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HomeMy WebLinkAboutNOA; Series FD-750 Outswing Aluminium French Door with Sidelitesr 3,Py M 1AM t•DADE MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE ffOA) www.miamidade.gov/ecoitoitiy 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 Miami —Dade County) and/ or the APIJ (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 "FD--750" Outswing Aluminum French Door w/ Sidelites -- L.M.I. APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 01 through 12 of 12, dated 12/23/04, with revision "E" dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynrr Miller, P. E., bearing the Miami —Dade County Product Control Section Renewal stamp with the Notice of Acceptance_ number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall, bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. .REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1013.24 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. DADS COUNTY S� NOA No. 14-1117.05 t , �, l Expirat MIAMIion Date: �ebruar•y 24, 2020 KEW2'tr' tit Approval Date: February 19,'2015 Page 1 r 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. 8000-11, 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 under previous NOA No.11-1013.24) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1. and TAS 202-94 along with marked up drawings and 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. FTL-5941, 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 FBC 2411.3.2.1. and TAS 202-94 along with inarked-up drawings and installation diagram of an aluminum. doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4921, dated 07/17/06, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 3, 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 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202---94. along with marked -tip drawings and installation diagram of an aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4527, dated 02/10/05, signed and sealed by Edmundo J. Largaespada, P. E. (Sttbmzitted utr(ler, previous NOA No. 05-0419. 03) Jaime D. Gascon, . &. Product Control Section Supervisor NOA No. 14-1117.05 Expiration Date: February 24, 2020 Approval Date: Februarylg, 2015 E-1 PGT Industries NOTICKOF ACCEPTANCE: EVIDENCE SUBMITTED B. ' TESTS (CONT1Nur,, D) 4. 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) Forced Entry Test, per FBC 2411.3.2.1, 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 FTL-4528, dated 02/14/05, FT1-4315, dated 09/13/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under 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 marked -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, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04, all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 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 marked up drawings and installation diagram of an aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4312, dated 09/13/04, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted rnrrler previous NOA No. 05-0419.