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HomeMy WebLinkAboutNOA; Series 18P PVC Fiberglass Outswing Glazed DoorsM IAM I-DiADE NII ® MIA-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIMT (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE OA RECEIVED www.miamidade.gov/economy Nan Ya Plastics Corporation USA iJAN "�?'� 8989 North Loop East, Suite 800 Houston, TX 77029 ST. Lucie County, Permitting SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the, expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the,, AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "18P" PVC/Fiberglass Outswing glazed Doors (OXX or XX)- LAU APPROVAL DOCUMENT: Drawing No. NAYTO03 Rev H, titled "18P Impact 8' Outswing Glazed PVC/Fiberglass Door (OXX or XX) sheets 1 through 9 of 9, dated 04/03/06 and last revised on 08/08/18, prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact. Limitations: 1. Full length wood reinforcement item #20, at lock -stiles and hinge Stiles are required. 2. See sheet 2 for rails & stiles sizes. Min door/ sidelite top rails = 4.37", min bottom rails = 7.63", min door / sidelite stiles = 6.52". LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade Co4mty Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer oI %V*41i - ' utors and shall.be available for inspection at the job site at the request of the Building Official. �1 This NOA revises NOA #16-0811.07 consists of this page 1 and evidence page E-1, E-2 and E-3, as well document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI•DADE COUNTY= NOA No.18-0815.15 �FnwlsExpiration Date: August 18, 2020 1 Approval Date: October 04, 2018 ��Z)��� Page 1 Nan Ya Plastics Corporation USA NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files See below). 2. Drawing No. NAYTO03 Rev G, titled "18P Impact 8' Outswing Glazed PVC/Fiberglass Door (OXX or XX)", sheets 1 through 9 of 9, dated 04/03/06 and last revised on 09/30/16, prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, P.E. B. TESTS (submitted under files #12-0612.17 /#11-0415.05/#06-0411.04) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of an outswing fiberglass double door, prepared by Certified Testing Laboratories, Inc., Test Report No. CTLA-1420W, dated 02/24/06, and addendum letter dated 07/18/06, and amended pages 1, 5, 6 and 7 of 12 dated 07/25/06, all signed and sealed by Ramesh C. Patel, P.E. 2. Reference test report # CTLA-2019W, dated 05/10/10 issued by Certified Testing Laboratories, Inc. for Forced Entry (FER) Test per TAS 202-94, signed and sealed by Ramesh C. Patel, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2014 (5a' Edition), dated 07/20/16, prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 and -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (submitted under files #12-0612.17 /#11-0415.05) 1. Test report No.ETC-05-255-16776.1, prepared by ETC Laboratories, dated 07/06/06, issued to Nan Ya Plastics Corp., for their SMC Fiberglass material / ETC05033 per ASTMM-638-03 "4500 exposed Xenon Arch "& tensile strength ASTMD-638-03 "Tensile strength", Smoke density per ASTMD2843-99, Rate of burning per ASTNO-635-98 and "Self ignition" per ASTMD1929-01, all signed and sealed by Joseph Labora Doldan, P.E. 2. Test report No.ETC-05-255-17144.0, prepared by ETC Laboratories, dated 07/03/08, issued to Nan Ya Plastics Corp., for their Rigid PVC plastic( part #ETC06024) per ASTM D 1929-96 "Standard Test Method for Ignition Properties of Plastics ", ASTM D2843-99 "Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics ", ASTM D635-98 "Standard Test Method for Rate of Burning andlor Extent and Time of Burning of Self -Supporting Plastics in a Horizontal