Loading...
HomeMy WebLinkAboutNOA- Lucie coun M IAM . L ; mm BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA Raynor Garage Doors 1101 E. River Road Dixon, IL 61021 SCOPE: This NOA is being issued under the applicable rul materials. The documentation submitted has been and accepted by the Board of Rules and Appeals ( where allowed by the Authority Having Jurisdictic This NOA shall not be valid after the expiration d Division (In Miami Dade County) and/or the AHJ to have this product or material tested for quali perform in the accepted manner, the manufacture immediately revoke, modify, or suspend the use c reserves the right to revoke this acceptance, if Division that this product or material fails to meet This product is approved as described herein, and Code, including the High Velocity Hurricane Zoni DESCRIPTION: Showcase/Masterpiece/TC20 APPROVAL DOCUMENT: Drawing No. P-331 TC200", sheets 1 through 3 of 3, dated 07/31107,1 Garage Doors, signed and sealed by Richard A. B� Control approval stamp with the Notice of Accept Product Control Division. MISSILE IMPACT RATING: Large and Sm; LABELING: Each unit shall bear a permanent ]a following statement: "Miami -Dade County Produc RENEWAL of this NOA shall be considered afte no change in the applicable building code negativ( TERMINATION of this NOA will occur after Lb in the materials, use, and/or manufacture of the prl I any product, for sales, advertising or any other pu comply with any section of this NOA shall be caul , 11 V Y. MIAMI-DARE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 s and regulations governing the use of construction -viewed by Miami -Dade County Product Control Division !ORA) to be used in Miami Dade County and other areas i (AHJ). to stated below. The Miami -Dade County Product Control (in areas other than Miami Dade County) reserve the right y assurance purposes. If this product or material fails to will incur the expense of such testing and the AHJ may such product or material within their jurisdiction. BORA is determined by Miami -Dade County Product Control he requirements of the applicable building code. as been designed to comply with the Florida Building 9' wide Sectional Steel Garage Door titled "Spec. Wind Load Showcase / Masterpiece / i last revision B dated 08/29/08, prepared by Raynor Bann, P.E., bearing the Miami -Dade County Product :e number and approval date by the Miami -Dade County Missile Impact Resistant ;1 with the manufacturer's name or logo, city, state and Control Approved", unless otherwise noted herein. a renewal application has been filed and there has been y affecting the performance of this product. expiration date or if there has been a revision or change luct or process. Misuse of this NOA as an endorsement of Dses shall automatically terminate this NOA. Failure to 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 distributors and shall be available for inspection a� This NOA consists of this page 1 and evidence pa� above. The submitted documentation was reviewed by C� e provided to the user by the manufacturer or its the job site at the request of the Building Official. es E-1 and E-2, as well as approval document mentioned M. Utrera, P.E. NOA No. 08-0709.12 Expiration Date: December 11, 2013 Approval Date: December 11, 2008 Page 1 Raynor Garage Doors EVIDENCE SU A. DRAWINGS 1. Drawing No. P-3305, titled "Sp c. Wind Load Shocase/Masterpiece/TC200", sheets 1 through 3 of 3, dated 07/31107, with last revision B dated 08/29/08, prepared by Raynor Garage Doors, signed a d sealed by Richard A. Baumann, P.E. B. C. 0 TESTS 1. Test reports on 1) Uniform Sta 2) Large Missil 3) Cyclic Wind Along with marked=up drawing Showcase/Masterpiece/TC200 Test Laboratory, LLC, Test Re sealed by Vinu J. Abraham, P.l 2. Test report on Tensile Test per Laboratories, Test Report No. I Patel, P.E. 3. Test report on Salt Spray per A prepared by Wendler Engineers Richard A. Baumann, P.E. CALCULATIONS 1. Jamb attachment verification Inc., dated 05/16/08, signed QUALITY ASSURANCE 1. Miami Dade Building Code Air Pressure Test, Loading per FBC TAS 202-94 Impact Test per FBC, TAS 201-94 'ressure Loading per FBC, TAS 203-94 and installation diagram of a 9'x 7' actional Steel Garage