . . . . 6.0 . . . . . • ... . . . ... . 27318' 27318" 273V MAX DLO 54 5/18" MAX DLO FIXED MAX. DLO MAX. DLO �� T VENT FIXED D D B B B x 0 x X O X I - 110" MAX. WIDTH I.F. FRAME --+j r� 85 7M8" MAX. WIDTH I.F. FRAME—� 111" MAX. WIDTH FLANGE FRAME 17118° MAX. WIDTH FLANGE FRAME DETAIL B_XOX (1/41/2-1%4)-�' DETAIL C - XOX (113-1/3-1/3) NOTE: 33 9H8" MAX 33 9118" MAX. 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, DLO FIXED C DLO VENT — — 'MAX SEALANT OR GASKET FLANGE AT HEAD AND SILL A I A FRAME ALL15 67 318° I 5" CONFIG. MAX MAX DLO ALL / / DLO ALL — — 15 I.F. FRAME PRODUCTREMM FIXEDTES / / — DwIdin$ vt(WtlmFloi3da 62 MAX — O / I.F. FRAME A—Ptmo- *"0. _ a I — CONFIG. /6 �loPro uotCoutro 1 13 FLANGE FRAME LYNN I73" MAX WIDTH I.F. FRAME I VIEW D -D �� pENs£ •. �* 1� 74" (FRAME CORNER CONSTRUCTION) ` * ' No. 58705 Lff�A&- - - a= b1 wz J,L tonnll No•CJfA^T• • • ' � '•• Vl • • IM TECHNOLOGY ME ELEVATIONS %O.t�` •.. �tottloP•' ' G�� JR 811 iHIIAIB}87ief • , • • NOKOM. FL 34276Now AWCORM IL � FA 4/1AW P.o,egx,aaa ALUM HORIZONTAL ROLLER _#WOW IMPACT '�iss'10NAL Jwi. NOKOAAB, FL 34274 V&tbk• 8 ��•S 4 a 11 4127-10 E A Lrrl P.fi ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • MAX I I HEIGHT FLANGE FRAME MAX INTERIOR --i �— MAX. FIXED DLO MAX WIDTH (FLANGE FRAME) 19 SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. FD ( -ED DLO -•--I �--- MAX. VENT DLO I MAX. WIDTH O.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) MAX. VEWT DLO n � 6 Q �C 10 SECTION C -C 42 SILL HEAD *' No. 58705 (VERTICAL SECTION, FLANGE FRAME) (VERTIC) L SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) a Q ayW J.J. f0719/1f .8Y••r • • • • Nae.s°+S�o CE �nONS JRf D NO 7WToExCHalloLFlOOYerwm vE 'S• S��TtA'..EA)..OI.1 . Wow — � ALUM. HORZONAL ROLLER WNDOW, IMPACT ON FJC 4nTgD I-�%nwal F �P.C'E.. NoxoQR8�a TtbBear me/f rS a i1 4t27-t0AIG s m `�••�fi��`t:/ .: wiw. • ••• • ••• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • ITEM DWG# REV DESCRIPTION A4AT"L PGT# 1 4102 A FLANGEFRAMEHEAD 6063-T6 AL 612237' 2 4025 SASH STOP STD. ANTI UFT CI IP 6063-T5 AL 612244 3 • • #8X3/4PH.PAN HEAD • • 78MAA 4 4053 SASH STOP COVER (SASH STOP) 6063-T5 AL • 6 4136 FLANGEFRAMESILL 6W3•T6AL 64136 7 4137 ISILLAIDAFrOR 6063-T6AL 64137 8 4131ROU ER TRACK 6063-T6 AL 64131 10 71298 IWEEPHOLECOVER POLYPROP. 71298 12 1626 ADHESIVEOPEN CELL FOAM PAD 7PAD162 13 4002 A FLANGEFRAMEJAMB 6063-T6 AL 612225 14 4134 GASKETFORMAINFRAME SILL JOINT 74134W/F 15 1155 #8X 1.000 UADPN. SMS 781POA 16 4110 G SCREENADAPTOR 6063 -TS AL 6411OG 17 4054 B FIXED MELrnNGRAIL 6063E -1D -T6 AL 640MA I9 4066 WSTP.,.187 X 230 FIN SEAL 640M 21 4105 ISASH TOP & BOTTOM RAIL 6063-T5 AL 612240 22 1683 WSTP.,250 X.270 BACK, FIN SEAL 61693G 23 225-1 ROLLIR HOUSING&GUIDE 421121 24 226 BRASSROLLERWHEHS BRASS 7BRYM 29 4128 HORIZONTAL ROLLER SASH TOP GUME POLYPROP. 