Position" and ASTM D638-03 "Standard Test Methods for Tensile Properties of Plastics" for exposed & unexposed sample per Xenon Arch after 4500 Hours, signed and sealed by Joseph Labora Doldan, P.E. Is aq I. Chanda, P.E. Product Control Examiner NOA No 18-0815.15 Expiration Date: August 18, 2020 Approval Date: October 04, 2018 E-1 Nan Ya Plastics Corporation USA NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue) 4. Test report No.ETC-06-255-17412.0, prepared by ETC Laboratories, dated 04/25/06, issued to Nan Ya Plastics Corp., for their Phenolic Foam Board / ETC06013 plastic per ASTMS-E84-05 "Standard Test Method for Surface Burning Characteristics of Building Materials ", signed and sealed by Joseph Labora Doldan, P.E. 5. Test report No.ETC-0'5-255-17412.1, prepared by ETC Laboratories, dated 04/25/06, re -issued on 06/28/06 to Nan Ya Plastics Corp., for their Phenolic Foam Board / ETC06013 plastic per ASTME-E84-05 "Standard Test Method for Surface Burning Characteristics of Building Materials ", signed and sealed by Joseph L. Doldan, P.E. 6. Test report No.ETC-05-255-17900.0, prepared by ETC Laboratories, dated 06/28/06, issued to Nan Ya Plastics Corp.; for their Phenolic Foam Board / ETC06013 plastic per ASTM D1929-96 "Standard Test Method for Ignition Properties of Plastics ", signed and sealed by Joseph L. Doldan, P.E. 7. Test report No.ETC-05-255-16776.0, prepared by ETC Laboratories, dated 01/04/06, issued to Nan Ya Plastics Corp., for their SMC / ETC05033 plastic per ASTM D1929-96 "Standard Test Method for Ignition Properties of Plastics ", ASTM D2843-99 "Standard Test Method for Density of Smoke from! the Burning or Decomposition of Plastics ", ASTM D635-98 "Standard Test Method for Rate of Burning and/or Extent and Time, of Burning of Self -Supporting Plastics in a Horizontal Position" and ASTM D638-03 "Standard Test Methods for Tensile Properties of Plastics ", signed and sealed by Joseph Labora Doldan, P.E. 8. Test report No.ETC-6-255-16777.1, prepared by ETC Laboratories, dated 07/26/06, issued to Nan Ya Plastics Corp., for their Cellular PVC / ETC05034 plastic per ASTM D1929-96 "Standard Test Method for Ignition Properties of Plastics ", ASTM D2843-99 "Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics ", ASTM D635-98 "Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Self - Supporting Plastics in a Horizontal Position" and ASTM D638-03 "Standard Test Methods for Tensile Properties of Plastics ", signed and sealed by Joseph Labora Doldan, P.E. 9. Notice of Acceptance No. #14-0423.15 issued to Eastman Chemical Company (Na) former Solutia Inc. for their "Sailex Clear or colored interlayer", expiring on 11/11/18. F. STATEMENTS (Except item #1, balanced submitted under files #12-0612.13) 1. Statement letter compliance to FBC 2014 (51 Edition)and "No Financial interest", dated July 28, 2016, prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, P.E. 2. Statement letter dated 07/28/2016, for standard equivalency of ASTM D635-98/03 conforming to FBC 2014 for above; referenced test reports, issued by PTC, LLC, signed and sealed by Robert James Amoruso, P. E. 3. Certificate of Authority dated May 23, 1983, to transact business, issued to Nan Ya Plastic Corporation, USA issued by the State of Texas, signed by Secretary of State 4. Lab compliance letter as', art of above test reports. G. OTHER 1. This NOA revises & renews NOA # 12-0612.17, expiring on Aug 18, 2020. 