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REV-16-2051 r =�F-zVED Miami Shores Village JUL 21 2016 Building Department =-_Q�+�r_�Gt 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit Nozc Z- �Czd PERMIT APPLICATION Sub Permit Noxz& BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ,jI d,l�'' CONTRACTOR DRAWINGS JOB ADDRESS: ��OU ?Ju) 20 -& City: Miami Shores County: Miami Dade Zi : Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):f.6doma4fr S ! L6 Phone#:3�iC�C� 3� Address: ! 4 A„lr City: State: moi, Zip:-- 013175 Tenant/ see Name: Phone#: 9,,j��` 3Q-, 1 v CONTRACTOR:Company Name: ]�J�1 �►'�sLrNc1D I� Phone#: 30�v2YII- 7,S1 Address: 83 0 /V -JOA A yo"A!5 �iEi•N. �/ - City: Ki`S S I�rv\,''le-e , FL State: Zip: Qualifier Name: Ke rf IT� �i`oid�t?f Phone#: State Certification or Registration#: 14 6 1502185 Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: quare/Linear Footage of Work: Type of Work: ❑ Addition 91 Alteration New F-1 Repair/Replace El Demolition Description of Work: e ."e r' /V0�4 a -Cd, Specify color of color thru tile: Submittal Fee$ U Permit Fee$ CCF$ CO/CC$ Scanning Fee$ a 1 -DJ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ a i°I•c� (Revised02/24/2014) r Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 'WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF-COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be app ved and a inspection fee will be charged. Signature Signature O NER rAGENT CONTRACTOR The foregoing instrume was acknowledged before me this The fore oing instrument was acknowledged before me this yf� day of ril 20 �� by dray of � rY / 20_ 1(� by who is personally known to /rerrA rt' glllr who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sig �� Sign: g • Pri A M L C rXkl� Prin : Ja m i e 2 h Ih5 Seal: Seal: JAMIE JENKINSJAMIE` MY COMMISSION#FF009945 MY COM1 0 MISSION# FF 0099545 EXPIRES:p,:,� EXPIRES:*:*****s***** *********i** ►� * **********w*s****s**i** •** *�*r?�+v��** **w*s***s*** G1 _ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) t rF t U-4 C; 1,7 X'"D JUL 2 2016 MIAMUDADE e gy:_ G /l��IYI�AI4II DADE COUNTY,FLORA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATO N 0 Ob11C OURCES(RER) 1.1805 SW 26 Street,Room.208 BOARD ATND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economx PGT Industries,Inc, 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 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 lvliami-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. s product is approved as described Herein, and has been designed to comply with the Florida Building e, inchrdnng the High Velocity Hurricane Zone. SCRIPTION: Series "FD-750" Outswing Aluminum French.Door w/Sidelites--L.M.I. PROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", h is 01 through 12 of 12, dated 12/23/04, with revision'"r" dated 10/12/11, prepared by manufacturer, rg ed and sealed by Anthony Lyiui Miller,P. E., bearing the Miami-Dade County Product Control Section e ewal stamp with the Notice of Acceptance.number and Expiration date by the Miami-Dade County I' net Control Section. SIZE IMPACT RATING:Large and Small Missile Impact Resistant •••• . . .... ...... ELING: Each unit shall bear a permanent label with the manufacturer's nen�e•or logo,;jty„state, o eU series, and following statement: "Miami-bade County Product Control ApR•pypd;,unless OnA vise.••• • not herein. • ISION of this NOA shall be considered after a renewal application has been flitV and thdre htis.been• • ange in the applicable building code negatively affecting the performance of this Di oduuct. 0 •• •• • . . ..... ATION of this NOA will occur after the expiration date or ifthere has l.o. rod eh.rLleevisioe6i or change••••;• tt materials, use, and/or manufacture of the product or process. Misuse of this"gAoas an endorsement •. of a y product, for sales, advertising or any other purposes shall automatically terminate this NVA..Jailure "”'• to comply with any section of this NOA shall be cause for termination and removal If Nj34,. ADVTRTISEMENT: The NOA number preceded by the words Miami-Dade*County, Fipyitia; and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1413.24 and consists of this page 1 and evidence pages-E-1, E-2; E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. CMIAM16MADMECOU=N" §s� NOA No. 14-71117.05 Expiration Date: #ebruar ,24,2020 2 " r Approval Date: February 19,2015 Page 1 PGT Industries, Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09-1028.10) 2. Drawing No. 8000-1.1., titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "E" dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. (Submitted cruder previous NOA No. 11-1013.24) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Urriform Static Air.Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings sand installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, :Inc., Test Report No. YrL-A,941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA No. 09-1028.10) 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 FB C 2411.3.2.1, and TAS 202-N... •••••• along with marked-up drawings and installation diagram oran'aliiminat"40brs of '• OXXO configuration, prepared by Fenestration Testing Laboi1`%16 , lnc., Testokepori,Goo*:•••, No. FTL-4921, dated 07/17/06, signed and sealed by Edmunda*;Kargaespada,P. E. (Submitted ruiner previous NOA No. 05-0419,03) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading periFDC,T.45.2J2-94 2) Large Missile Impact Test per FBC,TAS 20t-19?t 3) Cyclic Wind Pressure Loading per FBC, TRS=-94 •• 4) Forced Entry Test,per FBC 2411.3.2.1, an.STA$202--14, •• •• along with marked---up drawings and installation diagram of'a"4minum.46vrs oil OXXX configuration, prepared by Fenestration Testing.Laboratory, Inc., TI'At Report No. FTL-4527, dated 02/10/05, signed and sealed by Edmundo J. Largaespada,P. E. (Submitted under previous NOA No. 05-0419.03) Jaime D.Gascon,P. E. Product Control Section Supervisor NOA No.14-1117.05 Expiration Date: February 24,202.0 Approval Date: February-19,2015 F-1 i t PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED B. TESTS (cONTLNUED) 4. Test reports on: l) Air Infiltration"rest, per F13C, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC,TAS 202-94 41) Forced Entry Test, per FBC 2111.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc,, Test Reports No.'s FTI,-4528, dated 02/14/05, I"TL-4315, dated 09/13/04, both signed and sealed by Edmundo J. Largaespada, P. I✓. (Submitted antler previous NOA No. 05-0419.03) 5. 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 marled-up drawings and installation diagram of an aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4529, dated 02/14/05, I"I'L-1530, dated 02/14/05, FTL--11311, dated 09/01/04, all signed and sealed by Edmundo J. Largaespada,P.E. (Sabnritted raider previous NOA No. 05-0 419,03) 6. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with narked-up drawings and installation diagram of an aluminum. outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. I+"TL-4312, dated 09/1.3/04, signed and sealed by Edmundo J. Largaespada,P. E. (Sabrrtitted under previous NOA No. 05-0419.03) C. CALCULATIONS • . . .... ...... L Anchor verification calculations and structural analysis, complying tiert�i T3C 5`�'• • Edition 2010, prepared by tnamufachuer, dated 1U/11/11,'Si�'ned and seile*d by:A�•*: ...... Lynn Miller,P. I=?. .... .• • 2. Glazing courplies with ASTM E .... 1300-04/ 09 • . ..... . .. ..... . . ...... ...... D. QUALITY ASSURANCE •• •• • 1. Miami-Dade Department of Regulatory and Economic Rescxrrces{RE12�. •;. E. MATERIAL CERTIFICATIONS •• •••' 1.- Notice of Acceptance No. 14-0916.10 issued to IS:.ur•aray America, Irrc'lbr their "Ieurjray PVB Glass Interlayer" elated 02/19/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0423.15 issued to°Eastman Chemical Company (1VlA) for their")aflex CP-Safiex and Saflee IIP Co n1lbsite Glass Interlayer•s it ith PET Core" dated 06/19/14, expiring on 12/11/18. Ju ime D. Gascon,...F. product Contrnl Section supervisor NOA No.14-1117.05 Expiration Date: February 24,2020 Approvai Date: February 19,2015 E-2 I . T PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their"Saflex IIP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance to FBC--2010 and complying with FBC Ste Edition. (2014), issued by manufacturer, dated 11/,06/14, signed and sealed by A. Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacturer, dated 11/06/14, signed and sealed by A. Lynn Miller,P. E. 3. Department of State Certification of PGT INDUSTRIES, INC. as a :for profit corporation, active and organized under the laws of the State of Florida, dated 01/27/15 and filed by Ken Detzner, Secretary of State. 4. Statement letter of conformance to and complying with FBC-2010, issued by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P. E. (Submilled wNer previous NOA No. 11-1013.24) 5. Staternent letter of no financial interest, issued by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P. E. (Subrrriited under previous NOA No. 11-10.13.24) 6. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer,is assuming full professional and legal responsibi&y—for all engineering documents pertaining to this NOA, dated 10/07/14, sigged ancttMled b)P A. Lyra Miller,P.E. 0.. • •••• : • (Subntiited underprevious NOA No. .11-1013.24) • ... ...... 7. Laboratory compliance letter for Test Report No. FTL-5941,...*sexe�l by ):er�estlation' Testing Laboratory, Inc., dated 05/20/09, signed and sealed by JIVIVE. Gonzalez, P, E.•::*•- ..see (Srrbrsriiied rrrrrler previorrs NDA No. 09-1028.10) . . ....028.10) '""' • .. ...... 8. Proposal No. 08-1891 issued by Product Control, dated 01/26/ :signed lry /shag •. Chanda, P. E. :...:. •••••• Submitted antler previous NOA No. 09-1028.10) : •••••• Jaime D.Gascon,P.E. Product Vontrol Section Supervisor NOA No. 14--1117.05 Expiration Date: February 24,2020 Approval Date: February 19,2015 E--3 PGT Industries NOTICE OF ACCEP'T'ANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 9. Laboratory compliance letter for Test Reports No.'s 111-4921, dated 07/17/06, FT'1,4527, dated 02/10/05, FTL---4528, dated 02/14/05, FTL--4315, dated 09/13/04, ffi L-4529, dated 02/14/05, i{ FL-4S30, dated 02/14/05, ITL-4311, dated 09/01/04 and ITL-4312, dated 09/13/04, all issued by Fenestration Testing Laboratory, Inc.;'all signed and sealed by Edmundo J.Largaespada,P. E. (Submitted raider previous NOA No, 05-Od19.03) G. OTHERS 1. Notice of Acceptance No. 11--1013,24, issued to PGT Industries for their Series "FD- 750" Outswing Aluminum French Door w/Sidelites -- L,M.1., approved on 11/24/11 and expiring on 02/24/15. . . .... ...... ...... .. ...... . ...... . . ..... . . . . ...... . .. . .... . . Jaime D.Gascon,P. Product Coattrol scetiou Supervisor NOA No. 14--1117.05 Expiration Date: February 24,2020 1;-4 Approval Date: February 19,2015 A his 1= uu ! C� Cr N N RA. T R---N C H D D r'%'D' It GLAZING OPT IONS: A.7116"LAM CONSISTING OF(1)LIT E OF 3118"ANNEALED GLASS AND(1)LITE OF 3116' HEAT STRENGTHENED CLASS WITH AN.090 PVB INT ERLAYER OF DUPONT BUTACITE OR SAFLEXJKEEPSAFE MAXIMUM, 5.7116"LAM! CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH AN .096 FVB INT ERLAYER OF DUPONT BuTAci-rE OR SAFLEMEEPSAFE MAXtMUIN1. w,H C. 7/16"LAMI CONSISTING OF(9)LITE OF31%"ANNI�ALED GLASS AND(1)LITE OF 3118" EAT STRENGTHENED GLASS WITH AN.0755 VANCEVA INTERLAYER. D. 71160 LAMI CONSISTING OF(2)LITES OF 3196"HEAT STRENGTHENED GLASS WITH AN.076 VANCEVA INTERLAYER. NOA DRAWING MAP E.718"LAMI 1.!R. CONSISTING OF(1)LITE OF 3116"TEMPERED GLASS OUTSIDEi'I/T'AIR SPACE AND(i)7/16'LAMI GLASS ASSEMBLY INSIDE(3/1&'A,.090 PVB,3/16-HS). TOPIC StiffT E TEMPERED GLASS OUTSIDE.!114-AIR SPACE AND(1)7/1 V'LAMI GLASS ASSEMBLY INSIDE�3116'HS490 PV13,3/16"HS). GEN F.7/80 LAMI I.G. CONSISTING OF(1)LITE OF 3/16 RAL N07ES............ CONFIGURATIONS.......... G. L8-LAM!I.G. CONSISTING OF(1)LITE OF 3/16'TEMPERED GLASS OU TISIDEIA'AIR SPACE AND(")7/416-LAMI GLASS ASSEMBLY INSIDE GLAZING DETAILS...,.......Li 1 2 (3116"A,.076 VANCEVA,3/16'HS). DESIGN PRESSURES...... 3 ELEVATIONS.................... 4 4)AN A Co AM C IS............ r, H.L/6' APID 4F I Ll'_ !41—VI; I,G. CONSISTING OF(1)LITE OF 3P,6"TEMPERED GLASS U SIDE, wt rURSPACEA r%"7116".140,11 GLASS ASSEIVAISLYINSID VERT,SECTIONS HORIZ.SECTIONS....,...,.. 6 (3/16"HS,.075 VANCEVA,3116'HS), PARTS LIST...................... 7 2. DESIGN PRESSURES:TABLE 1,SHEET 3. EXTRUSIONS................... A,NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLESASTME1300-02, ANCHOR-AGE.,,..: m"' 10-VA B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTIIlli EI300-02. 3.CONFIGURATIONS: X 0 XX,XO Ox xxoo- xx oxo Xxxx XO,O=x: OR OXXO WHERE 2 REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT&UNITS CAN BE EITHER TWO-ZINGLE, X DOORS ORA DOUBLE, XX DOOR'BOTH USING EITHER THE STANDARD OR THE LOW4USE SILL. THE mmw FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X,XX.AND 0 UNITS TO MAKE THE ABOVE CONFIGURATIONS. U . 4 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NQT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEET S 9 THRU 11. 6.SHUTTERS ARE NOT REQUIRED. 6.SEALANT:INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTORS SEALANT. 