441M 32 4006 D SASHMEEMORAII., 6063HS-T6 AL 64006 33 1235 WSTP.,.170 X.270 BACK, FIN SEAL 67S160 35 1096 SWEEPLATCH DIHCAST 71096 36 1016 1#8 X.625 PH. FL, SMS 7858 37 4126 IsAsHsiDERArL 6063-T5 AL 64126 38 1683 IWSTP,250 X 27(1 BACK, FIN SEAL 616M 39 W70 IBM WEATHERSTRIP .187 X275 67M 40 IuFrRAiLcavERcAP 74078"C" L C 41 4139 JIY.FRAMEHEAD 6063-T6AL 64139 42 4140 LF. FRAME SILL 6063-T6 AL 64140 43 4141 I.F. FRAME JAMB 6063-T6 AL 64141 50 GLAZING SILICONE, DOW 899, 995 OR UIVAI EN E 51 1224 VINYLCLAZINGREAD BULB CK 6TP247W,1 52 1225 VWYLGLAZINGHEADBUIBMW 6TP248K 53 4039 B GLAZINGBEAD - 5/16" 6063-T5 AL 64039B 54 4044 B IGLAZINGBEAD - 5116" W/G ULLKIT 6063-T5 AL 644703 55 4222 A GLAZINGBFAD-7116" 6063-T5 AL 64222 56 1 985 C GLAZINGBFAD-7/16" W/GRILLIGT 6063-T5AL 6983 59 4067 GLAZINGBFAD-13/16" 6063-T5 AL 64067 60 GLASS, 5116" LAMI 118" A_090 PVB,1/8" A 61 5116" LAMI QIV A,.090 PVB, 1/8" HS 625116" LAMI 1/8" HS, .090 PVA 1/8" HS 63 7/16" LAMI 3/16" A,.090 PWk 3116" A 64 " 7/16" LAMI 3/16" A,.090 PVB, 3/16" HS 65 " 7/16" LAMI 3/16" HS, .090 PVB, 3116" HS J.J. 7(U77i79 • • ,aroT NOK�woYFL � P.o. egx lm in owl • • ;m F C 4114Wto4 • • • • • FA -01P Amm • • • • NOKOM, FL 54274 • ••• • ••• • • • • • • ••• • • • • • • • • • • • • • • • •• ••• • ••• • • • •• • • ••• • • • • • •• • • • • • • • • • • • • • •: 000 i• 0• to ••• RIPMON 318"AIR SPACE, 5116° IG•U8"A (MIN.13/8" AIRSPACF, 5116" LAMI (1/8"HS,.090 F IG•3/16"A (MIN.), 5/16" AIRSPACK 5/16" LAMI (1/9-A,.090 IGNIOA (MIN.), 5116" AIRSPAC$5116" LAMI (1/8-A,.090 IG•3116"A (MIN.15116" AIR SPACE, 5116" LAMI(]!8"FiS,.t19 lal/8"A (M1N.11/4" AIR SPACE, 7/16" LAMI (3/l6"A, .090 F IG-I/8"A (MINA 1/4" AIR SPACE 7/16" 1AM1(3/16"A..090 F 3105-H14 AL POLYPROP, POLYPROF. ST.ST. 115 1 1835 SCREmVSPUNE-.135DIA.HARD �6 SCREFdV 7 r 710-1 2.624L_ .002 41 I.F. FRAME HEAD #4139. 6063-T6 2.704 j 3.162 062 1.986 43 I.F. FRAME JAMB #4141, 8083 -TO \�\�'N� LYNN bj11!/c�"',. �1'�..• V\CENSE • ;`7 �: _ N.. 68705 42 I.F. FRAME SILL 04140,6063-T6 b a� ;' ix` a 'p STAT OF 8/� PARTS UST `' O.c� ' a.. ' ?I ALUM. HORIZONTAL ROLLER WINDOW IMPACT S%NAL E�G��\ wv7o NTS 6 11 DOWAlft"4127--10 E a �v�,�e� \P E .062 1E73 ]l LLt4l 2.710--� O FLANGE FRAME HEAD #4102A,6063 -T8 j---II—.062 .490 i'•-1.4b1-►� O SASH STOP #402b, 80�Tb 082 L ---T 21 SASH TOP & BOTTOM RAIL #4133,6063-T6 050.078 - 1.088� .i O GLAZING BEAL, 5/16" #40448,6063-T5 (USED W/ GRILL KIT) 1.'(22 �--2.710—ry O FLANGE FRAME SILL #4138,6063-T6 .081 .437r I .48 O HORIZ. ROLLER TRACK #4131.6063 -TO 2J 79 .08Z 1.081 F — 32 SASH MTG. RAIL #4006D, 60831 -IS -76 0760 1.996----_,T 55 GLAZING BEAD 7/16- #4222& 6D63-T6 /16"#4222A,6D63-Tb 52 1 1.1871-- .062— .187r --.062 W90 O FRAME SILL ADAPTER #4137,6W3 -TO 1'� .082 17 FIXED MEETING RAIL #40648, WMD-T8 5 2 1. 0 .299 37 SASH SIDE RAIL #4126, 6063•T5 .060-- 1.116.T O GLAZING BEAD, 7116" #9860,6063 -To (USED W/ GRILL KIT) • 1070 TECHNOLOGY ORNE NOKOMIS. FL 34275 • P.O. 89X 1628 NOKOMIS, FL 342!4 IM70 • ••• • ••• • • ••• • • • • • • • • • • • • ••• •• •• • • so ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• •• ••• •• 1--1.513-1 j 0..4--_0 II .738 O SASH STOP COVER 114053, 6063-T6 rlf--2.784 I 1.363 .062 13 FLANGE FRAME JAMB #4002A, 6063-T6 ow .878 1.096—�--�-� 53 GLAZING B , 5/16" #4039B,8063•T6 f 1.097 GLAZING 58 GLAZING BEAD, 13/16" #4087, 60M-176 7 all 1 4127-10 PRODUCT RUVISBD m �PIY-b whh the PMda Radi=If Cade 1.11111l1lf,,, LYNN ,y, No. 58705 * . 