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HomeMy WebLinkAboutNOA # 18-0815.12M 1®�E MIAMI-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 DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade.gov/economy Nan Ya Plastics Corporation USA 8989 North Loop East, Suite 800 Houston, TX 77029 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 "14P" Fiberglass glazed Inswing Doors w/ glazed Sidelites — LMI APPROVAL DOCUMENT: Drawing No. NAN0014 Rev F, titled "14P Impact opaque Inswing Doors w/wo sidelites", sheets 1 through 16 of 16, dated 12/10/08 and last revised on 08/07/18, 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. See Design Pressure (DP) and water rating limitation in sheet 1. 2. The laminated glass with ODL kit glazing detail 1(sheet 10) must beat exterior side. 3. See sheet 6 for rails & stiles sizes. Wood reinforcements at Rails, Lock -Stiles and Hinge Stiles are required. 4. Astragal item #21 must contain full length 5/16" steel shoot bolts. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #14-0926.12 consists of this page 1 and evidence page E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI DARE COUNTY ✓��t�` NOA No. 18-0815.12 9yp %Expiration Date: September 23, 2019 ^, q1`��'��. Approval Date: October 04, 2018 Syopo, �Q47 Page 1 s Nan Ya Plastics Corporation USA NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files See below). 2. Drawing No. NAN0014 Rev E, titled "14P Impact opaque Inswing Doors w/wo sidelites", sheets 1 through 16 of 16, dated 12/10/08 and last revised on 08/28/16, prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, P.E. B. TESTS (submitted under files #12-0612.09 /#08-1224.06) 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 Fiberglass Inswing glazed Doors w/wo Sidelites, prepared by ETC Laboratories, Test Report No. ETC-07-255-18448.5, dated 06/22/07, signed and sealed by Joseph Labora Doldan, P.E. (This test report has been revised by an addendum letter dated 07/15/09, issued by ETC Lab.) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2014 (5 h Edition), dated 09/22/14 and last revised on 08/23/16, 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 CERTIF_ ICATIONS (submitted under files #12-0612.09 /#08-1224.06/#12-0612.13 and #09-0312.15) 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 ASTMD-638-03 "4500 exposed Xenon Arch "& tensile strength ASTMD-638-03 "Tensile strength", Smoke density per ASTMD2843-99, Rate of burning per ASTMD-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 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" for exposed & unexposed sample per Xenon Arch after 4500 Hours, signed and sealed by Joseph La bora Doldan, P.E. haq I. Chanda, P.E. Product Control Examiner NOA No 18-0815.12 Expiration Date: September 23, 2019 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 ASTME-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-05-255-17412.1, 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 D 1929-96 "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 Se f 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-05-25 5-16777. 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 (MA) former. Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 11/11/18. F. STATEMENTS (Except item #1, balanced submitted under files #12-0612.09) 1. Statement letter compliance to FBC 2014 (5t6 Edition)and "No Financial interest", dated SEP 22, 2014, prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, P.E. 2. Statement letter dated 09/0.4/2012, for standard equivalency of ASTM D635-98/03 conforming to FBC 2010 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 part of above test reports. G. OTHER 1. This NOA revises & renews NOA 412-0612.09, expiring on SEP 23, 2019. 2. Test proposal # 07-3867 dated 11/27/2006 & 06-1292 dated 11/06/2006 approved by BCCO. Is aq I. Chanda, P.E. Product Control Examiner NOA No. 18-0815.12 Expiration Date: September 23, 2019 Approval Date: October 04, 2018 E-2 Nan Ya Plastics Corporation USA NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. NAN0014 Rev F, titled "14P Impact opaque Inswing Doors w/wo sidelites", sheets 1 through 16 of 16, dated 12/10/08 and last revised on 08/07/18, prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, P.E. Note: This revision consists of editorial FBC 2017 (6 h edition), update notes, only. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE BY: 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 (611 Edition)and "No Financial interest", dated July 26, 2018, prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, P.E. 2. Statement letter dated 07/26/2018, for standard equivalency of ASTM 1929-01, ASTM D635- 98/ 03, ASTME-84-05 conforming to FBC 2017 (6 h 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.14-0926.12,, expiring 09/23/19 LA %A Ishaq L Chanda, P.E. Product Control Examiner NOA No. 18-0815.12 Expiration Date: September 23, 2019 Approval Date: October 04, 2018 E-3 NAN YA PLASTICS SERIES I4P"IMPACT GLAZED INSWING DOOR W & W/O �LL ON O� WZ /-V Q f-o CW Wm GLAZED SIDELIT N a m <W $ ¢= Wm O= INSTALLATIONANCHORAGE DETAILS W = o ' o Q W W a _ t GENERAL NOTES: 1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE 6TH EDITION (2017) FLORIDA © BUILDING CODE (FBC) INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURE(S) STATED HEREIN. 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT # ETC-07-255.18448.5 DATED 08125/08 (SPECIMEN 2) AND ASSOCIATED LABORATORY STAMPED DRAWINGS. THE PRODUCT HAS BEEN EVALUATED FOR COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC) AND IS IN COMPLIANCE WITH SAID STANDARDS. 3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4.1XAND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. ® 6. IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OF AN APPROVED MIAMI DADE IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED. ® TABLE OF CONTENTS SHEET SHEET DESCRIPTION 1 GENERAL NOTES, INSTALLATION NOTES & D.P. CHART 2 ELEVATION & ANCHOR LAYOUT 3 ELEVATION & ANCHOR LAYOUT 4 ELEVATION & ANCHOR LAYOUT 5 ELEVATION & ANCHOR LAYOUT 6 ELEVATION & ANCHOR LAYOUT 7 VERTICAL SECTIONS 8 VERTICAL SECTIONS B VERTICAL SECTIONS 10 HORIZONTAL SECTIONS AND GLAZING DETAILS 11 HORIZONTAL SECTIONS 12 HORIZONTAL SECTIONS 13 HORIZONTAL SECTIONS 14 COMPONENTS AND CORNER DETAIL 15 CORNER SECTION & MULLION SECTIONS 16 BILL OF MATERIALS 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, THEN THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A. OUTSIDE HVHZ: REQUIRE THAT A LICENSED ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. B. INSIDE HVHZ REQUIRE THAT ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION. ® 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-0"1. SEE SHEET 10 FOR GLAZING DETAILS. 8. MATERIAL: A. DOOR FRAME AND PANEL: PVC 8 ALUMINUM/WOOD THRESHOLD (REF: TEST REPORT ETC-06-255.16777.1 DATED 0426/06) B. LAMINATED GLAZING INTERLAYER: 0.090' PVB SAFLEX INTERLAYER BY EASTMAN CHEMICAL ® COMPANY (MA) PER NOA NO. 17-0712.05 (OR LATER COMPONENT APPROVAL). 9. DESIGNATIONS 'X' AND'O' STAND FOR THE FOLLOWING: X: OPERABLE PANEL (35-3/4' X 79-1/4' X 1-314' DEEP) O: FIXED PANEL (13-3/4' X 79.114' X 1-3/4' DEEP) 10. IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE, WOOD BUCKS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. IN ADDITION TO THE INSTALLATION ANCHORS SHOWN, TWO (2) INSTALLATION ANCHORS ARE REQUIRED IN EACH HINGE. LOCATE HINGE ANCHORS IN THE OUTERMOST HOLES OF THE HINGE LEAF INTO THE HINGE JAMB. ANCHORS ARE TO MATCH TYPE, SIZE AND EMBEDMENT OF THOSE SHOWN HEREIN FOR RESPECTIVE SUBSTRATE. SEE SHEET 3 FOR DETAILS. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMS. MAXIMUM ALLOWABLE SHIM SIZE IS 1141NCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. FOR INSTALLATION INTO WOOD FRAMING, USE #14 GRADE 5 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/2 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 1 INCH. MINIMUM SPACING BETWEEN ANCHORS IS 1'. (05. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE! MASONRY OR DIRECTLY INTO CONCRETE / MASONRY, USE THE FOLLOWING: • CONCRETE: 1/4 INCH ITW ADVANCED THREADFORM TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.12 INCH MINIMUM EMBEDMENT WITH MINIMUM EDGE DISTANCE OF 1-12 INCHES. MINIMUM SPACING BETWEEN ANCHORS IS 4'. • MASONRY (CMU): 1141NCH ITW ADVANCED THREADFORM TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 INCH MINIMUM EMBEDMENT WITH MINIMUM EDGE DISTANCE OF 2INCHES. MINIMUM SPACING BETWEEN ANCHORS IS 4'. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING). 