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5"' Edition 2010, prepared by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1._ Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB GIass Interlayer" dated 02/19/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0423.15 issued to -Eastman Chemical Company (AIA). for their "Saflex CP -- Saflex and Saflec"1I1` Conlliosite Glass Interlayers Nlrith PET Core" dated 06/19/14, expiring on 12/11/18. Jaime A Gascon, P. E. Product Control Section Supervisor NOA No. 14-1117.05 Expiration Date; February 24, 2020 Approval Date: February 19, 2015 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBiY11TTED E. MATERIAL CERTIFICATIONS (coNTouED) 3. Notice of Acceptance No.14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex 1I1' 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 .S`b 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 seated by A. Lynn Miller, P. E. 3. Department of State Certification of PGT INDUSTRIES, INC. as a for profit corporation, active and organized tinder the laws of the State of Florida, dated 01/27/15 and fled 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. (Submitted under previous NOA No. 11 1013.24) 5. Statement letter of no financial interest, issued by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P. E. (Submitted rnrder previous NOA No. 11-1013.24) 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 responsibility for all engineering documents pertaining to this NOA, dated 10/07/11, signed and sealed by A. Lynn Miller, P. E. (Submitted ander previous NOA No.111013.24) 7. Laboratory compliance letter for Test Report No. FTL-5941, issued by Fenestration Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. (Srrbtrritted rurder previous NOA No. 09-1028.10) 8. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq Chanda, P. E. (Stibrnilled under previous NOA No. 09-1028.10) V. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-1117.05 Expiration Date: February 24, 2020 Approval Date: February 19, 2015 E-3 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (COnTLNUED) 9. Laboratory compliance letter for Test Reports No.'s TTL--4921, dated 07/17/06, FTL-4527, daied 02110/05, FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04, 11-TL-4529, dated 02/14/05, F11-4530, dated 02/14/05, FTI A311, dated 09/01/04 and FTL-4312, dated 09/13/04, all issued by Fenestration Testing Laboratory, Inc.; all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted uniter previous NOA No. 05-0419.03) G. OT1IEItS- 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.I., approved on 11/24/11 and expiring on 02/24/15. Jaime D. Oascon, P. E. Product Control Section Supervisor NOA No. 14-1117.05 Expiration Date: February 24, 2020 Approval Date: February 19, 20U E-4 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE 1, GLAZING OPTIONS: A. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM, B. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM. C. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. D. 7116" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. NbA DRAWING MAP E. 7/8" LAMI I.G.. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE;1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" A„090 PVB, 3/16" HS). TOPIC SHEET F. 718" LAW I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE,`1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.090 PVB, 3/16" HS). GENERAL NOTES............ 1 CONFIGURATIONS........... I G. 7/8" LAM] I.G. CONSISTING OF (1) LITE OF 3116" TEMPERED GLASS OUTSIDE;1/4" AIRSPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE GLAZING DETAILS ........... 