2. Test proposal dated 05/09/05 approved by BCCO. Ishliq I. Chanda, P.E. Product Control Examiner NOA No.18-0815.15 Expiration Date: August 18, 2020 Approval Date: October 04, 2018 E-2 Nan Ya Plastics Corporation USA NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. NAYT003 Rev H, titled "18P Impact 8' Outswing Glazed PVC/Fiberglass Door (OXX or XX)", sheets 1 through 9 of 9, dated 04/03/06 and last revised on 08/08/18, prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, P.E. Note: This revision consists of editorial FBC 2017 (6th edition) update notes, only. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCRBY: 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. #17-0712.05 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter compliance to FBC 2017 (6th Edition)and "No Financial interest", dated August 08, 2018, prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, P.E. 2. Statement letter dated 08'/08/2018, for standard equivalency of ASTM 1929-01, ASTM D635- 98/ 03, ASTME-84-05 conforming to FBC 2017 (6th Edition) for above referenced test reports, issued by PTC, LLC, signed and sealed by Robert James Amoruso, P. E. G. OTHER 1. This NOA revises NOA No.16-0811.07, expiring 08/18/20. Ishaq I. Chanda, P.E. Product Control Examiner NOA No.18-0815.15 Expiration Date: August 18, 2020 Approval Date: October 04, 2018 E-3 0 MAX HEIGHT - 109.33 4 FROM MAX. UNIT WIDTH = 109" CORNERS I 4 I 4 MAX.4 FROM 481-{44 r CORNERS 1 MAX. i 4 22 O.C. 4.37 TYP. �� �0 �� MAX. TYP. 6.52" TYP. 9,19 _ - O X X UNIT 6.52" 95 1 2" TYP. 7.63" TYP. Loll 1 I t t I 1 1 I 1 1 1 1 I I INSTALLATIC ANCHOR (SEE- NOTE: M HEIGH' 4 FROM MAX. UNIT WIDTH = 73 11/16" :ORNERS 8 MAX. 8 4 FROM 4 4 CORNERS MAX. 4 22 O.C. MAX. TYP. 4.37" TYP. L 6.52" TYP. N I) - X- - X- V. UNIT 6.52" 4 = 95 1/2" TYP. U LL111 FIBERGLASS OUTSWING PATIO DOOR FIBERGLASS OUTSWING PATIO DOOR GENERAL NOTES, OXX CONFIGURATION XX CONFIGURATION 4. IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OF AN APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED. 5. MATERIALS: 5.1. DOOR FRAME MATERIAL- CELLULAR PVC HEAD, SILL & JAMBS (ETC-06-255-16777.1 DATED 04/26/06). 5.2. PANEL MATERIAL.• RIGID PVC (ETC-05-255-17144.1, DATED 06/30/08), CELLULAR PVC (ETC-05-255-16777.1, DATED 04/26/06) , FIBERGLASS SKIN (ErC-05-255-16776.1, DATED 07/06/06). FOAM BOARD (ETC-06-255-17412.1, DATED 06/28/06) AND WOOD REINFORCEMENT (SG = 0.42), 5.3. LAMINATED GLAZING INTERLAYER: 0.090" PVB SAFLEX INTERLAYER BY EASTMAN CHEMICAL COMPANY (MA) PER NOA NO. 17-0712.05 (OR LATER COMPONENT APPROVAL). 6. DESIGNATIONS "X" AND "0" STANDS FOR THE FOLLOWING: 6.1. X: OPERABLE PANEL 6.2. 0: FIXED PANEL 7. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS, MAXIMUM TOTAL ALLOWABLE SHIM STACK 1/4". 8. USE SILICONE SEALANT FOR PERIMETER SEAL AROUND EXTERIOR OF DOORS. 9. SEAL HEAD, SILL AND JAMB CORNERS WITH SMALL JOINT SEAM SEALER. Robert J. Amoruso P.E., FL No. 49752 10. THE GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04e1. 9121118 ANCHORING NOTES: 1. 1/4" DIAMETER I.T.W. (ADVANCED THREADFORM TECHNOLOGY) TAPCON MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1" MINIMUM EMBEDMENT INTO MASONRY (JAMBS) AND 1 1/2" EMBEDMENT INTO CONCRETE (HEAD, SILL OR JAMBS). MINIMUM EDGE DISTANCE IS 2" IN MASONRY AND 1 1/2" IN CONCRETE. 2. #14 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2" MINIMUM EMBEDMENT INTO WOOD FRAMING W/ 1" MINIMUM EDGE DISTANCE. 3. -ALL -INSTALLATION ANCHORS MUST BE MADE OF CORROSIVE RESISTANT MATERIAL 4. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: 4.1. WOOD - P.T. SOUTHERN YELLOW PINE. MINIMUM SPECIFIC GRAVITY OF 0.55. 4.2. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2500 psi. 4.3. MASONRY (CMU or HOLLOW BLOCK) - STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT/117 PCF DENSITY (OR GREATER) WITH COMPRESSIVE STRENGTH OF 1900 PSI MIN. wtoDuCCREviow r �pb* with 1br Fbey. Bdt11ng C.d. Ao pf..mNu18-oEtS•1S glP4•d.. Doe. A YsdF'PeaduetGmwd 11. A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) r A ��SIS sq, NAN YA PLASTICS CORPORATION = N�� �.