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR 5 F K m HAVE A CORROSION RESISTANT COATING. O �9 ` 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT 00 INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. � a C w `$ EDGE DISTANCE IS MEASURED FROM FREE EDGE OF OF cZ 3 o BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL N BLOCK. y p� w 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN vy� N U rzX O O o m S �) LL F ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT ya 00- Z o V 2 USED SUBSTRATES WITH STRENGTHS LESS THAN -7 O F- 3 y 4 BE IN THE MINUMUM STRENGTH SPECIFIED BY THE ANCHOR p Q Z j E f MANUFACTURER Q C Q Z j yfl 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS' MATERIALS WITH Z _ m Z 6 bpi HEREIN ARE BASED ON SUBSTRATE THE FOLLOWING PROPERTIES: Q ~O A.WOOD- SOUTHERN YELLOW PINE - MINIMUM gZ g 14 SPECIFIC GRAVITY OF 0.55 (= B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH Ow 3I g OF 2500 psi 9 gg C.MASONRY- STRENGTH CONFORMANCE TO ASTM too 89 C-90 MEDIUM WEIGHT WITH COMPRESSIVE ec STRENGTH OF 1900 psi (DENSITY> 117 PCF). H Robert J. Amoruso, P.E. FL P.E. No. 49752 sillsillf SO EEN �,' Aa Mbaft Ne O lZ •0,��, S. �0,•' No 49752 v�rc«d _ i III Lf�+Ci. I�/11G�: _ DESIGN PRESSURE RATING (PSF) IMPACT RATING • WHERE WATER INFILTRATION WHERE WATER INFILTRATION REQUIREMENT IS NEEDED REQUIREMENT IS NOT NEEDED LARGE MISSILE IMPACT ±20.0 ±50.0 • DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG RATIO IS EQUAL TO OR MORE THAN 1 NEED TO BE TESTED FOR WATER INFILTRATION PER FBC 1714.5. _ 104 518" MAX. O.A. FRAME WIDTH 13-314" MAX E F PANEL WIDTH 8 7[-SEED.L.O. C D NOTE BELOW SEE DETAIL C m 7 7 SEE DETAIL A 0 ON SHEET 15 (TYP.) /-ON SHEET 15 (TYP.) i 1 11 11 10 1 ,o T N SEE 791/4' 82' R 11 10 D.L.O. MAX. MAX O.A.10 10 NOTE PANEL FRAME O 11 BELOW HEIGHT HEIGHT 11 O X MA.W.E P 11 I I I -�SEEDETAILD �_ SEE DETAIL B ON SHEET 14 (TYP.) O C' SEE D.L.O. ON SHEET 15 (TYP.) A 8 NOTE 7 H BELOW B ELEVATION (OXXO) 9 35 3/4' MAX. 8 EXTERIOR VIEW PANEL WIDTH (INSWING GLAZED DOORS W/GLAZED SIDELIGHTS) NOTES: 1) D.L.O. FOR DOOR PANELS: A) DOOR PANEL W/ SMC SKIN MADE FROM ONE MOLD: 26-1/4" WIDE X 66' HIGH B) DOOR PANEL WI ODL INSERT: 20.1/2" WIDE X 62-112" HIGH 2) D.L.O. FOR SIDELITE PANELS: A) SIDELITE PANEL W/ SMC SKIN MADE FROM ONE MOLD: 6-1/4' WIDE X 65-314" HIGH B) SIDELITE PANEL W/ ODL INSERT: 5-1/2" WIDE X 62-1/2' HIGH m3' MAX. (TYP) 3- MAX (TYP)0 3" MAX. (TYP)® m 3" MAX. 3" (TYP.)m (TYP.) 1.3" (TYP•)® ® 3' MAX. ® WOOD ® 3' MAX. NERS � (Typ) REINFORCEMENT '... t, I, CORNERS INSTALLATION ANCHOR (TYP.) 03" MAX. (TYP.) —� 3- MAX (TYP.) 3" MAX. (TYP.) m 3' MAX. (TYP.) _1 18 112' MAX. O.C. (TYP.) ACTIVE 4' MAX. FROM E �CORNERS (TYP) 3" MAX (TYP(TYP.)O(TYR)Q 3" MAX. (TYP.) m 3' MAX (TYP.) O 3' (TYP.) m ANCHOR LAYOUT (OXXO) SIDELIGHT JAMBIMULLION DOOR PANEL STILE EXTERIOR VIEW (INSWING GLAZED DOORS W/GLAZED SIDELIGHTS) #10 x 3' FL HD SCREW 30 #10 x 1 1/2' FL HD SCREW 33 #10 x 2" FL HD SCREW 32 #10 x 3' FL HD SCREW 30 #10 x 1 112' FL HD SCREW 33 ' �AODUCi y„yY UcFI••Vi HINGE ANCHORAGE ® wWs��• OFIT IZ �v+�•rk' wig - z 9 SIDELIGHT JAMB/MULLION AND DOOR PANEL STILE �t pit fpar'd U v •^- Owl WZ Oc7 NCOi v w aE �p � aE Uo O us w W Robert J. Amoruso, P FL P.E. No. 49752 NO 49752 STATE OF 52 3/4" MAX. OA. FRAME WIDTH K L E F WOOD REINFORCEMENT (TYP.) o SEE DETAIL C 9 I 9 8 7 J C D SEE DETAIL A o ON SHEET 15 (TYP.) ® 3" MAX. (TYP) 0 3" MAX. (TYP) 3" MAX. P) ON SHEET 15 (1YP.) 9 8 7. 7 o m 0 3" MAX. (TYP) —� , INSTALLATION . ANCHOR (TYP.) M I EE I / 10 11 13 1810 MAX. 82" R HH SEE 79 1/4" O.C. (TYP.) MAX.OA 10 10 13 D.L.O. MAX. FRAME O FF NOTE PANEL �" HEIGHT 11 O X 13 SHT.2 HEIGHT I O X 11 I 9 \ I 4" MAX. FROM CORNERS (TYP) ACJIVE ACTIVE G SEE DETAIL D ON SHEET 15 (TYP.) G\ ' A 03" MAX (TYP.) 8 7 SEE DETAIL B 0 3" MAX. (TYP.) —+� 3" MAX (TYP.) H g ON SHEET 14 (TYP.) 9 8 3" MAX. (TYP.) m 3' MAX. (TYP.) SEE D.L.O. ANCHOR LAYOUT (OX or XO) SHT 2 SEE D.L.O. ELEVATION (OX or XO) EXTERIOR VIEW 3 314" HTE Ste' 2 EXTERIOR VIEW (INSWING GLAAZEDDDOORS W/GLA2EDSIDELIGHT) 35 3/4" MAX (INSWING GLAZED DOORS W/GLAZED SIDELIGHT) PANEL WIDTH 1 1/2' FRAME JAMB UUUK PANEL 5I ILE FRAME JAMB DOOR PANEL STILE 3/16' TAPCON (ATT) WITH #10 FL HD WOOD SCREW W/1-1/2" EMD 38 W/1-1/2' EMD IN CONCRETE AND 1" EMD IN MASONRY 47 #10 x 1 112" FL HD SCREW 33 #10 x 1 1/2" FL HD SCREW 33 #10 x 2" FL HD SCREW 32 #10 x 2" FL HD SCREW 32 #10 FL HD WOOD 3/16' TAPCON (ATT) WITH SCREW W/1-i/2' EMD 38 W/1-12" EMD IN CONCRETE 47 AND 1" EMD IN MASONRY WtODUCrkMMD #10 x 1 VT FL HD SCREW 33 #10 x 1 12" FL HD SCREW 33 ".oPryee lrhh Uc FkAft yeWieg Code ® HINGE ANCHORAGE o HINGE ANCHORAGE &aplrHfeu Daley/23111 FRAME JAMB @ WOOD SUBSTRATE AND FRAME IAMB @ CONCRETFJMASONRY SUBSTRATE AND Product �� DOOR PANEL STILE DOOR PANEL STILE 0 m � U .Q oQ aO 01 = f0 w ,E ' o 0 w w ix Q. iu N ;6 3: 0 0 0a: a m O U a f ,�.3a ..z :K 2 �ZjwZ :m0 �g A� Gi Lu w 1 C GG6 Robert J. Amoru- P.E. I FL P.E o.49752 �p% IAMES 4dj�4i No 49752 , R N � a U .f o �LL v NN 68" MAX. O.A. 4 O o a o v FRAME WIDTH WOOD ® +�+ z w K 1. E F REINFORCEMENT (TYP.) i 0 S c�i i F ® 3' MAX (TYP) 2 ANCHORS O w � c ¢ c SEE DETAIL A ON 9 9 8 7 SEE DETAIL C® w w ® 3' MAX. (lYP) EQUALLY SPACED 'o m SHEET 15 (TYP.)