2 (3116" A,.075 VANCEVA, 3116" HS), DESIGN PRESSURES...... 3 ELEVATIONS.................... 4 H. M!8 LAMI 60, CONSISTING OF (1) LITE OF 3116" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE VERT. SECTIONS ............. 5 (3/16" HS,.075.VANCEVA, 3/16" HS), HORIZ, SECTIONS........... 6 2. DESIGN PRESSURES: TABLE 1, SHEET 3. PARTS LIST ..............•,...... 7 EXTRUSIONS ................... 8-9 ®, NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02, ANCHORAGE .................... 10-1 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02, 3. CONFIGURATIONS: X, O, XX,10, oxXXX, XXO, OXX, OXO, XSCjU(, XXXO, OXXX, OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE FRENCH DOORASSEMBLY BEAM IS USED TO ASSEMBLE X, XX, AND O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4, ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5. 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 CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL-4311, FTL-4312, FTL-4315, FTL4527, FTL-4528, FTL-4629, FTL-4530, FTL-4921 AND FTL-5941. rmuuCr REVI&Nl) ingwlf lh FlvAlb• cow .T� � 13 015 . © ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION ADM-2065 ALUMINUM DESIGN MANUAL PRODUCT' REMWED 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ZONE (HVHZ). as oomDlyingwlththeFTonax Buftlpta w N dJ Aurptanw Noj���r:�e�� QHURRICANE g�vsLtanilau r - N4isniiDa& Control` IV1111lf ..... / ` ',Z, ,.4\DENSE •. it 5 U5 140 C1 � fill' �� fFRa4B.. Dec.UPDAYEISDUICDINGCODEHNODI:SIGNMANUALMRS. '- J•R DA2mv C ADDEOTESTRFPOR UAfDERS. ��� ''. S�A��DP.•'• r, � GENERAL NOTES AND DRAWING MAP NO CNAA W$ MIS SHEET i07NOX0A�SFL J.R Of/2S�f0 D 34Y276� R.IdW. Paw ALUM, I=RENCHDOOR& SIDE LITES, IMPACT FDC20iCCCDEClLWGE �i, J.J. WWI € P.O.DQxf a cva.nnr. oab: ct»cA gi. o. '—." "_ —' NOKOAf1S,FL$4214 G, •' aowr Q"+0 cm+gfa 11 ,\ A. LYlff� }v�WL R, P.E. F,K, 12/23/04 L.7 4/8/05 �_ F075D FUL 1 d 12 8000-11 E FL P.E.# 58705 7116" NOM. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS - .090" DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED GLASS 91 OR 92 .E 518" EXTERIOR INTERIOR GLAZING DETAIL sETrINc BLOCK 7116" LAMI GLASS W/ PVB INTERLAYER 7/8" NOM. 10 7/10" NOM. - 3/16" ANNEALED OR HEAT STRENGTHENED.G LASS - .075" VANCEVA INTERLAYER —3/16" HEAT STRENGTHENED GLASS M 93 OR 94 518" EXTERIOR INTERIOR ERIOR . GLAZING DETAIL SETTING BLOCK 7116" LAMI GLASS W/ VANCEVA INTERLAYER 3/16" TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 95 OR 96 90 5/8" EXTERIOR _ 1- \flINTERIOR GLAZING DETAIL IETTINGBLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 01,700 718" NOM. 3/16" TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .076 VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS 5/8" GLASS EXTERIOR INTERIOR _fl GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER UTECHF,l OOY0,,RW GLAZING DETAILS NbKOJL113, FL 34275 rue '— P.O, Bqx r520 ALUM. FRENCH DOOR & SIDE NOWNS, FL 34274 � ecr. n..ta FU750 F�iL2 d 12 e1MQ r:wcvlsFV Wog trith the Mor(di. 0d4 AaY�vtcgttm I-- 1?�pirRalea pah � ZOJ� PRODUL-rnNKWHU w complying %ridt the Florida -•�� ,qq.--} N. 8utlditanw o 4 Aoetroemo No _ �lllllll[�, kYNN .... ,. No.58705 5TAWif ITES, IMPACT Fm. A. AkOLWA" P.E. 8000-1 i E FL P.E.