7.REFERENCES,TEST REPORTS: FTL-4311,FTL-4312,FTL-4315,FTL-4527,FTL-4;-::28,FTL-4529,FTL-4530,FTL-4921 AND FTL-5941. ANSIW&PA NDS 2005 FOR WOOD CONSTRUCTION 00• 0 0000 0 ADM-2005 ALUMINUM DESIGN MANUAL PRODUCT REM UD w ooinplybv withtba Ftwida S.THIS.PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQU"REMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE"Z� Al*twm0 NO tomn"Dade Pr& i Cww I fill,, L�v zo SIP,' 0 ADVED tES r REPORT APJAMERS. GENERAL NOTES AND DRAWING MAP AGUR FLORN.-'�- M amlo a MOMUS,FL$4275 10, MC201000DECHAWE P.O.Eqx f&V ALUIV, FRENCH DOOR ex SIDE Ll J. IMPA T zw%mftd�l Sam. Shen avfty4, I . kr nT A.LYS�+I�C�31�tf�� lideg,P.E. N041CON191 Fi-$4-174 I== L.T. '41at0f FD750 I FULd 9 & 12 1 8000-11 2 FL P.E.#58705 a i: i _ 4 �et7i3 rl t'�"b`lls7i4i;fii_�3�O3"�t'1t=1i i #i [",fir "1i=ets i..�a�v —~- y116"ANNEALED OR HEAT STRENGTHENED.G LASS J9:"DUPONT BLITACITE OR SAFLEXII€EEPSAFE .075"VANCENIA INTERLAYER MAXIMUM PVB INTERLAYER � I I 3116"HEAT STRENGTHENED GLASS � 3/166"HEAT STRENGTHENED GLASS _ r OR 92 ! 9 OR 9A 10.9 109 90 107 107 105 518"GLASS X05 518"GLASS .. BITE BITE a t EXTERIOR INTERIOR EXT ERIOR i!'TERIO13 SETTING BLOCK SETTING BLOCK GLAZING DETAIL GLAZING DETAIL 7116" LAMI GLASS Wl PVB INTERLAYER 7/16" LAMI GLASS Wl VANCEVA INTERLAYER 718"NOM. 718"NOM, b' 7.11it41:iiVl56 t 3116 TEMPERED GLASS 3/18"TEMPERED GLASS ea� 4 . d3004�� .... .... AIR SPACE AIR SPACE .. `7b1 i 3/16"ANNEALED JR HEriT3118"ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS ••• • E .090"DUPONT BUTACITE OR SAFLE�C1 '••••' : '••' •••• KEEPSAFE MAXIMUM PVB INTERLAYER 075 VANCEVA INTERLAYER ...... ..:. •�— 3118"HEAT STRENGTHENED GLASS �-- 3116"HEAT STRENGTHENED GLASS 95 OR 96 97 OR 98 .... . 159 109 108 90 108 g0 .. .... MODU T PWIRWC a e mglyLng w tl�the Florida 1€�5 518"GLASS Eoll W"GLASS BITE BITE _ 3viirm113ade 3'rorh*ct Contmi EXTERIOR INTERIOR EXTERIOR INTERIOR Et Nl fM!r 1 i SETTENG BLOCK SETTING BLOCK �' .'•. GLAZING DETAIL GLAZING DETAIL �� ss7os 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 7/8" LAM] I.G. GLASS Wl VANCEVA INTERLAYER RevWS) DOW .vkxatr 0 I , I1 t1 L! F.x ;-FWt2W B KoCFIAtdazwissN 3 o.+. R. Wo cH,votooYn,�ME GLAZING DEMIL5 ; q,� '•.., 1 toR�p A a Mod" tr rro CKANW!Hrrs HEFT N6KCCM%Fl.3�tP=s r� ,� � .......... "'°9'. `��' R°` tr6ctrarlc sirrssxE�r ALUM. ERENC�-!�3t�OR& SIDE LIVES IMPACT ''��`S&IO IA�-- ,A ntnstrn p ,KOWS, t34- s «�« ` A.DTVI fft.LL ;P.E. saro,n ay; Gaedc_ NoKOhl1S,F?�4z74 ttv ra Rsr 12123104 FL 4!81175 FA7513 �I 2 a 12 8L7E?CJ-91 E FL P.E.4 58705 Table s. Maximum Design Pressures (Psi a{vERHANG � LE 'GTH Allowed Height(in) OVE HANG � 1�1; (I�) Glass HEIGHT 0Configuration 0 Typos 79 314" 468) 83 3/411 (70) 87 314 91 314" 96314" (8 0 4 A,E +70,0 -80:0 +10.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 X 37" (3� I;r�ytacl� CG +10Q.Q -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 NOTES: Boor 1.I> USING THE OPTIONAL LOW-RISE SILL A, +70.0 -80.0 +70.0 -80,0 +70.0 -80.0 +70.0 -80.0 +70.0 -80,0 {PART 1UT SHEET 8!? 12), T!E 7 i 3/4" (6°� OVERHANG HEIGHT MUST BE GREATER C,G +100.0 -100,0 +i00.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 THAN THE OVERHANG LENGTH(SEE DIAGRAM),IF NOT,THE MAXIMUM PO'TIVE'+)DESIGN PRESSu4E IS i Fall A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 - -80.0 +70.0 -80:0 LIMITED TO+ o:o�sF�QI�ALL sTYI,�s Jamb 36 1111&" AND SIZES OF THE DOOR AND ANY C,G +10!0.0 -100.0 +100.0 -100.4 +i00.Q -100.0 +100.0 =100.0 +100.0 -140.0 ADJOINING SIflELI7ES.(REF.I=TL-59 1) 3011!18" C,G +100.0 AGO.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -900.0 sldallle 3311116" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 Narrow Jamb A, 13, E, F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0. +70.0 -80.0 +70.0 L0.13 36 11116" C,G +100.0 -100.4 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4' - +87.9 -87.9 •• •• D,H +100.0 1 -100.0 +100:Q -1.00.0 +100:0 -100.0 +1110.0 . •100.0 +100.0 -300.0 •• • •••• . 0000.. . . 0000. TOle 'Ia. Glass T e and.Test Re ort Number 0000.. 0000 . 0000.6 A-71-16' LAMI (3/1V Ai.090 PVS, 3/161-18) PTI..-4311, 4312, 4316 0000 . B -7116" LAMI (3/16"HS,,090 PVB, 3/16"HS) UPGRADE FTL-4311, 4312, 4315 • ' :000:0 ••••:• C-7/16" LAMI (3116"A,.076 VANCEVA, 3116"HS) FTI-4527, 4528, 45529, 4530 :00 •0 0 9000 �•••• "i D-7/16 .AMI(3116" 3/16" HS)VANCEVA, 3/16HS) UPGRADE FTI-4527, 4528, ,45294530 '••'- E - 7/8" LAMI I.G. (3f1 a"�, 1/4" AIR SPACE, 31'15°.0,.090 PV63, 3/16-HS) FT6.-431 i, 4312, 43 15 Ronin RENEWED IF -718" LAIIAl I.G. (3116"T 1/4" AIR SPACE 3/16 HS,.090 PVf3 3116"HS) _ UPGRADE FTL-4 11, ��;�itnthaFlarida � ,, 4312 4315 �- a��- G - 718" LAMI I.G. (3116-T, 114"AIR SPACE, 31'66"A,.076 VANCEVA, 3116"HS) FTL-4527, 4528, 4529, 4330 ' 1( H- 7/8" LAMI I.G. (3/16"T, 114" AIR SPACE, 3/16!'HS,.075 VANCEVA, 3116"HS) UPGRADE FTL-4527, 4528,4529, 4630 �y-� 2nSsrtu Aas3c~ �� IYIVIY tio.58705 ,t ( _� Frc ratzns 8 u�T1:TaaEtT0ASTx+S't�r °"` "` ��'. S19EiiOF �. . ac7o sx ,Loc3rar�nr� DES1�3P4 PRESSURES �' '- FLORIO '• JA 9. C AMWOWTEMAGRW FOR LOWIVSE SILL NOKOMIS FL 34275 :ak �i j�s ''•• �� +� NO ALUM. FRENC3�-#'DOOR 331DELITES /1UPACT J.ra otn�to to _ P.O.sox s32a ,„, ` �� ,�.LYt�9hI ILLVA,P.E. �rSy aster Ctrodro6 lkb: - .� NOPCQiftS.FL 34274 � � , F.K. 1P .W4 L.T. W&/05 Fb75+7 NTS 3 d 12 8000-11 � E € FL P.E.#58705 ?tea.'r r RJ i H_'_"" - €1 +JitVc'E 7;3An� Ettx3_ T _ - -'d: �3 any Fid x Ail.t h�I n-n € v: ,zr , 1 JAA 95 314" I MAX . HEIGHT ALL \ i I FBI t . z a Yil OR'!TVckxO V V (SHOWING EACH VERSION �.TI1s.-l:f i.' 37" 36 11116" 3811f16" MAX.WIDTHMAX.WIDTH MAX.WIDTH 25"MAX 74 314"MM.1 WIDTH-`-— 25" 33 3/16" BuZ` '�'.t�_p DLO ALL}S i MAX-DLO 4r j(toff"••••• - UNITS - MAX. DLO f 49 so so* es0000 . . MAX. ...... ...... DLO / • ALL .. .... . •• • f FRaDUCr RLrNEWTD t > l as wmplyingwtihthe Reside t3uitdu►g o d , 41-1 Acceptanm.Ato Miami Dade Product Control X LYNN rtifJ(l�'ri O (FULL JAMB) O (MARROW JAMB) ��`� •��"S� �' NOTES: 1.CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. ` �; No.68705 _ 2.FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3.FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE-SHEET f. I gip:,pow 1STATE OF 2 t FK 1011Mr�+f7[tf+tNGts Nr3$XEE! 0 ��U\ R ;oza r::;xROcoor Rry EXAMPLE ELEVAT IONS � spdect+odt Sao; trs�i�AG Rn ,'� %0No csv�� xaFgr Nox©ufs,��zTs T� ;r , •�•tIo�IR�t•cE'�-•� ,a• •'` � 9rra ,�cxaoFszrrs�xeALUM. FRENCH[ USP SIDL17" , J. PACT ,It sN40OVs,SxM A.LYNkUILLIR � . P.E. AK, i2J23J i L.T 4J8h15 FDTM — 8000-11 E FL P.E.#58705 f FEZ I , 1 Vtl'� i iUAL Sl=f`�-1 ' V-"--RTICA'&- SECT ION A NARROW AND FULLOUTSWING HEAD 4 JAMB SIDE LITE HEAD I-A 61 - 4 OR 7 D (2 3 D' ORIGINAL VERSION TOP MIL A. 21 ALTERNATE VERSION TOP IL MAX.DLO MAX DLO— Pry 0 00 EXTERIOR INTERIOR EXTERIOR INTERIOR � : gg� . rft • 04 06 8mcgem Mob,0 1 0 MAX, MAX, •..... 0000* HEIGHT 0 HEIGHT 0* 99 i-ORIGINAL VERSION BOTTOM RAIL 066:6: • ALTERNATE VERSION BOTTOM RAI UCT RENEWD complybig wiih dwf9urida 2 ,siJdi3tg Code 6 =Ptuwmxme No Date 3 7 3 OR 24 -NGEN81 VERTICAL SECTION VERTICAL SECTIO NARROW AND FULL 0.UTSWING SILL No.58705 JAMB SIDE LITE SILL 0 - &CMUSICK TATE 0 �--JCMW B RE�4S91MMJ SHOWALTE RMTE rOPAND BOMOM RAAL tO7O TECPAMOGYDRIVE VERT110"AL SECTIONS J 0w4w Pr ADDE-OLOWRISE SILL mogavig,FL 393}'5 9tv"Axw ILK' Masao D NO CM&W-9 MIS smgEr P.O.BQX mu ALUM. FRENCH D40OR& SIDE LITE$, IMPACT b;W.—57.kw.—,.—r UOKCA119,FL S-4274 A.LY ER, P.E. LL— 12 1112 8000 E FL P.E.4 58705 v 1 1 ii N lz�.rvj w V 1 14 �,v f j � I i %J f, r� U i-1 So.3 Uc, V Nk V F 63 52 t 26 105 SEE NOTE . 82 20 6 6 29 NOTE:ASSEMBLY HARDWARE QTY(3), 111, ------ 80FROM TOP&BOTTOM AND ONE AT MIDSPAN ) DETAIL J, = 30 20 46SLAB AT. INTERIOR 26 GLASS BED 27 DETAIL G STILES AT ASTRAGAL' DETAIL F DUN FULL JAMB SIDE LITE (AT HINGE JAMB) EXTERIOR 6 82- 81 SEE NOTE 6 82 81 SEE NOTE a I 5 - 106 06 20 20 so 0 6 PRODUCr RENEWED • 80 as emptying vAth tbe Florida --07 guildfitz L AoMtarx–c No do--. -1 Cl/-- 3*"Vate 30 27 -j @: 80 2 Miami Dade Product cmitmi 70 83 29 83 0 DETAIL E DETAIL I \c, DETAIL H v DETAIL K w JAMBt FULL JAMB JAMB, NARRO NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB WE LITE JAMB SIDE LITE (AT HINGE JAMB) (NOT SHOWN ABOVE) Is of Fx - 1Avnvo 1N0V0JnffTM SHEETfA ORR- 1070 TECHNOM?�DRI�� HORIZONTAL SECTION D17A S & ",'0. FLOik\ - J,p- 5 NO CJANGEa TWS SHEaTf-ss 10 N N\� P.D.RqXf,529 ALUM. FRENCH DOOR& SIDE LITES IMPACT Cba<*Od Fr. 5;�� NOKOMIS,FL;342,-4 A.LY14U UiLL4,Ip"F F. IW3104 L.T. 41"5. AD750 0000-f I FL P.E.#58705 Hum"MGM l €��CItLf�t7?1 � f � � € PSL- } i)Tm-1fpW-Vcp DESCRIPTIONi 1K.Te i ! a F ,:hFSKifPARTS � 1 � 80<vs,; �FP.AMB-HFAD,Sjj: �4JAIMB M—*6 I I SfxS FRAME-READ&-r11idGKs.MAMB _ 4 8 DRIP CAP 6nf'�`e € 2 33A di.i-S1ViPiGSIi L 6 3A 6�SCRB V€OV% i 3 . oL.rr-swiNQs1Ll-cow2t 6&*4C IA S 3 7 80 1IS1ALS P1 ATE 68M9 i 4 ! M .DRW CA P &W & ...........Id FRt`MEASSENi13LYSCREW#8Xi„PtiQUAD 7SI k S .........HEAD,SILL&JAMB VEATliMSTRIF SCH=-4L U83337W8 W 20 8012 $TIL 68012 6 5037 SOMYCO\Ell 6m 2. 8014 TOPRAIL 63414 I 7 81;fl9 INSTALLEMTE 680 22 8013 Ii03"i'dh1 RAIE, 68413 8 .•••.. FRAMBASSEMBLYSCREN1<8X1'P1I tJAD 781 A 35 ..........T[IPYIDCCROD$116.18X36' 6TRpK?A 9 84 2 ST11AGpLIsnIpSFAL 48632 35 .........FLAKGFl3HEXN(3TS116-i8 799C itJfA 10 Sass IlL 14W RIS. 4W58 37 8039 TRUSSCt AMF 60378A4 DOOTt PANEL _ 60 ... ...98X3/4"PHS 1? RIVETEKSCRMV 78X34PST1't 5 ----_HEAD SILL&JAMBwywroi5tsuw CHLWAL 083337!'8500 ?A 8012 S71LE 63012 61 8<>2$ IDBUTEHBADTRIM 68028 21 8014 70PRA11. HREJtDiDROD D6SI 6W1462 8629 SID9UTEIA?,4tjTRIM 68M g 22 5013aoTTo f RAII,(TxlzFaDmi�dDD s1cN 13 YD750 NARkOW JAMB SIDE LITE 23 5017 TOPSWEEP 08017 1 8006 1'RAhf1 -I tL&SSLL 680Eb 2�I W0 o "momStVt�P 65016 4 SaQ$- pIt11 CAP 68QQ$ 25 .....SW L P SCROVS,#4 X 112'PML PH 61 M07 SC-mv COVER 68047 26 801$ ASTOAQA6 ACTIVE&INACTILE bS015 T 8004 INSTAU.PLATE 6900g 27 gD210.GEAR HING$JAMOSME 68MIB 8 RAhIFAS15fWLYSCREW 08X 1"PH LAS 7$1p�f, E$ SWA GEARRINQUOVM 6S020A 21 8044 TOP RAIL fi€4Id 2a nig .MA 4 HINGIR 13ACIC OF PLATE 68018 22 $613 I{(1'j()hi RAIL 68£113 •••• 30 S019A 06AR DOORSiI3B 65t119A 35 -..-.. f 11RFADEp 017 Slit 13X36' 6TRWA • • •••• •••••• • • • 31 803$ WR IM <BFAPi 6$03536 ....... ..PJANGED1-IE�i•1IJ1•Si16.18 79W4U€A •• • •••• i •• •” JCT ams"32 ••.• ..... AR N SH 37 09 TRUSSCAMP •••••• 60378M .. . 33 ....•.C.uAR11114M MTC SCItbW MOW TRUSS IiD. � 60 .....----#$X3/4"PHS DRIVETEKSCMV 783(34PSTW ••••: .4 , ,GEAR 1UN M7'Qx SCBE w#12 x-1112'TRUSS HD. •• • 61 8028 SIDEUTB1IPADTRIM (18028 33 ........... . .It1AAD1371tt)DSf4518x36` $I ROD'1 TO =$p10 FRAM lAMB b84i0 ••• • ••�•• 36 FisiNM PLtl1'S116•18 ?S90N(TiA_ • - ASSE1S93�I.Y K1T •• .... 37 Sf139 TRUSS CLAMP 60378hf •• noire • 80 803317 FRENIM DOORASSEh1BLYBFAM 68033B • • s - 33 813 S/S( ±tR L4TC1I ME�kIAMSAi ASHIAND 81 ..—110-24 X 2 I12"PH SCRIAV • � i•••i• ••••• 34 8030 4=0 82 .....#10-24I'M NUT . . . ..•.• 40' - _ATCHAUYSCREWS48X2'SSPIH LTR14D 7MfPAX • 4 8037 SISSH(10-MUTROp SULLIVAN 83 ---—--•-012X I I12'TRHDTiX SCREIV •••� i 42 8045 ANDiI FiUSIIBQLCS WISSRQD UWVAN 8056 SUi3SiLL OPT1Q13AL 6$056 43 5031 5.1i9DT BULT{8311JL 48031 GWS,BtAb$&SIMICQIVE 44 SEIOMBOU J1OF.&STRIKaSOMW9.3-ZX- 'SS Pill LL TP,HD 78X3$PF7X 90 -- (' SEA!-ANT,DONY COMM 899.RS3,995OR AIMT 91 7fi-6'LAM WAIN(E ASS 3t 16'AN .090 PVB,NI6'HS) PRODUCT RivNHWED dS 8D381i i1I -STR#Kl;PLA[EATASTRAGAiL A4:fiYElllldc3EDFFTi) W5110.4�51 asenplybgwlldtthe Fkwida 46 8438E I LMT-STRIKE PLATE ATAS€RAGAL ACTNEHiN EDLU WSI[044SI n . -....7116°IAMINATEDCLASS 3115 M,.090 P%3116'HS2 13WIdingCode ��r . d? — S73tIKEspLAT1rSC1t1:1V58-32X318'SSPH1u.TRND 73X38YFTX 93 ...........711b"LAhi1NATED(,'LASS(3fi6`ANN.,,075VA1�10EVA,3flb°' Acceptance No 4$ -••••••- STRIISEPUI E6iIDDLSSCl2LlV624Xi/2'FH 76I2FPiX 94 ......••••7/16'IAMINATEDC[ASS 1ta;HS.-t17$VA21CLiA,31I5"f{S ' i t I .49 €036 STItlKE PWTI3AT 1iE43D&SILL 95 ...........7f$"LAMI I,G(3116'T;114'SPACE,31I4'ANN.,.094PV8,3116`HS) Y - Miami Dade Product Conizool 54 i)FAbSTRIKLSC(li1VSS58X 11z PEIII LFH 7958ZAK °b .• 718"1AMI I.(3 3116°T,Ito°SPA 3/16"liS..090PV9 31{6'H 51 -••- STR11CaPLATESCRENVS(a SILLSS$X 1/2PHILL UNDMCUTBfI 78X12PFf1UX 91 •-••-••••••718'tAMI I.G. _f 16'T.WSW- 3116'AN4d.,475 VANCEVA,3f16°tiq) 32 BMI IACFIVETPUM SPT ASFIiAND 98 - - -•7!8'L!IMi MC-1/16-T,114-SPACEy3,tleHS..075 VANCEVA.3/IO I1S 53 8412 PASSIWTRIblSEl ASIILAND) 105 9022 BACKBEAD 63022 `{141`1 1v11 r 54 8t}#4 STAINUISSSTEELPASSIVGL.00KOEAR ASHLAND C� 14 tF (C } 106 MA SLS.ACKBFAD 69026A >\� 6 i 55 8014A TOP RAIL 4AG BOLT DESIGN) W14A 107 M23A 7f16'BEA D 6W23A 56 8013A BOTTOMPAIL(LAO BOLT D—c%rC;N) 68013A 108 MA 718"IGBEAD 68024A - a' yo �g7B� }_ 37 SJIb'x2 I/2'lAC1I1flLTS 7516LB2LTX 109 1224 YINYLBULB WSTP(THICK) 6TPZ47 _- = 1� K 9El+f?A}3 s U."DAYE a N a AM JtEMS63,56$r ANO 84. r '� �TQj� �+ R snrnr�cxtvrxt>r�YDRJV PARTS LISA :�Q ' •.........fiLca��?�'t��: x J.R ow2zw R�C ,ltfL'Ea 10WIWEa'II.L NOKOWS,n 34276 tea �j� fi xocwwcESrrOSHEET ALUM. FRENCH DOOR&SIDE L]TES IMPACT '>�i sI{oy��l'` d•#Z D?rnrYav vo.BOXta.3 Sad)69NOfilk sc� srrorr aisi�tki ' ,a,; A. LY1Va�liiiFlll�LF?��. . nne 6Y d.k ;twa�ta� .. Data _ ROKOAiiS R 54276 IT {y 800 �1.. ).E.r#587'05 -.1 -0 ,050 1 4.027--�---:---•-� .583 ` ------3.63G--- ^-6..6. ... s 1.353 -- 1 A33 050—1 3. 3 ------ 40 #8006 6063-T6 - - FRAME, HEAD, JAMB #8003A 6063-T6 3 #8004C 6063-TS Ll #8008 6063-T5 6 #8007 0063-T6 C AND SIDELITE SILL OUT-SWING SILL OS SILL COVER � DRIP CAP � SCREW COVER 1.27 - 3.