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HomeMy WebLinkAboutPRODUCT REVIEW AFFIDAVITjM.LD affr Building Permit # T -Planning & Development Senic'es Department Building & Regulations Division Prq duct Rev ilew-Affidavit Owners Name TROPICAL SMOOTHIE CAFE AppRemit: DONAD10 -& ASSOC. Product Opening, Deslffft Product Rated Manufacturer Modal Mumber Product Approval ass I GlMethod of Aftachment Pressures D"I on Pressure Windows Mullions Fixed Glass Block Glass Slidincl Grass Doors loors Hureicinei Roofing Matarlal +610f -60 I KAV/NEER 1 S=R1ES25Q'-lV,' I NOAIF'14-04301,04 f I have r,evie-wed tale above components or cladding and I have approved their wind loads and force-s specified 1ky current code pro—iisions. Name: N11. L ENGINEERING, ING Signature: Design Profs MICHAEL A. LUE cert. NO. 47520 OF ucture. These products provide No 4 '7,520 Date.- 3129/16 010 < 0, �5 L MIAMI-DADE).11 DEPARTMENT OF REGULATORY AND ECONOIN-11C RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Vfiauii, Florida 33175-2474 T (786) 315-2590 F (7,86) 315-2599 iv%v%v.miRmidad .sov/economy Kawneer Company, Inc. 555 GuthAdge Court Norcross, GA 30092 SCOPE: This NOA is being issued under the applicable ru es and regulations governing the use of construction materials. The C.documentation submitted has been reviewed and ecepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas w ner e allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration to stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in ar as other than Miami Dade County) reserve the right to have this Product or material tested for duality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expens of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material %,ithin 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 ode. This product is approved as described herein, aUhas been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 350 RW Aluminum utswing Storefront Doors APPROVAL DOCUMENT: Drawing No.18 1, titled "IR 350/500. HW Wind Zone 4-LMI Outswing Doors", sheets 1 through 12 of 12, prepared by W.W Schaefer Engineering & Consulting, P.A., dated NOV 15, 2012, signed and sealed by Warren W. Schaefer, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration da e by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and S Ball Missile Impact Resistant Limitations: 1, See Design Pressure (DP) for Door opening size VS Frame, glass and lock options in sheet 1. 2, Max. frame unit sizes in punched openings pier sheet 2, 4, 5 & 6 must be as follows: 2. 1 Door opening width" + 5"(IR 500AR 501 ,ame) OR +4" (TRIFAB 450 ) OR +3.5" (TRIFAB 451) 2.2 Door opening height" + 2.5"(IR 500/IR 501 flame) OR+2" (TRIFAB 450 ) OR+1.75" (TRIFAB 451) 3. When Doors are used in Storefront or Curta' � Wall system, lower DP of the door or System shall control. 4. Item #3, IR 5001501 Head frame must be a r1abel piece extrusion. LABELING: Each unit shall bear a permanewith the manufacturer's name or logo, city, state and series and following statement: ' iMianri-Dade County PrlIControl Approved", noted herein. RENEWAL of this NOA shall be considered'ufter a renewal application has been filed and there has been no change in the applicable building code negativ ly affecting the performance of this product. TERMINATION of this NOA will occur afte - 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 tennina�ion and removal of NOA. ADVERTISEMENT: The NOA ntunber'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 sl all be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #12-0823.11 and co sists of this page I and evidence pages E-I & E-2, as well as approval document mentioned above. The submitted documentation was reviewed ley Ishaq I. Chanda, P.E. 9 Mx� GEM ��qMunjim NOUN-- MIAMI DADS COUIJIY NOA No. 14-0430.04 Expiration Date: December 13, 2017 Approval Date: July 31, 2014 Page I Kawneer Comnany, Inc. 01 A. DRAWINGS 1. Manufacturer's die drawings an sections (submitted under file #12-0823.11) 2. Drawing No.1821, titled "IR 35,0/500 HW Wind Zone 4-LM1 Outswing Doors", sheets 1 through 12 of 12, prepared