# 56705 Table.1. Maximum Design Pressures (psf) Configuration Width (In) Allowed Glass Types Height (In) 79 3/4" (6B) 83 3/4" (70) 87 3/4" 91 3/4" 95 3/4" (80j French X 37" (30) A, E +70.0 -80.0 +70.0 -80, 0 +70.0 -80.0 1 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +10.0.0 -100.0 +100,0 -100.0 Door ACE +70.0 -80.0 +70,0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +106.0 -100.0 +100.0 -100.0 +i00.0 -100.0 +100.0 -100.0 - -- Full Jamb 36 11/16" A,E +70.0 -80.0 +70,0 -80.0 +70.0 -80.0 +70.0- -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100,0 -100.0 +100.0 -100.0-- +100.0 -=100.0 Sldellte Narrow Jamb 3011/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 3311116" C,G +100.0 -100.0 +100,0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 3611/16" A, 6, E. F +70.0 -80.0 +70.0 -80.0 '+70.0 -80.0 +70.0 -80.0 +70.0 =00.0 C,G +100.0 -100.0 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 D,H +100.0 -100.0 +100,0 -100.0 +100.0 -100.0 +100.0 .-100.0 +100.0 -100.0 ... %-" ' ~ ' •, . """ ' • "-, "' . - ' "'! r I L-43-t 7 , 43'I L, R377 B -7/16" LAMI (3/16"HS,.090 PV9, 3/16"HS) UPGRADE FTL-4311, 4312, 4315 C - 7/16" LAMI (3/16"A,.075 VANCEVA, 3/16"HS) FTL-4527, 4528, 4529, 4530 D - 7/16" LAMI (3/16"HS,.075 VANCEVA, 3/16"HS) UPGRADE FTL-4527, 4528, 4529, 4530 E - 718" LAMI-I.G. (3/16"T, 1/4" Ali- SPACE, 3/16"A,.090 PVB, 3/16"1-16) FTL-4311, 4312, 4315 F - 7/8" LAM[ I.G. (3/16"7, 1/4" AIR SPACE, 3/16"HS,.090 PVB, 3/16"HS) UPGRADE FTL-4311, 4312, 4315 G - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"A,.075 VANCEVA, 3/16"HS) FTL-4527, 4528, 4529, 4530 H - 7/8" LAMI LG. (3/1617, 114" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/16"HS) UPGRADE FTL-4527, 4528, 4529, 4530 OVERHANG LENGTH OVERHANG of HEIGHT • 0 L 0 NOTES: 1. IF USIUSING THE OPTIONAL LOW-RISE SILL (PART 10, SHEET 8 OF 12), THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE (+) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND SIZES OF -THE DOOR -AND ANY ADJOINING SIDELITES, (REF. FTL-5941) rMOLICT6IMM) n Ilb The pl ktw. A¢tity+t�rce No 3 l�Aydf'trlksa pina��3L�Z415 ;ODUCr RENEWEDft Itmide twmPIY� dtdintsCodc A A_-S-i t,411,i(I!! I.YNN kit��l�%�� * N�o.558-(0055 fNfM 0 tODATLTAKE ITOASTXf013MO2 ,+.oroan �1 sTATEOF a ltewln�r `- 'iO� FLORIOP;.•' G\?: l070TEGl1NOLODYDR(VE DESIGN PRESSURES OS72Kt9 C 1)FD NGTFJDIAGRMfFOR LOW RISE SI(L NOKOMIS, FL 31175 ttY �i �s A NO OtMG981768,gREET ALUM. FRENCH DOOR & SIOELlTES, IMPACT !! S'/ONAX- ��` otnr✓to D R0, UDX l520 A. LYNkIWII.WA" P.E, aau..x,rooe sue: s+coe M Dula: NOKO.N15, FL 342T4 p iar.rnNx "'- �.r. ?123/04 L.T. 4;;05 _ _ _ FD750 NTS 3 a 12 6000-11 0 FL P.E.# 68705 I•' - 7313/16" MAX. WIDTH —1 95 3/4" MAX. 4EIGHT ALL XORXO 37" MAX. WIDTH 25" MAX. DLO ALL X UNITS r i s 79.1/8" MAX, DLO ALL r-110 5/8" MAX. WIDTH i i i OXO �713/4' MAX, WIDTH 145 3/8" MAX. WIDTH 36 11/16" AX, WIDTH 26" OXXO (SHOWING EACH VERSION SIDELITF-I 3611/16' AX. WIDTH 33 3/16" UAX- DLO I/ MWIXTAVY1899 - Ol i{h Ilfe Plort� RENEWED g wltluM Florida 11 111111! .. X O (FULL JAMB) O (NARROW JAMB) `��`r�.oerlsF NOTES.,.. #c No. 68705 * '_ 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION, 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 6 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. 