(}18 ,062 .074 2.0 1.940 1.378 1,498 .050-1 - 3.638 --- - #1 r-• 3.990 .050 #8009 6063-T5 10 #8056 6063-T6 20 #8012 6063-T6 #8017 603-TS INSTALL PLATE { .. �3 . UT SWING LOW SILL STILE � TOP SWEEP .. . .... ..... hLfCT 1�V 1-07-9 - �1►e :.... 1,938 .100 1.938 .fl50 •mess P!o .. 1.487 797 •• ` '. ..... . . ..- I ..4.434 2:244 .,� :...:. ..... $.250 #8013 6063-T6 21 #8014 6063-T5 #8016 6063-T 5 24 ' .• : .... :.... BOTTOM RAIL TOP RAIL BOTTOM SWEEP •• • RoDucrxfmwt .075- a *3%Wth€1W 1.938 .100 lrAa , 1.938 � � tdo 1.467 - outs ` 8 !'- ur3 G3n[ro} 8.250 4.434 2.544- - ' tltllfttr #8013A 6063 T 6 #8014A 6063-T5 26 #8015 6063-T6 ASTRAGAL 014 RAIL, LAG BOLT DESIGN 55 TCP RAIL LAG BOLT DESIGN off. N. &BOTTOM . � �. .• �l�s� •.� r 3r. Dodi 1tfG :tA't2t79 S f:PQfZtD�t1FAL3� `�'�• SCA3��• ••�� 102'0rgavxMOOYVRnI� EXTRUSION PROFILES �O,r' .. �tol��q•• ``Ca £GLOW MS£SiUANDSECONDEX�WH3NS€fE£T. N_U.Y0M19A34225 ice!3 tt��d3 r®' �)nL� nf�n�7 D �+ n a t^r c� a� ar�q�+•� i�f�`�y�..........n �` RY. NOCPktvofS)T•ismEEF At W. FRENCH j1fuC�iJilV9�i [3[ L3�Ll LO i v llhti 1SL�f ""'9slo P'ti `" J}3 Q11?�10 O PO.scx v y j j k t s rwsy D tvt,- NOKOtflS,a M274 � sl��t a� sr>xs ^1�tmua x6+: A.LYN��1L��R.P.E. K l?1Z3t134 t.r 9J8It� -- — T fD760 1f2 8 12 8000-if 2 FL P.E.#587x5 - II .742 , J - .078 �j $ - -^—'2,260 ^'y}� r � p .V�t7 4 E.J1V + _. [------2.763 .072 27 #8021 B 6063—T6 28 #8020A 6063—T6 29 #8018 6663•-T5 3® 48019A 6063-•T6 37 #8030 6663—T6 GEAR HINGE, JAMB GEAR HINGE, COVER HINGE, BACK-UP GEAR HINGE, DOOR TRUSS CLAMP C +i a82 .125 - 3.259 050 . .326 9.00 •••• � - - - .... ..... . . .. . . i 2.622 .05f}. r 9.835 ...... ....: . jjF:cT . #8028 6063—T5 fit #8056.6063•-T4 #8033B 6105—T5 '"' '`� ,• •..••70. #80'10 6063—T6 80 t'� 1ti SL HEAD TRIM SUBSILL, OPTIONAL FD ASS'S BEAM " NARROW SL JAMB � • : •..•• ..... Soo #Soo- .045 9.168 - - .040 .442 ,965 .750 .045 2.313 PRODUCT RENEWED .437 003H 3 .965 045 .818 -- 957 �- mld' Code F' 3Vo g 00 r�L#8022 6063—T5 #8026A 6063—T5 #8023A 6063-•T5 #8024A 6063•-T5 #8 ?29 6063—T5BACKBEAD SL BACKBEAD 7/16" BEAD I.G. BEAD 62 SL JAMB TRIM L`lNN•1rfljr��liJl ,� �to.58705 ~ � 0 9ti1 = sr. nmry Irociw - ; -C} t. uJ FX fC"Z)8 $ UGAWEIFM 'R uQPROFILES.l %O ' •.,, FLOR19p: ''`C�� JfL aI NEVIPAGy NOXot4f,%aE is r� �� •l.1....p• e:1 rr� owla R" NOCRW4GESRUSSHEET P.O.BOX ALtlai� FRENCH DOOR r� SIDELlxES, f�t�'11��" ' I�`�lOfVP;�1> a ,a, ave A'OKOM19,R 84274 ® s LtmsS h Ret A.LYw tib l ri k P.E. FK 1?la; L.T. 6JA'l1S FD760 112 d $2 BODO-1I E FL P.E.#6B7,05 # f_ .; Sul_ t c 31 1 p3" ft I __�_ 3"Pa14r�. �-I�EAfl&SILL . 3'I4,1IN. HEAD&SILL ANCHOR � � ATYP. ' ' ANCHOR i CLUSTER CLUSTER 1 (TYPICAL) 10,671 (TYP iCAL) 10.571" MAX, MAX., O.C. O.G. JAMB ,IAMB y ANCHORS 18.500" ANCHORS ECHO g 18.500" JAMB j y --~-- MAX. �'�"_ ``. IvtAX. AN HORS i HT, QTY. HT. QTY. HT, QTY. HT. QTY. O.C. 9531411-(8) 9Fr 314"«{5) O C A _T 91314"-(6) 913/4"-{8) (2)EQ. (3)EQ. 91314"-t8) 87314'-(5) 87 31411-(8) 87 314"-(5) SP.TY€'. " SP,TYP. 87 314" '8) 83 314 (6) 83 314 {7) �- 83 314"-{5) 83 314"-(7) 79 3,1411-(6) 79 314-- r "- 7. 314 11 7 { ) 11 793.4 (6) ° "-(7) 11.E t _TAIL (CONCRETE) _TAIL B (WOOD) , , DETAIL +� (CONCRETE) SEE NOTE 5 (WOOD) 17j Sig' GLE PANrzL REGARDING (S N L PANEL) (2 OR MORE PANELS) �� - PANELS- ANCHOR TYPES: ANCHOR TYPES: ANGOR TYPES: OF APL i�c�ED� � ANCHOR`HYPE � I OR2 2 op. 3' (2)bR 2 ANCHOR 2 OR 3 LOCATIONS ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE-REPRESENT ANCHORING OF SINGLE X DOORS,OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS,SINGLE X DOORS,NARROW JAMB OR FULL JAMB SIDE LITE PANELS,FOR MULTIPLE-PANEL e f INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED,DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2.ANCHOR PES: 1 114"ELCO ULTRACO 2-1/4"ELCO S84 CRETE-FLEX 3-412 STEEL SCREW(G5) I 04 0- -. ' j 1 CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8"MIN. EMBEDMENT OR TYPE 2 AT 1 314"EMBEDMENT. 1 314"MIN.EDGE DISTANCE FOR BOTH. •••, ; WOOD SUSTRATE-USE TYPE:2 OR TYPE 3 AT 1318-MIN.EMBEDMENT. •• ... •• 3.SINGLE PANEL CONFIGURATIONS:(DETAIL A,CONCRETE SUBSTRATE. DETAIL B,WOOD SUBSTRATE) •..... .. .. HEAD AND SILL......6"MAX.FROM FRAME CORNERS. •••••• ... . ' FROD[fCi' Vb�l•.•• JAMBS.....................11"MAX,FROM FRAME CORNERS, 18,500"MAX.O.C. CONCRETE SUBSTRATE(DETAIL A)AND 10.571"MAX,O.C. /HOOD SUBSTRATE{DETAIL B). CMPIM with tht Fk6d. ••• •• 4.TWO:ORMORE PANEL CONFIGURATIONS:(DETAIL C,CONCRETE SUBSTRATE) '• HEAD AND SILL......6"MAX. FROM FRAME CORNERS,AND AT 3"AND 6°MAX.ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS CLUSTER OF 4). Y•• • i Dade Pro tcf+ ntanl. JAIM1BS....1 l"MAX.FROM FRAME CORNERS AND 18.500"MAX.O.C. 6. TWO OR MORE PANEL CONFIGURATIONS:(DETAIL D.WOOD SUBSTRATE) I.YNN fi HEAD AND SILL......6"MAX. FROM FRAME CORNERS,AND AT 3",5",.9"AND 12"MAX.ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS(CLUSTER OF 8). ° � PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS,REQUIRED ONLY ON PANEL WIDTI-dS OVER 27 314". �•' 0 c�Ns� JAMBS.....................11"MAX. FROM FRAME CORNERS AND 14.571"MAX.O.C. � No.5E3705 ReKGs� Has nr Rz4!G>TNGTrPfMANG TOAhTWOMdEOUTSIDE ADCOUMY pea�exs ��•,• STAfE OF .•�+�� FA <;arrzne s rv�s�Ko"o W. ,,tcraFacaNntvrsE�roaFs�sa.. tA1t�tQiPi�l1G Res'skv� i�tT@7ECHNtxDQ+'DRIVr '.FECRt� �N\`� AR 'a9 G N3CIL#hGa irfSSYI>-cT N©IC©hffa F1342F3 Rens¢ tarb �e+ kru �� s A t� OWNGEO,Avc RV-TOY1C7g ccH1. ; ff IONM_ .LSM FRENCH DOOR A SIDE LI f ESS IMPACT i JfL ai,�r�a II tT'.Q.BD�id19 � �/f i # �tti awm�Y flaie ? �Seac_ raa: NOKG3i1S,F3 y4274 a &rkok%dt s"4c $.et tt axa IRar A. LYNf`1�t�i~L. A,P.E. K i?J t„ ?d I T. 418!06 Fd37 E3 i*fSl 10 12 8t?Qi�f E FL P.E,#58705 i CONCRETE ANCHOR MAX. Vffii OD AN C z I C6.lf:s f{ETE Aiy�sl--' -•1-�• v�.L l�V a3.. a -�Y T1 SE �� GROUT 1 TlM T7.0'1i1E• . 1 t }I :; �,� t ,u-.,. SE OTE 2 t a ROU� SEE NO I�-2 114 Ems. (NOTE 1) r- GROUT, � � �� rig..� � �� yS�EE R' F { )[t• I SEE- 0t .. ... S 5'1 /f F;•z Fr,r' ra i"7L .3 -1 ..........^'_• <: _ GROUT s-' _ _ - ... 3"'-17 SS-•.- sl`s✓ L NOTE s SEE ```` NOTE 6 I NOTE S :t{:?i +••i l:,r i.1,4`:i?i; R` q �_/ :f.7`y'�r•lr'• .-.y`.ti.:.�F .•» 0-=s1. • _.. ._� .t•_ 'a•,••• - -i: EMBED. -.._.r •`-' .. ..-...--L . _ i f`. �_ ` f.:--T a •_4cr.i-Lia� - -ic• :5 _ - '3.4 KSI Itl. :fi '+r : '" •.' • i " M s x._ >;r SEE 13 3, KSI MiN. �,� > : ' SEE 1 3f8 � � 1 -CONCRETE . ° -CONCrRETE'' _ • ._, i 3 8 1 c •� ►AIAt n..WOODr- At 1 ;,• ;. NOTE 1 r• NOTE 1 ,SEc . 2x WOC3I�F,SEE :>.Q.1. - .'}••. .••:.: :S•L 7a NOTE 3 MOTE 3 TYPICAL SIDE LITE SILL OP i I NAt SIDE LITE BILI~ TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILI TOWOOD) EXTERIOR INTERIOR (ALL HEAD&SILL SECTIONS) 3.4 kSI MI - EMBED. ,_ 114a CONCRETE 4 ;L,: �;j SEE tas �.°• •:EMBED. - NOTE 1 ' -3.4 I{SI MIL . .. IV1A?C. t._ t__ ia, } .. SEE • �. -: > r �c . > 2x WOOD1318"MIN. At feecPts -'tDl`�.`Z�i' CQNCRET SHIMa 15 NOTE 1 SEE DOTE 3 1x WOOD . y..J I SEE NOTE 3 11t4,"1 914,i MAX.. �, • • • •••• •• • _ •• • ••• • . I MAX. a) —1, . SHIM •••••• •• •••• • • SHIM � - •••••• • CONCRETE ANCHOR,SEE NOTE 1 AGONCRETE ANCHOR SEE NOTE 1 &WOOD ANCHOR SEE DOTE 2. ••.. . .. .... • PI�Cl�IfEf�t2,Eiti'f,'WEt3 • ••�. • TYPICAL 1OR g SIDE ID ITHEAD -Code- II,�td: A 't N"w6 Itls��*flbte�t s •••• • I g- NOTES: vat# ! 1.FOR CONCRETE APPLICATIONS IN MIAIvLI-RADE COUNTY,USE ONLY MIAMI-DAVE COUNTY APPROVED ELCO 914'ULTRACONS OR 914"SS4 CRETE-FLEX: MIN.DISTANCE :_ " ��, �k;. • FROM ANCHOR TO CONCRETE EDGE IS 1 314m. MIN.EMBEDMENT:114"ULTRACON- 13!8",114"SS4 CRETE-FLEX-1 314", 1Vti�!34k S3�d-Y;�` 'i i �• • 2, FOR WOOD APPLICATIONS USE#12 STEEL SCREWS(C5)OR ELCO 114$SS4 CRETE-FLEX-1318"MIN.EMBEDMENT FOR EITHER. •• • 3.WOOD BUCKS DEPICTED AS 9x ARE LESS THAN 9 112"THICK;. lxWOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.. WOOD BUCKS DEPICTED AS 2x ARE 1 112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). 4.FOR ATTACHMENT TO ALUM:THE MAT`L SHALL BEA MIN. STRENGTH OF 6063-T5 AND A MIN.OF 118"THICK. THE ALUM,STRUCTURAL MEMBER SHALL-BE OFA SIZE TO PROVIDE FULL,SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET,THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ,58705 ON SHEET 10 MAY 8E USED. IdO � 5, IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL ISNOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,.(DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. lit fI .:• `I ax Dyne ti.rri� FK rcufa t ►r , ert:? ,tur3trs ix�4 /x+ STATE CF ttj� ores. �s �O MFt1 KSI:QF CONLREtt?, '.0713�£GFINOLL`r33Y DcfltJ� PI^a}�{� �7+ �i TAILS %{�s'•,;�C ORit)P,.•' �'C\� +I.t�, ti3r 2t38 C 1f3f35DSlUELtiE81ttOtIA}C {}�?i 4sY12rr?A tA.YS. l�Cs3A418.FZ.3at273 F Sid cxMWD TAPCCW t0%;L7 40 . - ALUM. FRENCH DOOR& SIDE t ITES, IMPACT �jl�;s1ONAL WIE�x `ice ws us�rrtt c�a . s�� s SO"i �� r a s�. mar# A.L IVt'A 11 Il P.E. r i?/?�l(J4 L.T. 4IM Ft773a t �/4 9l ^� 92 8000-11 E FL P,L.€158705 CONCRETE NAL (ALL SILL SECTIONS) OPTI la ANCHOR, OPTIONAL ff SEE NOTE 1. 804 SHEET1 ! I 84� WOOD A CONCRETE AANCHOR A ANCROji A WOOD ANCHOR, 114"MAX. SEE OTE 2 SEE NOV 1,SHEET 11 LN SEE NOTE 1, SHEET'fit 2 114"MAX. SHEET I 1 0 GROUT, 114"MAX. 1/4"MAX. GROUT, SEE NOYE SEE NOTE , 6,SHEET If GROUT GROUT, 5 A SEE SEE NOTE SHEET11 NOTE 5' 5,SHEET 11 SHEETII i A EMBED. -.3.4 KSI MIN.%, 8 E-F_ 0-T- E I 7318 2. xw66D, 8HEET 11' CON. CONCRETE:. MIN. SEE NOTE 3= 1 318 WOAD, MIN. SEE NOTE 30 SHEET 11 SHEET 11 TYPICAL DOOR SILL OPTIONAL DOOR SILL TYPICAL DOOR SILL OPTIONAL DOOR SILL WOOD) (DIRECT TO CONCRETE) (SUBSILL TO�:CONCRETEI (DIRECT TO `FOOD) (SUBSILL OD)TO 'WO ' EMBED EMBED. ;m=' SEE %4 SEE COMPETE CONCRETE NOTE 1, NOTE 1, A ANCHOR.— ANCHOR,- A SHEET 11 SHEET11 SEE NOTE 1, SEE NOTE 2, tis INTERIOR SHEET II SHEET I I MIN. IN. (ALL JAMB SECTIONS) CONCRETE z 'EXTERIOR 0:09 ANCHOR, SEE NOTE 1, SHEET II 3.4 KSI MIN:-F, CONCRETE Z, nn 0RI,6KSI 3.4 KS1 MIN. MIN.CMU CONCRETE 2x WOOD, m Coll] SEE NOTE 3, 1 big with the Florida • D, MI& Ix WOAD, SHEET 11 SEE NOTE SHEET 11 01-al en 114-MAX. SHIM----] 1/4"MAX SHIM 114"MAX SHIM—] .........................................17 TYPICAL DOOR & SIDE LITE JAMB m I-YN/v ml VNC;ENSF No,58705 AK NEVV-qM ADD SVBSIU AADAMR114TESTATE OF TOP a somm PAd'Fxmusww. ANSEP MW K$1 OF TEcFw(xc'Gyj�'-Jw ANCHORAGE DETAXS CO2Z V r7tGWTi1SEs1Ei 0l7101G RF HC DETAILS. WKWO,FL 3075 E LITES, Awftsk �L_. I Ap KOKOMO,FL 34274 F0750 8000-1 f E IL &;twns�� '�t( jt� L Ix ovwfo ALUM. FRENCH DOOR SID P.O.a ox IMPACT A.LYN� FK.r&alw 12 a 12 FL P.EX 58705 ` MIAMI•DYADE~ \ rx OD O ACTION DEPARTMENT OF REGULATORY AND ECO 4 C 6 eets A00111 208 BOARD AND CODE ADMINISTRATION D1VI F(786)315-2599 mi orida 33175-2474 NOTICE OF ACCEPTANCEN �8 -2 e►1 uuwiUadc,gov/economy. PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations go n ' the use of construction materials.The documentation submitted has been reviewed and accepted by Miatni-Da ounty RER-Product Control Section to be used in Mianii 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 AM (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"1hD-101." Aluminum French Doors w/wo Sidelites—L.M.1, APPROVAL DOCUMENT: Drawing No. 11.005-1 Rev E,titled"Alum. French Door& Sidelites,Impact", sheets I through 10 of 10, dated 04/04/2012 and last revised on 05/29215, prepared by PGT Industries, 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 Sinall.Missile Impact Resistant Limitations: 1. Use of Table 1, require full length reinforcements(item 422)for OX,XO,XXO,OXX, OXO and� } The 0000 . .. .. lower design pressure from X,XX door or 0 (sidelite)shall cout�ol. . • 2. All laminated glazing options (glass types, A, B, C, D&E)must have 3/16"HS glass ttt ireptior side. 0000:. 3. '/4"Elco Ultracon(former Tapcon)to be 4"OC into Cone. and 6"iinto CMU(jambs). ...:.. 0000.. 4. Unlisted missing items#! 68, 69,75-89 and 100-102 in Bill of Matgial are not part of.ppie vials •• • 5. Applicable Egress requirement to be reviewed by Building official. •••• •• ••;••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logos arty,4state an4••0 0 0 following statement: "Mianu-Dade County Product Control Approved",noted herein. 000000 . .' RENEWAL of this NOA shall be considered after a renewal application has been filed and there has by�q jUchangV""' in the applicable building code negatively affecting the performance of this product. 000 ;0 0 0 0; TERMINATION of this NOA will occur after the expiration date or if there has been a revision or chM1&eittthe • materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this;NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0516.02 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Iphaq I. Chanda,P.E. NOA No. 15-0528.24 qM11AM1.DADCC0UMExpiration�y1p Date: October 18,2017 MUM �//�/��,,�_ Y/�& Approval Date: July 23,2015 1\6 C40 Page 1 ` PGT Industries,Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted tinder files # listed below) 2. Drawing No, 11005--1 Rev E, titled"Alum.French Door&Sidelites,Impact",sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 05/29215,prepared by PGT Industries,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS (Submitted under files#12-0516.02/#11-1013.22) 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked—up drawings and installation diagram of fixed sidelite(0)w/insulated laminated glass,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No(s) FTL- 6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 2) Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202.94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with marked—up drawings and installation diagram of.Aluminum outswing doors w/sidelites,prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214(54'Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E. 00006" 2. Glazing complies w/ASTME-1300-02, 04&-09. ; .