Door, prepared by Hurricane >rt No. G493-0205-08, dated 03/12/08, signed and .STM E8, of steel sheet, prepared by Certified Testing 56Q, dated 04/01/08, signed and sealed by Ramesh W B117 of painted G40 galvanized painted steel, Services, Inc., dated 09/25/08, signed and sealed by culations, prepared by Wendler Engineering Services, sealed by Richard A. Baumann, P.E. E - 1 Office (BCCO). I/ 1�� Carlos M. Utrera, P.E. Product Control Examiner NOA No. 08-0709.12 Expiration Date: December 11, 2013 Approval Date: December 11, 2008 Raynor Garage Doors E. MATERIAL CERTIFICATIONS 1. Test report on Surface Burning ! EPS, Report No. 3147467SAT-1 dated 04/10/08, signed by Chris 2. Test report on Self -Ignition Ten: by Intertek Testing Services, W signed by Chris Bowness, P.E. 3. Notice of Acceptance No. 07-11 EPS Block Type Insulation, app F. STATEMENTS 1. Statement letter of code conforn dated 05/19/08, signed and scale 2. Statement letter of no financial i dated 05/19/08, signed and seale iaracteristics, per ASTM E84 of Type IX 11, prepared by Intertek Testing Services, NA, Inc., owness, P.E. erature per ASTM D1929 of Type IX EPS, prepared Test Report No. 3147467SAT-002, dated 05/26/06, .08, issued to Dyplast Products LLC., for their ied on 02/28/08, and expiring on 01/11/12. ice issued by Wendler Engineering Services, Inc., by Richard A. Baumann, P.E. erest issued by Wendler Engineering Services, Inc., by Richard A. Baumann, P.E. E -2 arlos M. Utrera, P.E. Product Control Examiner NOA No. 08-0709.12 Expiration Date: December 11, 2010 Approval Date: December 11, 2008 sEcrou em mmmmm �m��meeem IRMA im®Deeo Elm ®�tr,yr2 ®®m®®eem ®m®m®eso ®mm�m �srr�3®m®gym■ ©®mrmmoe� �®0®®E�ELitt®O® '• sEa Dsrw.oRSRr] or sEe O[iM ov sNr] SF4 M SECTIDNAd DOQLSTESTEDPERTMM iVR STA7ICAIR PNESSIIRE TESTED Phi TAS i01 AND TA57D3 faR IM °RE r_LG—OS UESIDN PRESSURE•SLDIS FW ,�.�_-•J, . ) 7 �p LARGE MWLF WP RESISTANT T`aP �r)wxx u�P vius*aisusw Rrsi,D.aao+ Y�x II D(]✓HVAT FAOI DCfMMDNr] �DDD�.,,Dwe�„Ex waoD.uws sce sRr ] roR ]wni xwr�r Sff OEIM Ox SM ] IfJ1 HEADlAG SC(Rw rA PE]i DAAOQr, 6ff DEVM s Der -DNS III 1 it II II %1 VBA](�fxMLL) ALA ®SD.II°i VBifOCBIR!<SMAV P.PN4x D00nmpM ff DIGTm NB0TT0]L4CIIW AS T6Dllf® INTERIOR EIEDA710N arEt.WVAl6 �NCM SRNWA4IR ND P-3305 ;T6 Y YBY n o 0 0 0 Qp D O U I O Ae T..e 0 S'1RAOt HU1LITT Bm 6TLE atA� ,X� � o O O TOPFWLREIU43AR STEEL U9AR DETAIL � ,sN,En Tech eA3E I6•!:E DETAIL ,e GAI (�'1K9YW)IMLVAMEO �.%.,PiV.61C11 .TA6 f/1[VSim wT �Srm� O u � � ,esa GT FNB6RE —A. ,WiVY/A�MIE L n YEfLL YETAL .9 6 � �E SOSW ° u6AA Q �� TRwcRoue, o a EDGE HINGE IU-BAR CENTER HINGE I U,BAR RRv DETAIL DETAIL TwfunuE my W1V. ATTA°®T°T°PitiNPEwOM TTNO( ;A16M iF I (]ITRAIXB0.T6AlDVA@HR5 .es wEv.srea am aALv. sTm m,ffi 91HT YETAL Bm6,RE Yp,At TRAd NII¢TJR Hl�isuB 6��P�� VLaIW f IpPe,sRY° Purz --1 6T•uruu/ CORNER BRACKET DUAL IMQUOfRLOCK DETAIL DOORS TESTEDPERTASW FORSTATICNRPRESSURE ./ TES PERTASTS,ANOTAS m3 FOR LARGE A LE IMPACT AND CTCUCVIRID PRESSURE °g o wT 0 O SV' D Y,Y Nul Y�� RETAnVNYUI TRARxooLr O COINBI9WA([T e,EET YETI15G1EX NF} 1EAe W 6CRW AeE CALV. S,� 6PK WpOt(WI 6NDNGEIAN40 H°. P•3305 ,?•OR tSRMF6 ewnc 1JrsOOPvtwmw. AnwIWRN �I� �—vEfRICN. TRKN rlFI ,� .. � WLY. SIEb ... NURnNru ewras Anwdm vertu envXvs ,RA«t�rA.mtm.D uur Trnw TR/S%Psr�Lunou zs, zss A+� I 0 0 _ x.Te u� 0 0 .rs .anTat L stloE tool '�'��N� USE DBf CALV.sIETl FOY�PVO WIIIIRDSaEHSRM SEOTRNt6XNT rr W ASIRKiLHETA4iR1 ASIPN' l .KAAWYIANI VFRI DSSGALY.S—_. DOORSTESTEI PER T S 202 FOR STATIC AIR PRESSIWE TESTED PERTAS 2OI AND TAS sn3 FOR LARGE MSSILE IMPACT Alm CYWC WM PRESSURE DFSra PRESSURE-M 136APSF LARGE MISSILE WACT RESISTANT .INBATTAOFB.T XDIS ,. ,N' pJ�Nti IBlA%l]bRS PEC119ff sEfNSLDD.sR$WA9s3L 251fs'pDAB'iv 4113tFXSIBaBbI�]ld1mI1 D]181�WJ6Y4.Z 11MYBRN1POSRNEIMOPEA 1x1B •(SXslPSjl]=D1111$PDi FOOT 1. YA%11NMNEGATNE LWOf6iJNR. W X5BP�1]• ffit O R KA FOOT. i DFswaFrlE swoRlwcsmucT�swiBET�saEras�va Bun6 TFE BumzG o esx� wa swi ae oEsuim roN ne.w>B Innns Lmt� w NOIES 3AI0l RFAOETI sO:I�tImGl(f YAIDf.N ON C@.TEn SPAOPG W "Illf GNv. slEB Lv6T FA3ftli 6ASOVErtff ROON� 9R ROOIYiASiROi' 6ERERWOODBU]I SEE O W!f HlR BIOI A sAVluwrm TRUCR�E RAYWOi; sNOWWEM MIMI®-D�ADE - DEPARTMENT OF PERMITTING, ENVIRONMENT AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NQ PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable i materials. The documentation submitted has bee Product Control Section to be used in Miami D Having Jurisdiction (AHJ). This NOA shall not be valid after the expirf Control Section (In Miami Dade County) and/c the right to have this product or material teste4 fails to perform in the accepted manner, the mai may immediately revoke, modify, or suspend t PERA reserves the right to revoke this accep Control Section that this product or material fail This produot is approved as described herein, an Code, including the High Velocity Hurricane Zc DESCRIPTION: Series "FA-750" Outswing APPROVAL DOCUMENT: Drawing No. 80( sheets 1 through 12 of 12, dated 12123104, with 3 and sealed by Anthony Lynn Miller, P.E., beark with the Notice of Acceptance number and expii Section. MISSILE IMPACT RATING: Large and Si LABELING: Each unit shall bear a permanent model/series, and following statement: "Miami-] noted herein. RENEWAL of this NOA shall be considered al no change in the applicable building code negati TERMINATION of this NOA will occur after in the materials, use, and/or manufacture of the I of any product, for sales, advertising or any othe to comply with any section of this NOA shall be ADVERTISEMENT: The NOA number pn followed by the expiration date may be displa3 displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shal distributors and shall be available for inspection This NOA revises NOA # 094028.10 and consi well, as approval document mentioned above. The submitted documentation was reviewed by I MIAMFDWE COUNTY .. l AND REGULATORY MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 2599 www.miami(inde,g2v/pera/ es and regulations governing the use of construction reviewed and accepted by Miami -Dade County PERA - e County and other areas where allowed by the Authority ion date stated below. The Miami -Dade County Product the AHJ (in areas other than Miami Dade County) reserve for quality assurance purposes. If this product or material ifacturer will incur the expense of such testing and the AHJ e use of such product or material within their jurisdiction. mce, if it is determined by Miami -Dade County Product to meet the requirements of the applicable building code. has been designed to comply with the Florida Building French Door wlSidelites — L.M.I. -11, titled "AIum. French Door & Side Lites, Impact", vision E dated 10/12/1 l,prepared by manufacturer, signed the Miami -Dade County Product Control Revision stamp lion date by the Miami -Dade County Product Control Mssile Impact Resistant I with the manufacturer's name or logo, city, state, s County Product Control Approved", unless otherwise or a renewal application has been filed and there has been ely affecting the performance of this product. ie expiration date or if there has been a revision or change oduct or process. Misuse of this NOA as an endorsement purposes shall automatically terminate this NOA. Failure ause for termination and removal of NOA. coded by the words Miami -Dade County, Florida, and A in advertising literature. If any portion of the NOA is be provided to the user by the manufacturer or its t the job site at the request of the Building Official. is ofthis page 1 and evidence pages E-1, E-2, and E-3, as Perez, P.E. NOA No 11-1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 Page 1 M :u PGT Industries A. DRAWINGS 1. Manufacturer's die drawings at d sections 2. Drawing No. 8000-11, titled") klum. French Door 8t Side Lites, Impact', sheets 1 through 12 of 12, dated 12123Af 14, with revision E dated 10/12/11, prepared by manufacturer, signed .and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test. reports on: 1) Air Infiltr 2) Uniform 'I 3) Water Re: 4) Forced Er along with marked -up drawn door using a low sill tlnreshol Fenestration Testing Laborat signed and sealed by Julio E. (Submitted under NOA # 09 2. Test reports on:-1) Air Infiltr 2) Uniform 3) Water Re: 4) Large Mi: 5) Cyclic Wi 6) Forced Er along with marked -up drawn configuration, prepared by B (Submitted under NOA # 09 3. Test reports on: 1) Uniform 2) Large Mi. 3) Cyclic Wi 4) Forced Er along with marked -up drawn configuration, prepared by B FTL-4527, dated 02/10/05, s (Submitted under NOA # 05 4. Test reports on: 1) Air Infiltr 2) Uniform,'. 