� I J C D ON SHEET 15 (TYP.) o 3• MAX, (TYP) INSTALLATION a aL w a 9 8 7 7 „ 03' MAX. (TYP) —►� h-I ANCHOR (TYP.) N W W Y 12 0 M I Z I i 10 / 11 10 181l2` MAX. 6 0l 5 a 82' N SEE 79 1/4' O.C. (TYP.) I I F g MAX. O.A. 10 10 D.L.O. MAX. ° vi FRAME O NOTE PANEL Q O m LL HEIGHT 11 0 X O 11 SHT.2 HEIGHT O X O m g Z 0 .. z t P CL gc 11 I 11 I \ I Y z o n z 10 0 4' MAX. FROM I I � 0 AC IVE CORNERS (TYP) G A 03' MAX. (TYP.) A 0 SEE DETAIL B� 8 7 SEE DETAIL D m 3' MAX (TYP.) —� -3" MAX. (TYP.) ON SHEET 14 (TYP.)JJJJJJ ON SHEET 15 (TYP.) 3" MAX. (TYP.) w gl g H B °i 9 8 ®3' MAX. (TYP.) Cc SEE D.L.O. ANCHOR LAYOUT (OXO) Robert J. Amoruso, P.E. SHT 2 SEE D.L.O. EXTERIOR VIEW FL P.E. No. 49752 NOTE (INSWING GLAZED DOOR W/GLAZED SIDELIGHTS) 33/4' SHT.2 35314"MAX •�0;•�• 6'' 1 PANEL WIDTH No 49752 ELEVATION (OXO) poi: STATE ofEXTMUOR VIEW .. (INSWING GLAZED DOOR W/GLAZED SIDELIGHTS) �FSs.% �IUGY (tEVfif®' s tumPlyfa;,rvk6 Ho.QiMii� ' 1(akNpC Cale Aettpleete Na rQ'_�4 __1Si \SIG ' Fipi� lfr pm��i 1 eflw�al 74" MAX. O.A. FRAME WIDTH rE"V F 8 7 0SEE DETAIL A C D ON SHEET 15 (TYP.) 7 7 I II III I 12 82' W T SEE 791/4" MAX. O.A. 12 D.L.O. MAX. UFRAME NOTE PANEL HEIGHT SHT.2 HEIGHT 2 ill / 2 IIN I/ TIVE II I m SEE DETAIL 8 / SEE D.L.O. ON SHEET 14 (TYP.) NOTE SHT. 2 35 314' MAX. PANEL WIDTH ELEVATION (XX) EXTERIOR VIEW (INSWING GLAZED DOORS) 3" MAX. (TYP) m 3" MAX. (TYP)® 0 3" (TYP.) WOOD ® m 3" (TYP.) REINFORCEMENT �P•) INSTALLATION ANCHOR (TYP.) 1811T MAX. O.C. (TYP.) � X X / O I 4' MAX. FROM INACTIVE ACTIVE CORNERS (TYP) �.——3'(TYP.).® 3" MAX. (IYP.) 3" MAX. (TYP.)L 3" MAX. (TYP.) 3" (TYP.) ANCHOR LAYOUT (XX) EXTERIOR VIEW (INSWING GLAZED DOORS) *RODUcrRLvj8w. as 'yLrwihth.ihtYp hwdinR Cad" Acceptance No a- &f- I z Eapintie� Dale_ M� b' Pradact C..teoi m � m � � e � a a U �Iml. �m ap NN Qm Y O� wZ OU F Os z w 00 E T8 GO o a 'W mE W �s N farz0= 50 2U 3 0Z2 y� o fL2¢ �m=�0 m �Q ill Robert J. Amoruso, P.E. I FL P.E. No. 49752 No 49752pp, 891/4' MAX. O.A. FRAME WIDTH K L E F 9 9 8 7 o SEE DETAIL B I J SEE DETAIL C C D ON SHEET 15 (iYP.)� 9 BON SHEET 15 7 7 (TYP.) S 0 I 11 I I 10 2 82" V SEE 791/4" MAX. O.A. 10 10 11 12 D.L.O. MAX. FRAME O NOTE PANEL HEIGHT 11 0 X I X 12 SHT.2 HEIGHT INACTIVE AC IVE SEE m SEE DETAIL B G DETAIL D A ON SHEET •14 (TYP.) 8 SHEET 15 7 H (TYP-) B SEE D.L.O. SHT2 13 m3" (TYP.) 3" MAX. (TYP) m 3" MAX. (TYP) m AX m 3' (TYP.) WOOD m 31 ®3P(NP) ®REINFORCEMENT �P') INSTALLATION ® 3' (1YP) . . Z.n , /rANCHOR (TYP.) _1 181/2" MAX. O.C. (fYP.) 4' MAX. FROM CORNERS (TYP) 03" MAX. (TYP.) Imo-- 3" MAX. (TYP.) 3' (TYP.) c �--� 3" MAX. (TYP.) 3" MAX. (TYP.) 3" MAX (TYP.) 3' MAX. (TYP.) m 3" MAX. (TYP.) 3" (TYP.) SEE D.LO� ELEVATION (OXX or XXO) ANCHOR LAYOUT (OXX or XXO) NOTE EXTERIOR VIEW EXTERIOR VIEW SHT. 2 (INSWING GLAZED DOORS WIGLAZED SIDELIGHT) (INSWING GLAZED DOORS W/GLAZED SIDELIGHT) � 1 I a it I u III` 315132" I 4 3Z° 8. 0 SIDELIGHT 791/4' 79114" 717/32" 72 0 �+— 281/4" --� 315/32' 4 6 27/32' a a a m m � a � a U y U� �Z UU aggZ 0 �E S2O �" 00 cLE a w W rr W it IL LL w o �. W Wm 0— oZ. F B: 0 N0g m � fN U. 8 Zz �OZO� m=�O fill acd ,99 Robert J. Amoruso, P.E. I FL P.E. No. 49752 SN ES PANEL No 49752 r� 0 ••. � TATE� OF(4 = Al RAIL AND STILE SIZES EXTERIOR VIEW m0muc t 2LNmY o mDhLpvclLL Ne iL�H1 YWdi�Z Cdo A�phatt Capintin uori�l ��1.� o 1-1/2" MIN. EDGE DISTANCE CONCRETE BY OTHERS m (SEE GEN NOTE 3, SHT. 1 & o 1" MIN. EDGE DISTANCE ISOLATION MATERIAL INSTALLATION NOTE 10, SHT. 1) BETWEEN WOOD BUCK & 2X WOOD FRAME BY OTHERS CONCRETE / MASONRY 1-1/2"MIN. o (SEE GEN. NOTE 3, SHT. 1) BY OTHERS EMBEDMENT e r EXTERIOR FINISH EXTERIOR FINISH i : , 1J4° MAX SHIM BY OTHERS BY OTHERS''. PERIMETER CAULK PERIMETER CAULK iX WOOD BUCK BY OTHERS 5 BY OTHERS 44 3 (SEE GEN. NOTE 4, SHT. 1) BY OTHERS 5 26 0 ' _ 11 48 (2) 3H6- ITW TAPCONS SE%JRE @ #14 WOOD SCREW 26 0 0 38 1/4" ITW TAPCON 2 ITEM NO.26 HEAD PLATE MAX. O.A.