0A A LYNfN EAe � cc PE, P.E.A 88706 ANCHOR QUANTITIES, ANCHOR TYPE &SUBSTRATE XOX (1114124/4) WINDOWS TABLE 4 GLASS TYPES A,B,C RI GLASS TYPES DX,FA11t 1- NOTES: 1 1 -1/4" ELCO TAPCON 2 -1/4' ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (GB) 2. GLASS TYPES: A. 6118" LAMI - (1/6° &.090, 'I/8° A)) FOR INSTALLATION IN THE HVHZ ABOVE 30 B. fil18° LAMt - 1/8° A,.000,1l8° HS FT, GLASS TYPES G - L SHALL HAVE A C. 6M8" LAMI - (1/8" HS,.090,110" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7M8" LAMI - (3118" A,.W0, 3/1(°A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/16° LAMI - (3118" A,.090, 3118 HS) F. 7/18" LAMI - (3/1(r HS,.090, 3118° HS) G.13116' LAMI IG -11W OR 3116"A (MIN.), 8118" OR 3/8' SPACE, 5118° LAMI - (1!8" A,.090,1/8" A) H.13/18° LAMI IG -1/8" OR 3118° A (MIN.), 6116° OR 3V SPACE, 8/16' LAMI • (1/8° &.090, 1/8° HS) I. 13118" LAMI IG -118' OR 3/18° A (MIN.), EMS' OR 318' SPACE, 6/18° LAMI - (118" HS,.090, 1/8" HS) J. 13/18' LAMI IG -118° OR 3116"A (MIN.), 3118° OR 1/4" SPACE, 7118° LAMI - (3/18° A,.090, 3116° A) K. 1311W LAMI IG -1/8° OR 3116'A (MIN.), 3/18° OR 114° SPACE, 7118° LAM[ - (3118" A,.090, 3118° HS) L• 13/18° LAMI IG -118" OR 3118° A (MIN.), 3118" OR 1/4" SPACE, 7118" LAMI - (3M(" HS,.08% 3118' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 263/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22112" MAX. O.C. TABLE KEY. X O X 1+C3+4+C3+1 3 ICHOR QUANTITY PER JAMS HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACHRRAIL PLUS V ANCHORAT EACH OPERABLE VENT PLUS (4) ANCHORS AT FDCED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3' MIN. O.G. ANCHOR SPACING) 253/4" max. IL-3' MIN. 9"REF. X 0 X II PRODUCT REVISED MTC. RAIL,IYP. °Dnoy1°xwithftMOS aulldinCodo EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS =�e� (SHOWN IN TABLE KEY ABOVE) mdftud 25 3/4°MAX. 1 1/2' TYP. )-.-3°MIN. ltturrr -'N.- N4 LYNN 9° REF. `� r0 ,......... X O X .` •' CRY *' No. 58705 MTG. RAIL, TYP. — : - EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORSt4l ��O :a sr2a�` ANCHORAGE SPACING XOX 11'4-1/2-1/4 •'• T°a' I YONAI.��G`�: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT �''r re r r t %I% `� 9r; 0 NTS 8 all ��4127-?0 � ^&�AMMPE 2,3, WOOD 2, LONG QS ONCE 2,3, WOOD 2, (ANC 1, CONC 20NES ZONES ZONES ZONES WINDOW 812E V H yr rn ur to HEAD & SILL � HEAD & SILL F MW HEAD & SILL HEAD & SILL HEAD & SILL > > ' 53.125x38.376 48.000 60.626 64.000 80.000 83.OW 1+C2*9+02+9 2 1+C2+1+02+1 2 1+(2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3,1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+(2+1 3 1+C2+1+C2+,1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+13 1+02+1+02+1 3 1+C2+1+02+9 3 1+C2+1+C2+1 311+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+12+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+42+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+p+1+p+1 3 60 -OW x 38.375 48 -WO 50.625 54.000 80.000 63.000 1+C2+1+C2+1 2 1+(;2+1+(2+1 2 1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+1x+1+(2+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 311+02+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+p+1 3 1+(2+2+(2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+(x+2+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+•C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C3+2+03+1 