3) Water Re: 4) Forced Er along with marked -up drawn configuration, prepared by Fo FTL4528, dated 02/14/05, s (Submitted under NOA # 05 on Test, tic Air Pressure Test, lance Test, r Test, per SFBC 3603.2 (b) o and installation diagram of an aluminum sliding glass glazed with 7116" laminated glass, prepared by �, Inc., Test Report No. FTL-5941, dated 05/20109, onzalez, P.E. V8.10) on Test, per FBC, TAS 202-94 tic Air Pressure Test, Loading per FBC TAS 202-94 lance Test, per FBC, TAS 202-94 .e Impact Test per FBC, TAS 201-94, i Pressure Loading per FBC, TAS 203-94 r Test, Per FBC 24113.2.1 and TAS 202-94 and installation diagram of aluminum doors of OXXO ;stration Testing Laboratory, Inc., Test Report No. is Air Pressure Test, per FBC, TAS 202-94 Impact Test per FBC, TAS 201-94 Pressure Loading per FBC, TAS 203-94 Test, per FBC 24113.2.1 and TAS 202-94 and installation diagram of aluminum doors of OXXX stration Testing Laboratory, Test Reports No. Led and sealed by Edmundo Largaespada, P. E. n Test, per FBC, TAS 202-94 is Air Pressure Test, per FBC, TAS 202-94 ince Test, per FBC, TAS 202-94 Test, per FBC 24113.2.1 and TAS 202-94 and installation diagram of aluminum doors of OXXO stration Testing Laboratory, Test jReeports No. ed and sealed by Ednx do ` ,arg?r2��'�7otf� 19.03) J monuel ere , P.E. Product ControL&gaininer NOA No 11-1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 E-1 PGT Industries B. TESTS (cowmuEn) 5. Test reports on: 1) Large M 2) Cyclic M along with marked -up draw configuration, prepared by ] FTL-4529, dated 02/14/05, (Submitted under NOA # 0 6. Test reports on: 1) Large M 2) Cyclic 1A along with marked -up draw French door, prepared by Fs FTL-4530, dated 02/14/05, (Submitted under NOA # 0 7. Test reports on: 1) Large M 2) Cyclic M along with marked -up draw French door, prepared by F( FTL-4311, dated 09/01/04, (Submitted under NOA # 0 8. Test reports on: 1) Uniform 2) Large M-, 3) Cyclic'% along with marked -up draw French door, prepared by F( FTL-4312, dated 09/13/04, (Submitted under NOA # 0. 9. Test reports on: 1) Air Infilt 2) Uniform 3) Water R( 4) Forced E along with marked -up draw French door, prepared by Fe FTL-4315, dated 09/13/04, (Submitted under NOA # 0. M e Impact Test per FBC, TAS 201-94 Pressure Loading per FBC, TAS 203-94 and installation diagram of aluminum doors of XXXO stration Testing Laboratory, Test Reports No. red and sealed by Edmundo Largaespada, P. E. 19 03) Impact Test per FBC, TAS 201-94 Pressure Loading per FBC, TAS 203-94 and installation diagram of aluminum outswing gyration Testing Laboratory, Test Reports No. red and sealed by Edmundo Largaespada, P. E. e Impact Test per FBC, TAS 201-94 Pressure Loading per FBC, TAS 203-94 and installation diagram of aluminum outswing tration Testing Laboratory, Test Reports No. ted and sealed by Edmundo Largaespada, P. E. '03.03) is Air Pressure Test, per FBC, TAS 202-94 Impact Test per FBC, TAS 201-94 Pressure Loading per FBC, TAS 203-94 and installation diagram of aluminum outswing [ration Testing Laboratory, Test Reports No. led and sealed by Edmundo Largaespada, P. E. :)n Test, per FBC, TAS 202-94 tic Air Pressure Test, per FBC, TAS 202-94 ance Test, per FBC, TAS 202-94 Test, per FBC 2411 3.2.1 and TAS 202-94 and installation diagram of aluminum outswing tration Testing Laboratory, Test Reports No. wd and sealed by Edmundo Largaespada, P. E. '03.03) P19+1 Perez, P.E. Prod ct C trol Examiner A No 11-1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 E-2 PGT Industries C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 10/01/09, prepared, signed and sealed by Robert L. Clark, P.E, updated to the FBC-2010 on 10/11/11, signed and sealed by A. Lynn Miller, P.E. 2. ' Glazing complies with ASTM 1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.10=1 for their "DuPont Butacite®1 2. Notice of Acceptance No. 09-t layer Glass Interlayer" dated 3. Notice of Acceptance No. 08-1 Composites Glass Interlayer F. STATEMENTS 1. Statement letter dated 10/07/11 work per FAR 61G15-27-001, 2. Statement letter of conformanc manufacturer,. dated 10/11/11, 3. Statement. letter of "No financh signed & sealed by A. Lynn Mi 4. Letter of lab compliance, part a 5. Proposal No. 08-1891 issued b, Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 09- 750" Outswing Aluminum Fr( and expiring on 02/24/15. Environment, and Regulatory Affairs (PERA). 