® INSTALLATION ANCHOR INSTALLATION ANCHOR FRAME HEIGHT EXTERIOR INTERIOR 82" 24 EXTERIOR 6 23 AAX. O.A. FRAME HEIGHT 82" C VERTICAL SECTION CONCRETE SUBSTRATE ACTIVE* GLAZED DOOR PANEL@ HEAD *SHOWS SHOOT BOLT HEAD PLATE ON PASSIVE DOOR PANEL. GLAZING DETAIL 2 (SEE SHEET 10) 3 EXTERIOR INTERIOR APPLY 11T CONTINUOUS BEAD OF 13 SILICONE CAULKING BETWEEN SILL 7 AND CONCRETE FOR FULL PERIMETER CAULK LENGTH OF SILL BY OTHERS 4a 1-1/2" MIN. O CONCRETE BY OTHERS r.;•;i;'!;i•;' :;'.,r� ti EMBEDMENT (SEE GEN. NOTE 3, SHT. 1 & INSTALLATION NOTE 10, SHT. 1) ®1/4" ITW TAPCON o o1-112" MIN. EDGE DISTANCE INSTALLATION ANCHOR 0 A VERTICAL SECTION CONCRETE SUBSTRATE ACTIVE * GLAZED DOOR PANEL @ SILL *SHOWS SHOOT BOLT ON PASSIVE DOOR PANEL. 1-1/2' MIN. EMBEDMENT 1/4" MAX SHIM 44�.10 SCREWS SECURE ITEM NO.26 HEAD PLATE 0 INTERIOR VERTICAL SECTION D WOOD FRAME SUBSTRATE ACTIVE* GLAZED DOOR PANEL @ HEAD *SHOWS SHOOT BOLT HEAD PLATE ON PASSIVE DOOR PANEL. 0 1" MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS (SEE GEN. NOTE 3, SHT. 1) INTERIOR 1-1/2" MIN. EMBEDMENT 'EXTERIOR FINISH BY OTHERS 1/4" MAX SHIM PERIMETER CAULK 44 0 49 (2) NO. 10 SCREWS BY OTHERS 3 SECURE ITEM NO.26 _ HEAD PLATE 0 m Q #14 WOOD SCREW 2 0 11 AAX. O.A. INSTALLATION ANCHOR _ FRAME _ HEIGHT 2 82" EXTERIOR INTERIOR 15 0 A owuREV18Fq ® 3 CMw pbeA la"ing CrudeYie A."pta.. No I-Og(S'•IZ VERTICAL SECTION e.N.+t oe U.re F WOOD FRAME SUBSTRATE ACTIVE* ODL GLAZED DOOR PANEL .@ HEAD nt, +�md er *SHOWS SHOOT BOLT HEAD PLATE ON PASSIVE DOOR PANEL. m a U CIO v 00 N( OO w Do w aU DO w O' O a:<4 3 3 y�OQOU0?5 au cm z 593 Y�p?U !1 zoa Qz7U mm0�61, tj' ill Robert J. Amoruso, P FL P.E. No. 49752 No 49752 jOF,STATE OF 1-1/2" MIN. EDGE DISTANCE- 0 ISOLATION MATERIAL BETWEEN WOOD BUCK & CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 5 ® @1/4° ITW TAPCON l`6m INSTALLATION ANCHOR EXTERIOR CONCRETE BY OTHERS o (SEE GEN. NOTE 3, SHT. 1 & INSTALLATION NOTE 10, SHT. 1) 1.1/2" MIN. o 4. EMBEDMENT t� •: , : * '.' r1/4MAX SHIM WOOD BUCK BY OTHERS .E NOTE 4, SHT. 1) (2)3/16' ITW TAPCONS SECURE ITEM NO.26 HEAD PLATE m INTERIOR O 1-1/2" MIN. EDGE DISTANCE — ISOLATION MATERIAL BETWEEN WOOD BUCK &� CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH-` BY OTHERS PERIMETER CAULK BY OTHERS C O 36 1/4° ITW TAPCON INSTALLATION ANCHOR EXTERIOR C m VERTICAL SECTION IvwI p f, FRAME E CONCRETE SUBSTRATE MAX. O A HEIGHT ACTIVE' ODL GLAZED DOOR PANEL @ HEAD FRAME HEIGHT 82" 'SHOWS SHOOT BOLT HEAD PLATE ON PASSIVE DOOR PANEL. 82" GL42ING DETAIL 1 jt�" o (SEE SHEET 10) CONCRETE BY OTHERS O (SEE GEN. NOTE 3, SHT. 1 & INSTALLATION NOTE 10, SHT. 1) 1-1/2' MIN. O EMBEDMENT r1/4'MAXSHIM 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 4, SHT. 1) INTERIOR J NCCRTE / MAA O NY SECTION UCOCONCRETEBSTTRAATE STANDARD SIDE= PANEL @ HEAD 4) � m U ILL {� N ti ON w N vz aE yv a aE w a �o w �p w Q. Vf � a � a O N I A S O J F LL igrzo Ow ,ocon lae ;z�,Wy� rrnC) w n� w _ w >i m a a 2 rS lJ Robert J. Amoruso, P.E. 2 16 FL P.E. No. 49752 EXTERIOR - EXTE INTERIOR EXTERIOR INTERIOR q(, . 60 • b� SF�'� 3 ® No 49752 APPLY 1/2" CONTINUOUS BEAD OF 3 13 SILICONE CAULKING BETWEEN SILL en �t '; V CT� (1(rJ 7 AND CONCRETE FOR FULL APPLY 1/2" CONTINUOUS BEAD OF ®6 * . gr STATE OF 4r PERIMETER CAULK LENGTH OF SILL. CAULK 30 SILICONE CAULKING BETWEEN SILL AND CONCRETE FOR FULL �••• P •. p••: �� BY OTHERS BY 44 BY OTHERS LENGTH OF SILL. , R p R I `• �iSS ' ' tNG•` CONCRETE BY OTHERS 1-1/2° MIN. 0 ` EMBEDMENT ' CONCRETE BY OTHERS • '. '•+ :;.'-'•'.:, ::`• 0 1-1/2" MIN. nuuq�� (SEE NOTE 3, SHT. 1 & INSTALLATION NOTE 10, SHT. 1) '' :'' (SEE NOTE 3, SHT. 1 INSTALLATION NOTE 10, SHT.1) EMBEDMENT ' '' ` I ITW TAPCON .nouuctasvt� aeoi gc. wNY =ppt—. 1 ^O S• 12 a I-1/2' MIN. EDGE DISTANCE 36 ITW 36 1/4' o 1-1/2° MIN. EDGE.DISTANCE --�{ INSTALLATION ANCHOR No Eipindon Mre_'��L`1 INU11,P A rIUN A INSTALLATION ANCHOR VERTICAL m B VERTICAL SECTION G CONCRETE SUBSTRATE ACTIVE - ODL GLAZED DOOR PANEL @ SILL • STANDARD SIDELTI'E PANEL @ SILL 0 1-1/2' MIN. EDGE DISTANC ISOLATION MATERIAL BETWEEN WOOD BUCK & CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH — BY OTHERS L PERIMETER CAULK—*' BY OTHERS IV 5 0 36 1/4" ITW TAPCON INSTALLATION ANCHOR EXTERIOR MAX. O.A. FRAME HEIGHT CONCRETE BY OTHERS 0 (SEE GEN NOTE 3, SHT.1 & INSTALLATION NOTE 10, SHT. 1) 1-1/2" MIN. o ii EMBEDMENT r-1/4• MAX SHIM -1X WOOD BUCK BY OTHERS (SEE NOTE 4, SHT. 1) INTERIOR VERTICAL SECTION CONCRETE / MASONRY —SUBSTRATE ODL SIDUM PANEL @ HEAD 0 1" MIN. EDGE DISTI 2X WOOD FRAME BY OTHERS (SEE GEN. NOTE 3, SHT. 1) EXTERIOR FINISH — BY OTHERS 1-1/2" MIN. EMBEDMENT 1/4" MAX SHIM PERIMETER CAULK(� BY OTHERS 5 / 24 AAX. O A `J/ FRAME HEIGHT 0 #14 WOOD SCREW 82" INSTALLATION ANCHOR 6 m m a a jQlm, m $ LL O^ rC �P r o O N QQ T F h Q WN F LL z v a 0 a 'W rj ( a'E 'W a „ Z EXTERIOR 3 INTERIOR 3 N U3, rr OZ S I VERTICAL SECTION o r o woos FRAME sussTRATE g g 3 N STANDARD SIDELITE PANEL @ HEAD tL z >0 �U r� 420 O_ .0 0 1" MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS (SEE GEN. NOTE 3, SHT. 1) 1-1/2" MIN. EMBEDMENT EXTERIOR FINISH BY OTHERS 1/4" MAX SHIM EXTERIOR INTERIOR I PERIMETER CAULKBY �(3 3 ® MAX. O.A.BY OTHERS 5 31 ► FRAME / J 3o HEIGHT 0 � #14 WOOD SCREW � APPLY 1/2" CONTINUOUS BEAD OF 82" INSTALLATION ANCHOR _ 0 8 SILICONE CAULKING BETWEEN SILL 2 PERIMETER CAULK AND CONCRETE FOR FULL LENGTH OF SILL. BYOTHERS 15 m ::..