by W W Schaefer Engineering & Consulting, P.A., dated NOV 15, 2012, signed and sealed by �arren W. Schaefer, P.E. B. TESTS (submitted under file #12-08 1. Test reports on: 1) Air Infiltr 2) Uniform ; 3) Water Re; 4) Large Mh 5) Cyclic Wi 6) Forced Er along with marked -up drawings ar prepared by Architectural Testing, (Specimen # 1 A, 1 B, 1 C, 1D, 2A, 2. Reference Test reports on: F, 3)' 4) 5) 6) Along with marked -up drawings a outswing door w/ storefront, prepai HTL-G049-0804-10, dated 10/26 0310-08, dated 09/23/08, HTL-GI 01/17/06, all signed and sealed by C. CALCULATIONS (submitted uj 1. Anchor verification calculatl by W.W Schaefer Engineerir by Warren W. Schaefer, P.E. 2. Glazing complies W ASTMI D. QUALITY ASSURANCE 1, Miami Dade Department of :ti.11} in Testper FBC, TAS 202-94 a0c Air, Pressure Test, Loading per FBC TAS 202-94 stance Test, per FBC, TAS 202-94 file Impact Test per FBC, TAS 201-94 Id Pressure Loading per FBC, TAS 203-94 fry Test, per FBC 2411 3.2.1, TAS 202-94 1 installation diagram of aluminum outswing storefront doors, Inc., Test Report No.B3877-01-550-18 dated 05/22/12 !B, 3, 4 &5), signed and sealed by Vinu Abraham, P. E. Air Infiltration Test, per FBC, TAS 202-94 Uniform Static Air Pressure Test, per FBC TAS 202-94 Vater Resistance Test, per FBC, TAS 202-94 urge Missile Impact Test per FBC, TAS 201-94 �yclic Wind Pressure Loading per FBC, TAS 203-94 forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 d installation diagram of aluminum outswing door and A by Hurricane Testing Laboratory, LLC, Test Report No. 10, HTL-G049-0201-09 dated 07/01/09 , HTL-G049- 49-1005-06 dated 01/31/07 and HTL-G049-0111-06 dated I= J. Abraham, P.E. er file 412-0823.11) s and structural analysis, complying with FBC-2010, prepared & Consulting, P.A., dated NOV 15, 2012, signed and sealed 300-02 & -04 and Economic Resources (RER). E -1 t Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 14-0430.04 Expiration Date: December 13, 2017 Approval Date: July 31, 2014 Kawneer Company, Inc. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNeinours & Co., Inc. for their "DuPont Sentry Glass ©", expi •ing on 01/14/17. 2. Notice of Acceptance No. I1-06 4.01 issued to E.I. DuPont De\emours & Co., Inc. for their "DuPont Butacite PVB W, ex icing on 12/11/16. F. STATEMENTS 1. Statement letter of conformance prepared by W. W. Schaefer En€ sealed by Warren W. Schaefer, I 2. Statement letter, prepared by W. 2014, of NOA Drawings, testing compliant and that No change to Schaefer, P.E. 3. Statement letter of conformance 11/15/12, prepared, signed and s 0823.11) 4. Lab compliance as part of the ab, G. OTHER 1. This NOA revises NOA # ##12 2. Test proposal 411-1222, dated o FBC 2014(5"' Edition) and letter of no financial interest, ineering & Consulting, P.A., dated April 14, 2014, signed and .E. W. Schaefer Engineering & Consulting, P.A. dated April 10, and calculation have been reviewed to 2014 FBC and found existing NOA documents are required, signed by Warren W. to FBC 2010 and letter of no financial interest dated :aled by Warren W. Schaefer, P.E. (submitted under file 912- referenced test report. 923.11, expiring 12/13/2017. 1/12/11 approved by PERA. E -2 t1shaq I. Chanda, P.E. . Product Control Examiner NOA No. 14-0430.04 Expiration Date: December 13, 2017 Approval Date:, July 31, 2014 DOOR MAX. MAX. TYPE DOOR DOOR OPENING OPENING WIDTH HEIGHT (IN.) (IN.) 96 96 96 96 DOUBLE SINGLE MAX. I MAX. LOCK GLASS D.L.O. D.L.O. OPTION OPTION WIDTH HEIGHT (IN.) (IN.) (3) (1) MISSILE ALLOWABLE PRESSURE LEVEL (+/- PSF) 450. DOORS IN (2) 4511RORN1600 IR500/501 FRAMES FRAMES D 110 90 E 110 90 D 110 90 D 70 70 D 60 60 D 110 90 E 110 90 LOCK OPTIONS: OPTION 1 = ADAMS RITE 1850 3 POINT LOCK AT ACTIVE PANEL (REM #57) & ADAMS RITE FLUSHBOLTS AT HEAD AND SILL (ITEM #58) OF INACTIVE PANEL OPTION 2 = KAWNEER 1686 DEADBOLT & PANIC DEVICE (ITEM #59) AT ACTIVE PANEL & KAWNEER 1686 PANIC DEVICE (ITEM #60) AT INACTIVE PANEL. — •02 ION 3=_SCHLAGE DEADBOLT WITH & EITHER FALCON HH 1690 OR VON DUPRIN HH9947 CVR PANIC DEVICE (ITEM #61) AT ACTIVE PANEL & EITHER FALCON HH 1fi90 ORLON DUPRIN-HH9947-CVR-PANIC-DEVIC-E (1TEM— #62) AT INACTIVE PANEL (1) FOR GLASS OPTIONS SEE GLAZING DETAILS ON SHEET 11. (2) WHEN MISSILE LEVEL E IS REQUIRED ONLY LOCK OPTION 1 & GLASS OPTION 5 ARE APPLICABLE. NOTE THESE DOORS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION RESISTANCE IS REQUIRED BY THE DOOR. UNLESS UNITS ARE INSTALLED IN NON -HABITABLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION, UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG WHERE -BY THE OVERHANG(OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER FBC-S ON-+7r'T-`.