• 31WES ii SHOWN HEREIN. WIND LOAD DURATION FACTOR (Cd = 1.6) ONLY APPLIES TO WOOD TO WOOD INSTALLATION AND HAS .2 NNo-N ���`�Qt • CE... Alp 8989 NORTH LOOP EAST, HOUSTON TX. 77029 BEEN USED FOR WOOD ANCHOR DESIGN PER 2015 NOS. H UPDATE To 6M ED. (2017) FHC m/ae/ie o�o"'�o ��p0:� V� Sh•`•:9 12. IN ACCORDANCE WITH THE 6TH EDITION (2017) OF THE �N a: @; ND 497 Bch+ Series "18P" Impact 8' Outswing Glazed Door (OXX or XX) C REVISED PER MD LETTER DATID 9/28/16 oopo �i �4'r. FLORIDA BUILDING AND RESIDENTIAL CODES, WOOD BUCKS o�x EEo *: ANCHORING AND ANCHORING NOTES SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF F UPDATE TO 57H ED. (2014) F73C m/u/n paC��I1F 1�1� '�� tamer; A DURABLE SPECIES. E UPDATE TO 2010 FHC a/te/1s JN a gWS �' jELj ` ��� �� DRL 04/03 O6 D PER DADE LETTER DATED WY 17. 2011 m/m/11 JH �o� ;•.STAT O' •:�vf4: .�.`r N.T.S. NAYf0003 SYu REVISION DATE < Li�l�S • . O R 1 �._.C�:�i� rlwr sx1-eao-llm rm 121-aao-nec H S 9 OF 9 1" MIN. EDGE DISTANCE EXTERIOR FINISH BY OTHERS OPTIONAL NOT PART OF UNIT ANCHORIN 18 PERIMETER SEALANT & BACKER ROD 8 40 39 49 EXTERIOR MAX. 49 UNIT HEIGHT 95.50" 1 1/2- MIN EMBEDMENT SECTION A SIDELIGHT SILL OXX SIDELITE HEAD 1" MIN. EDGE DISTANCE — WOOD FRAMING BY OTHERS . 1" MIN. EDGE DISTANCE EXTERIOR FINISH BY OTHERS SEE ELEVATIONS ON SHEET 2 FOR PERIMETER SEALANT 1 1/2" MIN. INSTALLATION ANCHOR & BACKER ROD EMBEDMENT LOCATIONS 1/4" MAX. 1 3/4" SHIM SPACE 49 USE PLASTIC FILLER 51 AT EACH ANCHOR LOAC11ON 52 #10 x 3" PFH SMS. SEE � SIDELITE ATTACHMENT NOTES dA1 SHEET 3. INTERIOR 1" MIN. EDGE DISTANCE -WOOD FRAMING BY OTHERS 1 1/2" MIN. EMBEDMENT 1/4" MAX. J \ SHIM SPACE 51-USE PLASTIC FILLER AT EACH ANCHOR - rl 1 LOACTION INTERIOR 1 SECTION D INACTIVE DOOR HEAD OXX (W/MULLION SHOWN) INACTIVE DOOR HEAD XX (MULLION N/A) SIDELITE ATTACHMENT NOTES: 1. HEAD FROM FRAME SIDE INTO SIDELITE PANEL: (3) #10 x 3" PFH SMS SPACED 4 1/2" FROM EACH END AND (1) AT PANEL MID -SPAN. 2. SILL FROM FRAME SIDE INTO SIDELITE PANEL: (3) #10 x 2 1/2" PFH SMS SPACED 4 1/2" FROM EACH END AND (1) AT PANEL MID -SPAN #10 x 2 1/2" PFH SMS. SEE 3. JAMBS FROM FRAME SIDE INTO SIDELITE PANEL: 00000 43 SIDELITE ATTACHMENT NOTES ` 10 4 #10 x 3" PFH SMS SPACED 4 1/2" FROM EACH 40 00000 SHEET 3. 4. ° p END AND 22" MAXIMUM O.C. THEREAFTER. o0000 1 1/2" MIN. o°oo0 EMBEDMENT 4 000° a CONCRETE 4 0 0 0 00 50 1 1/2" MIN. 1 1/2" MIN. BY OTHERS +wnnucrRevfaep —PwwwLLrdrla..44 27 EDGE DISTANCE I SECTION C EDGE DISTANCE AM-0515.1t� INACTIVE SILL OXX (W/MULLION SHOWN) �`�rtliopie—�I1 9 INACTIVE SILL XX (MULLION N/A) F� Robert J. Amoruso P.E, FL No. 49752 CONCRETE BY OTHERS _ ��� 0 m0 n ��`` pMES fff�i �� A q�fj !i 'F NAN YA PLASTICS CORPORATION -' n a° H UPDATE To BTH ED. (2017) F13C ee/w/,e JA o�o"i�= 0•: b EAI •G 8989 NORTH LOOP EAST, HOUSTON TX. 77029 c REVISED PFR MD LETTER DATED 9/26/16 w/ao/,dRJAa�z Q-' No 497 *• Series "18P" Impact 8' Outswing Glazed Door (OXX or X CROSS SECTIONS 1 1/2" 1 1/2" F UPDATE TO 5TN ED. (2014) FDC o7/u/teRJA 'WEQ <F •* _ I�•�• PREPAM W.VERTIC DATE MIN. EDGE MIN. EDGE E UPDATE TO 20f0 F73C p PER DADE LEfiF1t DATED MAY w/,a/,s JH °'0R�ao .9 : , • TAT '<[/: %.