•. 690* •••••• .. 0 ... . . D. QUALITY ASSURANCE Soo:** •• •••••• Miami Dade Department of Regulatory and Economic Resources � ). •••••• E. MATERIAL CERTIFICATIONS 0000 .. 00000 • • 0000.. . . •0.0• 1. Notice of Acceptance No. 11-0624.01 issued to E.I..DuPont DeNemonis-&•Co., nc�t'or theif.•... "DuPont Butacite0 PVB Interlayer", expiring on 12/11/2016. ;••;•; •; 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their:`Saflex (clow 4 colorl'• interlayer", expiring on 05/21/16. •0.00. . .. . 0000 . . F. STATEMENTS '• 1. Statement letter of conformance to FBC 2014(5"1 edition)and letter of no financial interest, prepared by PGT, dated 05/22/15,signed and sealed by Lynn Miller,P.E. 2. Lab compliance as part of the above referenced test report:. G. OTHER L This NOA revises NCA# 12-0516.042, expiring 10/18/17. 2. Test proposals dated Jan 18,2017 and 02/15/12 approved by Jaime D. Gascon, P.E. fsliaq I.Chanda,P.E. Product Control Examiner NOA No. 15-0528.24 Expiration Date: October 18,2017 Approyal Date: July 23,2015 E-1 '1. GLAZING OPTIONS. �.G .x i LITE i s lk3 E C GLAA PLUS 9 B 1� � � E Pr a.,7t 1 � 5- A,313"LAM! NOIR.(.402"�CONSISTING OF{,� ,TE t�� 1,3' A,3�dZAL�C3 GL��S L�;,.AN .0.>0 PV a�TERLAY�R O: �... �T BUT Or SA""LE�fXEEPSA;�-E:�,�AXI�;�Uki 1 �•.�. PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. J 1� , B. 318"LAA�lI NOM. .402" CONSISTING OF(1)LITE OF 118"HEAT STRENGTHENED GLASS FLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX_fKEEESAFE , d 1 O MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. � C. 7/15" LAMI NOM.(.465")CONSISTING OF(1)LITE OF 3115"ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3116" HEAT STRENGTHENED GLASS. D.7116"LAM] NOM. (.465") CONSISTING OF(1)LITE OF 3/18" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM! PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. �� '�a'��'I�� '�� L) � E. 13/18"LA11tIl IG NOM.(-840")CONSISTING OF(1)LITE OF 3/16 TEMPERED GLASS, 1/4 AIRSPACE,(1)LITE OF 118 STRENGTHENED GLASS PLUS AN HEAT S .090 PVB INTERLAYER OF DUPONT BUTACITE PLUS (1)LITE OF 3/18"]-HEAT STRENGTHENED GLASS. TOPIC SHEET 0 2.DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. � O o �' A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GENERAL NOTES............ 1 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS........._. 1 ; 3 p 3.CONFIGURATIONS:X, O,XX,XC},t7X,XXO, OXX,OXO,AND OX.XO. GLAZING DETAILS........... 1 a -7 �3 Irl o _ _ DESIGN I3RESSURES...... 2 �- 4.ANCHORAGE:THE 33 1/3°<o STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN! OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE ELEVATIONS,....S......,..... 3 I LL Lli REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT. SECTIONS............. 4 D- 5.SHUTTERS ARE NOT REQUIRED. HORlZ. SECTIONS.,......... 5 .�. ¢ o 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LISTS................... 8 0 f.,. . � LL o 7. REFERENCES: EXTRUSIONS................... 13, 7 W •• � • �, m{3• Q7EST REPORTS FTL-4964, 5212&6864; ELCO ULTRACON NOA'S:;ANSifAF&PA NDS FOR WOOD CONSTRUCTION APED ALUMINUM ANCHORAGE.................... 8-10 •• .. � .= y T-• DESIGN MANUAL. •• Z O 8,THIS PRODUCT HAS BEEN DESIGNED TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY �_; z • 0 HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS •� , - •'� 9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN. =ANNEALED r •� �. • A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2. PREVAILS. HS. =HEAT-STRENGTHENED •� ••� •••• B. FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5), IS REQUIRED ONLY AT ALL DOOR 10 SIDE LITE CONNECTIONS FROM TP. =TEMPERED Z Ill r• TABLz 1., S;-:T.^z. REFER TO TALE 2, ^��HT. 2 FOR DOOR TO SI LITE CONNECTIONS WHICH DO NOT REQUIRE !i E#l%22 REINFORCEMENT. N. . f .,1, .p. . T- • ri r ; Ao 4 � - a Lu oZ = < 30 0 QN T rcq I �to M ' 1/2"GLASS BITE ' 1/2"GLASS BITE ' 1/2"GLASS BITE L o�X 5i Z3 EXTERIOR - EXTERIOR �,Z<?O O 903 — 90, FX{ERIOR � >o. 9 " � z 118"AN. OR 1 3116 AN.OR�f I 1 114 AIRS, ACE 3116"HS. HS.GLASS HS'GLASS I 3116" HS. GLASS 3116" HS. 3/16"TP. GLASS .090 PVB INTERLAYER GLASS 090 PVB INTERLAYER GLASS (DUPONT BUTACITE OR (DUPONT BUTACITE OR DI,P _ _ 118"HS. GLASS SAFLEXJIiEEPSA E SAFLEX/KEEPSAFE .090 PVB INTERLAYER MAXIMUM) MAXIMUM) (DUPONT BUTACITE) ~ � J 7118" NOM. 13/16"NOM. �� s.1u N =u ul 3/8"NOM. ,,, GLASS = : z "' ' t'� : z=� GLASS STACK Gb%SS STAIC,{ 's'• ©_� I STA^I'; I% - = z ,� � " L;II ] NOW 13116" LAM IG NO '�"-7��y' �.• ' 31$ LAMI1 OM. .. GLAZING I•'T1 31 , � GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, OTE '� ��'�:�`��`� ?01.1 , � � /� NA i z -' ---- ---- - -- - 3 TBE , DESIGN PREISSURIES FORLL OFiIA7` ON NOTES s 4 APPRMFEE•D-ON--IGURATIONS: , O�� XO, 0X0, X;�.O, O XX& �,. O € y 19, OR. DOORS° ; S]D LIT ES THE LOWER DP FOR T HI. DOOR OR SIDE LIFE PKENWI S f 3. GLASS TYPES: PVB, REINFORCEMENT IS REO 5RED AT DOOR & SIDE LITE CONNECTIONS Q 318 L Alit(11Se,A, .n90 3115sa HS) � � B. 318"LAl'�7I(918" HS, .090 PVB, 311�i" HS) � ;� _'- : tea DOORS WTH GLASS TYPES A 8, C, D OR E - C.7/116"LAMt(3/16"A, .090 PVB, 3116"HS) HEIGHT D. 7116"LAMI(3/16" HS, .090 PVB, 3/16"HS) E. 13116"LAM] IG(3116"TP, 114"AIRSPACE, 1/8"HS, .090 PVB, 3116" HS) X 113TH XX WIDTH 6 -79 f 7°-83 3/4" 87 3/4' 91 314" 8 - 95 314" R c�a L 3 ° 37 1f2" 71 3/4 +7 i.0 -78.0 +78 0 -75.0 - 75.0 -75.t +75.0 -75,0 +75.0 -75.0 2.COMBINED DOOR R SIDE LITE WIDTHS FOR TABLE 1 OR 2. 3 MAX. OX/XO WIDTH = 73112' SINGLE SIDE LITES VATH GLASS TYPE A MAX, OXO WIDTH= 109112" MAX. XXOIOXX WIDTH= 107 314" a. Q 27 314" +75.0 -75.0 +75,0 -75.0 +75.0 -75.fl +75.0 -75.0 +75.Q -75.0 MAX. OXXO WIDTH= 143 314" � p ® 2 36118° +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 z �. � -- 0 3. SINGLE DOORS 33 518"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64118" -� P C z o 36 3/4" +75.0 -75.0 +74.9 -74,9 +70.4 -70.4 +66.6 -66.$ +83.1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE " � � 3.� O D'�`I-I SINGLE SIDE LITES �' GLASS TYPES 8, , D OR E FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. � � 36 3/4" +75.Q -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +75.0 ,-75.Q 4. DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADS COUNTY. s!3 fl � TABLE 2. DESIGNPRESSURES FOR COMBINED D 1 SIDE SITES ONLY 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: F- �••• �� O Vit!) •� APPROVED CONFIGURATIONS: OX, XO, OXO,XXO, OXX& OXXO EX.A FROM TABLE 1. W •d?. :p (THE LOUVER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A • •• LU •O •, - . 30"WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES •• �• © � • REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LI T E CONNECTION � �- •0 I� DESIGN PRESSURE_-�67.s 1-67.6 PSF • . � :�. •� GLASS TYPES A B, C, D OR E • • Fes.t3 FROM TABLE 1, :; L•1s :�. .Z •••• . HEIGHT w 0000 . OXXO WITH GLASS TYPE A n-• LL r • X DTH XX' 3D T i-I" 66 -79 314'' 1 -$3 3f4'' $7 3f4" 91 314" 89-95 314- 66"WIDE x 8 s"HIG;i DOUBLE D OflR WITH 36 112"SIDE L ITES :�� .z LL �.�:. 2fl 25 10 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 DESIGN PRESSURE_+70.d/-70.4 PSF �•�.t;, ate. � 27 112" 513/4" +54.9 -54,9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 EX.C FROM TABLE 2- 12 Lu fl OXO WITH GLASS TYPE C 29 112" 55 3f4" +51.7 -51.7 +48.8 -48.8 +46.1 --46,1 +43.8 -43.8 +41.6 -41.6 30"WIDE x 87 3144 HIGH SINGLE DOOR WITH 26"SIDE Li T ES DESIGN PRESSURE_+43.6/-43.6 PSF Z 26 31 1f2" 5" 59 3f4" +49,0 -49.0 +46.2 -46,2 +43.6 -43,6 +41,4 -41.4 +39,3 -39.3 ��c N 1 ,, EX. D FROM TABLE 2. 2� 33 112" 54 63 314'" +43.1 -43.1 +43.� -43.1 x•41.5 -41.5 +39.3 -39.3 +3, .3 -37.v o OXXO b'/ITN GLASS TYPE C " 4" +3t,1 -321,9 +38.1 -38.1 +-8.1 -38.; +37.5 -37.5 +35.6 -35.6 63 v/4"W/!DE x 80"HIGH DOUBLE D(QOR WITH 26'SIDE LiTES 35112 67 3f DESIGN PRESSURE=+43.11-43.1 PSF "Z 0 0 3� 3 r 112" 60 71314,1 x-34.0 -34.0 +34.0 -34.10 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 �>�$ O DTH GLAS TYKES A„ E, C, D Off' E 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 314" +75.0 -78.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT .. DETAIL. 12 314" +75.0 -75.0 +75.0 -75.0 +75.0� -75.0 +75.0 -75.0 +75.0 -75.0 � SINGLE +72.4 -72.4 +68.5 ' -63.5 +65.0 -65.0 +61.9 -61.9 +59.0_ -59.0 �`v�. �, ai + .5 -64.5 +61,0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 v3 SIDE LITE 21 314 64 I _ -447 +42.62 -472 +44.7 -42.6 7-0 7, ° g° 52 "2.9 +49,Q -49.9 +47. pit i fl �� t -2211 1 36118" +305.2 -35,2 +35.2 -35.2 +35,2 -35.2 x-35.2 -35.2 +34.4 -34.4 '� _ u� ' • G'=j _i " x34.0 -34.0 +34.0 X4.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 36 314 � ` �>`� 3 ! ----73 f2" ,A�. � s n1 109 112"MAX � � �, 43 3f4"MAX. Y��°��°-� � �a��;� , c�3 ,' '_ _�>v �� NOY,` v Jtv � �v - -S=E yid T i» �t `' ° — — -I 3 ue` ��m- ! -- ,�n. �-w. ` MAIC. t;3:tom. i g,r'... I .,> a� , r =; iSE� ^+ f 3 49 9 ! 95a cq /fes i (TYP.)- 10 TYP. -10 iE E[ I E O "// E O O X AC . X INACT f!3 LL 06 0 It SEE NOTE 4 —� SEE NOTE 4 SEE NOTE 4 SEE NOTE 4SEE NOTE 4 1!OXORXO oxo oxxo 61: •• • ... 00 ZD (n• 71314 MAX. xz. Lw } _371/2" 24 9116"MAX. 33 5/8"MAX •Z .... { (TYP) 4 ..�. I A MAX�`� �-i DLO(TYP.) o i� tr . ..w 95 314" 4941 g .��•• HT. I.LI a�1• �•� �; TYP. 95 3/4' MAX.6-04 MAX. i 84 318" j / " ,a,pcam! � / C?LC3 �/ fff 84, 8 a M X� T TV— P. T` DLO Lu (TYY.) DOOR U m M Q LL- DLOHEIGHT =HEIGHT All 318" 40" DLO WID T H'X' =DOOR WIDTH 4215116" o z (TYP.) D� ID Ct IC F IF DLO WIDTH'XX'=DOOR WIDTHI2-11 5/16' " ! x X AC . X INACT O SIDE LITE j DLO HEIGHT= HEIGHT-113/8" _ - DLO WIDTH =WIDTH-31/8" 41 NOTES: v v its Q'. �i�yo 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. o , 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. � Y ! � �. _ y I i 3. SIDE LITES OVERLAP'X'AND'XX'DOORS BY 314"WHEN ASSEMBLED TO MAKE'XO', 'OX', 'OXO' XXO, OXX ANC? OXXO CONFIGURATIONS. I -' .�� G '� 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECT IONS(SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOF?'X'AND 'XX'DOORS AS FOLLOWS: ('X'DOORS =WIDTH-5.646) ('XX'DOOR=DOOR WIDTHI2-4.079) % 'S'r '• � . ��! � n 3 : 04 r 40w 'IU 2 64 AT HEAD/JAMB � 6 U 37 0 S 0 a. 65 AT SILUJAMB 0 o M_ th CLEAR-COLORED Q W c z° o SEALANT W EXTERIOR INTERIORLU . 62 63 00 { • 1r . MAX. . U .... MAX. MAX. MAX. SIDE fit z ..:. -j ..w [ O DOOR DLO LITE .J M .t.. ...�. HEIGHT HEIGHT � LL o• .,W L�LT�• i1,! C lit ©� ¢ L SL VIEW G-G �>a _ OpZ Z 3 CORNER ASSEMBLY 12 40 1.489 DOOR SECT. A-A SL SECT. B-B �r 13 VERTICAL VERTICAL %`':�� ; Q�,: s MAX 'X X'W I DT irw ® O nI uj lIr 77-7n�It CL MAX. IAx. O $ © LO DLO ' ' SACT. _C �'" DLO 3 C z o a r 3 34 HORIZ. 46 4 5 32 e a MAX.X WIDTH mffi� xx LL, cn • • O • w X ]]�" INTERIOR a• tLIIt LLI �•••U7 •••• •� • •••• . . Z• WLL q PO �rMAX. a • •tp ate• •� •'° • DLO X SECT. D-D a • �'� $ - 46 21 15 HORIZ. EXTERIOR x w a s t= <C SPACING,SAME AS OM JAMB ANCHOR SPACING MAX.SL WIDTH � �, cl MAX.SL WIDTH � (SEE SHEETS 7,8 AND 9) r Q x : S m to m !s >�� ( 66 636 t MAX [+/lAX. •-� SEE TABLES 1 AND 2 AND DLO - z ; DLO \ � NOTES ON SHEETS 9 &2 z ; �E o: Z --p3xnr, iHwnye er3 ir 7"Ys i - • f+ i� `Z 66 b62 L SECT. E" SL SECT. F-F UJI Q- HORIZ. (DOOR ill SIDE LITE) HORIZ. (SINGLE SIDE LITE) �ti� ...... I "S Ea�""#'sa''ii�'9 iO�� - _ 3 �u.9"�So�R. 3 39 i - 13 8191• 'dh 3 3 a 1 9438 6041 1 FRAME HEAD ( 60 9-2OD 16920D 1SIDELITE HEADER ( a 2 1010 6030i.� WSTP.,Q-LON .190 X.3,75 HIGH 61 9210 16921 (SIDELITE SILL i • n T 9•+ P aaaE �.1A P��7 s 3 7070 67070K Bu f-ATHERSTRIP .187 X. HIGH 62 916 6038 4 107 7955X �FLUSHL30LT STRIL EPLATE 63FR:1267K_ 78-IPQA #8 X1,000 QvAD PN. SMS 1 � � � 4 r�, q 3 5 938 7938 ° �2 PT. LOCK STRIKEPLATE 17998 HEAD GASKETS (STOCKING #70998) ti SILL GASKETS S IOCKING#70999 6 956 7956A FRAME HEAD STR.KEPLATE SACKING PLATE 657999 ( ) a 7 7832X12FPXP #8-32 X.5001;PH. FL. MS - S.S. W/SILICONE PATCH 6661641M SIDELITE.IAMB ADAPTER 8 995 70995 GASKET(BETWEEN THRESHOLD & FRAME JAMB) £7 #12 X 1.000 SHEET METAL SCREW 9 996 70996 GASKET(BETWEEN HEAD& FRAME JAMB) - 70712653K SETTLING BLOCK, 3132" X 114" X 11' `,1'1IPSA, 85 +1-5 DURO. _ ;y w 10 1952A 65330'16 FILLER HEAD ADAPTER 71 SETTING BLOCK, 1116" X 112"X 1" WIC'SA, 85+1-5 DURAS. 11 110100 611000M OL ITSWING THRESHOLD 72 14222A 164222 MEAD, 7116" o U 12 1670 1671670 WSTP, .350 RD FOAM FILL T-SLOT(AMSBURY:#332011) 73 988 16988 BEAD, 318" fl 13 11004A 1611004M OUTSWING THRESHOLD CHANNEL COVER 74 40678 164067 BEAD, 13176u LG 0 n � T 14 11001A 411001A ACETAL SPACER.065 (INHOUSE INJECTION MOLDED) 90 6DURAKI4 114" DIIRASEAL IG SPACER 15 I 11002A 411002A ACETAL SPACER .095(INHOUSE INJECTION MOLDED) 91 6TP248 BULB, THIN (USED IN EXTRUDED BEAD) a z o 16 11003A 411003A ACETAL SPACER .140(INHOUSE INJECTION MOLDED) 92 986 8458E 1BEAD, INTERIOR I.