09 issued to E.I. DuPont DeNemours & Co., Inc. Interlayer" dated 12/24/10, expiring on 12/11A 1. )5 issued to Solutia, Inc. for their "Saflex Multi- 3/09, expiring on 04/08/14. N issued to Solutia, Inc. for their "Saflex PET Core" dated 02/25/09, expiring on 12/11/13. Successor Engineer adopting the another engineer's igned & sealed by A. Lynn Miller, P.E. with the FBC-2007 and FBC-2010, prepared by gned & sealed by A. Lynn Miller, P.E. interest", prepared by manufacturer, dated 10/11/11, ler, P.E. the above test reports. BCCO, dated January 26, 2009, signed by Ishaq �.10, issued to PGT Industries for their Series "FD- Door w/Sidelites -- L.M.I., approved on 02/10/10 Perez, P.E. Produc Con I Examiner N No 11-1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 E-3 1. GLAZING OPTIONS A. 711W LAMA CONSISTING OF (1) LITE OF 3116-ANNEALED GLASS AND (1) BUTACITE OR SAFLEJ010'EPSAFE MAXIMUM, B. 7118'LAMI CONSISTING OF LRES OF3%0' HEAT STRENGTHENED G Q 7ttV LAMI CONSISTING OF (1) LITE OF 311VANNEALED GUESS AND (1) D. 7/16- LAW CONSISTING OF LITESOF3116' HEAT STRETNOTHENNEDG E. Vr LAMI IA CONSISTING OF (1) LITE OF 3I7('TEMPERED GUESS OUT F. 71W LAMI I.G. CONSISTING OF(1) LITE OF3H6'TEMPERED GLASS DUE G. 71W LAM) LG. CONSISTING OF (1) LITE OF 3116' TEMPERED GLASS OUT (311(' A..076 VANCEVA, 3)1B' HS} 1L;1l: L&I &GL CONSISTING OF (1) LITE OF 3118'TEMPERED GLASS OUT (3110 HS,A75VANCEVA. 3N8'HSI 2. DESIGN PRESSURES. TABLE 1. SHEET 3. ® NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS' B. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE AND GU 3. CONFlGURAltoN3:&_O & X� OX, Norte Coco M DXo VO )=o S ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, j(DOORS OR FRENCH DOORASSEMBLY BEAM IS USEDTO ASSEmAL c L X�K AND O UNITS TO MAID_ THEASOVE CONFIGURATIONS 4.AJ"ORAGBTL¢33113%STRESSROWASE RASNDTBEENUSEDINTI S. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED INTERIOR AND EXTERIOR WHHCOMPACTORS SEALANT. 7. REFERENCES: TEST REPORTS Fn,4311. FTLA31Z FIL-0315. FLL�527. F ® ANSVAFSPANDS-2005 FORWOOD CONSTRUCTION AOU-20M ALUMINUM DESIGN MANUAL S. THIS PRODUCT HAS BEEN DESIGNED 3 TESTED TO COMPLY WITH THE REO HURRICANE ZONE(HVH4 - OF VIIr HEAT STRENGTHENED GU<S WITH ANM O PVB OVTERAYEROFDUPONT WITH AN .ODD PVB INTERLAYEROF DUPONT BUTACiTE OR SAftEWKEEPSAFE MAXIMUM. OF311V HEAT STRENGTHENED GLASS WITH AN.075 VANCEVA PHERAYER WITH AN.075 VANCEVA LITER AVER. V4'AIR SPACE AND (1) 711 V LAMI GLASS ASSEMBLY NSDE (3110'kM PVB, 3116-Ks8 V4'AIR SPACE AND (1)711(' LAM) GLASS ASSEMBLY INSIDE (3116' HS.A00 PVB, 3116' H% , IWXRSPACEANO (1) ItlV LAMI GASSAMMASLY MME lIVAIR SPACE AND (1) 719 LANI GLASS ASSEMBLY INSIDE E130M iIM E1300-02 WNiERE O REPRESENTS EITHER THE NARROW MM OR FULL"B, SIDE LITE. C DOOR BOTH USING EITHERTHE STANDARD ORTHE LOW411SESILL THE PRODUCT fdRANCHORAGEIW:OUMhENSWESHEETSDTHU111. CLEAR COLORED SEALANT. VERRCALASSEMBLY BEAM SEAMS SEALED ON THE FTL-0525, FT44= FFL-4021 AND FTL-041. OFTHE FLORA BUILDING CODE. INCLUDING THE HIGH VELOCITY r� NOA DRAWING MAP TOPIC SHEET GENERAL NOTES ------ 1 cONnommoNs.....__J GLAZING DETAILS.-_..... 2 DESIGN PRESSURES___ 3 ELEVATIONS-....-...-_-. 4 VERT. SECTIONS.------- 5 HORIL SECTIONS...---. 6 PARTS LIST ------------- 7 ANCHORAGE-__....._ 10-1 %mDUCT®I.PSRP �wxll.a ar, n.'mta. j�rF.e`c.�•._• •. :• �VTIII Il iAA'•. SIP r't2lu^ ..... �.., .. .1 E ALYI�)MMLEE _ FX 1111301 LT. /l8M1L iisty� FD7W 1 +12 �8000.1FL P..ti 58705 ii rsueu ue. new i a� noru..vrrwvu�a� 3110' ANNEALED OR HEATSTRENG1 .OLXT' DUPONT BUTACTTEiOR SAR EXAAKEEPSAFE .076' VANCEVA INTERLAYER MAMMUN PVB INTERLAiiE i 3N6' HEATSTRPNDTHMM(UAss 3NGHFATSTRENGTHENEO GLASS 6l6' EXTERIOR ILfTEifOR EXTERIOR Try EawR GLAZING DETAIL sErnNGBLocX GLAZING DETAIL sErnNc1TL°cX 7/16" LAMI GLASS W/ PVB INTERLAYER 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 7AT'NOM. T/6'NOM "nine Dnm 3WTEWEREO GLASS 3hWTEINFEREDGLASS AIRSPACE AIRSPACE�� aRVANNEALEDORHENT 3N6'ANNEALED OR HEAT STRENGTHEFMDGLASS STRENGTHENED