�,�: �: ��� ERL 04 03 OE �'� / / DISTANCE DISTANCE 17, 2011 a7/o7/t, JH g�� � • .T.S. NAYTOOO: PRoolxT omaH caaw, ucH3 MOON DABPIC OF 9 • MIN. EDGE DISTANCE MIN. EDGE DISTANCE 1 1/2" CONCRETE 1 1/2" CONCRETE MIN. EDGE DISTANCE MIN. EDGE DISTANCE 1 1/2" CONCRETE 1 1/2" CONCRETE ONCRETE BY OTHERS EXTERIOR FINISH 50 EXTERIOR FINIS 50 CONCRETE BY OTHERS BY OTHERS BY OTHERS v MIN. EMBEDMENT v MIN. EMBEDMENT p 1 1/2" CONCRETE p ti 1 1/2" CONCRETE PERIMETER SEALANT PERIMETER SEALANT 1/4" MAX. & BACKER ROD& Q BACKER ROD 4 p 1/4" MAX. SHIM SPACE SHIM SPACE 8 6 16 29 0 0 USE PLASTIC FILLER o000 USE PLASTIC FILLER 4 0 o AT EACH ANCHOR LOACTION 0 EXTERIOR 4 0 0 1 3/4" TYP. AT EACH ANCHOR LOACTION 0000 52 10 x 3" PFH SMS. SEE EXTERIOR 0600 0000 4O 0000 9 SIDELITE ATTACHMENT NOTES 40 0000 9 SHEET 4 7 INTERIOR 39 INTERIOR 39 21 SEE ELEVATIONS ON 49 SHEET 2 FOR 49 INSTALLATION ANCHOR LOCATIONS SECTION F SECTION G SIDELITE HEAD INACTIVE DOOR HEAD OXX W MULLION SHOWN) INACTIVE DOOR HEAD XX (MULLON N/A) SIDEUTE ATTACHMENT NOTES: 1. HEAD FROM FRAME SIDE INTO SIDELITE PANEL: (3) #10 x 3" PFH SMS SPACED 4 1/2" FROM EACH END AND (1) AT PANEL MID —SPAN. dSODtlCfi9e\sBY 2. SILL FROM FRAME SIDE INTO SIDELITE PANEL-(3) #10 x 2 &WdW&C.d.*uh the��� 1/2" PFH SMS SPACED 4 1/2" FROM EACH END AND (1) AT Su• A'0�1"«no 1s PANEL MID —SPAN, 1lh ptrwm a.1c—> 3. JAMBS FROM FRAME SIDE INTO SIDELITE PANEL: #10 x 3" PFH t 1' ` SMS SPACED 4 1/2" FROM EACH END AND 22" MAXIMUM O.C. Robert J. Amoroso P.E., FL No. 49752 lllldl acic+e�d THEREAFTER. NAN YA PLASTICS CORPORATION H UPDATE TO 6TH ED. (2017) FOC oe/ae/te n N 0i3 •• �t.� • %CEN�p •-- O. rl,� o can n ` 0: • V F ••�(i � 8989 NORTH LOOP EAST, HOUSTON TX. 77029 C REVISED PER ND LEfhR DATED 9/26/16 w/so/te EMS No 4975 0 - �i .�n�E _ . Series "18P" Impact 8' Outswin9 Glazed Door OXX or XX) F UPDATE 70 STH ED. (2014) FEC m/ze/t. �oogi`iF : Ly :* m VERTICAL CROSS SECTION E UPDATE TO 2010 F6C m/m/,1 JH 0 W & YJ C �� �1ao Zp"• STATE i �� DRL 04/03/06 D PER DARE LEfTFlt DATED MAY 17. 2011 o7/a7/it JH =• 9� ��.�h`• �2�: N.T.S. NAYi0003 rm amwer emcx sm REVISION DATE o R �O�': O.O vaxr. ue r iLon. st-0Io-t7e1 �, =I-wo-Via H 4 OF 9 I�11111111\\\\\ 1/4" MAX. SHIM SPACE MAX. UNIT WIDTH 111 3/16" 1/4" MAX. SHIM SPACE MIN. EMBEDMENT CONCRETE OR MASONRY 34 1/2" MAX. PANEL WIDTH (TYP.) 1" CMU & 1 1/2" CONCRETE BY OTHERS 1 1/2" MIN. EMBEDMENT INTERIOR 8 USE PLA.STiC Fll1ER INTERIOR 46 1 t/2' FROM 49 USE PLASTIC FILLER FINISH INTERIOR FINISH AT EACH ANCHOR LOACTION END, 15 D.C. AT EACH ANCHOR LOAC11ON BY OTHERS ESTANCE DGE BY OTHERS 51 DI26 40 g 49 41 42 9 50 Q MIN. EDGE DISTANCE 19 32 3 12 11 3S 40 32 19 6 d d 2" CMU & Q 1 1/2" CONCRETE ii E MIN. 40 26 p MIN. EDGE DISTANCE EDGE 5 d a 2" CMU & °o°o ° o 0 0°0 0 0 0 0 0 0 0 DISTANCE °0000 00 000°o°0 °Oo 0 0 0 0 '000 °0°000° 0000No0 0 0"0 °o °°0000000°00o Q 1 1 /2" CONCRETE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WOOD FRAMING 40 BY OTHERS 31 EXTERIOR FINISH - 39 39 31 26 EXTERIOR FINISH -BY OTHERS-- - 17 - — ACTIVE - 37 1_ - - INACTIVE - BY OTHERS - - 1 3/4" TYP. EXTERIOR 1 1/2- FROM EXTERIOR 17 SHIM AS REQUIRED PERIMETER SEALANT SHIM AS SECTION E 46 END, 15" D.C. SECTION H & BACKER ROD REQUIRED DOOR JAMB PERIMETER SEALANT ACTIVE PANEL SECTION J DOOR JAMB ASTRAGAL INACTIVE & BACKER ROD SEE ELEVATIONS ON ACTIVE/INACTIVE PANEL SHEET 2 FOR PANEL 1/4" MAX• SHIM SPACE MIN. EMBEDMENT 1/4" MAX. INSTALLATION ANCHOR USE PLASTIC FILLER 1" CMU & SHIM SPACE LOCATIONS AT EACH ANCHOR ONCRETE OR MASONRY 1 1/2" CONCRETE LOACTION BY OTHERS 1 1/2" MIN EMBEDMENT USE PLASTIC FILLER 52 1" FROM INTERIOR FINISH SHIM AS AT EACH ANCHOR LOACTION END, 6' O.C. BY OTHERS INTERIOR FINISH _} REQUIRED 1" MIN. BY OTHERS 51 8 7 INTERIOR 22 23 MIN. 2DG MUI&ANCE d 6 26 9 7 49 EDGE 7 1 1/2" CONCRETE DISTANCE 6 2 32 31 9 32 21 16 32 9 SJ� QQ 6 2 32 31 49 1" MIN. MIN. EDGE DISTANCE Q 39 EDGE 2" CMU & DISTANCE o°o°o°o °°0°0°°0°00 °°0°0°°0°00 1 1/2" CONCRETE Q °°O°O0o° 0 0000 0 0 0 0 0 000°0 0 -T'� 0000 00°00000 0 0000o S�: °o o°o° I :>: o°o°o°o° o°o°o°0 0°0°0°0° T �1tODUCf {1Eyj'�p WOOD FRAMING 24 ACTIVE 24 52 #10SEE SIDELITE PFH SM . , y�tmFb BY OTHERS kddlag 26 52 #10 x 3' PFH SMS. 39 26 20 26 . 