-. �r 211 1915D 60380 FRAME JAMB (OUTSWING) 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD), 65=1-1 DURO. J � 21 1010 6Q300 WSTP.,Q-LON .190 X.375 HIGH 94 GLAZING SILICONE, DOW 899 OR 983 � Ul � 22 €608 56808M REINFORCEMENT, 1.004 X 2.760 X 0.650, 61361-T5 95 GLASS, 318" LAMI- 118" A, .90 PVB, 3116- HS w LL 23 1140 78XI12PSATS #8 X 1.500 PH SQ A TIS 96 GLASS, 318" LAMI- 118" HS, .90 PVB, 3116" HS L-- 0 24 1048 71048 ,JAMB SCREW COVER CAL' 97 GLASS, 7116" LAMI-3116" A, .90 PVB, 3/16" HS � .. �'� 25 930 41721 N STRIKE PLATE INSERT 98 GLASS, 7118- LAMS -3116" HS, .90 PVB, 3116" HS '� ... .0 26 1118 71OX34PFA ##10 X.750 PH. FL SMS 99 GLASS, 1311#"3' LAMI IG -3116" TP, 114u AIRSPACE, 118" HS, -90 PVB, 3116" HS off• • .:0 .�. 27 7070 +67070K BULB WEATHERSTRIP .18.7 X.300 HIGH 103 OFF-THE SHELF DEAD BOLT LOCK = 0 p ••� ��. 30 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 917E 6911 DOflR PANEL, SIDE RAIL % 32 917 7FRM0 HINGE EXTRUSION504-� 33 1Lu rt. i �• 178 71Qb8I=P 'i1,B #10 X.625 P.H.PI-:. FL. S' S 34 913A 60378M TRUSS CLAMP rl .360 35 111313 6TRODA 5116-18 THREADED ROD .055— -IF6— $ ' '<`; 5 IZ - 36 990 7990NUTA 5116-18 FLANGED HEX NUT ��• ' '� 37 914A 160379M, WEATHERSTRIP CHANNEL OUTSWING THRESHOLD 38 7834FPT #8 X.75 PH. FL. TELL I CHANNEL COVER 39 997 70997 GASKET(BETWEEN PANEL HEAWSILL & PANEL STILES) �, �} � 6063-:-16 �� _ , H N 40 11023 67924G WSTP., .187 X.250 HIGH, FINSEAL 41 1928 41720_ SLIDE BOLT ASSY. (INAC-91 VE PANEL ONLY) 42 11145 76Xl2FPA- Vkj 46 X.500 PH FL_SMS TYPE 1305 8 urs y; 43 12'12 7P30GG SILL DUST PLUG (INACTIVE PNf.) ��,— 44 983E 6983 DOOR PANEL ASTRAGAL_ 1 (OUTSVVING) o 45 19848 6984 I000R PANEL ASTRAGAL 2(OUTSWING) ---2,750--- a 46. 7213 60200K WSTP.,Q-LON .198 X.200 HIGH 47 1929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F ##6 X.750 PH. FL. SMS 1.010 t i ► r i,,, 49 (982 FD2PTAY 2 PT. LOCK ASSY. ---5 ----- 6R7-80FS RUBBER SLEEVE 4{ .125 ��'• � •--�1�'.a 51 930 41721 STRIDE PL. INSERT(INACTIVE PANEL) ` " _ 52 93°1 7FRSPX DEADBOLT STRIKE PLATE 22 ''U$L'VUI-'- - z co � �, z�co 53 1118 71OX34PFA 410 X.750 PH FL. SMS / 61363-T5 `J i o j 54 1957 170957X (HANDLE'STRIKE PLATE 'Z > :` =rn } 55 1118 71OX34PFA #10 X_750 PH FL. SMS 7_/ r� ir � i sia,a$ 3 I -1.75G 1.52099 -r- an .250--� �- 4.726WEATHER4.726 4.726 0750 STRIP CHANNEL til LU 4.626 062 3.000 5063-T5 o 1 .062- -- 4.10D .0162 4.100 .062 4.+675 '1 7 � 0.375 � C) U 4.0100 4.675 4.100 Q o Q O 12 u' 2.125 3 •..• Uj z o DOOR FRAME, - ` � � •.. .• j.c,6. .125 a • JAMB •• ••• •� 6063-T6 ... .. •:®t DOOR PANEL DOOR PANEL 0TOP &SOTT©M RAIL �� sIDE I�RIL I��R�AI�EL DOOR PANEL SIS . :.. .©fI�TERIOR ASTRAGAL � EXTERIOR ASTRAGAL HINGE Z Fo6083-T5 6063-T5 - 6063-T5 • • •: :.. :.�tS 6063-T5 50163-i 5 1.578 1.500''� 3.655 1251 --y-3 �- --.558 i- --.�a25 -�"-� .8903 oz .� .0150 �.. � .050 � �' • L750 .6$3 .683 ' L j' '•# •t� c� .5303 � -.fl5a �--.172 � �IUJ CA 1.4130 050 s ® 2 z Ilii .050 , -}- .683 O 03' TRUSS CLAMP �3) 318'6L AZING BEAD 72 7116"GLAZING BEAD � 3.�a a z tf) b FILLER HEA©ADAPTER (�� 6053-T5 6063-T5 6063-T5 6063-T6 Q "' N n3.1010 1.03.92 � "- $ � � �LL -3.0013 o I _� ft4) IG GLAZING BEAD � w �1L '� 1 1.479 SL JAMB 6063-T5 -- - ! 60 63-T6 N a 7F -,MC4 Y I � 1-272 1.479 j '! 83a -- 0 A� I I :c M Vi `t 5.459 .075 .5.212 �,>o x o .050 1 fl FRAME HEAD "0.085 .075 I Q 6063-T6 4.586 2.9803 ----=051)--- - -- 079 1.489 .75 050 -489 o -3.100 3.0300--- SL JAMB SL HEADER SL SILL ADAPTER OUTSWING THRESHOLD 0 3 3 7 s t. sas3-�s 6063-Ts e 6063-Ts 6063-T6 %LeyeA. .. . a te d HEAD _S ; HEAD HEAD 1HE D � i HEAD HE !—ZONE"C" ZONE aD' Zoilr1 "c� jj Z�N E„tea ZONE"?0 f ZO(s�.. F; x =MINIMUM J V,,IB ANCHOR �a�t I { ( LOCATION. Q Q <t z X z z ` ; X z z 0 z z /� %o ORIOX � z -=ADDITIONAL JAMB — CN Ips -- _ OSI N N fl N O fl ANCHOR LOCATION, n m m m 1 m in EQUALLY SPACED AS 1 o sQ ¢ QTABLES Q •� < < REQUIRED PER !! ' 3-7 ON SHEET 9. U) o D- r O o ui C T 3 _ � e SILL SILL SILL i SILL SILL U _ i SILL, —t " "� " 4 ZONE'C" ZONE"D" ZONE"D _ZONE" ZONED ZONE E" z SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 SEE TABLE 6.,SHT.9 0 Q Z • • w ver HEAD HEAD HEAD HEAD PLEAD •• • • I=+ _ - HEAD HEAD HEAD HEAD HEAD EXAMPLE •. ..' t3 < 0000*0 ZONE"F„ ZONE ZONE"D" ZONE"F" ZONE ZONE ZONE"F" ZONE"F" ZONE . .9 E � � fi E'�� E 1 E 1 1� E" fi fi ^E 1o�oo soLu-r�o . ..� o . ' 9 z FOR A CONCRETE •. . ; . . MU... e; oXXo Ibis I ALLA i Ion •• �• .. . � .••. o : , w - A. 19"x 83 314"SIDE LITES"B"AND " '•• Lo o LL Q = "E"ZONE ANCHORS FROMin a • Lu W* * TABLE 7,SHEET 9. �.• CN (� u.. O oXo p O XXO o R oXX p o Oxxo O •,� W • �R O< � PLUS; Q Q Q ¢ ¢ B.71 314"x 83 314"XX DOOR ZONE z,� w "F"ANCHORS FROM TABLE 4, ® in N N N 04 o, SHEET 9,EACH F ZONE. �"�T+ ` o� \ SEE ENCIRCLED VALUES.SHEET 9 =�m'9; a i SOLUTION: (�'?�� 0 o 0 o TOTALS(4)TYPE 1 OR 2 ANCHORS i'-�`-i Q z z W SILL SILL # SILL SILL SILL � SILL SILL ILL SILL_ EACH JAMB AND 2+5+5+2=(14) L---� •-ZONE-�— SILL ZONE- �— " "--•-ZONE-+ �ZONE�-- ---- ^--�ZONEI TYPE'I OR 2 ANCHORS AT HEAD [ ZONE F" ZONE"t3" ZONA F ZONE"F" ZONE"F (( ^ "E" AND AT SILL- "E" SEE TABLE 7.,SHT.9 "E" SEE TABLE 7.,SHT.9 „E, E" SEE TABLE 7,SHT.9 EXAMPLE OF ANCHORAGE FOR A 71314"x 83 314"'XX'DOOR, =ANCHOR LOCATION FOR All, WITH 19"x 83 3/4"SIDE LITES(SEE SOLUTION AT RIGHT) EXAMPLE ABOVE `cGg f�ti; a NOTES: 1.APPROVED ANCHOR TYPES ARE: 1.114"ELCO TAPCONS �.114"ELCO SS4 CRETE-FLEX"SONRY Ar ICHORS 3.#12 SCREWS Q 2.ANCHOR QUANTITIES ARE BASEL!ON SPACING AS FOLLOWS(4"MIN.O.C.FOR CONCRETE,6"MIN.O.C.FOR CMU): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. �.• z JAMBS(ALL_):131,4"MAX.FROM CORNI1:RS AND 23 118^MAX.O.C. � 7 • i z �� ' HEAD&SILL OF DOORS.6"MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 20 718"MAX.O.C. a HEAD&SILLOF SIDE LITES:6"MAX.FROM CORNERS AND 24 314"MAX.O.C. ' •••••' 3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. ��`'� 3 r DOORS � � � 9 TABLE 8. O € Y �T a. 0X03 O� OXO riPi'ROVED ANCHOR TYPES: I I 1 xxo (ALSO X DOOR Or XO & 0.•., - zrLGO ArLONS � �s - --•---� fi�e,, ,�t i. `i;��" � �s�,r ;�r�L.� GLASS TYPES A, 8,C.{), E CLASS T.✓PES A,B,C, D, E GLASS TYPES ,••_.; B,L,D,E G, -1 S TYPE A, 8,C, D,E s �9��'��i E 1�NC'?.�'il� ANCHOR TYPE AJ%r.HDR TYPE ANCHOR TYPES �AIVC,�OR TYPE , 2. 1,4"EL C®SS4 CRETE-FLEX r ?,3,WOOD'1 9,2 COi�4i. ,SUBSTRATE; 2,3,V4000 1,2,CONE 3 SL STIaAa`t 2.3,�e`+IOODI MASONRY ANCHORS 1,2,CONC &SUBSTRATE 2,3,Wf1013 1,2,Ct�NC � 2,3, VVOCND 1,2, ii>t+C -r •. ; &SUBSTRATE SUBSTRATE DOOR WIDTHS LOAD ZONES DOOR 00THS LOAD ZONES WIDTHS LOAD ZONES ROHR WIDTHS LOAD ZONES DOOR vVtDir iS LOAD ZONES ml I�'sdt mt ' '- 25.50 0 0 ")Cf"- 47.75 � Lu "0"- 10.76 ")'- 25.50 "X"- 25.50 3.#12 SCREWS{C3..) TO 37.50 TO 71.75 TO 36.75 TO 37.5 TO 37.50 " 4. ENCIRCLED ANCHOR z b as _ s�i+ t� i„ u eil n iu p z !� �� J , �, : _ - i QUANTITIES IN TABLES 4 N LLI - -u oo - �i ., '- 47,75 d AND 7 f ERTAiN TO THE ¢ }cry a �n - .� - ¢ TO 71.75 � fc �, ? cn a ca o d m ¢ �- n cm m n a m m o Ni n m a Lu m a EXAMPLE ANCHORAGE p m o o m a a m. 3 ur w a a ¢ a ¢ a 2 SIDE ,,, u, SOLUTION ON SHEET 8. aQ ¢ ¢ a 3a w u, SIDE ¢ uicu ¢ qu� iu ¢ ¢ a Q w ¢ w uj a, OX w z z � LITE = x LITE a w V3 p � I r -,' X X - x hT WIDTH x HT. O O O O WIDTH . O O x x X HT• © O X O O X � Q 4 . 11.I WIDTH x HT. WIDTH x x X x x WIDTH x HT. � � x x � ¢ O O x WIDTH X 25.50 x 79.75 5 2 7 4 2 3 47.75 x 79.75 4 3 8 4 2 3 113.75 x 79.75 4 1 4 1 10.75 x 79.75 4 2 ® 4 2 10.75 x 79.75 4 2 4 2 • d 4• 83.7' - 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 1 4 1 83.7 4 2 � 4 2 � 83.75 4 2 4 2 87.75 5 2 r' 4 2 3 87.75 5 4 .7 4 2 - 3 87.75 4 1 4 1 87.75 4 2 O 4 2 O 87.75 4 2 4 2 5 .... • LLP ; - 91.75 5 2 7 4 2 3 01.75 5 4 7 4 2 3 91.75 4 1 A 1 91.75 4 2 0 4 2 © 91.75 4 2 S� 4 2 � ...: � � Q t] Q 9 €� 4 2 0 -� •o 0 �•�• 95.75 6 2 7 4 2 3 95.75 5 4 7 4 2 3 95.75 4 1 4 1 95.75 4121 4 2 95.75 4 O p • • .�. .. . 27.50 x 79.75 5 2 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.75 2 4 2 ® 12.75 x 79.?5,4 2 n 4 2 p .. . ..4*+ • $3.75 3 2 7 4 2-2- 8 .7 5 4 7 4 2 3 83.75 4 2 4 2 83.7 4 2 4 2 83.75 4 2 lu 4 2 •.�.•• •� 87.73 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.7 4 2 4 2 87.75 4 2 4 2 m 87.7 4 2 4 4 2 Q •• �• is t) .�- ...... 91.7 6 2 7 4 2 5 91.75 5 4 7 4 2 3 91.7 4 2 4 2 91.75 4 2 4 2 H 91.75 4 2 a 4 2 a •Z . •Q . 95.75 6 2 7 4 2 5 95.7 5 6 4 7 4 3 5 95.7 4 2 4 2 95.75 4 2 0 4 2 95.75 4 2 Q 4 2 Q •< •Jr.• � Z 29.50 x 79.75 5 2 8 4 2 3 55.75 x 79.7 5 4 7 4 2 3 19.00 x 79.7 4 2 4 2 19.00 x 79.75 4 3 W 4 2 W 19.00 x 79.75 4 3 © 4 2 o (� C.) 83.75 5 2 8 4 2 3 83.75 5 4 7 4 2 3 83.7 4 2 , 4 2 83.7 4 3 vis 4 2 CO 83.75 4 3 W 4 2 w 0 X � Z 87.7' 6 2 8 4 2 5 87.75 5 4 7 4 2 3 97.75 4 2 4 q 2 87.? 4 3 r- 4 2 87.75. 4 3 ,No 4 2 N 2 07 _ 91.7 6 2 8 4 2 5 91.75 6 4 7 4 3 5 91.75 4 2 4 2 91.7; 4 3 Q 4 2 Q 91.75 4 3 y 4 2 Lo 95.75 b 2 8 1412 5 95.75 6 4 8 4 3 5 95.7 4 2 -4-r2 s5.75 4 3 fl 4 2 95.75 4 3 Q 4 2 a Q p o 31.50 x?9.75 5 2 8 4 2 3 59.75 x 79.75 5 5 8 4 2 3 21.76 x 79.75 4 2 4 2 21.75 x 79.7 4 3 t3 4 2 o 21.75 x 79.75 4 3 4 2 w N 2 _ U- 83.7 6 2 8 1412 5 83.75 5 5 8 4 2 3 83.75 4 2 4 2 83.75 4 3 4 2 w 83.75 4 3 Q 4 2 c �' �= Q 14 87.7 6 2 8 4 2 5 87.7 6 5 8 4 3 5 87.75 4 2 4 2 87.75 4 3 tu 4 2 � 87.75 4 3 4 2 91.75 6 2 8 4 2 5 91.75 6 5 8 4 3 5 91.75 5 2 4 2 91.75 5 3 M 4 2 � 91.75 5 3 p 4 2 a g t� cct 93.75 7 2 10 4 2 5 95.75 6 5 8 4 3 5 35.75 5 2 4 2 95.75 5 3 4 2 2 95,75 5 3 4 Lu 2Of 33.50 x 79.7 6 3 8 4 3 3 63.75 x 79.75 5 5 8 4 2 3 27.75 x 79.75 5 2 4 2 27.75 x79.75 5 3 4 2 27.75 x 79.75 5 3 4 2 m 83.7 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 5 2 4 2 83.7 5 3 z 4 2 0 63.75 5 3 4 2 a Ld o� 87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 5 2 4 2 87.75 5 3 4 2 Q 87.75 5 3 4 2 �'m u' a ri ri O O UZQ� a 91.75 9 3 10 4 3 5 91.75 6 5 8 4 3 5 • , 91.75 6 2 4` 2 97.75 6 3 j 4 3 91.75 6 3 � 4 3 U. o�ao 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 6 2 4 2 95.75 6 3 to 4 3 m 95.75 6 3 4 3 o z F 35.50 x 79.7 6 3 8 4 $ 5 87.7'5 x 79.75 6 5 8 4 3 5 Lu 36.13 x 79.75 6 3 4 3 36.13 x 79.75 6 4 4 3 36.13 x 79.75 6 4 EP 4 3 r 83,75 6 ! 3 8 4 3 5 ' 83.75 6 5 8 4 3 6 83.75 6 3 4 3 83.75 6 4 p 4 3 p 83.75 6 4 g 4 3 z 87.7., 6 3 . 8 4 3 5 87.75 6 5 8 4 3 5 87.75 7 3 4 3 87.75 7 5 LL 4 3 � 87.75 7 5 4 3 91.75 7 3 10 4 3 5 91,.75 7 6 1fl 4 3 5 91.75 7 3- 4-- 3- 91.75 7 5 p 4 3 0 91.75 7 5 cc 4 3 O .�� c '- I//< �. 55.75 ? 3 10 4 3 5 95.75 7 6 10 4 3 5 95.7 7 3 4 3 95.75 7 5 t> 4 3 5 95.75 7 5 4 3 �i� n�' 5 71.75 x 79.75 6 5 fi 4 3 5 35.75 x 79.75 6 3 4 3 36.75 x 79.75 6 4 Q 4 3 4 36.75 x 79.75 6 4 2 4 3 � o 37.acT x 79.75E 3 8 4 3 "' 83.75 613 8 413 5 83.75 6 5 9 43 5 83.75 6 1 3 4 1 s 1 83.75 6 4 0 4 3 2 83,75 61 4 3 87.?5 7 3 10 4 3 5 87.7 8 5 9 a 3 5 87.75 7 3 4 3 8?.75 7 5 4 3 $7.75 7 5 4 3 >- : us � ,� o: 2 a. ;�J ' L 91.75 ? 3 10 4 3 5 99.7" 7 6 10 4 3 5 91.75 ? 3 r 4 ZE 3 91.75 7 5 4 3 91.75 7 5 4 3 �;\ 95.75 ? 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 7 3 4 3 95.75 7 5 4 3 95.7 7 5 4 3 : •''• f �� '• . u + i 3I � {... 's•-.�•a__�/.'S'3�'._�-_5.j i..-a:._` vi'm4.r?'p_.�•jEt1I q1 p4r, •' i J � __ _� f.�� ;_• �a�.si`ti. s='�? a_";_•. •. �f_x',_ ..s,,;r.s;,. . A 2X 101005 3.4 KSI hilGON eIAAE.D. ¢ IN c • r , J o - a�+ + ��DUCK,NOTE 2— Ksfa. NC. ww 3/4"TYPE 2 i YJ1 t •�� 'J i''-`J aT..'y. 5 9 9 3 TE ` :,. a f- , v: , .P� BUCK, NO sn : 2� - � MIN. T - i - 114"MAX. x_1/4"MAX. 1f4"MAX. r^ 114;a'MAX. SHIM - SHIM EXT. u r SHIM SHIM WOOD ` CONC. EXT Vr10Ot7 EXT. ( CONC. ANCHOR ( ANCHOR, v t'd LLi i ANCHOR, ANCHOR EXT. i � TYPE 2 Gt`13, `2s_J NOTE 1 NOTE 1 i a NOTE 1 NOTE 1 OR 3, O U DOOR HEAD WOOD DOOR HEAD (CONC) 1 114"TYPE 1 (C 2(CMU} 1 3/8'TYPE 1 (CONC) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) � � � ' � � T- „ 1 318" 1 314"TYPE 2(CONC) 1' O o _ ' 114"MAX. -�) - 1 114"TYPE 1 OR 2(CMU) `n 114 MAX.SHIM MIN. SHIM 1/4"MAX. SHII11 114"MAX. SHIM y 1 318"TYPE 1 (CONC) � � i � z : = 1 314"14"MIN. E.D. {'"' 1 318"MIN. ';. 1 314"TYPE 2(CONC) " W WOOD 1 — CONC. 1 314" - I<JIIN.E.D. 4.... ANCHOR Ft �/' ANCHOR, �: °'.'r ... W Q• ON CONC :..:. •..a ;.. NOTE 1 tit illlittlil111; •«� : *400 :L r STAGGERED ANCHOR •,. 1.5 KSI MIN. CMU OR •• •tl3 •,�-• • CENTERS, ON ''.'. -WOOD •'':: r ( 3.4 KSI MIN.CONC. im 0• •• �tS TYPE STAGGERED ftj illlll�Nl ANCHOR, .J. I� a w.+ . 1314"MIN. E.D. _ 2 OR 3, ! CENTERS, - � 314" t�3.E.I3. TYPE ;::: ; •� I►' :� ..� .... NOTE 1 I NOTE 1 r 2 OR 3, '. •: `... ' 2X WOOD EXT. NOTE 1 •-��.::;; .Iw Z o 2X WOOD 1X WOOD BUCK, •� •1••� Z• EXT. i_5 KSI MIN.CMU OR BUCK,NOTE 2 1 X WOOD BUCK, NOTE 2 EXT. :� •D _ ••• NOTE 2 BUCK,NOTE 2 3.4 KSl M1N.CONC. ••• ••� DOOR JAMB 11100D DOOR JAMB (GONG) SIDE LITE JAMS (WOOD) SIDE LITE JAMB (CONC) � :� m � • � JA1 ) WOOD ANCHOR TYPE 2 CONC.ANCHOR, •{j[ I OR 3, NOTE 1 ANOTE 1 Lo U- r WOOD ANCHOR,TYPE 2 OR 3 NOTE 1 CONC.ANCHOR, NOTE 1 1X WOOD Q Q r� �'� EXT. �+ BUCK, NOTE 2 EXT. tv 0 � �� EXT. "Z EXT. 1/4"MAX. N01 4"MAX. 114"MAX. 114"MAX. � U! c"Q � B � SHIM � ( SHIM SHIM 1318"TYPE 1 cri C'4 1 We'MIN. `'s: : '.V,: - . 1314"TYPE 2 0 1 3,`8"MIN. ,• 318'TYPE I , 1 314" 3.4 KSI MIN. .` i •: `. 314'TYPE 2 o xo �-1- `-3.4 KSI MIN. CONC. CONC> ;,. _ ':'.. . _: •` " 'MIUo o 2X WOOD BUCK,NOTE 2 tIN. E.D' 2X WC?OD BUCK,DOTE 2 ( � N3E E.D.D.�a 7`i o ; DOOR SILL (WOOD) DOOR SILL (CONC) SIDE LITE SILL (V1T© + D) SIDE LITE SILL (GONG) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114"TAIPCONS EMBEDDED 13/8" MIN.(TYPE 1) OR 114"SS4 CRE T E-FLEX EMBEDDED 1 3/4"MIN.(TYPE 2). THE MINIMUM DISTANCE FROM CENTER OP ANCHOR TO CONCRETE EDGE IS 1 314". FOR WOOD INSTALLATIONS USE `��4 ,� n`'r X12 SCREWS, G5(TYPE 3)OR ELCO 1/4"SS4 CRETE-FLEX ANCHORS EMBEDDED 1 318" MIN.