3 1+(2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+(2+1 3 1+12+1+C2+1 3 1+C3+2+p+1 3 74A00x 38.376 46.0W 60.828 64.006 80.E 63.000 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+c2+1 2 1+02+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+(2+1 3 1+C2+2+C2+1 3 1+C2+2+(2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+(2+2+(2+1 3 1+(2+2+C2+1 3 1+C2+2+02+1 3 1+C2+2+G2+1 3 1+02+1+02+1 3 1+(2+2+(2+1 3 1+02+2+C2+1 3 1+02+2+02+1 3 1+p+2+p+1 3 1+C2+2+(x+1 3 1+(2+1+C2+1 3 1+C2+2+12+1 3 1+(2+2+(2+1 3 1+12+2+12+1 3 1+C3+2+C3+1 3 1+C2+2+(2+1 3 1+C2+1+C2+1 3 1+p+2+p+1 3 1+C3+2+C3+1 3 1+(2+2+(2+1 3 1+C3+2+p+1 3 84.GWx 38.378 48.W0 50.828 54 -WO 80.000 63.0W 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+G2+2+C2+1 2 1+C2+2+(2+1 2 1+C2+3+C2+1 2 1+C2+2+C2+1 3 1+{2+2+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+(2+2+02+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+p+3+p+1 3 +1+C2+2+C2+1 3 1+(2+2+C2+1 3 1+12+2+(2+1 3 1+G2+2+(2+1 3 i+C2+2+(2+1 3 1+C4+3+C4+1 3 1+02+2+(2+1 3 1+(x+2+(2+1 3 1+03+2+03+1 3 1+pa2+03+1 3 1+02+2+(2+1 3 1+04+3+04+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+p+1 3 1+02+2+(2+1 3 1+04+3+04+1 3 376 50.625 54.WO W.WO 63.000 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+(2+1 2 1+C2+4+C2+1 2 1+p+3+(2+1 3 1+C2+2+C2+1 3 C1 C3+3+C3+1 3 1+C2+3++1 3 1+C3+4+p+1 3 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+p+1 3 1+C3+3+C3+1 3 1+p+3+p+1 3 1+C3+4+C3+1 3 1+p+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+p+3+p+1 3 1+CS+3+C3+1 3 1+04+4+C4+1 3 1+G3+3+p+1 3 1+Lx+2+C2+1 3 1+C4+3+04+1 3 1+C4+3+04+1 4 1+C3+3+p+1 3 1+C4+4+04+1 3 1+C3+3+C$+1 3 1+C2+2+C2+1 3 1+04+3+04+1 3 1+C4+3+04+1 411+04+3+04+1 3 1+C6+4+C6+1 3 111.000x 38.378 48.WD 50.625 64.000 80.000 83.OW 1+42+3+(2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+(2+3+0+1 2 1+p+4+(x•+1 2 1+C2+3+(2+1 3 1+(2+2+(2+1 3 1+C3+3+C3+1 3 1+C3+3+p+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 1+(2+3+(2+1 3 1+C2+2+C2+1 3 1+CS+S+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+p+4+p+1 3 1+C3+3+p+1 3 1+0+2+(2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+p+3+C3+1 3 1+C4+4+C4+1 3 1+C3+3+C3+1 3 11+C2+2+C2+1 3 I 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+p+3+p+1 3 1+04+4+C4+1 3 1+G3+3+p+1 3 1+12+2+.(x+1 3 1+C4+3+04+1 3 1+04+3+C4+1 4 1+04+3+C4+1 3 1+C8+4+CS+1 4 o� JA 40!97!11 - E • • r CA • • • +sOFTAWiB 907fOCeV�L 3476 •II• 7E 4, va•.r�Due70AtvCHORCAP. AR/. P.O. aqx 1511 �� • • •• +xucoMis,Pisorra Wlb Vistb�Better JA fll0oH1 FJc'. 4nW;' FJC EfPli(OB • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •0 ••• •i• Log ANCHOR QUANTITIES • XOX 1/3-1/3-1M WINDOWS TABLE 6 NOTES: • GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE 4Z WOOD 2, CONC 1, CONC 2A WOOD 2. CONC 1, CONC 1. ANCHOR TYPES: & SUBSTRATE 1 -1/4- ELOO TAPCONS 2 -114° ELOO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G6) 2. GLASS TYPES:to Qp ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE fo HEAD & SILL HEAD'& SILL 2 HEAD & SILL HEAD & SILL HEAD & SILL • & SILL HEAD FORIN THE30 v 11 • • • • FT,GLASSINSTALLATION B. 5115° LAMI - (1/8- A,.090,1/8 -A) SHALL HAVE C. 611W LAMI - (1/8- HS,.090,1/8- HS) TEMPERED I.O. GLASS CAP. BOTH THE DP AND 48.000x 36.376 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48.000 1+C 2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 D. 7/15° LAMI - (3N6° A,.090, 3116° A) ANCHOR QUANTITY REMAIN UNCHANGED. 