39 EXTERIOR FINISH 50 28 SHEEP 5� NOTES A■■4homNo 1 -O (S-1S 28 SEE SIDEUTE BY OTHERS EXTERIOR FINISH SHIM AS ATTACHMENT NOTES EXTERIOR SECTION K SECTION M �+ BY OTHERS SHEET 5. SIDELITE JAMB REQUIRED MULLION PERIMETER SEALANT &BACKER RO SECTION L 1 3/4" TYP. STATIONARY/ ACTIVE PERIMETER SEALANT SIDELITE JAMB Robert J. Amo P.E. FL No. 49752 PANEL & BACKER ROD Z N� , %A SAMES q�i,� NAN YA PLASTICS CORPORATION °�o•N ���FQ;-•"�CE1Vg•q�� 8989 NORTH LOOP EAST, HOUSTON TX. 77029 SIDELITE ATTACHMENT NOTES:F•".G 1. HEAD FROM FRAME SIDE INTO SIDELITE PANEL• (3) #10 x 3" PFH SMS H UPDATE TD 6TH LD. (2017) Im m/w/i■ cqo"fig Q�� • No 497 :O � Series "18P" Impact 8' Outswing Glazed Door (OXX or XX) SPACED 4 1/2" FROM EACH END AND (1) AT PANEL MID -SPAN. G REVISED PER MD LETTER DATED 9/26/16 °s/w/�a o?XQ�= k� * jL� •* 3 HORIZONTAL CROSS SECTIONS 2. SILL FROM FRAME SIDE INTO SIDELITE PANEL: (3) #10 x 2 1/2" PFH F UPDATE TO STH E0. (2014) FBC or/�/�a �lU ;tea F� DRL 04/03/06 SMS SPACED 4 1/2" FROM EACH END AND (1) AT PANEL MID -SPAN. E UPDATE TO 2010 FRC a/10/12 JH mo �p �• STATE OF . W: 3. JAMBS FROM FRAME SIDE INTO SIDELITE PANEL 10 x 3" PFH SMS D PER DADE LETTER DATED MAY 17. 2011 m/w/„ JH gS� y�.c� <OBtpp::;?��� �uc N.T.S. NAYT0003 SPACED 4 1/2" FROM EACH END AND 22" MAXIMUM O.C. THEREAFTER. SYM REVISION DATE ��4`SS• ��`� P�..u1PROD=m u1_e■o 11em H 5 OF 9 IOliuu■�� 52 #10 x 3' PFH SM THRU HEADER INACTIVE PANEL 52 #10 x 3' PFH SM SCREW SPACED 1' FROM EACH END AND 6" O.C. THEREAFTER. THRU INNER MULLION INTO INACTIVE PANEL EXTERIOR 52 #10 x 3' PFH SM SCREW - SPACED 1' FROM EACH END AND 6' O.C. THEREAFTER. THRU INNER MULLION INTO INACTIVE PANEL #10 x 3' PFH 52 22 SM SCREW INTERIOR #10 x 3' PFH 21 THRU HEADER 52 SM SCREW #10 x 3" PFH 23 SM SCREW 52 THRU HEADER - THRU H ER INACTIVE 1 3/4" PANEL 000 0°00 000 0 000 0 0 ACTIVE 1 3/4" PANEL 52 #10 x 3' PFH SM SCREW SPACED 1' FROM EACH EXTERIOR END AND 6' O.C. THEREAFTER HORIZONTAL SECTION AT MULLION - --- - - - - SILL SHOWN, HEADSIMII.AR - -- --- - - - INTERIOR VERTICAL SECTION DOOR PANEL OR DOOR PANEL SIDELTTE PANEL #9 x 2' SMS #9 x 2' SMS HINGE TO PANELS AT MULLION WOODFRAMINGOR MASONRY/CONCRETE INSTALLATION moo' nN a o c� n n o �,a4'�Z �o� �"09-Fx &Z.0 o .%`%A DAMES AI �.�0�.: �OElys0 v �� O' N0 4975 �9T iQ�.•SCATE OF � •p i�F • O p 1 D•.� TO 8Rt ED. (2017) FBC oe/oe/te PER ND LEMER DATED 9/26/16 09/30/1e To 5TH ED. (2014) FBC m/m/te TO 2010 FBC 04/1./12 JH E I.ET'fER DATED MAY 77, 2011 m/m/tt JH REVISION DATE rIg..... .11 JAMB DOOR PANEL #10 x 7/8' SMS 3/16• x 3 1/4' ITW TAPCON #9 x 2' SMS #10 x 7/8' SMS 3/16" x 3 1/4' TTW TAPCON HINGE TO JAMB MASONRY/CONCRETE INSTALLATION JAMB DOOR PANEL #9 x 718" SMS #9 x 3' SMS �49 x 2" SMS #9 x 7/8' SMS #9 x 3' SMS HINGE TO JAMB WOOD FRAMING INSTALLATION w0Ducrnevww .sa.Phs **&lie Fbrw AatP1..n No Expinii.. Dam PPad.etG�. NAN YA PLASTICS CORPORATION 8989 NORTH LOOP EAST, HOUSTON TX. 77029 Series '18P" Impact 8' Outswing Glazed Door (OXX or XX) ADDITIONAL DETAILS Plc PROOUCr DEM GROUP. uC ... • • •,• Ph— 321-490-17M Pm 321-e1 i7a r H �6 OF 9 O 1 7/32" STILE FOAM PVC PO POINT LOCKING8' STILE RSYSTEMTI FOAM PVC O 5/8" STILE FOAAM1 PVC 1 7/32"--� 1 3/4" '1 5/8" 1 19/32" I f-- 5/8„ 1 19/32" x 0 OUTSWING SILL -A 10 OUTSWING SILL-B TYPICAL WALL THICKNESS TYPICAL WALL THICKNESS 0.098 i m'! v 4----�.. 