GLASS - .MVDUPONTBUTACITE RSAR" VANCEVAINTERLAYER � HF.ATSTFZENOT�INTERLAYER EDGLASS3110' HEAT STRENGTHENED GLASS M-A EXTERIOR INTERIOR MEROR LNT13210R %XNN ,f�FR �� h i r?C •,. * �� GLAZING DETAIL ""'GB GLAZING DETAIL sEmNG tuocX = �` *: 11705 _ No 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER rx eargm a nvaeerxeimsaEr "'°'"' S-0�••'•. e. lriaem�a+rmmz GLAZING SR AtlfJt1NBG11WAFb'/ ABR7'J .ue 50705 ALUM. FRENCHDOR&SIDELRES IMPACT 4�� S1IOLNLAE F[ ��FL P#� . Table 1. Ma)6mum Design Pressures (psf) Configuration Width On) Allowed Glass Typal Haight (in) 79 Wr (65 8.T 3/4' (/D) 8731V 913/4" p 9s arr lu ) French -BOA 0.0 -80.0 +70.0 �.0 +70.0 - -80.0 +70.g -80,0 -100 0 +( ODD 100.0 +1)o.0 -1D0.0+100.0-100.0+100.0 400.0 Door TC.G -W.O IkO -80.0 +7p.0 80A +70.0 $0.0+70.0 -80.0 40MO + 000 400.0 +100.0 -100.0 +100.0 -100.0 +100.0 400.0 Fu0 Jamb 11/16' A E +70.0 -80.0 0 4MO +70.0 -WO +70.0 -80.0 +70.0 -80.0 C,G +100.0 400.0 +100.0 400.0 +100.0 400.0 +100.0 -10D.0 +100.D -100.0 3011116, C,G +10(XD 400.0 +jDD.0 400.0 +100.0 00.0 +100.0 400.0 +100.0 400.0 SldelltB NarrowI 3311w CA +190.0 100:0 +100.0 100.0 +100.0 100.0 +100.1) 100.0 +97.4 -97.4 Jamb 3811116" A, 0. E, F +TOLD 430.0 +70.0 -60.0 +70.0 -80.0 +70.0 430.0 +70.0 80.0 CM +1010 -100.0 19.9 -09.9 +95.3 -W.3 +91.4 -91A +87.9 -87.9 D,H +1tXL0 -100.0 + DOA 4000 +100.0 40MO +10D.0 400.0 +100.0 100.0 F7L-4371431$ 4315 B-7/16 L,4Afl1(3116'HS-090 PVB, MIMS) UPGRADE FTL-4311:431Z 4315 C - 7/16" LAMI (3116'A,.075 VANC VA, 8116'1-11S) FTL-4527, 45M, 4W9, 4530 D - MS"LAMI (31164)S,.075 VANCEVA, 3/18'HS) UPGRADE FTL4527, 452$ 4529. 4530 E - 71W LAMI I.G. (3/18 T 1/4' AIR SPACE, 3/16 A,.090 NO, 3f16'HS) FTL-4311, 4312, 4315 F - 7l8" LAMI I.G. (31161, 114' AIR SPACE, 3116'HS,.090 PVB. 3116'HS) UPGRADE FTL4311, 4312, 431E G - 7/6' LAMI I.G. (3/16-T,1/4" AIR SPACE, 3116-A,.075 VANCEVA, 3f18"HS) F)L-4527, 4528, 4529. 4530 H - 71W LAMI I.G. (3/16T, 1/4- AIR SPACE, 3116-HS,.075 VANCEVA 3/18"HS) UPGRADE FT64527. 4528. 45AL 4530 oLENGTHG LEHGIH OVERHANG HEIGHT NOTE& 1. IFUSINGTHE OPTIONAL LOW-RISE an (PART 10. SHEET 0 OF 121 THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DUIGRAM). IF NOT, THE MAXIMUM POSITIVE (*)DESIGN PRESSURE 13 LIMITED TO+50.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. F71{941) �delso M D ���rlf15 * � Na 5870E 0 10)11 n FJC 1T/T.11I0 LT. l$OS A'Jtae -- r A LYNM1TMQLER, P.E. 17 > AfTS 8 r 12 8088-11 E FL RE # 58705 r-7313110' MAX WIDTH— MAX E G H7 AL i I518'MAX WIDTH �•� i1453lS'MAX WID771 --�{ OX OR XO OXO OXXO (SHOWING EACH VERSION SIDELITE li0tlUCTiL•VLSBO 37' MAX WIDTH A �71974' MAX. WMM 3S 11118' 3811W OLO L OLOALL X UNITS MAIL DLO MAX DLO+'��"�u'B°'t°' c1r. A� rrtr. t5 701f8' AX OLD ALL unut `��oNY LYNN �yj � '•� X XX O (FULL JAMB) O (NARROW JAMB)`ucE"'sF'•4 ••.* NOTES: 1. CONFIGURATIONS WITH SIDE LTTES CAN BE ERIfrRNARROW,IAMBOR FU4L 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 0 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET SAND FOR HORIZONTAL SECTIONS JA140i VERSWN. SEE.c *d;' No.58T05 _ 5 = - y�- rx rarzm a man�aetxammr u'n'Q �� •. sTWOF 14� *a ,amtg Ls xamllsasw� U(I �,I ��J_�6 •••G2: �'c%r;70NA1 A. LYNNhLL�'A� P.E. FL P.E.858705 _IXAM1tPLEELEVA77ONS ALUM.FRENCND_OORSSIDELRFS,IMPACT ovAa HooAeoe�7tasa�r F.K ws fy'1911� LT, i3,OC "�" ^�+" = NM 4 • 41 8000.1f E VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX VERTICAL S OUTSWINi 4 oa 7 9oaTcursu v A 21 E ILLTERMATEVER VERSMSOTro PJ& VERTICAL SI OUTSVVIN - A LYNMGOLLER, P.E. smw i/? 5 1? 800411 E FL P.E@ 58705 LUTE DETAIL G STILES AT ASTRAGAL' .BE NOTE ASSEMBLY HARDWARE OTY (3)• 11• FROM TOP & BOTTOM AND ONE AT MDSPAN ll�;ZMAft 1WTMOR ptv /iODUIR-NLYtS:P DETAIL F FULL JAMB SIDE LITE uLlwftls w��am (AT HINGE JAMB) ��� 1 1 B 7 7 2 unuu DETAIL E 70 DETAIL I ��: �;+se' •.. JAMB. FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LFrEOf No.5g705 O IZONTALSECTIOND TAX8 fn7w 1,2 6 -12 ��E waa-1 A. P1'LNP E659T05 E F.K 772Wi LT. f/8M 1 imm DDv3Rm RBT1 D1V0T D®CRD7/0.V PQp tRAMBiDT PAXIa 1 ®6 IFIRAME-MDAFEMMMIll 6M 2 MA JOUr4WMMtL 600M11 ! "M tour-MVMSMLODM6®DC VZPCAP ow s I sw.alAMaww7lDRSiAD 6 IW7 SCRRNOYM 6>mW 7 mm M6TAIL 7B 6m t PMMEASSHde. saMW/tXCPH D 7BIPQA 9 SHAL 10 NXII OLITAWMliaL 48B8 RP D. ! I WMA3AMBWPATIIHKMW