60.825 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+9 3 1+C2+1+C2+1 3 1+02+1+q+1 3 1tC2+1+G3 E. 7/15° LAMI - (3115° A,.090, 311W HS)2+1 F.7/18°LAMI -(3H("HS,.080,3115° HS) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 G.13/15° LAMI IG-118.OR 3116- A (MIN.), 6115° OR 318° SPACE, 611W LAM[ - (118° A,.080,1/8- A) 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13/15- LAMI IG -118° OR 3116- A (MIN.), 611W OR 3B- SPACE, 5115- LAMI - (U8- A,.080,1/8- HS) 63.000 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+02+1+02+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 1+C3+1+C3+1 3 1. 13118- LAMI IG -1JW OR 3115- A (MIN.), 511W OR 3Ar SPACE, 5/15- LAMI - (IV HS,.090,1/8" HS) J.13/16- LAMI IG-1/8.OR 3115- A (MIN.), 311W OR 1/4- SPACE, 711W LAMI -(311(r A,490, 311 W A)K.13/16-LAMIIG-11WOR311WA(MIN.),3118.OR114-SPACE,7116-LAMI-(3/18°A,.09%3115-HS) 83.125x38.375 1+02+1+C2+1 2 1+C2+1tC2t1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21+C2t1+C2+1 2 48.000 ?+(2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 L. 13118- LAMI IG-1/8.OR 3(16- A (MIN.), 3/16' OR 1/4- SPACE, 7118- LAMI -(XIS' HS,.090, 3116- HS) 50.826 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 64.000 1+C2+1+C2+1 3 1+C2+1+C 2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 NT 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, NT TO NEXT LARGER WINDOW IN TABLE. SO -OW 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 HEAD & SILL: 101/2- MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 26 MAX. FROM CORNERS 1+02+1+C2+1 3 1 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 2+1 3 1+C3+1+C3+1 3 60.000x 38.376 1+C2+1+02+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+CZ+1+C2+1 2 48.000 A JAMBS: 9- MMAX. FROM CORNERS AND 221/2 -MAX. O.C. TABLE KEY: 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 50.626 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 '3 1+(2+1+02+1 3 X p X 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C1+1+C3+1 3 1+03+1+03+1 3 -+-ANCHOR QUANTITY PER JAMB 60.W0 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+03+1+Ci+1 3 63.WD 1+C2+1+C2t1 3 1+C2+1+C2+1 3 1+C Z+1+C 2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 68.000 x 38.376 1+C2+1+C241 2 1+C2+1+02+1 2 1+C2+1+C 2+1 2 1+C2+1+C2+1 2 1+C2+1+CQ+1 2 1+C2+1+C2+1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ANCHOR AT EACH OPERABLE VENT 50.625 +1+C2+1 3 1+C2+1+C2+1 3 1+CI'+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+q+1 3 PLUS (1) ANCHORS AT FIXED SECTION. 84.000 +1+02+1 3 1+02+1+02+1 3 1+C2+1+C2t1 3 1+C2+1+02+1 3 1+02+1+C2+1 3 1+03+1+03+1 31 71+C2+1+C2+1 (9) ANCHORS TOTAL AT HEAD AND SILL. 60.000 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+02+1 3 1+C3+1+C3+1 3 (3- MIN, O.C. ANCHOR SPACING) 61.