(TYPE 2). /�� d 2.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112"THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS V, 'L ;Z DEPICTED AS 2x ARE 1 1'2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED 3Y OTHERS OR AS APPROVED BY THE `�' o AUTHORITY HAVING JURISDICTION(AH,!). 3. IF SILL IS TIGHT-TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED, IF USED, NON-SHRINK, NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS) a I ��w - SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF- SUBSTRATE IS �"��' ``.�� MUST FULLY SUPPORT THE ENTIRE IRE LI=NGTIi OF THE SELL THAT I� NOT TIGHT TO THE U WOOD, 309 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Cj � a ff��71 ;tt;{t1 I y • t MIAMI- E AMl-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGUL�1 ;Or�R1�+A�tD E ONO IC RE RER) 11805 SW 26 Street,Room 208 BOARDAND CODE ADMIMSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) m"Y.Wamidade.2oweeimomv PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having.Airisd iction(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 AHS(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 "1111-710"Aluminum Horizontal Rolling Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets I through 1 I of 11, dated 02/28/06, with revision F dated 05/14/15,prepared by manufacLt?itf;gigned and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County ProducF C(v%ol Rev1`s?dri stamp* • with the Notice of Acceptance number and expiration date by the Miami-Dade bounty Proauci.Mritrol ..... .. ...... � Section. ....•• MISSILE IMPACT RATING:barge and Small Missile Impact Resistant. •••• •• : •• LABELING: Each unit shall bear a permanent label with the manufacturer's narne or logo, cif , state, model/series, and following statement: "Miami-Dade County Product Control Apgrav;d , unlesq8•Aerwis!•*:: noted herein. ...... I RENEWAL of this NOA shall be considered after a renewal application has beery fileAnd t1fle ha: beery•••:• no change in the applicable building code negatively affecting the performance of tais pt'tuiuct. 0 •; TERMINATION of this NOA will occur after the expiration date or if there has been a revisi%%,er ghange • in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement i of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. j ADVERTISEMENT: The. NOA number preceded by the words Miami-Dade County, Florida, and. followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety.. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOAH I1-1114.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0519.09 MraMt•o uNrr Expiratlon Date: December 21,2021 Approval Date:.July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOAAIs No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10,titled"Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06,with revision F dated 05/14/15,prepared by manufacturer, 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 an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 07-0815.09) 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 241.1.3.2.1,TAS 202-94 0000 along with marked-up drawings and installation diagram of an-04%lumi;1W•• ••••;• horizontal sliding window,prepared by Fenestration Testing Laboratory,In'V.,%elt ' . 0:. Report No. FTL-4858,dated 03/08/06, signed and sealed by Ec(�00u0�0l.p. Largaej. 000 da, : • P.E. 0000 .. .0000. (Submitted under NOA No.06-0405.06) 0000 •• ••••• 3. Test reports on: 1) Air Infiltration Test, per FBC,TAS 202-94 """ ""• 0000.. 2) Uniform Static Air Pressure Test,Loading ppi TASK 20.2-94 • 3) Water Resistance Test,per FBC,TAS 20241 ' ' • 0000.. 0000.. ..4) Large Missile Impact Test per FBC; TAS 2($-9;1•. •• 5) Cyclic Wind Pressure Loading per FBC,TAS 203'94 .0000 • 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) Manuel P re,P.E. Product Control miner NOA No. 15-0519.09 Expiration Date; December 21,2021 Approval Date: July 09 2015 E-1 ' I 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis'complying with FBC-5'1' Edition (2014), dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Safler Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc, for their "Kuraray Butacite®PVB GIass Interlayer" dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (201.4), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by mattafacturer, signed and sealed by A. Lynn Miller, P.E. •••• ••••.. 3. Laboratory compliance letter for Test Report No. FTL-5330,isstxud b�,Fent§rratibn •. Testing Laboratory, Inc., dated 07/18/07, signed and sealed by •••r•. Riond ,•P.E. •••••• (Submitted under NOA No. 07-0815.09) :0000: 4. Laboratory compliance letter for Test Reports No..FTL-485$ mmi-riTL-48A•issued••••• by Fenestration Testing Laboratory, Inc., dated 03/08/06, stgded and;Semi by••'••• E mundo Largaespada, P.E. •••••• • •, (Submittedunder NOA No, 06-0405.06) • ••••;• G. OTHERS •• •••• 1. Notice of Acceptance No. 11-1114.04, issued to PGT Industries for their SeAts "HR-710" Ahiminum Horizontal Sliding Window - L.M.I., approved on 02/16/12 and expiring on 12/21/16. i Man el P c ,P.E. Product Control 4 miner j NOA No. 15-0519.09 Expiration Date: December 21,2021 Approval Date: July 092015 E-2 ! LENERAL 140TES: ��efF C T HORIZON T kL ROLLER FL AGED s�ND €N T EGRAL FIN WINDOFJ I.GLAZiNG ^T iL1F4S: SEE DETAILS ON E �SC TYPES irkit. �LST Fl:F^ FMPECG�GLASS CAP. QklE k B. �C?T CRA�A e I FVS INa T ERLAYEP. A.51.6"LAMI CONSISTING OF(2)LITES OF 113"ANNEALED GLASS WITH A.090""PVB"INTERLAYER. � or � SAFLEX�PVBINTERLAYER BY B.6116"LAMI CONSISTING OF(?)LITE OF 118"ANNEALED GLASS AND 11)LITE OF 118"HEAT STRENGTHENED GLASS lh'ITH A. rt90""PVB INTERLAYER. EASTMAN CHEM!CA:L COMPANY j C.5116"LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS WITH A.090 "PJB"INTERLAYER. D.7116"LAMI CONSISTING OF(2)LITES OF 3016"ANNEALED GLASS WITH A.090-"PVB"INTERLAYER. E.7.16"LANdII CONNISISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3116"FEAT STRENGTHENED GLASS WIT`-''A r90`"PV-S"INT E"LAY=R. F.7116"LAIYiI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090-"PVB"INTERLAYER. NO'A DRAWING MAP SHEET G. 13116"LAMI IG:(1)LITE OF 118`OR 3116"ANNEALED(MIN.)GLASS,5116"OR 318"AIR:SPACE AND 5116"LALIt GENERAL NOTES.............I CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A.090"-PVR-INTERLAYER. GLAZING DETAILS............2 1 �' + " o f F c c t c S h DESIGN PRESSURES.......3 H. 3/1" LAMI IG:(1)LITE O. 1,8 OR 31 t 6"ANNEALED(MIN.)GLASS,5116"OR 318"AIR SPACE AND 5116"LAMI CONST TING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE ELEVATIONS..................... OF 118"HEAT STRENGTHENED GLASS WITH A.090-"PVB"INTERLAYER. VERT.SECTION'S............. 5 f_ 13/1tS L fPl:G; SECTIONS .... (11 LITE OF 118"OR x116"ANNEALED flsQ N.)GLASS-.5-'16!'0R-5-'16!'0R-318,' 5 "AJR PACE-,'^NAD 5116"LAMI � PAR S LIST ii ------ --6 CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090-"PVtB"INJ T ERLAYEP EXTRUSIONS....................7 CORNER DE TAIL--.......... 5 J.13116"LAMI IG:(1)LITE OF 118"OR 3`16"ANNEALED(MIN.)GLOSS,3116"OR 1,14"All?SPACE AND 7116"LAMI ANCHORAGE....................¢-1 i CONSISTING OF(2)LITES OF 3118'ANNEALED GLASS WITH A.090""PVB"INTERLAYER. K.13115"LANAI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3116"OR 114"AIR SPACE AND 716"L;:MI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A.090"`7"V&-INTERLAYER. 0000 { • • ( L.13/16"LAti,91 IG;(1)VETE OF 118"OR 3116"ANNEAL I✓Q(101N.)CLASS,3;'16"OR 114"NR SPACE AND 7/15"LAW t � � « • •••• •••••• • • • CONSISTING OF(2)LITES OF 3/15"HEAT STRENGTHENED GLASS WITH A,090-•'PVB"INTERLAYER. ;•• • ••• • • F • 0 • 2.CONFIGURATIONS:OX,n0,XOX •• •• •• •••••• ..•0• • • 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) •••• •• • 0••��0 �•••. • •• 0000• • • A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. '•••�•A) F • • so* ::.•••• • • ••••••B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM 1300. :• •• • •••••• • 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THR:):1GH 1'; FOR ANCHORAGE DETAILS. i••o•o • •• it ♦ • • • 0000•• 5.SHUTTERS ARE NOT REQUIRED. • • • • • 0000•• PRODUGTR.EVISFD • • • •••••• as complying with rhe r iOrida •• • 0000 • • • 5.FRANfE AND PANEL CORNERS SEALED WITH NARROW JGJOINTSEALANT OR GASKET. Ruiiding Code •( ••• • Acceptance Ne tic 'ration Date 7.REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND FTL-5330. ELCO TEXTRON NOA'S Qy E � ANSIIAF�PA NDS FOR WOOD CONSTRUCTION Miacn/D e roduct Conj�st`I 1 1 F\ ALUM11w IGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY W1 T H THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY AD HURRICANE ZONE(HVHZ). ) 9.FOR INSTALLATION IN THE HVHZ ABO'IE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP' ND ANCHOR QUANTITY REMAIN UNCHANGED. • GLptSC �P % �. A ':, tic).58705 t jC ei vats F2evh�rx L L.M. 8/','4/15 F .STH EDMON'(2014 FEC UPDATE F . -� SiAs C Of ?1� �' 1 r zersae= cea rte air 1070 TECHNOLOGY DRIVE TES .f..l. 1x/17/11 E FSC201c3CODECFFAJYC--E N.VENICE,FLL34Z7511 [�/� J.R. E/Z 11 r ADDED IG CAP TO EE Tf fPEPED 4-.3,=T IVCP.O.sex 1529 � LLB? BVI : . � rh"unac Via= Dei+: NOMMIS,FL 34274 I-14ab -setter e.cwu to P.L,'t�.�JILtF_�,P.E. F.K. Z.28,3? J. 311$!68 j f1F.711F F c�3' 9 d �f 2 �r fr�i7-'FE� I— F P.e:;;58705 I I I— "PVB.:_ I KU-- B11TACI T E ! f PVB INTERLAYER ! C) or SAFLEX PVB INTERLAYER BY 21 1 � r EASEASTMANCHEh�ILC^L COMP�.E>�Ph�NW I 201 — 1/2"NOM. �]EXTERIOR INTERIOR 5 55 1'�"�`� � (ALL SECTIONS) GLASS CITE GLASS BIT_ 51 60,61,62 51 - t 63, 46 65 t i!8"ANNEALED OR HEAT STRENGTHENED GLASS �3.16r ="ANNEALED OR O..HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 090 PVB INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS W-1 6"ANNEALED OR HEAT STRENGTHENED GLASS — 555/16"NOM. 7116"LAMINATED 5116" LAS IINATED GLASS 7/16 TED GLASS 6 1 • G� J' • 112"NGEA. 1/2"NOV. •••••• • • ••••• • • •••••• 59 CLASS BITE 59 GLASS BITE •• •• • •••• • • • • • •••••• 52 52 PRODUCT REVISED � ••• • �•••• 66,67,68,09,711,71as complying kith the-F'Itirida 72,73,f 4,75,!6,71 Building Cone • • • tt Accept nce I -+--118"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS E.-?iruon D to c t 050 PVB INTERLAYER .090 PVB INTERLAYER 1!8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENC-THEMED GLASS By Migmt ode Product Clint t B 5/16"LAMINATED 7/16"LAMINATED �� 5116"OR 3/8"AIF,SPACE 3/16"OR 114"AIR SPACE A 71!8"OR 3/16"ANNEALED OR TEMPERED GLASS� 118"or 3116"ANNEALED OR TEM /DPERED GLASS e� - 13/16"NOM. 13/16"NOM. + t i r r• . I 5116" LIAnMi 113116"LAM! IG GLASS W17/1� Lr-t.i��( 10116 L,^t1�/I IG GLASS VVI LAM! 7C" I`ID.513705 rt i AD FOR INSTALLATION IN THE HVHZABO*VE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. _ :�`� C P-1114 _ mer �\ L4 6I1�(15 F REWSED INTERLAYER h!fiF.UFACT cfRER DETAILS r{ �o STPTE OF Rem3e�r, tuie: nevkzrs{ 1070 TECHNOLOGY DRIVE - GLA-ZING LsE� fi.c3 JJ. fC5'#t'(i1 .� IMC?CFiAAiGEi7 'SSIftE7 N.VENICE.FL 34275 _ `` ! �ih: t� A� _ , HORIZONTAL ROLLER I�INDO�1-'�tM11PAC '��st/Oi ;�� J..FT. dvoil i D ADDED!G CAP TO i3E-TEMPERED�-13C'FYNOTc. P.G.BOX 4529 ®•� �-E��t.. �v t , � J ` NOKQtvtS.rL3C274 te®kb�c Sme tc7st src A.LY�Nb51°�'-EP P.E. ax: a c seg; c F/ts&Iy Better F.K. 2e28M J.d. 3/23 HR71d F-1112 f f 412%-f{t. F P.c.#58705 .. � ` i ' T1 ABLE 1. fX0X 014.1, F LERI AR WINDOW GLASS VVINDOW HEIGHT 60 1081, FT,GLASS TYPES G- CAP.BOTH THE DP UP TO 11 J,K,L UNCHANGED. 75.0 J6.0 I TABLE 2.1 &OX FLANGE TO 86 7116" ` 'qNDOW GLASS WINDOW HEIGHIT WIDTH TYPE ALL HEIGH TS UP mi 63" OX AND XO FLANGE OR INTEGRAL FiN WINDOWS (FLANGED SHMAM. FIN WINDOWS Vvf/SAME DLO ARE V' SwIALLER) WINDOW GLASS WINDOW HEIGHT PRODUCTREVISEED mida Buildipg Cod Acc-epimice No iration Date C,D,E,F, r 0 +7, H74 Up To 74" sstio"Date B7V IDde Pm Is 05 JA. D P.O.BOX 15-13 AL1AA,1-'0R1ZQNT4L ROLLER KfIlVDOW. IMPACT ~ ° ° ^ ' . - | ! MAX.DS-0 54 5116"MAX.DLO FIXED MAY.DLO —1 bf,-AYDLO /0 ;/x x /0/ 7,116'MAK WIDTH I.F.FRAME 110"MAX.WIDTH I.F.FRAME 85 33,9116'Mfi.Y. 33 9116"MAX, I-SEE SHEE7 5 FOR VERTICAL AND HORIZONTAL SECTIONDETAILS. °;00° ° °°= ° DLO FIXED DLO VENT ° °°°° SEALANT OR GASKET °iFLANGE °°°° AT HEAD AN ALL 01 ° ° :00000 ° °°=°° 57 MAX. ° ° PRODUCTIRBVISED MAX– LF. FRAME ° ° DLQ ALL DLO ALL j— as complying"'ith the Florida /°° ° °°°° / °°°° � ' ' � n -- INTERIOR `32 �� r22 � �� i 1 (�+ I (1 2 13 EXTERIOR? ...€€€€��i INTERIOR --it —1 —--P, i MAX.VENT DLO � � k�- MAX.FIXED DLO ---i � � � �- MAX.VPi DLO i MAX.WIDTH(FLANGE FRAME) EXTERIOR. 19 SECTION S_B 17 I (HORIZONTAL SECTION -XOX SHOWN WITH FLANGE FRAME-, fvlfiY.. T�PCI`D IR 39' ' HEIGHT I FLANGEAX. FRAME VENC I � � I Ll16 ) I DLO I I MAX. I �f I ( ft � „h,v, I i � •••••• FIXED I '� I ,I� [ LLM; I : ••� 0000 00 0 DLO I � { ; 00000000 •• ' ••••� •0 00.0:0 LGMM.FIXED DLO •• • • • see:••• • l Q MAX.WIDTH(I-F.FRAME) •• 0000 •• • • • 021 EXTERIOR SECTION A-A "" '' ''"• ' .. .. .(HORIZON IAL SECTION -OX SHO�� N WITH INTEGRAL FIN FRt-�l��E} 0.00•• •0006 ...... q24) 0 0 0 • 1 422) PRODUCT REVISED •••••• is complying vdth the FWrida 0.4.0'• ' i••••• � G I I3aitdittgCode �� • • • , Acceptance ho ` t •• • nplual 3 � r" Expiration Date G C12) 2� EXTERIOR � INTERIOR r� [ f 7 i I t i 2 21 7 ! D rd EXTERIOR � , INTERIOR ttitt�rr. 100 ��'• '��t_r sE ' .F� 42 _ - 1€} HEAD '`_' 1,10.56705 SECTION C-C SILL (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) � ' ��.� : rf I sr nota r�: ^e. .