4 G1 l c 11II! W RK iNl2AaB H NO p 1NlSSN6ET O S7A7EOF w n ... FCORIOp • ty�� 1070 7ECMNOLoovpalve EXAMPLE ELEVATIONS &v2zw G NO E W 44W MOKOM/S, FL 34276I?ftw�sS� Cam\ �\ ,w ,na�r0 NOOMAWISIRIS SHEFI ao egXt529 ALUM. FRENCH DOOR A SIDE LITES, IMPACT � ��.,, ONAX-,�o\ e„ ora aeat- _ . RT NOKOA09,FL34274 ® °' * �"'� �* eM A. LYNIItUILWklp.E. PK. 1MY04 LT. 41M FD740 I NTS 4 d 12 8000-11 E FL P.E.058705 36 11/16" AX, WIDTH 26" OXXO (SHOWING EACH VERSION SIDELITF-I 3611/16' AX. WIDTH 33 3/16" UAX- DLO I/ MWIXTAVY1899 - Ol i{h Ilfe Plort� RENEWED g wltluM Florida 11 111111! .. X O (FULL JAMB) O (NARROW JAMB) `��`r�.oerlsF NOTES.,.. #c No. 68705 * '_ 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION, 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 6 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. 4 G1 l c 11II! W RK iNl2AaB H NO p 1NlSSN6ET O S7A7EOF w n ... FCORIOp • ty�� 1070 7ECMNOLoovpalve EXAMPLE ELEVATIONS &v2zw G NO E W 44W MOKOM/S, FL 34276I?ftw�sS� Cam\ �\ ,w ,na�r0 NOOMAWISIRIS SHEFI ao egXt529 ALUM. FRENCH DOOR A SIDE LITES, IMPACT � ��.,, ONAX-,�o\ e„ ora aeat- _ . RT NOKOA09,FL34274 ® °' * �"'� �* eM A. LYNIItUILWklp.E. PK. 1MY04 LT. 41M FD740 I NTS 4 d 12 8000-11 E FL P.E.058705 VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD VERTICAL SECTION B. OUTSWING HEAD ORIGINAL VERSION TOP RAIL 21 ® S5> ALTERNATE VERSION TOP RAIL ORIGINAL VERSION BOTTOM RAIL ALTERNATE VERSION BOTTOM RAIL NOlfOMIA FL 34276 P.O. eqx tam NOKOMIS, FL 34274 FA760 1' 112 1 6 a 12 1 6000-11 \��i�\IfIIf/►1/l7 v LY141V 41��� ��, •' \,\CEN3F • •, �i� *' No.58705 -k — !0 1\ ���•.•'STAT•O A. L1R, P.E. FL PX-4 58705 on O HORIZONTAL, SECTION 1}.OF EACH SIDE LITE TYPE Q 2S, 89 70. 29 S3 70 1 pFl`AIL E DETAIL 1 �•��o? ��eNsr' '•'' DETAIL FI DETAIL K JAM _, FALL JAMB JAMB, NARROW NARROW JAMB SIDE LITE HINGE. JAMB TO HINGE JAMB SIDE LITE JAMB SIDE LITE � � ; w= (AT HINGE JAMB) (NOT SHOWN ABOVE) c w: R*&bxl of Rlc ' fell= a wouwmnaager• •A ' . Dow HMO=- fo7o crfxotoc�ro HORIZONTAL SECTION DETA1 S '. O ' •..; Fl oa��• ' � J.R. 0&??ANJ 0 A9—Vl%wmsflfw Pt0lCOM18, W R NOGWtfcir:9-rlusarrrrFr -' ALUM. I�RENCH.DOOR &SIDE ITES, IMPACT . of�vfo u patqK0Yl&,X f52a a 1*wft � �,,,,,— Rrv: A. LY.NN 1u�ILL�f� P.E. sn oa,x xoxatlra, a sa2�a o , F.K. 12/23/d4 L,F. 4/&U5 FD750 1& 6 ar 12 0000-14 E FL P.E.# 58705 VD756 DOORMI ' ITFA1 I DWG) DFSCR PTLON PGTA FRAAiF W PARTS 1 8006 FRAME-HEAD&HINGBJAMB 65006 2 MA OUTSWINGSD.L 6S003A 3 80 n -SWINOSILLCOVIR 68004C 4 D IPC P 69008 5 . ••••••••••• HWAD.SILL&1AMBWFATHEiSTRIP SCtILCUAL U8333 8500 6 8007 SCR61V COMB 68007 7 W. IINSTALLL14TO 68009 8 ......••••• IFRAMRAEMBLYSCREW fI8X 1' Pll A 78l A 9 32 ' T L • SFAL 488 10 5058 •SW OSIlL LOW RI$ g8058 DOOR PANEL 5 FADgILt JAMBWPA'THf1iSTRIP CHL50AL U83337T 20 1 1 69012 21 8014 TOPRAI PAMRODDESI 65014 22 8013 RAll. 9UMDED ROD DESIGN 69013 .23 8017 TOPSWITP 68017 21 5016 MTOMSIVMP 68016 ......•••• SWMP SCREIVS 04X 14' PHI PH 26 -RIL AS7 ACTVE&1NACME 68015 27 8421E HIN 1AMD §IDB 6=18 2 R VRt 68020A 29 $0 8 , R! is D C1GD PIATB 68018 30 Z019A _ jW_9HJNPKPMRSlD8 68019A 3t Bo3S OWAR . P N 6W35 3 R IN. S RkW 86.32 x l!4' 33 ••••••••r•• R MTQSCRbW012x3/4'TRUSSHD. WK N MTQSCREW RM x•11/ • TRUSS HD. 3 R binR 511618 36' RODA 36 .......