1 1 1 15 DOOR BOTTOM B 18 NAILING FIN TYPICAL WALL THICKNESS TYPICAL WALL THICKNESS 0.078 1 0.078 2 1/16" 13/16" 24 DOOR GAP PLANK TYPICAL WALL THICKNESS Ir--� 25/32" a 3/32" T 2 1 /4" 9/32" 25 RAILS 1 3/16" REINFORCED WOOD-C, FULL LENGTH I---i- 1 19/32" 1 3/� 6"1 1 O TOP & BOTTOM RAIL I O 2 1/8" REIN. WOOD-B I O7 GLAZING BEAD FOAM PVC TYPICAL WALL THICKNESS 0.070 '--+- 1 3/4" - I 2 1 /8" 1 19/32" i �' :} Y` = - v�j 1 19/32" 11 T-ASTRAGAL-A TYPICAL WALL THICKNESS 0.125 20 T-ASTRAGAL B 2" 1 1 21 /32" 1 -� -j--1/4" 15/32" ©DOOR HING STILE SIDELITE STILE 2 23/32" REINFORCED WOOD -A, FULL LENGTH ---1 2 23/32" �-- 1 19/32" 1 —I I 13/16" 23/32" 12 T-ASTRAGAL REINFORCEMENT A TYPICAL WALL THICKNESS 0.098 1 11/32" 1 9/32" 1 0HEAD FRAME & JAMB TYPICAL WALL THICKNESS 1 .236 3/4-- oils" `! OR 1.000-1 1 14 DOOR BOTTOM B 21 MULLION COVER-B TYPICAL WALL 22 T-ASTRAGAL/MULLION THICKNESS 0.063, 14GA. SS REINFORCEMENT 8 2 1 /2' 2 5/16" 0.548" 3 7/32" �LLL1L� 29/32 L 1 91 ©P REINFORCEMENT SHEET STEEL I I 1 17/32" 39A FIBERGLASS INTERIOR 39 FIBERGLASS EXTERIOR SKIN SMC .095" THICK SKIN SMC .095" THICK Robert J. Amoruso P.E., .342" 1.138" o n N o H O�QwG E N� -� 095" MIN.�4, H UPDATE To 6TH ED. (wn) FBC oe/oe/,1 o��n�i :Q�: No 49752 1.213" G REVISED PER MD LETTER DATED a 28 16 0 6 1.383 / / noel � d a 095" MIN. F UPDATE To 5TH ED. (2014) FBC m/m/t/ oox�wF vim" 3.83" 4.83"1 E UPDATE To 2of0 F8C a/,e/,x JH ao°4w� �9 STATE OF FTU = 11,860 PSI FTLI = 11,860 PSI sm PER DpDE M�� wT n, zott n'. JH Ir 80f ,00,;A*�40RiVP 2 1/4" 1 13/16",� I "1 Q T-ASTRAGAL/MULLION REINFORCEMENT B —I 2 5/16" I- 1 17/332" _j___ -0 *Ronucrurvwfib `����.via lie a," Aar'Dlrnce Nu -O !�. s FL No. 49752 vr5c" NAN YA PLASTICS CORPORATION f .� 8989 NORTH LOOP EAST, HOUSTON TX. 77029 ••;G`r0� Ser(es "18P" Impact 8' Outswing Glazed Door (OXX or AF_ DRL o4/03/ ono1. jffffmw PMPROD= ors GROW. Ur N.T.S. NAYiOC axf-Ilo-nm rm u+ a/o-neu 1�17 OF 9 1 1 1 7 32 STILE FOAM PVC FIU = 6019 PSI NAN YA PLASTICS CORP. 2 3 2 3 5 8 STILE ONE FOR MULTI -POINT LOCK FOAM PVC FTU = 6019 PSI NAN YA PLASTICS CORP. 4 4.6 TOP BOTTOM RAIL FOAMPVC = 6 9 I NAN YA PLASTICS CORP. 5 1 2 1 8 REIN. WOOD-B WHITE PINE MIN. SG = 0.42 DAN-CHANG ENTERPRISE CO. LTD. 6 2 DOORLITE FRAME FOAM PVC FTU = 6 019 PSI NAN YA PLASTICS CORP. 7 812 GLAZING BEAD RIGI = 1 I NAN YA PLASTICS CORP. 8 3 HEAD FRAME & JAMB FOAM PVC CO -EX FIU = 6019 PSI NAN YA PLASTICS CORP. 9 1 OUTSWING SILL -A - 6,019 PSI NAN YA PLASTICS CORP. 10 1 OUTSWING SILL-B ALUMINUM SHANG YIH DAR ALUM. CO. LTD. 11 2 1-ASTRAGAL A FOAM PVC FTU=6 019 PSI NAN YA PLASTICS CORP. 12 2 T-ASTRAGAL REINFORCEMENT A ALUMINUM SHANG YIH DAR ALUM. CO. LTD. 13 1 WEATHERSTRIP A URETHANE FOAM OR RIGID PVC ULTRAFAB INC. 14 1 DOOR BOTTOM A TPE The o lostic Elostomer NAN YA PLASTICS CORP. 15 2 DOOR BOTTOM B FOAM PVC FTU=6.019PSI OR RIGID PVC FTU=s 14OPSl NAN YA PLASTICS CORP. 16 5 LON WEATHERSTRIP B URETHANE FOAM SCHLEGAL SYSTEMS INC. 17 4.8 DOOR HINGE STEEL WENZHOU LONGTAI HINGES CO. LTD. 18 3 NAILING FIN FOAM PVC CO —EX FTU=6,019PSI NAN YA PLASTICS CORP. 19 2 CORNER PAD SBR ENDURA PRODUCTS INC. 20 1 T-ASTRAGAL B FOAM PVC FIU = fi 019 PSI NAN YA PLASTICS CORP. 21 1 MULLION COVER B 14GA. STAINLESS -STEEL KOU-YA-STAINLESS CO: LTD. 22 1 MULLION REINFORCEMENT B WHITE PINE MIN. SG = 0.42 DAN-CHANG ENTERPRISE CO. LTD. 23 1 MUWON REINFORCEMENT 8 WHITE PINE MIN. SG = 0.42 DAN-CHANG ENTERPRISE CO. LTD. 24 1 DOOR GAP PLANK FOAM PVC FTU = 6.019 PSI NAN YA PLASTICS CORP. 25 2.3 1 3 16 REIN. WOOD-C WHITE PINE MIN. SG = 0.42 DAN-CHANG ENTERPRISE CO. LTD. 26 3.5 2 23 32 REIN. WOOD -A HINGE SIDELITE STILE WHITE PINE MIN. SG = 0.42 DAN-CHANG ENTERPRISE CO. LTD. 27 1 OTTOM CAP L RIGID PVC FTU=6 140 PSI DAN-CHANG ENTERPRISE CO. LTD. 28 2 CORNER KEY DIE CAST NINGBO MICOTA LOCKS CO. LTD. 29 2 MULLION A TO CAP RIGID PVC FTU=6140 PSI DAN -CHANG ENTERPRISE CO. LTD. 30 2 MUWON A BOTTOM CAP RIGID PVC FTU=6140 PSI DAN-CHANG ENTERPRISE CO. LTD. 31 24.36 PLASTIC SCREW NYLON 66 