�.:�.,- 1-112"MIN. CONCRETE BY OTHERS f ':� .x,;•�;�•.;,,,^ .:.: :•.��•:EMBEDMENT 3 (SEE NOTE 3, SHT. 1 8 : INSTALLATION NOTE 10, SHT. 1) I 1 01-1/2" MIN. EDGE DISTANCE-1 �� 36 1/4" ITW TAPCON VERTICAL SECTION INSTALLATION ANCHOR L WOOD FRAME SUBSTRATE H VERTICAL SECTION ODL SIDELrM PANEL @ HEAD CONCRETE SUBSTRATE ODL SIDELITE PANEL @ SILL 1lt0i1UCi'OEN� � �pgiKMti tl�a.FJwito p0�cr t4N acq $-96fC•(2 gtpiru;'- t,, L sL- M, . I64 radon ce a Robert J. Amoruso, P.E. I F— FL P..ND. 49752 No 49752 STATE O ` -4OR1O' 1/4' MAX SHIM 1 1/2' MIN. EMBEDMENT 2X WOOD FRAME BY OTHERS (SEE GEN. NOTE 3, SHT. 1)� of oZ a_ is gw O' Wz OV �o aw � LL Q z W i a z u at mU aF w �L �p O w w m 1"MIN. - EDGE DISTANCE ITEM NO. 12: 5 31 39 39 10 11 ® SEE HINGE ANCHOR DETAIL 44 4 11 41 ® ® J A z e: SHEATHING BY OTHERS ® ITEMN0.31:f51WOX2-1fYRHDSCREWS ONSHEET2 42 3H 4' & 22• FROM EACH END AND ONE SPACED EVENLY lL d m #14 WOOD SCREW Q PERIMETER CAULK BETWEEN N/•1' TOLERANCE) EXTERIOR ITEM NO. M (41 N10 FL HD SCREWS P FROM EACH END EXTERIOR L INSTALLATION ANCHOR BY OTHERS ® AND SPACED EVENLY THEREAFTER (H-1' TOLERANCE) z ^� MAX. O.A. FRAME WIDTH y N O m EXTERIOR FINISH BY OTHERS 104-5/8' o S O m m LL Z HORIZONTAL SECTION HORIZONTAL SECTION S HORIZONTAL SECTION ASTRAGAL 5 $ z h � � o M WOOD FRAME SUBSTRATE R MULLION STANDARD DOOR PANELS Q p z z s STANDARD SIDELTTE PANEL@ JAMB STANDARD DOOR & SIDELITE PANELS Z w U 1( 1/4" MAX. SHIM Q O z�=Otn w 45 '® ^REM NO. Jt: lS)#tOX2.12-FL HD SCREWS 1-1/2"MIN. EMB. CONCRETE g - •' 8 22' FROM EACH END AND ONE SPACED EVENLY INTERIOR 1' MIN. EMB. MASONRY® .D BETWEEN (H-1•TOLERANCE) F QZ Zr0_.I 3 ® 6 40 2 2 31 ® CONCRETE / MASONRY f 1' OVERALL I.G.U. OF: C 1- OVERALL I.G.U. CONSISTING OF: 1/8' TEMPERED GLASS, 0.550" CARDINAL BY OTHERS (SEE GEN NOTE 3, ^ 00 = g� 1/8- TEMPERED GLASS, 0.550- XL EDGE SPACER, '� SHT. 1 & INSTALLATION CARDINAL XL EDGE SPACER,118- @ 1/8• ANNEALED GLASS/ NOTE 10, SHT. 1) �• 3© ANNEALED GLASS/0.090' SAFLEX DOW CORNING 0.090' SAFLEX PVB INTERLAYER BY - = " — '!' FIVE INTERLAYER BY EASTMAN 995 SEALENT EASTMAN CHEMICAL COMPANY (MAY ............ , . Robert J. Amoruso, P.E. DOW CORNING I I CHEMICAL COMPANY (MA) / 1/8' 1/8' ANNEALED GLASS BY CARDINAL ?:;':;? FL P.E o. 49752 995 SEALENT ANNEALED GLASS BY CARDINAL `\\\\♦ . tutu uqp ��� ``�♦♦ EXTERIOR i 1/2'MIN .EDGE DIS.CONCRETE , 2- MIN. EDGE DIS. MASONRYm ��.PS.�CEE� q 0�. SF•• EXTERIOR i ♦♦♦ INTERIOR ♦ INTERIOR ♦ \ •! ♦,t No 497 / \ MIN.3/4• 39 5 I I MIN. 314" I I j GLASS BITE I ISOLATION MATERIAL PERIMETER CAULK '• STATE OF I GLASS BITE It I BETWEEN WOOD BY OTHERS ® BUCK & CONCRETE ! ,FSC O I / \ / 0 46 ♦ = e EXTERIOR FINISH MASONRY BY OTHERS �4 S/ONAI��t��` BY OTHERS = / 15 i ® 1X WOOD BUCK BY OTHERS ♦ i 16 ♦ i 16 ♦ 46 i - i -- SEE GEN. NOTE 4 SHT. 1 MAX. O.A. �Rwvcruvmw 5 y4. FRAME WIDTH 36 1/4' ITW TAPCON m g00mOwe ue. 1 3(4 TYPICAL EXTERIOR INSTALLATION ANCHOR MoepraaecNo / -o TYPICAL QtB(�yop 0.1 GLAZING DETAIL 1 GLAZING DETAIL 2 N HORIZONTAL SECTION «, l•U L•_s,.- %TrH ODL LITE KIT CONCRETE / MASONRY SUBSTRATE PrpA�T Cy«y STANDARD SIDELITE PANEL @ JAMB 1/4" MAX SHIM 1 1/2" MIN. EMBEDMENT 2X WOOD FRAME BY OTHERS (SEE GEN. NOTE 3, SHT. 1) 0 1" MIN. EDGE DISTANCE ': c;:: •::::•:•::•s::ail 5 31 SHEATHING BY OTHERS 0 #14 WOOD SCREW Q PERIMETER CAULK INSTALLATION ANCHOR BY OTHERS EXTERIOR FINISH BY OTHERS (�;�) HORIZONTAL SECTION WOOD FRAME SUBSTRATE ODL SIDELITE PANEL @ JAMB ®"'REMN0.31:IS)#lgX2-1-FLHDSCREWS 4• & 22' FROM EACH END AND ONE SPACED EVENLY BETWEEN W.1"TOLERANCE) • ITEM NO.30; (4) #10 X W FL HO SCREWS V FROM EACH END EXTERIOR ® AND SPACED EVENLY THEREAFTER(NhI' TOLERANCEI Q HORIZONTAL SECTION MULLION ODL SIDELITE & ODL DOOR PANELS ® 'ITEM NO.30: !41 W10 X 3' FL HD SCREWS 4' FROM EACH ENO ANO SPACED EVENLY THEREAFTER f-Al TOLERANCE) MAX. O.A. FRAME 104-5/B" Z HORIZONTAL SECTION MULLION ODL DOOR & ODL SIDELITE PANELS EXTERIOR T HORIZONTAL SECTION ASTRAGAL ODL DOOR PANELS