• F GED Ni713/ 6 IS 799ONUrA 37 80 9 T U CLA P ' 60378M 38 38MCFARIATCHMECHAMSM ASHLAND 39 8030 L24MTA 4S030 O0 TCHASS•YSCRBWSHSX2•SSPMlLTRHD 7 TPAX 41 8 331 S/S SHOOT DOLT RO SU VAN 42 8045 ffAtLD IWFWS DOLTS W/SSROD UU.IVAN 43 W31 ISHOOTBOUGUIVE 43031 44 =n-! S 4MBOLTGMPA&STRIKESCREW 8.32X3/8''SSPHIMTRHD 7BX38PFTX 45 $038 S9D=S P •TEATA RAOAL ACTIVDtpNM WSRO-43S1 46 MBL LEFT-STPJKRPLATBATASTRAGAL ACTIVSHMGEDRI W511044SI 47 - MIKBPIATESCR►zWS&32X3/8'SSPHILL7RHD 78X3 N X 48 •• •••- S KHPLA MIpDLSSCRGIV 624X 112` FH 7612FPTX • 49 8036 STRIKBPIATEATHPAD&SILL 50 STfUK SCR VSSSSX112PlDLLFH 785 AX $1 S'i'RIKSPLAT88CMYS n 1LLSS8XIAPHILLUND!•RCUYFH 7SX1PFHUX 52 SOal ACTIVBT MSHP ASMAND 53 '8012 PASSI TRIMSSi ASHLAND - 54 ZML STAINI.ESSSTE LPASSIVELOCKGFAR ASHIAND 5$ 8014A TOPPAIWAOWLTDESIM 68014A 56 8013A JQOMM RAIL fAGDOLTDESIGN 68013A 57 .......... 5/16' 21WLAOBOLTS 75161BOLTX CMRGE4MIS SHEEr h 21 LITE SIDE *%ih,r*Mi coo t bt5 a whhft Flmlda 98 ......... 7/8' IAMI LQ 116- T,11V SPAC 3/16 HS. VANCEVA 3fle NS i 1 t 1191 j / 105 802E BACKBEAD •075 69022 `�.�yoN1VMlC(F�P��'r� `� �r0 ' ,CSVA8B pC l q .' 05 / = C1D g61 a = LL - �. O ' ., xLOR� .• 11 t A, LY tJ MiLI�, P•E. FL P.E.# 68706 106 W26A SLBACKBFAD 68026A 107 8023A 7/16' BPAD 68023A 109 8024A 718'IGBFAD 68M4A 109 1224 MNYLBULB WSTP NICK 6TP247 107011=clEsoc00r110nl>; kOO. BOXf629 FL24Yttr P.O. BOX Wx0mid, Fesfzra $ PARTS LIST ALUM. FRENCH DOOR & SIDE LITES IMPACT sdaaatas F07M N14 7 a 12 a. rarta 8000 1 «« E .062 T 1.Oi 0 #8006 6063-T6 O FRAME, HEAD; JAMB AND SIDELITE SILL 2 236 05Q 1.160, 1 4.027 r. 583 1.353 (-•.— 1.033 .050 : �I ---------3.636--�I J 040 O#8003A 6063-T6 2 OUT -SWING SILL G#8004C 6063-T5 OS SILL COVER •-� I 1.278 k— 3.018 ,062 2.000 `� ---v �6 583 .050 �i.a ---•-3.636---r-�-+^� Q7 #8000 6063-T5 INSTALL PLATE A #8056 6063-T6 - 20: #8012 10; 6063-T6 OUT -SWING LOW SILL STILE gr 1:M .100 1.93E r• 8.250 -� 22 #8013 6063-T6 BOTTOM RAIL 1.938 .100 1.93E 8.250 - 21 #8014 6063-T5 TOP RAIL O#8008 6063-T5 DRIP CAP 1.940'�{ .496 � I .050 23 #8017 6063-T5 TOP SWEEP t2NO" :797 . #8016 6063-T5 24 BOTTOM SWEEP .075 T 1 I I�---2.544 &BOTTOM #8013A 6063T6 #8.014A 6063-T5- ' #8015 6063-T6 RAIL, LAG BOLT DESIGN 55 TOP RAIL, LAG BOLT DESIGN 26 ASTRAGAL P.O.BQxmv MKOUK,, n 3Q?4 FD750 6 #8007 6063-T6 SCREW COVER IMPACT !qA 8 d 12 -I 8000-i1 rwoucT ilEVl&5$ c 4Uv WA!djft !i.b o RMWED �, oNyN104N MV�F''�;�� jC f1o.58i0VL '•�•. A. LY' U MILtV R", P.E. FL P.E.# 58705 --�{ .742 �+--2.260 .075 I 363 072 27 #8021 B=60.63-T6 28 #8020A 6063-T6 GEAR HINGE, JAMB GEAR HINGE, COVER j- 060 .438 I 2.622-- --+ 61 #8028 6063-T5 SL HEAD TRIM 10 #$022 6063-T5 BACKBEAD �3.776---�---� 325 125 .050 - .142 29 #8018 6063-T5 HINGE, BACK-UP 075 30. #8019A 6063-T6 GEAR HINGE,' DOOR 082 1 �00 3.638- --+•-� O BSILLi OPTIONAL O #8010 6063-T6 s4 SUBSILL; OPTIONAL 70�NgRROW SL JAMB 1.169 j ?4—. 6 760045 �.437 I 045 ' .818 1 10 #8026A 6063-T5 SL BACKBEAD SHEET #8023A 6063-T5 10 7/1'6" BEAD Po. eox tags lvam, IlS, R. 2114 108 #8024A 6063-T5 I.G. BEAD F0760 }�-1.812—� 100 i 000 37 #8039 6063-T6 TRUSS CLAMP A26 3,251 1.885 #8033B 6105-T5 80 FD ASS'Y BEAM l ,050 62 #8029 6663-T5 SL JAMB TRIM OOR & SIDE LITES, h ae.+vna 9 a 12 8000-11 r auet Y( w RNA*.. RENEWED g with.ibe Fkvids at 4-A —,i ~ No.011 58705 SStoNP&I .. A.1Y'WI iH,k�'P.E. FL P.E.# 88705 V.12"A 6"r 16" 6n wlr 9" _L 7N I 3 11" 11" 3" MIN, HEAD &SILL MIN. - - HEAD& SILL 11" ®TYP. ANCHOR , TYP. ANCHOR CLUSTER CLUSTER 1Q.571" (TYPICAL) (TYPICAL) 10.671" MAX, MAX.; O C, O.C. AMB JAMB JAMB —��- JAMB _ANCHORS 18.500° ANG. - .HORS® NCA HORS 1° �00 NA CHORS"® HT, Q7Y. MAX. HT, QTY. HT, QTY. MAX. HT, QTY. 95 3/4" - (6) O C 95 3K' - (8) 95 3/4" - (6) O.C. 95 3/4" - (8) 91 3/4" - (6) 91 34' -(8) 91 3/4" - (5) (2) EQ. (3) EQ. 91 3/4" - (8) 87 3/4" - (5) 87 314" - (8) 7 87 314" - (5) SR. TYP. SP. TYP. 87 310 - (8) 83 3/4" - (6) 83 3W - (7) [ 83 3/4" - (5) 83 3/4" m (7) 79 3/4" - 5). 