DAN-CHANG ENTERPRISE CO. LTD. 32 4.6 SPHC KOU-YA STAINLESS CO. LTD. 33 2 DRIVE BAR PLATE STAINLESS STEEL JAM -YANG ENTERPRISE CO. LTD. 34 2 HOOK KEEPER STAINLESS STEEL NINGBO MICOTA LOCKS CO. LTD. 35 2 TOP BOTTOM BAR KEEPER STAINLESS STEEL JAM -YANG ENTERPRISE CO. LTD. 36 1 SLAB MULTI -POINT LOCK KEEPER STAINLESS STEEL JAM -YANG ENTERPRISE CO. LTD. 37 1 - STAINLESS STEEL DIE CAST JAM -YANG ENTERPRISE CO. LTD. 38 1 STAINLESS STEEL DIE CAST JAM -YANG ENTERPRISE CO. LTD. 39 46 SMC FIBERGLASS EXTERIOR SKIN FTU=11860 SI SHEET MOLDING COMPOUND NAN YA PLASTICS CORP. 39A 4.6 SMC FIBERGLASS INTERIOR SKIN FTU =11 666 PSI SHEET MOLDNG COMPOUND NAN YA PLASTICS CORP. 40 2.3 PHENOLIC FOAM BOARD PHENOLIC NAN YA PLASTICS CORP. 41 1 ROYAL SERIES HANDLE SET FOR MULTI -POINT PANEL DIE CAST SATIN NICKEL NINGBO MICOTA LOCKS CO. LTD. 42 1 ROYAL SERIES HANDLE SET FOR PASSIVE PANEL DIE CAST SATIN NICKEL NINGBO MICOTA LOCKS CO. LTD. 43 11.14W8PH PHILLIPS FLAT HEAD SMS STEEL JOHN CHEN SCREW IND CO. LTD. 44 20.36IWPS FIAT HEAD SMS STEEL JOHN CHEN SCREW IND CO. LTD. 45 8 PHILLIPS FLAT HEAD SMS STEEL JOHN CHEN SCREW IND CO. LTD. 46 144.47PHILLIPS FLAT HEAD SMS STEEL JOHN CHEN SCREW IND CO. LTD. 47 36.52IPS FLAT HEAD SMS STEEL JOHN CHEN SCREW IND CO. LTD. 48 4 IP:S FLAT HEAD SMS STEEL JOHN CHEN SCREW IND CO. LTD. 49 1" LAMINATED GLASS CONSISTING OF .125" LOE2 SERIES TEMPERED GLASS OUTSIDE, .500" ARGON FILLED AIRSPACE, .125" ANNEALED GLASS, .090" SAFELEX PVB INTERLAYER BY EASTMAN CHEMICAL CO. (MA), .125" ANNEALED GLASS (INT) CARDINAL GLASS 50 1 4 DIA. I.T.W. TAPCON INSTALLATION ANCHOR I STEEL 51 I I Y 1--•.: LIY 1'^fICf1V ♦I JIiRGry STEEL STEEL I JOHN CHEN SCREW IND CO., LTD. )ATE TO 6TH ED. (2017) FBC 00/ee/1e PTO PRODUCT DESIGN GROUP, LLC PO BOX 520775 LONGWOOD, FL 32752 FSPE CEFITIFICAIE OF AUDiORIZAT10N N0. 25935 1SED PER MD LETI DATED 9/26/16 ATE TO STH ED. (2014) FBC ATE TO 2010 FBC LN/16/12 JH REVISION TE 5/8" GLASS BITE 0.090 SAFELEX PVB INTERLAYER BY EASTMAN CHEMICAL CO. (MA) 49 (2) 1/8" ANNEALED GLASS�� I ' 1" O.A. INSULATED LAMINATED GLASS I 1/2" I °i CONSISTING OF: .125" LOE2 ` SERIES 172 TEMPERED GLASS OUTSIDE, \ .500 ARGON FILLED AIRSPACE, .125 ANNEALED GLASS, .090 SAFELEX PVB INTERLAYER BY EASTMAN CHEMICAL EXTERIOR CO. (MA), .125' ANNEALED GLASS (INT) BY CARDINAL GLASS 1/8" LOE2 SERIES DOW CORNING 172 TEMPERED GLASS 995 SILICONE BY CARDINAL STRUCTURAL SEALANT ALUMINUM SPACER XL EDGE 201 SS BY CARDINAL GLASS GLAZING DETAIL A WRODUC r "VE" a a.,p4i grtY111Yc.We.Y. Cod• bcldin6te Aaryirea No V,p12W,a Do Robert J. Amoruso P.E. FL No. 49752 11M1 PLASTICSNAN YA CORPORATION 4% lq....0 0. 8989 NORTH OOPEAST. HOUSTONTX.70299 �:• No 49752 tr0�Series "18P" Impact 8' Outswing Glazed Door (OXX or XX) " BILL OF MATERIALS p I: S ('a� �� DRL 04/03/06 STATEff OF :.AUS ♦ N.T.S. " NAYi0003 _� ' • � `% CcS�� 0 R t �.vC9�.`� � PROD= DUM GROW � LLG Fftm 321-e80 UW r 321aao IM H � 8 OF 9 o 929 .354 ," ° 275" ° 1296" o O � o ° T � 3149" I 1007" o — 3.283" 059" ° O ♦® Q` O ° 2.283" a FRONT VIEW 37 MULTI —POINT LOCK ACTIVE PANEL • 6 • 236" .354 " rI ° •�ODU » � ., mmq�.�iurr r�e.W.r+n 38 PANEL TOP/BOTTOM BAR SYSTEM p�pWaNu j •� gypinli,o DAlgyg��p INACTIVE PANEL s4fisW \rd► oictRwd Robert J. Amoruso P.E., FL No. 49752 ,,CEN S T7O7029 NN�N ADO ��•� 8989 NORTH LOOP EAST. HODUSTONN TX. ITE TO 61H ED. (2017) FBC �iiED fi�o49752 :ipSeries "18P" Impact 8' Outswing Glazed Door (OXX or XX) PER uo LEiTl7i DATED 6/zs/ts RE TO 5THED. (2014) FBC {- (��=pmpuap JD.ATE LOCKING COMPONENT DETAILS gnrE 9g ro �J 6 ��� DRL 04/03/O6 Ta zalo Fec LETTER DATED NAY 17. 2011 g ao �9: STATE OF .4/ZDADE S�N.T.S. NAYT0003 REVISION �i_lcri •:OR1Q.•'es���� ___ ___ �_ .�_ _ __. ___ __ 4a SREETn nr n