MAX. SHIM 1-1/2" MIN. EMS. CONCRETE 1" MIN. EMB. MASONRY 0 CONCRETE/MASONRY 7,"�BY OTHERS (SEE GEN NOTE SHT. 1 8 INSTALLATION v'• NOTE 10. SHT. 1) '':',::`1-1/2• MIN. EDGE DIS. CONCRETE 2" MIN. EDGE DIS. MASONRY 0 PERIMETER CAULK ISOLATION MATERIAL BY OTHERS BETWEEN WOOD BUCK & CONCRETE ! EXTERIOR FINISH MASONRY BY OTHERS BY OTHERS 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 4, SHT. 1) 36 1/4" ITW TAPCON INSTALLATION 0 ANCHOR HORIZONTAL SECTION P CONCRETE/MASONRY SUBSTRATE ODL SMELITE PANEL @ JAMB fD�N Y00r~n-o �O Z W Q ro o pj 3 a Z:) Z�� �D: �g RpIRyy cO l7 "h& 9Q9 � � 6 Robert J. Amoruso, P.E. r; - b• - "lam-•. � No 49752 s �'�`�STATE OF 0 comp b-iln" 114" MAX SHIM 1 1/2' MIN. EMBEDMENT 2X WOOD FRAME BY OTHERS (SEE GEN. NOTE 3, SHT. 1) m 1" MIN. EDGE DISTANCE f INTERIOR 114" MAX. SHIM INTERIOR 1-1/2' MIN. EMB. CONCRETE *** 25 32 77 1 12 33 0 1" MIN. EMB. MASONRY ®CONCRETE/MASONRY BY OTHERS (SEE GEN NOTE 3, SHT. 1 & INSTALLATION . , NOTE 10, SHT. 1) !! ''•" ? 1-1/7 MIN. EDGE DIS. CONCRETE 0 2- MIN. EDGE DIS. MASONRY EXTERIOR 11 47 5 5HL-Al HIND BY O1HEH5— / `-PERIMETER CAULK EXTERIOR fTEM No.1z: / /vgli4-rrwTAPCON ISOLATION MATERIAL o J BY OTHERS • rTEM NO.30: f4) N10 X3' FL HD SCREWS 4' FROM EACH END ® SEE HINGE PERIMETER CAULK— J/BETWEEN WOOD #14 WOOD SCREW ® ® ANCHSHFE73IL BY OTHERS INSTALLATION ANCHOR EXTERIOR AND SPACED EVENLVTNEREAFT73! H/-1'TOLER{1NCE) ON SHEET 3 BUCK &CONCRETE / HORIZONTAL SECTION EXTERIOR FINISH MASONRY BY OTHERS EXTERIOR FINISH BY OTHERSL MAX. OA FRAME WIDTH Y BY OTHERS MULLION 1X WOOD BUCK BY OTHERS STANDARD DOOR & SIDELITE PANELS MAX. O.A. FRAME WIDTH(SEE GEN. NOTE 3, SHT. 1) X HORIZONTAL SECTION 74" WOOD FRAME SUBSTRATE STANDARD DOOR PANEL @ JAMBITEM No. )z: 167 SEE HINGE m INSTALLATION ANCHOR ANCHOR DETAIL 1 /4' MAX. SHIM ON SHEET 3 I- IT MIN. EMB. CONCRETE 0 1" MIN. EMB. MASONRY INTERIOR CONCRETE/MASONRY BY OTHERS 3 12 2 32 19 2 6 3 (SEE GEN NOTE 3, SHT. 1 & INSTALLATION NOTE 10, SHT. 1) 1-11T MIN. EDGE DIS. CONCRETE 0 2' MIN. EDGE DIS. MASONRY ;tip; �• ••. 5 4 11 2 ISOLATION MATERIAL PERIMETER CAULK BETWEEN WOOD BUCK & CONCRETE / BY OTHERS MASONRY BY OTHERS EXTERIOR FINISH 1X WOOD BUCK BY OTHERS BY OTHERS (SEE GEN. NOTE 4, SHT. 1) EXTERIOR m1/4' ITW TAPCON 36 MAX. O.A.FRAME WIDTH INSTALLATION ANCHOR W HORIZONTAL SECTION CONCRETE/MASONRY SUBSTRATE STANDARD DOOR PANEL @JAMB II HORIZONTAL SECTION CONCRETE / MASONRY SUBSTRATE ODL DOOR PANEL @ JAMB INTERIOR 1/4' MAX SHIM 1-1/2' MIN. EMB. CONCRETE 1" MIN. EMB. MASONRY 3 15 2 20 32 17 1 12 33 2X WOOD FRAME ITEM No.12: BY OTHERS (SEE ® SEE HINGE GEN. NOTE 3, SHT. 1) ANCHOR DETAIL ON SHEET 1' MIN. O EDGE DISTANCE EXTERIOR ....... 11 5 38 ® SHEATHING BY OTHERS PERIMETER CAULK Q #14 WOOD SCREW BY OTHERS o INSTALLATION ANCHOR MAX. O.A. FRAME WIDTH EXTERIOR FINISH BY OTHERS 74' �,—) HORIZONTAL SECTION WOOD FRAME SUBSTRATE ODL DOOR PANEL @ JAMB m m a a U u' � �N pap too OP o Rw v�iN OFU � �O LL p0 p u w CL �o � a0 F �o 0 a w u w w o N W J m 5,Pal" a,oz LN) O 0 m N �CL rzuo � LL 8 s CL x z �z o ! Z Robert J. Amorus0, P.E. No 49752 0 OODFJCrREyr@% Est ,.w I MAX. SHIM - MAX. SHIM 1-1/2" MIN. EMS. CONCRETE 1-1/2" MIN. EMS. CONCRETE m 1" MIN. EMS. MASONRY o 1- MIN. EMS. MASONRY ®CONCRETE/MASONRY BY OTHERS ®CONCRETE/MASONRY BY OTHERS (SEE GEN NOTE 3, (SEE GEN NOTE 3, SHT. 1 & INSTALLATION `:' % + SHT. 1 &INSTALLATION NOTE 10, SHT. 1) NOTE 10, SHT. 1) :`•' ? ' 1.1/2' MIN. EDGE DIS. CONCRETE :'•' !:1-1/2" MIN. EDGE DIS. CONCRETE o 2" MIN. EDGE DIS. MASONRY ; +`0 2" MIN. EDGE DIS. MASONRY EXTERIOR 2 11 5 11 5 ISOLATION MATERIAL ISOLATION MATERIAL PERIMETER CAULK BETWEEN WOOD PERIMETER CAULK BETWEEN WOOD BY OTHERS BUCK & CONCRETE / BY OTHERS BUCK & CONCRETE / EXTERIOR FINISH MASONRY BY OTHERS EXTERIOR FINISH MASONRY BY OTHERS BY OTHERS IX WOOD BUCK BY OTHERS BY OTHERS 1X WOOD BUCK BY OTHERS MAX. O.A. FRAME WIDTH (SEE GEN. NOTE 4, SHT. 1) MAX. O.A. FRAME WIDTH (SEE GEN. NOTE 4, SHT. 1) 52314" 52-314" 96 1/4' ITW TAPCON 38 1/4' ITW TAPCON m INSTALLATION A NCHOR O INSTALLATION A NCHOR HORIZONTAL/ SECTION HORIZONTAL SECTION CONCRELE o FF CONCRETE / MASONRY SUBSTRATE STANDARD DOOR PANEL @ JAMB ODL DOOR PANEL @ JAMB 1/4" MAX SHIM 34 _T 1 1/2' MIN. EMBEDMENT 2X WOOD FRAME BY OTHERS (SEE GEN. NOTE 3, SHT. 1) l" MIN. O EDGE DISTANCE SHEATHING BY OTHERS PERIMETER CAULK © 4 14 WOOD SCREW BY OTHERS ® INSTALLATION ANCHOR MAX. O.A. FRAME WIDTH 52-3/4' EXTERIOR FINISH BY OTHERS %W� HORIZONTAL SECTION iva WOOD FRAME SUBSTRATE STANDARD DOOR PANEL @ JAMB EXTERIOR 