% STAE Of Lf�l. x14iP5 tr .No CHANGE THIS SHEET aff .�'�CT/+GhIS ✓`% %=C G 1tnF ! Ra sr 3etz RlLli c •1070TECHINOLOGYDRIVE I ��`ry ... t�7�.• JJ 10117!11 E NO CFMC-E THIS SHEEc N.VENICE•FL 34275 -ALUM. f-10FUZON AL ROLLER f�i�A`t7C�V afFACi '�Oi�lft� F E J.R. &20111 c rJ AroCIt4Ad3ETHIS SHEET � P.U.a¢;.1529 � � ��r4 rsa A.Llr3ti{,ILY I�,P.E. €xa« er Daft urr m'e Gsx: NOKOfJ15,FL 3427A VictDtf&ett r < ,,, r F.K. 2E25j05 J.J. 3%< ?B HR7f� f=i d t 9 tLt-sv r I P.E.rt 557 5 . . FS CF 6�YO-T6AL 6L7-237 66 GTLASSJI 13116"LANIH 1, 4053 SASH STOP COVT,-(StkSH STOP) 6063-T5 AL I 12 1626 ADHESIVE OPEN CELL,FOAM PA T) -,PAD1626 . - "E 13 4002 A HANCE FRAME JAMB 601153-T6 AL 612225 76 13116"LAM11G3/16"A(-M1N- .),3116"AIRSPACF-7/16"LAM1(3/16"A2.QA- PVb-,Y16'-HS) � 1630 - 16 4110 0 1 SCREB�T ADAPTOR 6063-T5 AL 641 IOG (11 SCREEN CORNER KEY WIPJNGS POL-YPROP 17 401," B jFDCEDMEEF1NGRAff- 6063hD-T AL 64054.,k 92 1631 SCREEN CORNOR KEY WIOUT RINGS POLYP,-,[)P. 19 4066 JWSTP187 X,230,FIN SF-AL 64066G 93 1073 S6iE�SPRJNG S-T.ST. 21 4105 S-A SH TOP&BOT-1 OM R.41 L 6063-TS AL 612240 94 1624 SaJR�N SPLINE-135 DIA.FOkM Em Pvc 2 21 avi. ! 29 4128 1HORIZONTALROLLMSASH TOP GUIDE i POLYPROP. 4128N 35 10-96 1 SWEEP UTCH DI&CAAST 71096 ' ' 'P 64126 Lj 37 4126 SASH SID RAIL 6063-T5 AL 2.6-241 38 1 '160-3 IWSTP.,.250 X.270 BACK,FIN SEAL 61683G r062 ° °°39 7070 BULB NVEATBERSTRIP.187 X.2775 ° ° 40 LIFT RAIL COVER CAP 74078"C'L ORR 41 4139 LF.FRAME HEkD 6063--16 AL 64139 401 I.F. FRAME HEAD °42 4140 I.F.FRAME SILL 6063-T6 AL 64140 **POO* °43 4141 LF.FRAME JAMB 6063-T6 AL 64141 :°°°°°PRODUCT PEVISED 51 1224 VINYL CRAZf NG BEAD BULB(n- UCK) 6TP247W-K °°�° � °=° Building Codc 52 � ° °1225 VNTL aAZING BEAD BULB(TMNT) 6TP24K-K 2.784 ° °° ° � ` f lA9EE `�&' l .062 A ! +I 1,":$7 �f-�- 738 3. 52 E 1.443 0621.373 ' SASH STOP COVER L jr 113 .062-1 3.090 �,� #x4053,6063-T5 1.122 2.710 --2.710 [-a---2.784 FLANGE FRAME HEAD O FLANGE FRAPPE SILL -a FRAME SELL ADAPTER F A k W 02A,6063-T6 1€4136,6063-T6 #4137,6063-T6 6r 63 • .062 FLANGE FRAME JAMB 1.1x7 n13 LAodGE 062 4002A:6305?T6 .490 437 i 1.403-tet 1.4$1 SASH STOPr g HORIZ. ROLLER TRACK -[7 FIXED MEETING RA[L #4025,6063-T5 x#,'4131,6063-T6 =40543,6063EID-T6 •••••• •• •••••• • _ •••••• 2.279 • • • • • ! � •••• 062 I •• • • • 1- f.Q62 — i .05Q 2.325 j •••• •• ••�••• 1.183 1.187 ! 062 1.349 _� ••.••i i•••i• ••••• jo- t 1 ,678 •• •• • ••••�• i.34g� { 1.0$1 I�1.29 •-! 1.096 -��--}� :00:0:• • t ° _ PRt7DUCf REVISER • • • • ••••�• � SASH SIDE RAIL GLAZING BEAD, of I�`° as comgl}ir�with the Florida •••••• ( 21 ) SASH TOP&BOTTOM RAIL e-2 SASH MTG. RAIL 037 5� n 9uldiag�o3c Q •••• • •••• �••••: #x'133,6063-T5 #4006D,6053HS-T6 #x4126,6063 T5 '403 B,6063-75 g. [��Qj I • • . Acc anee hu �, iratiosl Date •• • By . F- 050 � Mia+ei ede Product faNtuS T 050 [rIL 678 - � 050 _y'�� .678 .050 � 67E'• .6$3 ( 1.097 ` rs I, �7 1.QSn i 1.096 '�—'� �0 1.115- ��--� 'GL�ZII`IC- BEAD, 111161, �� Y LY11IN ,t;,�'�•�. 054 GLAZING BEAD. 5115" a5 GLAZING BEAD 71416" GLAZING BEAD, 7f15 S �1 #40448,6063-T5 44222A,6063 i5 �J #985C,6s063 T 5 #4�J67,6063-T5 _ (USED W/GRILL KIT) (USED tA9 GRILL KIT) > No. 58705 LA. 5114115 F NO CHANGE THIS SHEET EX f RUSIO/Vs Rersa E�: 1070 TECHNOLOGY DRIVE '•�._...••' r= N.VENICE,Ft 34275 s rzx ?0lf:l11 E NOCNANGETH(SSHE_T , ;gc CLW. HORIZONTAL ROLLER VVINDOW,, ffVIPACT !R ' 6120,lf D �NO CHANGE TrUS SHEET P.O.SOX 1529 �_ s�cee a.o-�t> Rx A Ln E t1L Er7.P.E. NOKOMIS',FL34274 Visibly Better r u > �^7 r P.E.#58705 ay.rsr-I(D.W. zre, �: HR7lG ` i' it eL.-rc0 1` F.K. 1 27&/06 J.J. 3 2-3iC& - i A.�ErHOR CRANIUMS,XCX('E!4--1f2Q1t4)WiND0%evS TABLE 41 NOTES: I GLASS TYPES A,S,C,C-,H j GLASS TYPES D.E.F..i,K,L. - 3,WOOD 1 Z CONG 1, CONO 2,3,WOOD 1. 2,COUNC 1. LRF�'0§fidf I PEr I 1 -114"ELCO T A',PCONIS� 2-114"ELC;O SS4 CRETE-FLEX 3-#12 STI EEE SCREWS(v5) _ SUSSTF. TE L ZONES MNES ZO1�ES ZONES ZONES ZONES � II � ;CD I91 (v)t 2.GLASS TYPES: D e c i0 a' cI m r c `� ..5:16"r r =0R INSTALLATION IN THE HVrfZABOVE 30 WINDOW 41ZE !#EAD& !LL: HEAD Q SILL' HEAD& SILL HEAD&SELL€ HEAD&SILL;2 HEA... SlcLE Aril-(118"A,.090,1/8"A) ((( !¢ ;< '< `:< `< i< B.5,116"LAMI-(1/5"A,.090, 118"HS) FT,GLASS TYPES G-L SHALL HAVE A W v H ' :-' -' `_' C T7 "I - 1/8"HS.090 118"H5 TEMPERED I.G.GLASS CAP.BOTH THE DP AND 53.125 x 33.375 1+C2+1+C2+1 i 2 1+C2+1+C2+1;2 i+C2+1+C2+i:2 1+C2+1+C2+1:2 1+02+14C2+1.-2 t+CZ+i+C2+1 2 L}•7116"LA -(3116'.A,.090,3/16"A) ANCHOR QUANTITY REPFA#{�#UNCHANGED, i 48.009 1+C2+i+C2+1;3 1+C2+1+02+i:3 1+C2+i+C2+1:3 i+C2+i+C2+1-'3 11+02+1+C2+, 3 1+C2+1+C2+1 3 E.7/16"LAMI-(3/16"A,.090,3/16"HS) 1€3 1+02 3 C2 1+02+i+C2+1;3 t Z+i+CZ+1'3 1+ + + 1+C2+1+C2+1 02+1 3 53,625 1+ S+C2+?+C2+t "s F.7/16"LAt�t#-(3116-HS,_090.3f15"HS) 1 t1+02+1+ G.13,118"LAMI 1G-118"OR 3,116"A(M!#�.1,5,116"dR 318"SPACE,5!16"LA" I-(118"A,.030,118"A? 54.000 1+02+1+02+1 3 t+C2+1+C2+1 3 1+C2+1+CL+1;3 1+C2+1+C2+1:3 i+C2+t+C2+'r:3 1+G2+1+C2+t i 3 H. 13,116"LAM]IG-118"OR 3/t6"A(MK),5116"OR 3/8"SPACE,5116"LAMB-(1/8"A.090,1/8"HS) 1. 13116"LAMI IG-?18"OR 3/16'A(MIN.),5/16"OR 318"SPACE,Sm"LAMI-(t/8"HS,.090,1/8"HS) 60.0010 S+C2+i+02+1:`0 3 i+C2+t+CZ+t:3 1+C2+?+02+1:3 i+C2+1+C2+1 3 i+C2+?+C2+1:3 1+02+1+C2+1 3 J.13116"LAMI IG,-1/8"OR 3116"A(MIN.),311^0°OR 114"SPACE.7116"LAMI-(3146"&.090,3116"A) 63.000 1+C2+1+C2+1:3 J 1+C2+1+C2+1 3 ?+C2+1+C2+1:3 1+C2+1+C2+1€3 1 +C2+1+C2+t;3 1+C3+t+C3+i 3 K.13/16"LAMI Ifo-1/8"OR 3116-A(MIN.).3116"OR 114-SPACE,7116"LAMI-(3(16"(3116"A,.090,3116"HS) 64.OQQ x 33.375 1+C2+i+C2+i'2 1+C2+t+C2+1;2 9+C2+1+02+1'2 i+C2+1+C2+1 2 1+02+1+C2+1':2 1+C2+2+C2+•1 2 L. 13/i 6"LAMI#G-1/8"OR 3116"A{3U##�.),3116"OR 114-SPACE,7x'16"LAMI-(3116"HS,.09r3,3116"HS) 48.040 t-C2+1+C2+t'3 t+CZ+i+CZ+1;3 t+C2+?+C"L+1;3 i+C2+1+C2+1=.3 1702+I+02T I J l+G2+2+0241'3 3.`llfINDO`N ANCHOR QUANTI I IES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOlyv!I'JG 50.625 1+C2+1+C2+ti:3 ?+C2+1+C2+1°3 i+C2+1+C2+1€3 1+02+1+02+1'3 1+C2+i+C2+1:3 1+C2+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHObirN,GO TO NEXT LARGER WINDOW IN TABLE. 54.000 ?+C2T1TC2+1;3 1+C2+1+C2+1 3�1+C2+1+C2+?;3 i+C2+1+C-+I:3 1+C2+1+C2+'{ 3 ,1+C2+2+02411 3 HEAD&SILL: 10'#/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. - 25 31411 MAX.FROlvi CORNERS. £Q.4 Z7 1+02+1+0211'3 i+C2+1+C2+1 3 tt i+C2+1+C2+1 3 1+02+I+C2T1;3 1+02+1 C2+1'3 1+C3Tc+Carl;^s i JAMBS: 9"MAY.FROM CORN=RS AND 22 112"MAX.O.C. 63.000? 1+02+1+C2+1:3 1+C2+1+C2+1E 3 1+C2+,+C2+1 3 1+C2+1.C2+1 3 t+C2Ti+C2+1;3 1+C3+2+C3+1: T ABLE KEY: 74.000x 36,375 1+02+2+C2+i:2 1+C2+i+C2+1:21+G2+2+C2+1:2 1+C2+2+C2+1!2 14C2+2+,2+1:2 i+02+2+02+-, 2 r O X 43.0055 i+C2+2+C2+i 3 t+C2+?+C2+i€3 1+C2+2+C2+1;3 1+02+2+C2+1 3 1+C'e+2tCL+i':31+C2+2+C2+1 3 EijC3+kQ+C3+i 3 Al4C #ORUACti#TITY PER JAFB ` 2+EG+ 3 i+C2+2+02+13 C2+2+C2= ;v350.625 t+C2+2+C2+1 3 i+C2+1+C2+?; i+C2+2+C2+i3i+C2+ ` L BEAD AND SILL ANCHOR QUANTITY. = CLUSTER OF(3)hBCEJtS CE+Tt RE0000 54.033 4+C22+2+C2+I;3 1+C2+1+v2+1J iT02+2+02+13 1+02+2+C2+ 3 i+C-3+2tC---1 ATEACH MEETING RAIL PLUS(i) � • • 0000•• 000000 60.000 I+Ci+2+02+1 3 1+C,c+1+C2+1'3 1+�+2+C2+1:3 1+02+2+C2+1`•3 1+C2+2+02+1:3 1+C3+2+C3+?i ( t - S t i _ AIiICHOR AT EACH OPERAFsLE JtI lT r !• • • !J fi3.tk70 i+C2+2+02+1 's S+G2+1+02+1!3 ^_ C3+i•`3 1+03+2+C3+1:3 i+C2+2+02+1;3 i+C3+2+C3+1 3 PLUS(4)ANCHORS A T FIXED SECTION. •• • •0•• i •• !+t 44,4T ••••1• •• 0.00.0 (12)ANCHORS TOTAL AT HEAD AND SILL. 84.OM 33.375 1+C2+2+C2+1=2 1+C2+2+C2+1,2 i+C2+2+02+1;2 1+1:2+2TCL+1{2 1+C2+2+02+I 2 1+C2+3+C2-02 • 02 � 2 0000•• 48.OLk^ t.i +C2+t�3 t+C2+2+C2+1;3 t 1+G2+2+02+1:3 1+G2+2+G2+i E 3.1+C2+2+C2+i E 3 i+C3+3+C3+1±3 (3"MIN.O.C.ANCHOR S-��'ACEI`1G) � •�0• •• • • • 53.625 1+C2+2+C2+1:3 1+C2+2+C2+1:3 1+C2+2+C2+1:3�?+C2+2+02+i 3 l 1+C2+2+02+1 3 1+C3+3+C3+1 3 •0 0• • •• **:*so } 1 I •••••• • • 0000• 3r4"max. rrr.OuO i+02+2+C2+1'3 t+C2+2+C2+1;3 1+C2T2+02+1`:0 3 t+C2+2+02+1'311+02+2+C2+1;3 1+C4+^3+t;4+1 3 I • •0000• ! ) -�:E-�-3"MIN. •• •• • 0000•• :?.( 7 t+G2+2+02+1€3 1+02+2+C2+1;3 i+Cv+2+C3+1:`.3 1+03+2+G3+1::3 S+C2+2+C2+1:3 11+04+3+C4+4. 3 7 _ •• 0•• • •0 ' 9"REF. O I _ s i 0 i • • •0001• 63.003 1+02+2+02+11 3�1+C2+2+CL+1;3 i+C3+2+05+11 3 1-C3+2+C3+1;3 1+C2+2+L2+1=3 i+C4+3+C4+1;3 PP.ODUCY REVISED •••••• 14x".375 x 38.375 t+G2+2+C2+i:2 1+C2+2+C2+1'2 1102+3+C2+1;2 1+C2+3+C2+1 2 1+C2+3+C2+1:2 1+C2+4+C2+i:2 1 as complying c4ittl the Ffafid=> a..*0• • i r•••i Building Cade • •0 0• :**so:• »8.000 i+C2+3+C2+1:`•3 t+C2+2+C'L+1;3 l+C3+3+C3+1:3 t+C3+3+C3+1:3 1+C2+3+C2+1 3 1+C3+4+03+1: 0 IAT G.I�F#L,TYP. Acceptance No 15-OJ(CI•d,n9 � 00.0 i y i a: C Eapiratioll a F x.625 :i+C2+3+02+t 3 ?+02+2+02+1;3 ?+C3+3+03+1;3 4.C3.3+C3+1 3 1+--3 3+C3+1;3 t+C3+4+C3+11 3 rXA;M, LC CLUSTER W/QTY. OF(3)ANCHORS � r 54.03 1+C3+3+C3+1)3 1+C2+2+C2+1 3 i+C3+3+C3+1 3 1+C3+3+C3+1�3 1+C3+3+C3+1s 3 1+C4+4+04+1'3 (SHOWN N TABLE KE'YABOVE) ej Miami•a3e roducYCoatra 60.000 1+C3+3+03+t:3 1+C2+2+c2+1'3 1+C4+3+04+1;3 1+C4+3+C4+1:4 1+C3+3+C3+1;s 1+C4+4+C�+1 3 (jJ' �5 314"MAX. 63.1333 1+C,3+3+03+1;3 1+C2+2+C2+43 1+C4+3+C4+1?3 i+C4+3+C4+1;4 1+C4+3+C4+1 3 I1+C5+4+C5+1 3 - - 11/2"TTP. it 1.004 x 38.375 t+C2+3+02+1 2 1+C2+2+C2+11 2 1+C2+33+C2+i:2 1+C2+3+C2+1 311+C2+3+C2+1:2 i+C2+4+02+i i 2 i 1-3,.MIN. I I[t t r 48.600 i+C2+3+C2+1:3 1+C2+2+C2.1:3 t+C3+3+C3+1':3 1+C"s.3+C3=1;3 t+C2+3+C2+1 3 1+03+4+C30; 3 3"REF. X O X 50.625 1+C2+3+C2+1I3 i+02+2+C2+1 3`1+C3+3+C3+1j 3 1-v3+3,03+t 3 1+03+3+C3+i:3 t.0 +4+C3+?(3 -F--T 54.000 t+C3+3+C33+1:3 I1+C2+2+C2+1:3 t+03+3+C3+1 3 1+C3+3+03+1;3 1+C3+3+C3+1'3 1+C4+4+C?+i:3 /y yy .$. y.,• dn.t t^ :3 ,,T n �✓ �.fO..riC705 S .4•'.�3 1+C3+3+C3+t 3 1?C2+2+02+1;" 1-C-, 3+0t+1'3 1. 4+,.,•C4. �;4 1+C3+3+C3+1s 3 1 >,•:+4+.�+11 G.Rr,IL,T•�P.-� 63.040 1+r-3+3+C3+1!!+3+C3+1:3 1+C2+2+C2+1;31 1+C4+3+04+1 E 3 i+04+3+C4+i 4 9+04+3+C4+1;3 i+05+4+C5+1 EXAMPLE CLUSTER W� TY. OF(a f 4 � )ANCHORS I•�•:., •. � )�p` = r;;•-� f?ercS 9y. t� RetS:irx: � •;_) '. �/ F� ��U L.M. 5r14115 F1500 FfiNG THISSHcet _ �}ACING, g p g+ �y q Aetz:S}: F7eC: Ra:4'nr� 1070 TECHNOLOGY DMVE .� I,. I` c �.a� €-ACI G,��EJX 114-[12-!1'.` J.J, 117',17/,1 1 E NO CI MGE THIS SHEET � _ N.VENICE,F134275 t� wp;_ _!t r `, �J p�` f g �^ E hMs4 A=" Pets: RevisLx� ALUM HOR0 1�d 1'�f IFcV��C� F��?Y�OV7, XfPjA-.CT ��/7tn'r l. .• --t/C`'�`\` J.tr. &golf 1 D ltDJEf).''^1 Cil?T{3 cE r=,1?'ERE4 :t3Gr t l,tc?TE. P_0.Box 1529 Im,: 1/f,,. "` tzxtaFs s;- F7ars IIGhazrrE Derz: ff NOKOMIS.FL 34274 ltsiol;Ber..Ei' .4..LYNEi-..�il_�ER.P.c. � FJL 2'?S.jO� i J.J. 31239,6 I H4Fto f► 8 d 1 f t271Q ANCHOR QUANTMES:A'OX(1/3-1/3-113)WINDOWS. TABLE a I O CLASS TYPES A,b,G,H GLOSS TYPES C,D,E,F,fES: 2's. L E eS'�Ci=ev iirc� _ ,2 ..,:)Kt'.. 2.2 2,CONU . .: ! 1 Icc - 9/4"ELCO TkPCvINS 2-114"ELCO SS CRETE-FLEX 3-#r12 STEEL SCREWS €. SUBSTRATE Zv'lEs ZOITES ZOdES CONIES ZONES ZONES to stn c� :az m 2.GLASS TYPES: fritlPdE3:}sN 532E HEAD`8 SILL' HEAD SILL ¢ YI=4Q 8 SELL r E4D 6 Stl� < HEAD&SILL:1 HEAD&SILL A,51116"LAM!-(1/8"fi G�0 1/8"A) �� FOR INSTALLATION IN THE HVHZ ABOv'E 30 ! ly (c - :-+ -+ B.5/16"LAMI-(1/8"^x,.090 118"HS) FT,GLASS TYPES G-L SHALL HAVE A 48.0OOx 38.375 1+C2+1+0<+1 2 i+C2+1+02+12 1+--2+1+C2+1:'2 i+102+1+02+9)2 1+C2+1+C2+1;2 1+02+1+C2+i=2 C.5116`LAMI-(118"HS,.090,1/8"HS) TEMPERED E.G.GLASS CAP-.BOTH THE DP AND 48.G^0 1+02+4+102+i i 3 1+102+S+102+1!3 irG'L+1+C2+i!3 i+G2+1+02+1;3 I +1+C2+41'3 1+02+1+02+1:3 D.7116"LAM!-(3116"A,-09n,311&"A) ANCHOR QUANTITY REi.�Aily UNCHANGED. E.7116"LAMI-(3/16"A,.090,3116"HS) 50.625 1+C2+1+C2+11 3 1+C2+1+C2+1 s 3 11+0241+02+11 3 1+02+1+102+11 3 1+102+1+02+11 3 11+02+1+CZ+i°s F.7116"LAW-(3116"HS,.090,3116"HS) 54.000 1+C2+i+C2+14 3 i-C2+4-02+11 3 1+C2+1+C2+1 s 3 1+C2+1+C2+11 3 1+02+1+C2+1:3 1+02+1+02+1 3 G.13/16"LAMI IG-118"OR 3,16"A(hVNI.),5115"OR 3 3"SPACE,5/16"LNM1 (118"A,.0 v',11/6"A) 60.000 1+C2+i+C2+11:.3 i+C2+1+02+i 3 1+C2+1+C2+1 s 3 1+C2+1+C2+i 3 I+C2+1+C2+13 1+C2+1+02+i 3 H.13116"Lfilfl IG-1/8"O! 3116"A(MIN.),5116"OR 318-SPACE,5116"LAPv,!-(1/8"A'.090'118"HS) !. 13/16"LAME IG-118"OR 3,16"A(MIN.),5116"OR 318-SPACE,5/16"LAMI-(118-HS,.090,118"HS) 63.000 1+102+4+102+1 i 3 1+102+1+ +1;3 i=C2+1+C2+11 3 itC2+1+02+1;3 1462+1+02+t i 3 1+03+11+03+1111 s J.131116"LAW IG-118"OR 3116"A(MEN.),3/16"OR 114"SPACE,7/16"LRAM!-(3,116`&.090,31116'A) f 53.125 x 38.375 1+C2+i+C2+1;2 1+02+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-C2+1 2 K.13116"LAMI IG-118"OR 3116"A(MIN.),3/16"OR 114"SPACE,7116"LAM!-(3,116-A-090,3116"HS) 48.000 1+C2+1+C2+1 1311t02t1+C2+1 3 1+C2+i+C24 3 1+C2+1+02+11 3 1 1+C2•11+C2+1=3 1+GZ+1+G2+1;3 L. 13i16"LAMI IG-113•,OR 3116"A(ii!N.),3116"OR i/4"SPACE,7/16"LAMI-(3,'16"HS,.090,3116"HS) 1 50.625 1+C2+1+C2+111 3 1+02+1-C2+1s 3 4+C2+s.+C2+1 3 11+C2+1+C2+11 3 1+C2+1+C2+"v1 3 1+02+1+C"G+1':,3 WINDOW C G AND BASED 3.WINDOtN ANCHOR CHUAN T iTIES ARE PER ADJACENT TABLE AND BASED Oft THE FOLLOWING 54.000 1+02+1+C2+11 3 1+C2+1+C2+11 3 1+02+1+C2+11 3 1+102+itC2t1 3 1+C2+1+C2+1 3 1+102+1+C2+1€s DfMENSI3N5 FOR 1/�'INDOVV SIZES NOT Sf IOVt'N,GG TO ItiEXT LARGER WINDOW IN TABLE. •••• 60.000 i+C2+1+02+1:3 1+C2+1+C2+41 3 1+102+I+C2+1.1.3 1+02+i+C2+1!3 1+C2+1+C2+11 3 1+103+1+03+1'3 • • _63.000 .1+C2+i+0Z+1:3 1+C2-+C2+1%31 -+C2+StC2 ..1;3- 3+C2+1+C2+1{3,.ifC2t1+C2 1;.."• j+C3+f+03+It 3 HEAD&SILL: 10 1/2"MAX.ON EACH SiDE OF WEETING RAiL CENTEi?LkINE + ; •�• • 25 31.1`t�liin.F€�Ot� CORNERS �• • ••• • • 60.003%33.375 1+C2+1+C2+4?2 11+C 2+1+x2+1 11 2 1+02+1+0^L+1'--2 1+CL+1rCG+ii 2 1tC2+11+02+114 2 1+C2+1+C2+1;2 • • • i JAMBS: 9"MAX.FROM CORNERS AND 22 t12"MAX.O.C. • •••• •• •••••• 48.050 1+C2+1+102+113 1+C2+1+C2+t 11 3 1+C2+1+102+11 3 i+C2+i+02+41:3 1+102+1+C2+i`:3;i+C2+1+C2+11 3 •i•i•• • • • TABLE KEY. 50.625 1+G2+1+C2+t 13 j 1+C2+1+02+1?3 11+102+1+C2t1:3 1+-C2+i+02+11 3 1+02+1+C2+1 i 3 I i+G2+i+ 2+ a x O •••••• 0_.111_ _ ?