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 1 1+CS+1+C3+1 3 1+C*+1+C2+1 3 1+C3+1+C3+1 3 x-}26 3/4^ MAX 74.0W x 38.376 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C 2+1 2 48.000 1+C2t1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C3+1+C3+1 3 {-3' MIN. 50.826 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C0+1 3 9 -REP. X O X 80.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C:3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 II 83.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 PRODUCT REV00 MTG. RAILTYP. acomplyingvmb lmFlald6 . EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 84.000x36.378 46.000 1+C2+1+02+1 2 1+02+1+C2+1 2 1+02+1+(x+1 2 1+02+1+02+1 3 1tC2+1+02+1 2 1+C2+1+C2+1 2 1+C 2+1+M+1 3 1+C2+1+C2+1 3 1+C 2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+03+1 3 60.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) Eanrl 64.000 1+C2++1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 6D.1100 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+03+1 3 1+CIl+1+C3+1 4 1+C3+1+C3+1 3 1+C3+1+C3+1 3 ' • 63.0W 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+04+1+04+1 4 112-TYP' U 11117 `�� NY LYNN 88.437x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C +1 2 1+C2+1+C1+1 2 48.000 1+CZ+1+C2+1 3 1+C,'2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 r REF.X p X `�� 0 uGENS ' �•p � 00:625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 • :' �* 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+(3+1 3 1+CS+1+C3+1 3 1+C2+1+02+1 3 1+CS+1+03+1 3 No.58705 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 311! 3 1+03+1+03+1 4 1+03+1+03+1 3 1+04+1+C4+1 4 MTG. RAIL, TYP. 63.000 1+C3+1+C3+1 3 1+(�+1+02+1 3 1+03+1+C3+1 3 1+03+1+03+1 4 1+03+1+C3+1 3 1+C4+1*04+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS = 0 °. 2 az �,. ANCHORAGE SPACING, 113-1.-11. ��'�.0��' :FLORIOP. � O JnC 40MAf • • • • • 1070 TECHNOLOGY DIME J.R 6['D/f1 i ESFA +3DPTNO7E NOKOWS.FL34M P ��. , s T PAG 4H8/Of O EP 7e4 L�6, DUETOANCIMCARAW. P.O.BQx1629 FL 392J'4 A -ALUM. HORIZONTALROLLERWINDOW, IMPACT 111 eatlm 8°1e° 4t°O°' 14'^ FAG 228/DB Jd 9 41 7rr:710 NTS B e ii 4127 ?0 E A LYNN P E • • • • • • • :008: • • 0 00 so ••• 0 • 0 000 0 Or • ••• • • •• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • :008: • • 0 00 so ••• 0 • 0 000 0 ANCHOR TYPE & SUBSTRATE GLASS TYPES A B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H @a 1+C3+1 4 1+C3+1 3 oo ' . ¢ X.6 ¢ z.6 2+C3+2 4 1+C3+1 3 4 2+C2+2 3 2+C3+2 4 37.000 x 38.376 48.000 60.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+13 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+02+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 48.000 x 38.376 48.000 50.625 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 54.000 60.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 63.