1/4" MAX SHIM -T 1 1/2" MIN. EMBEDMENT 2X WOOD FRAME BY OTHERS (SEE GEN. NOTES, SHT. 1) 1" MIN, m EDGE DISTANCE f SHEATHING BY OTHERS PERIMETER CAULK (a#14 WOOD SCREW BY OTHERS 0 INSTALLATION ANCHOR �FMAX. O.A. FRAME WIDTHJ EXTERIOR FINISH BY OTHERS 52-3/4" GG HORIZONTAL SECTION WOOD FRAME SUBSTRATE ODL DOOR PANEL @ JAMB m m < m � � U 00 r wU �To oo N aoz la V j w a w w cc mOz O o�Zrwn zZ ��Zz 0 =ova 0 mx -x Robert J. Amoruso, P.E. No 49752 Q17/32" STILE O 5/8" STILE FOAMPVC FOAM PVC 0 Fy MIN. "6,0D0 PSI 0 Fy MIN. -6.000 PSI 1 7132'T{ Y,AI ': -- 1J3114' 1314• 110 119n2' I Q6 0 ENDURA 4 9/16" INSWING SILL W/SIDELITE BASE ALUMINUM d PVC SUBSTRATE O TOP / BOTTOM RAEL O 4 9/16" DEAD, FOAM PVC JAMB (B FRAME) OFy MIN. -6,000 PSI PVC COMPONENT 0 FyFy.MIN. -6,000 PSI 1314" 2 7/16- 11v3Y 5�.1.ti�': 1v I 3/4' to ENDURA 4 3/8" FATBOY Q-LON 650 11 WEATHERSTRIPPER MULLION PINE WOOD FOAM POLYURETHANE, --� 23132' 113n8' ,�J 2110' 2 33r 616' 212' „f2' fm,„w PVC T am.wn 1 t vis (FW - 16lP P+) 1318' 5B' LLp�3T 5/16• ,s 17/8" REIN. WOOD•C 20 REINFORCING WOOD-D 21 o ASTRAGAL BODY WHITE PINE WHITE PINE ALUMINUM (60e3-T6) 0 SPECIFIC GRAVTTYW.40 0 SPECIFIC GRAWTV=0A0 W/STEELSHOOTBOLT 1 3712 211/3T 1N8' SHOOT ear 11B7l2' ® �� 118/32• ® (ffEM 44) 227!!2' T +{ 1 71B• f za INTERIOR TOP RAIL SKIN ,B INTERIOR BOTTOM FIBERGLASS SION RAD, SKIN 0 Fy MIN.-11,000 PSI FIBERGLASS SKIN OFy MIN.-11,000 PSI L4114-1 1 ,1Id2• 1 1113T ao7s O EXTERIOR TOP RAIL SIGN FIBERGLASS SKIN 91/2' ®Fy MIN.-11,000 PSI S. 1mr a07s o.o7s-1— 1" GLAZING BEAD © m 7 ENDURA 4 9/16" INSWING SML O ALUMINUM BPVC SUBSTRATE 1 SHB' 1 17132• 13 ENDURA DOOR BOTTOM SWEEP RIGID PVC CO -EX pVC ®Fy MIN. • 11,000 PSI �13/16• wy 9i �pC 0.057. /a043-T6 AVmFun wm Ds4 Nm1�an 1 23132' !�i T 23rJ2' Nalnp Thn PeamW PVC �981' (p. - 1 DM1 1� d 9n6'6" 25132" REIN. WOOD•A 14 CORNER PAD ® KEEPER 28 STRIKE SUPPORT O SHOOT BOLT WHITE PINE ® SPECIFIC GRAVITY-OAO FOAM SIUCONERE FILM ® STEEL ® COVER PVC ® 1/4"ILA. ABS/1010� {�-25137 I 1/16' 1.638" _ l9w 1 1 zv3z• C ,• 1 —� —,n6 h^7 0.493" ® INTERIOR SIDELITE STII.E SKIN 8FIBERGLASS SION �075• ®Fy MIN.-1,,000 PSI —� 213118 4 — &EXTERIOR SIDELITE STIE SKIN FIBERGLASS SKIN ®Fy MIN.-11,000 PSI L3v,s P— o.o7s ` 1 7132' 6063-T5 ALUMINUM - 0.070' MN. THK, DOW 995 #10 X 13/4• STEEL SCREWS, PLUG, READISEAL --�{ 21118' I Vi6'(FOR INSULATED r [� LAMINATED GLASS) 2718• 1314•(FOR DOOR , 1 27r.3r t8 EXTERIOR BOTTOM ® INTERIOR DOOR STILE SKIN RAIL SHIN FIBERGLASS SKIN FIBERGLASS SKIN ®Fy M...•11,000PS1 ®Fy MN.-11,ODO PSI 17132' 0.076 313n6' 27 EXTERIOR DOOR STILE SKIN FIBERGLASS SKIN OFy MIN.-11,000 PSI �48n6 m va• 1 7/32 OATS ®© BOLT COVER PVC oms� w� 12 4" X 4" HINGE STEEL FRAME SILL & JAMB DETAIL B INTERIOR 2114- r 9lS2 O z6 ® HEAD PLATE STEEL POWDER COATED 212•�{ -, °o° EXTERIOR Robert J. Amoroso, P.E. FL P.E. No.49752 No 49752 STATE 4/ PRODUCE CEVNM b wins C-6 — — 7d C � - yy� y lMJ y y 12 W W m m '—� 29 ;u N o z e IS w I� 5 Z N m z p m m Uj 0 0 r d low til r 0 z m z 0 �^> (I• ������j�!?'•••••••''oB�9y� �0 8989NORTH LOOPEAST PROJECTg4170908 .� HOUSTON TX 77029 r E' 0. �� o �•''"n SERIES'14P' IMPACT GLAZED INSWING DOOR W & W/O SIDELITES F EDITION I107 BC 8/T118 RJA m A %1 z •y -�i > ;, E CORNER SECTIONS REVISED PER MD er: oRgrm er: wre 8/28/18 RJA Co CB 18B 12/10/08 COMMENTS ; Nu oRnxnxo� O UPDATE TO 9/19114 RJA L+ ��C/'•.,0,�� N � wa ,� � ® N.T.S. unuM14 EDITION FBC 2014 fn �owt�P0000.R Mmu s.�mmol'eu M: F = ,15 REV of RFnM wre sr •1' F%VOOD. BILL OF MATERIALS m V e a U Q �O A D O Q O m $ w e °� ¢Z O w y. K U aZ 0 w a W. o m o a)o 3 3 s 3 N o F6�B gg3� m d U. �E Y �Q 0 W d _ � 0 m pp G` a 41-11 �aRg le W 6g Robert J. Amoruso, P.E. 'FL P.E. No. 49752 x l5w�,•�GEEAt A4j�y R'J No s97 .. �1�IQ 0% /STATE OF itc •�OR1Q�'•�?�� .��SS� . •a6,�.. p�mu� wlnaacrsev�aeo o� �:.��wyyauerr� a Mftpbace Date T l!E�pbmdw �+YA Vra�1,G+oLa1 ITEM # PART # DESCRIPTION MATERIAL MANUFACTURER 1 1 7l32' STILE FOAM PVC ®F MIN. = 6,000 PSI NAN YA 2 5/8' STILE FOAM PVC ®F MIN. = 6,000 PSI NAN YA 3 1 3/4 TOP /BOTTOM RAIL FOAM PVC ®F MIN. = 6,000 PSI -NAN YA 5 4 9/16" FRAME HEAD /JAMB (B FRAME) PVC COMPONENT ®F MIN. = 6 000 PSI NAN YA 6 1" GLAZING BEAD RIGID PVC ®F MIN. = 6,000 PSI NAN YA 7 o ENDURA 4 9/16' INSWING SILL (6063-T5 W/PVC SUBSTRATE (Ftu=1650ps1)) ALUM. 606&T5 WITH PVC SUBSTRATE (Ftu=1650psi) ENDURA � 8 o ENDURA 4 9/16' INSWING SILL (fios�-TS wlPvc suesTRATE (Ftu=ls5apsl)) WITH SIDELITE BASE ALUM. fiofia-Ts WITH PVC SUBSTRATE (Ftu=165oPst) ENDURA 9 NOT USED — — 10 ENDURA 4 3!8" FATBOY MU