( �••• •• • • • 54.000 i+102+1#02+1;3 4+C2+1+C2+i 1 3 1+102+1+C2+1 3 1+102+i+02+111 3 1+C2+1+C2+1 3 1+C3+1+103+1;3 11+03#1+103+1; 3j----ANCHOR QUANTITY PER JAMB � �••• • •• ••�••� 60.050 1#02+4+102+1!3 1+102+9+102+1 J 1+02+t+C2+1=3 1+G2+1+ .3 s 1+C2t1+ ti!3 1+103+11+03+i;3 • •••• • • ••••• E HEAD AND SILL ANCHOR QUANTITIES ! •�•••• �••••• •••••• 63.05.3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+102+1a 3 1+C3+1+C3+11 3I1+C2+1+02+1;3 1+C3+1+03+11 3 L • A CLUSTER OF(3)ANCHORS CENTERED •.•••• • • f ,00vx 38.375 1+C2+1+C2+4!2 1+C2+1,+C2+11 2 1+02+1+C2+1 2 1+G2+1+C2+t!2!1+02+1+02+1!2 1+C2+1+C2+1i 2 Of-EACH MEETING PAIL PLUS(1) • • • • 46.Ou0 1+102+1:102+1;3 11+102+1+02+11;3 1+C2+1+C2+1€3 t+C2+1+C2+1;3 1+102t1tC2+111 3 1+02+1+C2+i;3 ANCHOR AT EACH OPERABL E ,°ENT •••••• 60.625 i+C2+1+02+1 3 1+0241+C2+11 3 1+C2+1+02+11 3 1+102+1+102+11 3 1+C2+i+C2+1 i 3 1-+C3+i+C3+1 3 PLUS(1)ANCHORS AT FIXED SECTION. : . • :•••• y �_ (9)ANCHORS TOTAL AT HEAD AND SILL. �,• • •••• • • 54.000 1+102=1+C2ti131+02+1+G2+113 1.02+1+102+1€3 1.02+1+02+1':3 1+C2.1+C<.ti3 i+C3+1+CG:1i3 • • • •• • 60.0017 i+02+1+ +11 3 11+102+1+C2+14 3 itC2+14C2t41 3 1+103+1+103+111 3 ttC2+i+C2+1;3 1+C3+1+C3+1€3 (3-MIN.O.C.ANCHOR SPACING) R �1 �4 .3 63.0;!0 1+02+,+102+4 3 1.102. �-102+11 3 1.C3ti+C3+14 3 1.103+i-08.1:3 1+102..+102+t1 3 1+03+1+03+1 .. 74.WGX 38.375 1+102+1+G2+14 2 1+G2-1+=+Ir L 1+02+1+C2+14 2 1+C2+1+C2+1;2 1-02+1+02+1;2 1+C2+1+02+3!2 ` 25 314"MAX. 48.000 1+02+1+102+1;3 i+C2+i+C2+11 3 1+C2+1+C2+11 3 11+C2+4+C2+11 3 9+102+1+102+11 3 1+C3+1+C3+11 3 = - I �j 1---3-MIN. E 50.625 I+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+02?13 i+02+1+02+1;3 1+C2+i+C2+1)3 t+C3-1+C3+1 3! - ! 9"REF 54.800 1+'2+1vC2+1'3 1+G2+1+ C2+E!3 1-C2+i+CL+11 3 1+CL+1+02+11 3 i+C2+4+C2+1s 3 1+C3-i+C3-1F 3 �' ^ O 60.0 1+102+1+02+14 3 i+-02 102 +1+ +i1 3 i+C3+1+03+11 3 1103+1+C3+111 3 11+02+1+C2+1!3 i+C3+1+C3+i`:,3 PKfADUC7 REVISED as complying lith the Florida 63.000 i+02t1+C2+11 3 11+102+1+02+i Y 1+103+1+103+1E 3 1+G3+1+103+111 3 i+C2+1+C2+is 3 1+03+1+03+1;3 LuiidingCodc MTG.RAIL,TYP.- AcceptanceNo S-0- + q 84,00(3x 36.375 1+102+1+02+1112 1+102+1+102+111 2 i:c2.i+C2+t12 1+102+1+01+1!311+102+1+G2+t1 2 t.G2t,;C2+112 EXAMPLE CLUSTER W1I Y. OF( )ANCHORS irnlion Date s 46.0;.'10 1+C2+1+C2+1 3 l+cz+1+02+1!3 l+02+1+C2+14 3 1+C2+1+C2+11 311+C2+1+C2+111 3 1+C3+1+C3+1;3 (SHOWN IN TABLE KEY ABOVE) By 50.&25 1+102+1+02+111 3 1+102+1+102+111 3 1+102+i+C2t1;3 1+G2+1+102+i;3 1+C2+1+102+11 3 1+C3+1+C3+1'3� IN,i hi f ade Product Contr�i~; 54.050 1+C2+1+C2+14 3 1+C2+1+C2+14 3 1+C4+1+C3+1;3"1+03+1+C3+li 3 1+C2+14C2+11 3 1+0341+03++11 3 60.000 1+102+i 1102+1 j 3`i+102+11+02*1!3 1+03+14C"s;11`3 1+Cs+1+C3+1 4 1+103+1+C3+1;3 1+63+1+c l i 3 25 3/4."MAX. ^ 1 1/2"TYP. 63.000 1+03+11+C3+113 j1'-+02+1+G2+1::3 i+C3+1+C3+11 3 1+103+1+03+14 4 1+03+1+C3+11 3 i+C4+1+C4+111 4 ( i I 1 t t I S 1(11 t f7 ' , Imo--3"M!f'�. 86.437X38.375 i+C2+1+C2+112 I 1+C2+1+C2+112!1+02+1+C2+112 1+C2+1+C2+143 1+C2+1+102+If2 1+C2+1+C2+1;2p_•a{ t1. :rJ 46.000 1=02+1+C2i!3 1+C2+1+,,L+1!3 1-C2+1+C2+11e 3 i+C2-1+C2+111 3 1+C2+1+C2+1;3 1+C3+1+03+1;3 9"REF. ppX G 50.625 S+C2+1+C2+1!3 1+102+4+102+1`•. 3 1+102+1+02+113 1+C2+1+C2+1 3 1+C2+1+C2+1;3 1+03+1+03+1 3 64.000 1+C2+1+C2+12 3 1+C2+1+C2+i1 3 1+03+1+C3+111 3 1+103+1+030 3 1-C2+1+C2+14 3 1+C3+1+G3+1113 = ' Ifo.53705 60.wo 11-CL+1+c2+1:3Ii+C2+1+L-2+113I1+03+1+Csri;3 1+03+1TG!+4;4 1+C3+t+103+1:3 1+C4+1+C4+i44 114TG.I?4iL,TYP. _ 1. 6:.050 t+C3+i+103+111 3 1+102+1+102+1 3 11011+1+03+111 3 1+03+1+G3+111 4 11+03+11+03+1;3 1104+i+C4+1 4 EXAMPLE CLUSTER Erb� / QTY. OF( }ANCHORS c; 71 Res dBy. I Dara Rs, ,r •: t ;}.; ' STAIF f o <s; LM.M. 51141f5 F hOCl'fi_,VCETH13SHED1 Rma.d 2Gy. mmF 10770 TECHNOLOGY DRIVE AqICH0 VE SAef1G "O/ 7 13-613^g[fS%ii..-C:.)R. JJ, IW17iiNO CHAUNGE THIS SHEET NVENICE,FL 34275 ! rrAL < HORIZONTAL ROLLER Wh,IQVV' PAC JR. 6120111 flADDEdIP.O.BOX 1529 , r 11 1 I 1 I txr-s;:•r1w C.'c:._e EL --• NOKOM!8.FL 34274 :�se51 Re:: scams � 1cs� F•r R.LYty 4 MILLER.F.E. I- �fG 2 .rtt�. ./.r1. �31.�.:l1JB y 1f.ffC �- dtl�c�S- - a' 11'11 ��Ec�T�Q F.E.#58.70 3 ANCHOR QUANTIT IES,XO& OX WINDOWS TABLE 61 NOTES: I Tc3 GLASS TYPES A,B,G,H GLASS TYRES C,D,E,F,k,J€,K, L 1. ANC . R�n_� , ANCHOR T'PE 2,3, WOOD ( 2, CONC I 1,CONC ! 2,3, WOODS 2, CONCC 1, CONIC k 1-i14"DLCO TA PCCt14s 2.i14"ELCfC S5 CRE€E-FLEY 3-#12 STEEL EEL SCRE`:�fS(G�) � 1 &SUBS IR`•4TE ZONES ZONES ZONE ZONES ZOI14ES ZONES 1 2.GLASS TYPE: D 6 ? ff) f13 _t I L? co G. p Q C] d € L� c�1 1 � M A..,/16"L4t,AI-(118"A,.090,118"A} `" FOR INSTALLATION IN THE HVHZ ABOVE 30 f k k WINDOW SIZE (;� �� ct1 t? i3.5f16"LAMI-(1116'A,.090,1/8"HS)LIJ FT,GLASS TYPES G-L SHALL HAVE A Ex6' �, S � Q ani : a5 < r x Q i 0 < C.5/16"LAM€-(118"HS,.090.1/&"HS) TEMPERED I.G.GLASS CAP.BOTH THE D, AND 37.000 K 3e.375 1z C2+1 2 i3 C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 D.7116"LAMI-(3/16"A,.090,3116"A) ANCHOR QUANTITY REMAIN UNCHANGED. t 2 E.7/16"LAW-(3116"A,.090,3!16"HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2*11 3 1+02 61 3 1+C2+1 3 F.7/16"LAM€-(3116"HS,.090,3116"HS) 50.625 1+C2+1 3 1+C2+1 3 1+G2+1 3 1+C2+i 3 1+C2=1 3 -1+C2+1 3 H. 13`16"LAW IG-118"OR 3116"A((SIN.),5116"OR 318" PACE,5116"LAMA-(1/8"A,.090,118"HS) 54.001) 1+C21+11, 3 1+C2+1! 3 1+C2+1 i 3 i+C2+1 1 3 1+C2+1 i 3 1+C2+1 3 1. 13116"LAU,I IG-118°OR 3116"A(MIN.),5116"OR 318"SPACE,5116"LAN41-(1/8"HS,.090,118"HS) 6Q.QQY1 1+C3 1+023 1 t 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1. Fj✓k6"LAFi41 iG 1!8"OP.3'16"A(MIP4.),3116"COR 1,`i'SPACE,7115"LAIVII-(3x`16"A,.090,3196"A) 1 K. 13116"LAM1 IG-118"CR 3116"A(IVIN.),3116"OR 1/4"SPACE,7116"LAMI-(3116"A,.090,3116"HS) 63.Qt}0 1+G23 1+C2+1 3 1+C3+1: 3 1+C2+1€ 3 1+C2+1 3 1+C3+1 3 L. 13110""LAR41 IG-i13"OR 3116"A(MIN.),3116"OR 114"SPACE,7/16"LAM-(3iW HS,.020,3116"HS) 43.000 x 38.375 1+C2+1 1 2 11+02+1 2 1 1+C2+1:' 2 1+02+1 2 1+C2+1 i 2 1+C2+1 2 3.4Y1NDc'3'4Rf ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLL04N=;Nig 48.00001+C2+ 1 3 1+C2+1 3 1+C2+1 i 3 1+C2+1 1: 3 1+C2+1: 3 1+02+1 3 DIMENSIONS. FOR MNMV SIZES NOT SHOIWN,GO TO NEXT LARGER WI;IDOE"S IN TAaLE. I t •••• 50.625 1+C2+11 3 11+C2+1 3 1+C3+1: 3 1+C2+1 3 11+C2+1: 3 1+C3+1 3 5d fs[ +e?+1. 3 1+^F¢+€. 4 H D SELL. t MAX ON _ @ IrD�O MEETING RAIL CEhtTERLINE. 0::00, ••• 10112" EACH F I • • { t 60.000 F 1+C3+1 3 1+C2+1 3 1+C3+i i 3 1+C3+1: 3 e 13 C2+1 i 3 F 1+C3+i 3 JAMBS: 9"MAX.FROM CORNERS AND 22 1!2"FJPAX-O.C_ • • • •••••• •• •••••• �S3.QQ0 1+C3+11 3 1+C2+1 3 1+C3+1: 3 1+C3+1 3 1+02+1: 3 1+C3+1 3 TABLE KEY- 63.0 X I •'•:'• ' • • ••••.- 53.125> 35.375 1+C2+1 2 1+C2+1 2 1+C2+1€ 2 1+C2+1 2 1+C2+1 2 1+C2+1-1 223 C3+2 i 3 -ANCHOR QUANT(T't PEP,JAMB � '••••' � '••' ••••• 45.000 1+C2+1 3 1+C2+1 3 1 i+C3+1i 3 1+C2+11 3 11+C2+1: 3 1+C3+1 3 ...... ..:..' HEAD AND SILL ANCHOR QUA14T€'T ES • • •••••• 50.625 1+C2+1 3 1+G2+113 1 1+C3+11 3 1+C2+1i 3 11+C2+1 3 1+C3+1 3 1 •• •• •••••• A CLUSTER OF(3)ANCHORS E • 1+C3+1 3 §+C2+1 3 1+C3+1: 3 1+03+1 3 1+C2+1 3 1+C3+1 3 (CENTERED ON THE MEETING RAIL ( i •• • • •• 60.000 1+C.T1 4 1+C2+1 3 1+C3+1 i 3 1+03+1 4 1+C2+1 3 1 FC3+1 1 3 PLUS(2)ANCHORS AT OPERABLE ` E • • • • •••••• •••.•- VENT AND FIXED SECTION. (7) • • • • • 63.000 1+03+1` 4 1+C3+1 3 11+C4+1: 3 1+C3+1 ANCHORS 1+C3+1: 3 1+C4+1 3 ANCRS TOTAL AT HEAD AND SILL. '..' .... :•••• 60.000 x 38.375 1+02+1 3 1+C2+11 2 2+C2+21 2 1+C2+1: 3 1+C2+1: 2 2+C2+21 2 • 48.000 1+C2+1 3 1+C2+11 3 2+C3+2: 3 1+C2+11 3 1+C2+ 1: 3 2+03+21 3 (3"MIN.O ANC iOR SPACING) C 50.625 1+C3+1 3 1+C2+1 3 12+C3+2: 3 1+03+1i 3 1+C2+1 3 2+C3+2 3 18 3!4"MAX. 54.000 1+C3+1 4 1+C2+1 3 2+C3+2: 3 1+C3+11 4 1+C2+11 3 2+C3+2 3 j--3"MIN. 60.000 1+C3+1 4 1+C3+11 3 12+C4+2: 4 1+C3*11 4 11+C3+11 3 12+C4+21 4 g"REF_ � X �O " 63.000 1+C3+1 4 1+03+11 3 2+G4+21 4 I+G3+1: 4 1+C3+11 3 2+�4+21 4 - i-`' PRODUt I REVISED 66.000 X 38.375 2+C2+2 3 1+C2+1 2 2+C2+2;: 3 2+C2+21 3 1+C2+1: 2 2+C2+21 3 as coR(ptyutg with the PYarids MTG.RAIL DeuldiRgCode E-5`©5f� C 48.000 2+C2+2 4 1+C2+1 3 2+C3+2: 3 2+02+21 4 1+C2+1 3 2+C3+2 3 !/}��p /� �E[� p / QTY. /� ANC �y� Acceptance'No �j y 1 f•n t i '] /�.'-9LYfI'�LE EsLV JTEFI Y/Eaf 6. tJ'I- ��t'ii`C l.a lie Ci RS €�4il3fIOR MPMC6.1-,I G�'�� 50.625 2+C3+2 4 1+C2. 1 3 2+x3+21 3 2+C3+2: 4 i+C2+11 3 2.C3+2 „ E By 54.000 2+C3+2 4 1+C2+11 3 2+C3+2 4 2+C3+2 4 1+C2+1: 3 2+C3+24 (Sf-1E��klf E1V TAB LEi�EYe�+1 O�rE 6V?7m 1d 60.000 2+C3+2 4 1+C3+1s 3 2+C4+2 4 2+C3+2 4 11+C3:-1 3 2TC;+26 4 It! 63.000 1+C3+1 4 1+C3+1 3 1 2+C4+21 4 2+C3+2 4 1+C3+1: 3 2+C4+2 4 is 3/4^I�L,X. 74.0;'00 x 36.375 2+02+2 3 2+C2+2 272+C2-2i 3 2+C2+2 3 2+C2+2i_ - ►� -1 112"TYP. 2 2+02+2 3 � --•;1 f----3"MIN_ Al 48.000 2+C3+2 4 2+C2+2 3 12+C3+21 4 2+C3+2i 4 2+02.2; 3 12+C3+2 4 9. "N f .`N �r;�' 1� X O k ��: .• ' Alh 5©.625 2+C3+2 4 2+C2+21 3 2+03+21 4 2+C3+2; 4 2+C2+2: 3 2+C3+2 4 S - -�'� 54.0; 0 2+C3+2 4 2+C3+2 3 2+C4+2i 4 2+C3+2 4 2+C3+2: 3 2+C4+2, 4 ( J 140.58705 MTG.RAIL - 60.000 2+C3+2 -4 1+G3+1 3 12+C4+2: 4 2+03+2: 5 2+03+2: 3 .2+C4+2 4 ;n: EXAMPLE CLUSTER 1N/QTY. OF (4)ANCHORS :1 j 63.000 2+C3+2 4 1+C3+ 11 3 2+c4. 4 2+C4+21 5 2.C3+2 4 2+C4+2 5 : ;?.VWW. DOW w_«4cfi�e j _/^ STATE OF �✓J; L.h1. 5((15 F 1 NOCifIIAtGET4YSS1?EET ANCHORAGE SPACING, O.�c Af�6 XO !�`t`AF�'OWvim J� F� - navf6aR; Adx Raviemn: 4070 TECHNOLOGY GR1VE - i �`�- -•. OFtID�''.•' = �. J.J. 41 wf7/11 E NO CHANGE THIS SHEE, N.VENICE,FL 34275 RpY��- a f rz a s t�`R I �alZaNTAL ROLLER E`f/a&e I � ppgg,leA�tCT ,l.R. 62f3/1 f ! D n r c c t- F.O.BOX;525 pct v,. i t t• ctt t t ry o f•:F`� r IMPACT �ADDEO G CAP TO E_7-IMPERED�030,7!NOTE. t LLI t NOKOVWS FL 34274 '"'t ` ate. ax a a tk rr I/x�hy Bes3ecter H X7'0 N l c� 1� } 1�f'-613 P.E.k 58705 NOTES: I I ' ` 314"MIN-E.D.TYP. ( ! � . ° I1 � VT R = " ELCO2x WOOD BUCK, 1,FOR CONCRETE APPLICATIONS IN MIAW-DARE COUNTY,USE Oi\LY MI_1101-DACE COUNTY APPOVD 114 i 3!07*. TAtCO ESEDE i a!aKA'N " 1 "`"S4 CRE E cLEIEMB CEDr 6f4"kglNj IMINti.UM.D€S-, rc_ c 'MVN.a SI Y-TCy : . CONCRETE F MIN. ANCHOR O CONCRETE EDGE iS 1 314". FLATF=ADKNCHO,SvUSTBE 12TRiMF€T;EAD. iI E NOTE 1 1 2.FOR WOOD PPPI I PT I1 ,C I N A:I-RADE COUNTY.US STEEL SG2Evc(GS)OR 1/4"SS CRETE-FLEX BUC€:, - °l �- _T (` ( #12 TRIMFIT HEAD, 1 NOTE 3 - - t [ !! 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS 1S LESS tt a 1f E 414" a THAN 1 412". 1x 4"VOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRE T E OR MAX. MAX. CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1;2"THICK OR GREATER. INSTALLATION TO THE SIJBSTRATE OF SHIM SHO O WOOD BUCKS TO BE ENGINEERED 5Y OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE VVOOQ ANCHOR, ANCHOR, 4.FOR AT T ACI HENT TO ALUt;4INUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8J53•T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 [DETAIL B OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS r12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE P.ESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAYBE USED. E 114' 5.MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT CO€>.E INTO CONTACT WITH OTHER 1 S 1 3f6" 114"MAX.SHIM i 114"11N. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. f •••• MIN. � �(1.5 KSI CMU) [I ;• • • ' • + • • 9999 999••0 OR 2-1d2"CAIN.EMBEDMENT ' { •• • •9• • • PER NOTE 1 I • • • 000900 •• 9999•• �i�} ° ` (3.4 KSI CONCRETE) •0.0•• • 0 0 1 1� f-.` - 9.0.09 0.0000 �•0 9• 9 • WOOD � I COEvCP,EI� 6 � I �� •9•• • 09 00004 ANCHOR I ANCHOR, • • NOTE 2 NOTE 1 EXTERIOR INTERIOR[� •••••• • • ••••• 1 " MIN.EDGE �.- -f G 9 F1 13 �- c r •9.9•• MIN.E. (HEA �xSE LDET.4€ SA,B,C,D,G€HJ �� 100000 • •09••• TYP. • . . �— SEE NAILING 9 0 1000 0 9.90•0 2x%"vOODBUCK,NOTE3 - IxWOOD BUCK,NOT E3J � INTERIOR 516_'RIiIN.EDGE 0 •0• ' i.•s'0 DETAIL F r F 1 rI a� •• • ••...0 • DETAIL E tJA€t�8 DETAILS E, } EXTERIOR �I I 0• ' TYPICAL FLANGE FRAME JAMIiB SECTIONS R ��,� � —�; 516"MIN. CONCRETE WOOD V DETAIL H (HEAD) ANCHOR.,— ANCHOR, I � NAILING NOTE i I NOTE 2 .131 DIA.MIN.x 2 1/2"€4AIL AT CORNERS AND 5"O.C. 1 I ( i PRODUCT REVISED t 1 TYPICAL DETAILS G,i I&I. �! I ll� I� Budding as complying 7•in 1%ith the Ftorida d Bu! g Com. ' I I J IG-O51q.aa 414" 1/4" L II t Acceptance 0 ' -C�lF311nR I}dfC { rSHIM H 1 I � f 3y D /8" MIN.EDGE MianM Bane Product CO7k1SO _ SEE 1 rII NAlUNG •NOTE 1 1 318"MIDI. - • -*• ,- alb - '`• -•' -• � � i � tttirll/r L 1 3/4"MIN. e 2-112"MIN. SEE NAIL ING ' E.D.TYP. (• / MIN.3.4 KSI 1 1"f<6If .EbGE : �� CONCRETE 2x WOOD ' DETAIL C BUCK, DETAIL D 2-112"MIN,EMBED <. >` �,7a NOTE 3 — DETAIL G.(SILL) DETAIL I (JAMB) _ I. .. SAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS -c; . ,�' (i — TYPICAL - ?2 (1 Rayse`Ey. - Retislns: D"r r" �,�I `-. STATEOF 41J.- L.R�. 1 X14/15 F �CORRECT OPTIONAL BUCK NOTE TOINCLUDE CMU ANG-HORAGE DETAILS 1070 TECHNOLOGY DRIVE • '••-.•- .- Fend&yc Deter P.evlonx ,. J J' 10117,11 E NO CHANGE THIS SHEET tJ-NENICE,i L 34275 I u //,•tS S� f V P.wsO I Cels: RBWxh� ALUW. HORIZONTAL ROLLER I<`dtt�DOW, lfo,PACT fr/f- ��, 11. J.R. &,23111 D IIJO CHANGE TIMS SHEET P.O.BOX 1529 I AI 1,1 1- I saa�.tr dR` scams rf� -n`°;srYO Q°" A LYFi�MILLEc�.P.E. � �� NOKOMIS.FL 34274 Visibly Berner HF ff � F.aG 2!287,06 J.J.- l£0 DT3:1 j 7 f 1 4 c'G!'-i t1 I E• P.E.#53705 I I