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 63.125 x 38.376 48.000 50.825 54.000 60.000 63.000 1+02+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C3+1 3 1 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 60.000 x 38.376 48.000 50.626 64.000 60.000 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+q+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 12+C4+21 4 X 36.376 48.000 60.625 64.WO 60.000 63.000 2+C2+2 3 1+C2+1 2 2+C2+2 4 1+C2+1 3 2+C3+2 4 1+C2+1 3 2+C3+2 4 1+C2+1 3 2+C3+2 4 1+C3+1 3 1+C3+1 4 1+C3+1 3 x 38.376 48.000 50.625 54.000 60.000 63.000 2+C2+2 3 2+C2+2 2 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+(2+2 3 2+C3+2 4 2+C3+2 3 2+C3+2 4 1+C3+1 3 2+C3+2 4 1+C3+1 3 2+C3+21 3 12+C2+21 4 11+C2+1 4 2+C3+2 4 1 1+02+1 3 2+C3+2 4 4 2+q+2 4 1+C3+1 3 2+C4+2 4 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 4 2+C3+2 4 2+C2+2 3 2+q+2 4 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 4 2+q+2 5 2+C3+2 3 2+C4+2F4 NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 -114° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (GS) 2. GLASS TYPES: A. 6118° IAM] - (118° A,.090, V8" A) D FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 6116° LAMI - (1/8° A,.090,118° HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5116° LAMI - (1/8" HS490,1/8° HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/16° LAMI - (3/18° A,.090, 311(" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7116° LAMI - (3116° A,.090, 3118° HS) F. 7118° LAM[ - (3116° MAN, 3118° HS) G.13/16° LAMI IG - VS" OR 3118° A (MIN.), 618° OR 318° SPACE, 6116° LAMI - (118° A,=, IN A) H.13116° LAMI IG - IV OR 3/16° A (MIN.), 6116° OR 318° SPACE, 6118" LAMI - (118° A,.0W,1/8° HS) L 13118° LAMI IG -118° OR 3/18° A (MIN.), 5118° OR 31W SPACE, 6118° LAMI - (1/8° HS,.090, IV HS) J. 13/16° LAMI IG -118° OR 3M8" A (MIN.), 3/16° OR 114° SPACE, 7/18" LAM[ - (3/1(° A,A90, 3118° A) K. 13118° LAM] IG -118° OR 3118° A (MIN.), 3110° OR 1/4° SPACE, 7118° LAMI - (3/18° A,.090, 3118° HS) L. 13/16° LAMI IG -1/8" OR 3116'A (MIN.). 3116° OR 1/4° SPACE, 7/16° LAM] - (3/16' HS,090, 3118" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERUNE. 18 3/4° MAX FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2° MAX. O.C. TABLE KEY. O X 2+q+2 3 -ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) L8 3/4° MAX f--►��3° MIN. 9" REF. X O G. RAIL PRODUCI'RUW90) as cm vIyb* whhft Florida EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS nooeptencoNo (SHOWN IN TABLE KEY ABOVE) 0ffido 183/4° MAX. 11/2"TYP. 1-.-3"MIN. t t t 171 9° REF. X O �` `2`O.•• ' '• .�!! �� 0�0ENsic • Fp �� MTG. RAIL * No. 88705 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS - o i *'•'1 ` a J.J. o c# • • ; �3 �la► : ttt 1070 TECHNOLOGY DRNE ANCHORAGE' SPACING, OXAND XO WINDOWS%O'�``•• ooRtoP.••'•��.` J.R. NMI d 1 +90FTmom NOKOMIG,FL34M ALUM FJC 4(14ww 0 d's ALLW2e DUETOARCHORCARAVJ P.O.P.O.Egx,HORIZONTAL ROLLER �NDOW,IMPACT NOKOKS, FL 1E��`�� F.rc 2/a8/� � 323!08 34274 Ws" Besmr 101710 Aff3 10 a 11 4127.10 E A L PER S3706 P� ••• • w • • ••• : i • • • • • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • • ••• • w • • ••• : i • • • • • • • • • • ••• • • • ••• • NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAN-DADE COUNTY APPROVED 114° ELCO 130 TAPCONS EMBEDED 1318° MIN. OR 114°SS4 CRETE -FLEX EMSEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 13/4. FLATHEAD ANCHORS MUST BE 012 TRIMFIT HEAD. 2. FOR WOOD APPUCATIONS IN MIAMI -DADS COUNTY, USE 012 STEEL SCREWS (G5) OR 1/4° SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/* THAN 