UM337 20 8012 STIES 6012 21 8014 TGPRAI DIDROODE4 M14 Il RID BOROM PAU, RODDUMO ®D .23 SHT MONM 6780 24 t016 WrIVMSWW 6MI6 25 /4XVT PR 26 =1 A M ACHVBADIACIIVH 6BMT 27 BM MARS7B8 B 211 ' CPAR 61(m 29 US IWARigNmour4mPLATE am j 30 409A 1CFARFOMDOORPM 6RIIVA 31 A07 IMAIMMEEMMKI 6m 32 SETBgiHYt6.33�VP II RI •MIIGSC:O7W/12RW TW®FBl x a M3Gsc�W/ RI 7a161HD 35 RW5I&I X36- 36 FMN3WMNUr&048 7NOWA 3/ W39 WMI 38 R MWMNW4 AMU A wm U 41 W? TMAMSCIWN8/tXY5910MLTXHD 8951MIO7BOLT 7ECITPAX 42 M9 ISTANDASORMMMB0.1S WISSROD A W31 Imoorwaamm 460H a mocrrBoLToum& DmEsmmsmXLSS8 TRIt! mmPFrX 43 MOt lfdCW-STMUPLATEATAMFArAL(ACnVBMM)tEMW1 MMI 46 6018E LEFT-BM=PIATBATAMAGAL ACOVBItN[i3! WSIIOdlT1 n TES®EW89-X318'SSPHBLTRIM 7WBPFDC 48 PLAMWW$CkhW6SAX FN 76IIFTTIC 40 HM SUMnAWATIMADA811L fff=M 8SS8XVlRMLFH 7as x M 9MUM TEKFM8 R3SXIOMUOROBKVBFH M"KM 9 Wl AcnviiiumASIM%M 9 -MR P S6f ASIMaTAD/J3i987F8PASSIVIZUKK 9I ID RAv. OOOIF ®141 1 BOVA DO110MRAd BOLT 6®tlA 37 XI(7g2Vl IAOBOL75 p tEdiBA713MxNIR MD31X2 F11ll'" t2 O i@XIUrTRNDTBI:SODW p 1 W56 6JJ56 SUM I NA I 7 + 12 I t1880d1 tt[VDiQ � Is ITM IONPT,.� A. LYt��111i6it . P.E. FL REA 58705 A5z �i 1--3.830--1 #8006 6063-T6 O FRAME, HEAD, JAMB AND SIDELITE SILL r-3.018-1-1 .pSpJ O7 #8009 6063-T5 INSTALL PLATE 4.ov -4 1.353 1-K) O#8003A 6063-T6 1 O #8004C 6063-T5 A OUT -SWING SILL OS SILL COVER Ago#8056 6063-T6 OUT -SWING LOW.' I F- @#W13 6063-T6 BOTTOM RAIL #8013A 6063-T6 O BOTTOM RAIL, LAG BOLT DESIGN O#8008 6063-T5 O #8007 6063-T6 DRIP CAP SCREW COVER 074 2A00 20 #8012 6063-T6 STILE T �s T 1 �'i I----4.434--{ 21 #8014 6063-T5 TOP RAIL AT6 T,> 1 A67 4.434r1 #8014A 6063-T5 TOP RAIL, LAG BOLT DESIGN r—'�—1 050 23 #8017 6063-T5 TOP SWEEP � Ow T C.4. #8016 6063-T5 24 BOTTOM SWEEP 1.170 f---zs44—&j 26 #8015 6063-T6 ASTRAGAL rD7W 1 1/2 1 8 • ,2 1 emit "p 5,AYEOF _� Ft...... /l LYNNMILL�1�; P.E. FL P.E.058705 �-•A75 27 #8021 B 6063-T61 GEAR HINGE, JAMB LA5o T- 61 #8028 6063-T5 SL HEAD TRIM .742 Jj 28 #8020A 6063-T6 GEAR HINGE, COV O#8056 6063-T4 SUBSILL, OPTIOR' �A0.5 �.A42 t.t6B A�85 Ae5 � L .oas #8022 6063-T5 BACKBEAD #8026A 6063-T5 10 SL BACKBEAD r t�om,f�j {�tstz—{ A75 mo 1.000 y 1.78 2A35 1 O #8018 6063-T5 30 #8019A 6063-:M 37 #8039 6063-T6 HINGE, BACK-UP GEAR HINGE, DOOR TRUSS CLAMP A82 .125 3.9Ai IAW rv"17v:-1 �3ma tA35 #8033B 6105 T5 70 #8010 6063-TB O °�'` "''►' 91 5 NARROW SL JAMB FD ASST BEAM 11 •7� --44444A186666Y'�' �.095 � 957 {�-- �2873� rrj �77198" BEAD 5 I BEAD T5 62 SL JAMB TRIM FWW I W 1 8 d 12 1 8000.11 �c; tyo.5B705 — "zo`_ •gun ;: ? .1 4NIlC, P.E. FL P.E.& 6=5 I 10.571' MAX O.C. JAMB AN O S 18.W0' AMOR —RS —I® HT. QTY. MAX. NC N Y 91 tW4°_10 ^^--0--•,IC• 953/4'-(81 —(- 81 3t4'-(5) 913f4 -(8) 1 �73W-�@) 873/4'-(8) 833f4'-(7) 11• 79 wr-(7) DETAIL A (CONCRETE) ®DETAIL B (WOOD) A (SINGLE PANEL) (SINGLE PANEL) ANC'ORRTt2'PES: AN( ORRTYPM. ANCHORAGE SPACING REQUIREMENTS: I. DETAILS A AND BABOVE REPRESENT ANCHORING OF SBNGLEX DOORS,C ABOVE REPRESENT ANCHORING OF ANY MDCTURE OF DOUBLEXX DOORS INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWLSESTATED 2 ANCHOR TYPES: 1-1W ELOO ULTRACON 2414' ELC O SS4 CRETE-FLEX 3 A CONCRETE SUBSTRATE USETYPE I AT 13W UX EMHEC WOOD SUSD7ATE-USE TYPE 20R`TYPE 3AT 13W MIN I 3. SINGLE PANEL CONFIGURATIONS:(DEJAILA, CONCRETE SUBS,RA7E OE HEAD AND SILL._.8' MAX. FROM FRAME CORNERS. JAMBS....----_.._.11' MAX FROM FRAME CORNERS, 18.f W' MAX O.C. COI 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL G. CONCRETE SUBSTRF HEAD AND SILL..-.W MAX FROM FRAME CORNERS, AND AT3'AND B'MAX JAMBS ....11• MAX FROM FRAME CORNERS PM I&SOM MAX O.C. 5. TWOOR MOIRE PANELCONFIMIRATIONS: (DETAIL % WOOD SUBSTRATE) A HEAD AND SU—ArMAX FROM FRAME CORNERS. AM AT3. W. W AND,: PLUS ENCIR(LEDANCHORS OUTSIDE CLUSTERS, REQU JAMBS -.1r MAX FROM FRAME CORNERS AND 10MI'MAX. O.G A 3'41AL HEAD&SRL 1T 3'MIN. HEAD88ILL N' ®TYP. ANCHOR ®TYP. ANCHOR CLUSTER CLUSTER (TYPICAL) (TYPICAL) 10.6/1' MAX O.C. JIHO ANCHORSgINS 1&500' JAM- —tA MT. QTY. MAX A HT. CITY. A 95aw- 91w-ga (2)ECL (3)EQ 81314--(8) 873/4•-(5) 833f4'-(6) SP. TYP. 'J SP_TYP. 87314'-(B) '{.—_...(I 833f4'-(7) 793f4'-(67 1 ! 1 I 79314'-M ». —,7r- )SEE DETAIL C (CONCRETE) Now.) A DETAIL D (WOOD) (2 OR MORE PANELS) SINGING (2 OR MORE PANELS) ANCHORTYPEB: aPP CAB oFENC ANCMORTYPEB: ti alt2 OR ANCHOR 2 0R 3 LOCATIONS .