79 3M' - 7 " 79 314" - 5 " 79 3/4" Ail -DST . I-L 6 (GONCRETE) DETAIL BB (WOOD A D. `AAIL C (CONCRETE) � SEE NOTE 5 � C)�TAIL, (� (WOOD) SINGLE PANED REGARDING ( ) (SINGLE PANEL) (2 OR MORE PANELS) APPLICABLITY (2 OR �OREr PANELS. ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES: OF ENCIRCLED ANCHOR TYP158: 1 OR 2 2 OR 3 1 OR 2 ANCHOR 2 OR 3 LOCATIONS ANCHORAGE SPACING REQUIREMENTS: t,ry 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 Ls INSTALLATIONS OF TWO OR MORE PANELS, UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 -1/4" ELCO ULTRACON 2 -1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREW (G5) ® CONCRETE SUBSTRATE USE TYPE-1 AT 1 3/8" MIN. EMBEDMENT OR TYPE 2 AT 1 3/4"EMBEDMENT. 1 3M- MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8" MIN. EMBEDMENT. 3 SINGLE. PANEL CONFIGURMIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B. WOOD SUBSTRATE) HEAD AND SILL ...... 6" MAX. FROM FRAME CORNERS. PRODUCCRENMED JAMBS ..................... 1ill MAX, FROM FRAME CORNERS,18,600" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B). Build' yLg w1tA tbo E7orWa ldingCode Acceptance No 4.:1WO:OR MORE PANEL CONFIGURATIONS: (DETAIL C. CONCRETE SUBSTRATE) 8 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). Miami Dade Pro uct Control JAMBS .... il" MAX. FROM FRAME CORNERS•AND 18.600"MAX. O.C. S. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D. WOOD SUBSTRATE) ► i i 4YNN HEAD AND SILL ...... 6" MAX. FROM FRAME CORNERS, AND AT 3"i 8" V AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). ��� �`� '.�OeNSF''• p �� PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4". JAMBS.....................11" MAX. FROM FRAME CORNERS AND 10,671"MAX, O.C. No.58705 ='d 4o I II Uj - R ' REMOVENOTE ERT NiN070 OEovfs16EAPD - NTK ow0aw� ��0,'••, 6TATEOF 4l� F.16 faf7NB 8 REv19EANC1fORAC6P RF8 M1DRSVlSBNOTE3?,8A6.. ANCHORAGE SPACING �'��.�' FCOR(O,•' Cj� a f0707ECNN0iD"DRNS i in OA72118 C NOCJfAMO$TRJSSHEET NOlCOM1S �T 342T67* �S, .,...... r.,; or ,o crwHaED-rwcarroumacox P,asgXf ALUM.FRRNCHDODRASIDEIITES IMPACT` ��,-'(tONA�',��� ft"WLao, m, NoxaViS,'FLsaz7ain. t tans rzn A. LYNN i�hyU , P.E. AK, i2/ &N L.T. 41,1105 FDT60 1/4 10 a 12 8000-11 E FL P.E.# 58705 CONCRETE ANCHOR WOOD ANCHOR,. 1/4" MAX: WOOD ANCHOR, CONCRETE ANCHOR SEE NOTE 1 " MAX; OPTIONAL SEE NOTE 2 GROUT SEE NOTE 2 (NOTE1) GROUT; SEE 1/A`MAX, .84 114' MAX. NOTESS 05ROUT, SEE - GROUT SEENOTE 5 SEE �] NOTE 5 NOTE 5 j . s Rya t t "': , <. .�L, oic:..,l•a}:F. +v .t•.,c :..: -: ri .�.Ir".•:f 1:;..,r its � ':.•� + ..r . , , . sEMeED. I s, • f t '' u � ; EMBED. ,, ��.-.—��� �•-.� 3 A K1 MIN , > + •. SEE SEE 1.3/8" N0TE1 'CONCRETE� t +; NOTE MIN. 2xW/JOD,SEE MIN. 2xWOOD, .SEE '?-t ' h•1 t -t-'—� 'r ,''�'•'"'•�r ",ti :�c - r+� -�- 1 _ NOTE 3 - ; NOTE 3 OPTIONAL 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) EXTERIOR INT� ERIOR : (ALL HEAD & SILL SECTIONS). M113 . : `t: t • EMBED. C'7sl 1l4"� :•r CONCRETE; ;1 SEE as 4 >Sfa .4.KSI MII� t ! ,:EMBED. MAX. i pi'y+ r rt NOTE 1 ! SEE SHIM 2xWOOD�sroeN� ^i016;} CONCRETE NOTE 1 SEE NOTE 3 15 ..lL�.. IxWOOD. SEE NOTE 3 �. 