11/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX, JJJ WOOD BUCKS DEPICTED AS 2x ARE 1 1!2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -TS AND A MINIMUM OF 118° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 114° MAX 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHUN 1 114° MAX SHIM 1 114° MIN DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN. (1.5 KSI CMU) T• =Q OR PER NOTE 1 ' (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, ANCHOR, NOT 2 NOTE; 1 314°EXTERIOR INTERIOR •, ° •MIN. E. (H 8 SILL DETAILS , C, A, BD,G & H) TYP. 2x WOOD BUCK, NOTE3 1x WOOD BUCK, NOTE 3 SEE NAIUNt DETAIL INTERIOR E DETAIL F (JAMB DETAILS E, F & I) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERI�OR CONCRETE WOOD DETAIL H (HEAD) ANCHOR, ANCHOR, NOTE 1 NOTE 2 13/4° MIN. E.D. TYP. MIN. KSI 2x WOOD BUCK. NOTE 3 CONCRETE e' ' .131 DIA. MIN. x 2112" NAIL ..�°; NOTE 1 Ix WOOD * • '� BUCK, hhthePl"w NOTE 3 TYPICAL DETAILS G, H & I. Q 13uiIdla8Ca4a AxePmnoeNo {�. fZOj�, MAX.AX SHIM CONCRETE WOOD ANCHOR, AN NOTE 1 DETAIL A NOTE 2 DETAIL B NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAN-DADE COUNTY APPROVED 114° ELCO 130 TAPCONS EMBEDED 1318° MIN. OR 114°SS4 CRETE -FLEX EMSEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 13/4. FLATHEAD ANCHORS MUST BE 012 TRIMFIT HEAD. 2. FOR WOOD APPUCATIONS IN MIAMI -DADS COUNTY, USE 012 STEEL SCREWS (G5) OR 1/4° SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/* THAN 11/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX, JJJ WOOD BUCKS DEPICTED AS 2x ARE 1 1!2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -TS AND A MINIMUM OF 118° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 114° MAX 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHUN 1 114° MAX SHIM 1 114° MIN DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN. (1.5 KSI CMU) T• =Q OR PER NOTE 1 ' (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, ANCHOR, NOT 2 NOTE; 1 314°EXTERIOR INTERIOR •, ° •MIN. E. (H 8 SILL DETAILS , C, A, BD,G & H) TYP. 2x WOOD BUCK, NOTE3 1x WOOD BUCK, NOTE 3 SEE NAIUNt DETAIL INTERIOR E DETAIL F (JAMB DETAILS E, F & I) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERI�OR CONCRETE WOOD DETAIL H (HEAD) ANCHOR, ANCHOR, NOTE 1 NOTE 2 0 NAILING e • .131 DIA. MIN. x 2112" NAIL PRODII(TPR8Pf86D AT CORNERS AND W O.C. hhthePl"w 114" 114" TYPICAL DETAILS G, H & I. Q 13uiIdla8Ca4a AxePmnoeNo {�. fZOj�, SHIM SHIMS f • • r � NAILWO _ SEE —� � �iaW ProBuol tontto y ,NOTE 1 ISIS° MIN. ••• • • • • ••• • • 13/4° MIN. • ' o 1 SEE NAILING l\II IIItt 0Y LYNN E.D. TYP. .. MIN. 3.4 KSI •' . ; •• J/ • • • • 0�1 ...... !. .`� ... 4F9 �GENs� CONCRETE 2x WOOD DETAIL C DETAIL D • �� R *'N.. NOTE 3 DETAIL G (SILL) DETAIL I (JAMB) _ 58"7'0'S�'''•* TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS = a •b &TA Fr �O F •'•�ORra 'SSF.K rsme••+ R"O - 7H/N6HIikT • • 1WOTECHNOL0CIV DRNE�i Naxomis,PLsaaTe � V.e'". ANCHORAGE DETAILS • pt�r• ka_ N POx1m.RA6a86am ALUM. HORIZONTAL ROLLER WINDOW, IMPACT astBesse omW1A Rm NtPFJc •J�. rrRTto Hall 1 11 a 11 4127.10 E P.E.6Ot= 0 or e • ••• �•e 1 • • • • t t ••• • • • • ••• • • • • • • • • • • • •