�r►�re.r )IVID)ALSUE LREO PANELSWITH FULL OR NARRDWWIDTH JAMBS. DETACSCANDD _ ILEX DOORS, NARROWJAMB ORFULLJAMB SIDE LITE PANELS, FOR MULTIPLE-PANEL4r 1NSIOUS OF DETAMSATHROUGH O ARE MAX9MIMS. STEEL SCREW (G5) T ORTYPE2 AT I W4' EMBEDMENT. 13f4' MU EDGE DISTANCE FOR BOTH WENT. L WOOD SUBSTRATE) 10.571-MAKO.C. WOOD SUBSTRATE (DETAO.4 ACH SIDE OF ASSEMBLY BEAM ANDIOR ASTRWALLOCATIONS (CLUSTER OF 4} p1ultl ` Ott .�f/I z .... LCRN FACHSIDE OFASSEMBLY BEAM ANDIDR ASTRAGAL LOCATIONS (CLUSTER OFB} �� a4�;: aGENsp' �;EP OM.YONPANELWO)THSOVER273/4'.STMOF :`V'r':*= N. 68705 ANpfORAGESPACING �� • RoBtoP= G��'` Awms Z= GNAT, ��• R� FRENCHDDDR & S)DELJJES, UI'ACT �•� Y800D•11 ALYISIWLIILLN, P.E. NL75C V4 10 a 12 I E FLP.EttW705 v A CONCRETEAN' R CONCRETEANCHOR 1l4'MAX SEEMOTEt OPTIONAL ,MAX (NOTEt) GFmUE GROUT, wiv NOTES SEE 1 e I . �_ tNOI BEE NOTES am n SEE ® i •AA:,,;`31i KS16�I.a+ %'- EMBED , NOTE `:CONCRETE;!.-' SE 'i` •-'' NE1 1WMAX WOODANOM GROUT SEENOTE3 SEE NOTE 5 MIN.I 2x WOOD. SEE ' TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL ®TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD) c]EMERIOR INTERIOR I (ALLHE-ADssummoNs) .�:y' ;_< r ®4iia;iia1'• ::_; EMBED. 1!4'® ,CONCRETE- -.: - n` SEE ® a�Mi�Y •.�3;4 kSIMII.• 'r+^ T3IABFD. y..;';,[i tS�:° _ OTEIZEWOOO ® N NOTE I SHOH I SEENOTE3 iJ� nl 15 1i WOOD —[ SEE NOTE 3 114` MAX MAX SHN SHIM Par CONC ZTEA.OR,sEENOTE I AOOMCRETHANCHIMM I NOTE &YNOODA mum SEE ROTE I ® TYPICAL DOOR & SIDE LITE HEAD NOTES: 1. FOR OONCRETE APPLICATIONS IN MIAMI•DADE COUNTY. USE ONLY MWMFDADE OOUNIYAPPROVED ELCO tT4'ULTRACONS OR tf4.554 CRETE-FLIX MTL DISTANCE FROM ANCHORTO CONCRETE EDGE IS t 3W. MN.EMBEDMM:ltrULTRAIAN-13W.IWSS4CRETE• 1r=X-1314'. 2. FORWOOD APPLICATIONS USERI2 STEELSCREWS(G5) OR ELCO lfirS56 CIEf�FL IM TWMEMBEDMENT FORE:ITHElt 3. WOOD BUCKS DEPICTED AS IxARE LESS THAN I I?THICK 1x WOOD BUCKS ARE OPTIONAL IFUNIT IS INSTALLED DIRECTLYTO SOLID CONCRETE. WOODBUCKS OEPICTEOASZ(ARE112`THICKORGREATE3L INSTALLATIONTOTHESUBSfRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE I111111/ AUTHORITY HAVING JURISDICTION(AH4 I% ONV LYNp ' 4. FOR ATTACHMEW TO ALUM: THE MATT SHALL BEAMTN. STRENGTH OF60WPANDA MIN. OF V6'THICIL THE ALUM. STRUCTURAL MEMBER SHALL BE OFA SIZE TO Y`.•• "" ••. li PROVIDE FULLSUPPORTTOTHE DOOR FRAMESSMARTO THATSHONM[NTH E DETAILSONTTIS SHEET FOR 2xWOOD BUCKS. THE ANCHORSHALL BEAAI2 SMS �� �' JGeNSE'•;/i�,p ��' WITH FALL ENGAGEMENT INTO THE ALUM. IF THESE CWTERWARE MET, THE PRESSURES SHOWN ON SHEET3AND ANCHORAGE SPACING FOR WOOD SHOWN _� *'. Na 587D5 * '_ ON SHEET IO MAYBE USED. ; 8. IF SILL IS TIGHTTO SUBSTRATE, GROLIT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON•SHR %NON-METALLIC GROUT. 3400 PSI MN., (DONE BY OTHERS) MUST T4ILLY SUPPORTTHE ENTIRE LENGTH OFTHE SILL THAT IS NOTTTGHTTO THE SUBSTRAT- AND TRANSFER smEARLOAD TO SUBSTRATE. rtK /M2o19 I 62201D[MLl1or® � .. ANCHORAGEDErarLs RoN,on •.2.� �,a oroanu nura�ro•wcnrroumllmr. ra t� ALUM. FREJNCH DOOR SIDELITES, IMPACT x FJ�L fa?3W LT. Nas¢�i FnRm 1/4 1 ff • 12 �SQDlFff I E A. LP1NE.q 69705 P.E. s aEXTERIOR INTERIOR (ALL SILL SECTIONS) CONCRETE •AANCHOR A 1/4' MAAX SEE NOTE 1, SHEETGROUL 11 -- SEENOTE 5 SHEET 71 8HE8711 TYPICAL DOOR SILL (DIRECT TO CONCRETE) CONCRETE ANCHOR SEE NOTE % SHEET 11 1ra MAX. GROUT, r-SEE NOTE 5.SHEETII 1NOOD ANCHO2R, vs IMAMS►UN to I GROUT ® SEE — NOTE 6, j SHEET 11 .ntY EMBED. BEE NOTE I. ®�" (SUBSILL TO CONCRETE) ®E�' ®S� 4 NOTE ''� NlriE INTERIOR 1 (ALL JAM89C-CT10NS) CONCRETE EXTERIOR ' II ANCHSEEo. t. SHEET11 CONCRETE 4::�, 3A 1CSI MIN. OR t.SJCSI MRL.tAAU:,:, �e CONCRETE 1/4'MNCSHIM� 114'MAXSHIN--- 1 TYPICAL DOOR SILL (DIRECT TO WOOD) wwunNwfvn, SEE NOTE 1. SHM 11 1W MAX GROUT. SEE NOTE 5. STET 11 �( 1 OPTIONAL DOOR SILL (SUBSILL TO WOOD) .wtl■Iwr ONCRETE CONCRETE ANCHOR ® ® ANCHOR,ambo- E NONE 1, 1 IV SEE NOTE Z S1tEEEC11 m.y SHEETII " 2a WOOD, SEE NOTE 3 SHEET11 IW MAX SHIM TYPICAL DOOR & SIDE LITEnuurTE JAMB ��� UNN t Mz * M. 60706 yr flASD �.'•. L0 11 ;C CU: rx r¢sm�.woat��.vauTewm^aeormuwaa STATE OFF _ anvFnur+�nrwm�rc tW4TBG7Ya71LOY0lWP ANCHORAGEDETAILS ORION LLP o�ro c xOvcuvomTxam�r ALUM. FREMCHDWRASIDEgms—,IMPACT SSrDNA1 �C.G�� n FX. TP/= L.T. 4lAg5 A 114 12 -12 �8wxll E A. �h P.E.