1!4 114" MAX MAX. SHIM SHIM 'CONCRETE ANCHOR, SEE NOTE 1 ®CONCRETE ANCHOR SEE NOTE 1 AWOOD ANCHOR SEH'NOTE 2 PRODUCE RENBWED TYPICAL DOOR &-'SIDE LITE HEAD asco Buildirgcode with the Florida ® AcceptanceNo .Q NOTES: mate 1; FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DAPE COUNTY APPROVED ELC0.1/4" ULTRACONS OR 1/4" SS4 CRETE-FLEX. MIN, DISTANCE B FROM ANCHOR TO CONCRETE EDGE IS 1 314". MIN. EMBEDMENT:1/4 ULTRACON -1 3/8",1/4" SS4 CRETE-FLEX -1 3/4". Minim DadeProduct Coairol 2.. FOR.WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4" SS4 CRETE-FLEX-1 3/8" MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED.AS-1x ARE LESS THAN 11121 THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYTHE t ► fl:11f1. . AUTHORITY HAVING JURISDICTION.(AHJ). `��� Ot1Y LYNN 4. FOR ATTACHMENT TO ALUM: THE MAIL -SHALL BE A MIN. STRENGTH OF 15063•T5 AND•A MIN, OF 1/8" THICK. THE ALUM, STRUCTURAL MEMBER SHALL. BE OF A SIZE TO t� .• �F �� PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILARTO THAT SHOWN 1N THE:DETA.ILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS L%GENSF WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THEPRESSURES SHOWN ON SHEET 3'AND ANCHORAGE SPACING FOR WOOD SHOWN : No. 58705 ON:SHEET 1-0 MAY BE USED. 5, lF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL .IS.NOT REQUIRED; IF USED, NONSHRINK, NON-METALLIC GROUT, 3400_PS1 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. 10 111Rem ilk fa12W DOW R„a iR1T1EANCf10iLtQFANO 7Es STATE OF ., eizWsr io7orEcxxol0(irosn� ANCHORAGE DETAILS �',�� tZ oa aros- o w sosia�ixrrxassud R6 ffOOMIs,FcWtJ cwwoea-rAPC& YO'%MOW Po.agxM ALUM. FRENCH DOOR& SIDE OTES, IMPACT Jx am"t0 a,,.,b, c aase s,.x x. A. LYNN tS1Ii� �, P.E. ay+ ouu mat NO!(O1N19, a=974 e F.K. 17/23/04 L.T. 4/R/05 fU7d0 114 1A u 12 8000-11 E FL P,E.I168ZOG EXTERiOR' INTERIOR (ALL SILL SECTIONS) CONCRETE OPTIONAL ANCHOR, SEE NOTE 1, 84- SHEE7111 WOODANCHOR, "WOOD CONCRETE OR A AANCH i/,r MAX, 861NOT15 2 SEE NOTE 1, SHEET 11 SEE NOTE 1, GROUT, MET R 1/4" MAX. SHEET 11 0 1/4!'MAX 1IN'MAX.. GROUT, SEE NOTE GROUT GROUT, SEEN'11 5. SHEET I I OTTE SEE SEE NOTE ir sl 1. NOT E SHEET D6, 5, SHEET I . . . . . . SHEETil Tij T T ; 0-1 EMBED. --i .4 81 Mi D x 66D,= 146 N O�r i 'I 1 14/1887'"' I . . sesNo CONCRETE-,. -CON MIN. SEE NOTE 3.- C., - MIN. ISHE PIT 1 f SHEET 'A OPTIONAL 847 NOTE 3,� tzr_lr .1 11 - T I I — - ---TYPICAL DOOR SILL OPTIONALIDQOR SILL TYPICAL DOOR SILL OPTIONAL DOOR SILL_ (DIRECT TO CONCRETE) (SUBSILL TO!"CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD) INTERIOR (ALL JAMB SECTIONS) 'EXTERIOR 107 EMBED. 4SEE I NOTE-1. ISHEET 11 3A KSI MIN. CONCRETE 1/4' MAX. SHIM --I EMBED. SEE CONCRETE NOT0, ANCHOR, SHEET I i SEE NOTE 1, SHEET 11 CONCRETE ANCHOR,. GII SEE NOTE 1. SHEET 11 CONCRETE OR I 5'KSI MIN: CMU SEE NOTE 3 SHEET 11. 1/4" MAX SHIM—.4 �13/&" MIN. 2xWOOD,. SEE NOTE 3, SHEET 11 1/4" MAX SHIM ----I ramporwom VA Ira 60 nuffia )NCRETE ANCHOR, Now :- NOTE 2, SHEET 11 1, ............... TYPICAL DOOR & SIDE LITE JAMS pis LYNN \X \cENss No,58705 a NFWMADDSMIUANDA geMVWAfto�mR4jLo=UWw, vE M ANCHORAGE DETAILS Me 'o STATE OF t' ......... hotWOEMISMEEr VEMS. a=1111 ALUM. FRENCH DOOR& SIDE LITES, IMPACT- WAI, ei_�\\ rrt oft"to 0 5;� p JON Ing q!x a 34274 1, WAR P.E. F. K. J.'simu "10 Ll &W 164M 114 Flw 12 1112 177 80004 1 In" E FL REX 68705