�. GENERAL NOTES: '11�z1L 1. THESE DOOR SYSTEMS HAVE BEEN TESTED, ANALYZED & APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE ALLOWABLE DESIGN PRESSURE TABLE(S)'. 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE 3. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & SHALL NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. THE DETAILS & SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED & PROPOSED FOR WATER, AIR, IMPACT, CYCLIC & UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH THE FLORIDA BUNTING CODE PROTOCOLS TAS-201, 202 & 203 FOR LARGE MISSILE IMPACT DOORS. 5. THESE DOOR SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) INCLUDING HIGH VELOCITY HURRICANE ZONES (HVHZ).. B. IMPACT SHUTTERS ARE NOT REQUIRED WITH THESE DOORS. 7. ALL ANCHORS SECURING DOOR FRAME TO PRESSURE TREATED SUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. B. DETERMINE THE POSITIVE & NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND I= CALCULA71DNS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, A DIRECTIONAIIIY FACTOR OF Kd a 0.85 MAY BE APPLIED PER THE ASCE-7 STANDARD. 9. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE CERTIFICATION OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd - 1.6 WAS USED FOR WOOD SCREW ANALYSIS ONLY. 10. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE FRAME & MULLION PLATE TO MINIMUM MINIMUM TCI IRCTRATFI OPENING FASTENER TYPE EMBED EDGE DIST. (2) MIN. 2X6 WOOD FRAME OR BUCK NO. 14 OR 1/4" GR. 5 COARSE THREAD 1 1/4" 3/4" (MIN. GR. 2 & G=0.55) SCREW OR 1/4" CONCRETE SCREW MIN. 16 GA. 33 KSI METAL STUD 1/4" GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/8" THK A36 STEEL 1/4" GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 0.100" THK 6063-T5 ALUM. 1/4" GR. 5 SELF TAP/DRILL SCREW FULL 1/2" 3) MIN. C-90 CONCRETE FILLED BLOCK (1) 1/4" CONCRETE SCREW 1 1/2" 2 1/< MIN. 3000 PSI CONCRETE (1) 1/4" CONCRETE SCREW 1 3/4" 2 1/: (1)CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), ITW RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.). (2)2X6 BUCKS SHALLBE MINIMUM DEPTH REQUIRED TO MEET ANCHOR EDGE DISTANCE ATHAN REQUIREMENTS BUT LESS IM4 (3) CONCRETE FILLED BLOCK SUBSTRATE IS NOT APPLICABLE AT HEAD & SILL CORNER CONSTRUCTION: iRIFAB 450 OA 451 FRAME HAD: VERTICAL MEMBERS RUN THROUGH WHILE THE HORIZONTAL MEMBERS ARE SQUARE CUT, BUTTED AND MECHLVACALLY FASTENED TO THE VERTICAL MEMBERS VIA A SHEAR BLOCK (ITEM /17). THE SHEAR BLOCK IS MECHANICALLY FASTENED TO THE VERTICAL FRAME MEMBER WITH 4 NO. 10 X 1 19/32' PHTF SCREWS. THE HORIZONTAL FRAME -MEMBERS -ARE -ATTACHED 1n THE SHEAR BLOCK WITH 2 NO. 10 X 9/16- FHTF SCREWS CORNERS ARE SEALED WITH SILICONE SEAUNT. IR50 01 FRAME HEAD: VERTICAL MEMBERS RUN THROUGH WHILE THE HORIZONTAL MEMBERS ARE SQUARE CUT, BUTTED AND MECHANICALLY FASTENED TO THE VERTICAL MEMBERS VIA A SHEAR BLOCK (ITEM fill). THE SHEAR BLOCK IS MECIWRCALLY FASTENED TD THE VERTICAL FRAME MEMBER WITH 4 NO. 12 X 1 7/8' FHIF SCREWS. THE HORIZONTAL FRAME MEMBERS ARE ATTACHED TO THE MULLION WITH 3 NO. 12 X I' PHTF SCREWS. CORNERS ARE SEALED WITH SILICONE SEALANT. FRAME HEAD WITHIN I6DO SYSTEM I CURTAIN WALL VERTICAL MEMBERS RUN THROUGH WHILE THE HORIZONTAL MEMBERS ARE SQUARE CUT, BUTTED AND MECHANICALLY FASTENED TO THE VERTICAL MEMBERS VIA A SHEAR BLOCK (REM 119). THE SHEAR BLOCK IS MECHANICALLY FASTENED TO THE VERTICAL FRAME MEMBER WITH 4 NO. 10 X 1 19/32- PHTF SCREWS. THE HORIZONTAL FRAME MEMBERS ARE ATTACHED TO THE SHEAR BLOCK WITH 2 NO. 10 X 9/16- FHIF SCREWS. CORNERS ARE SEALED WITH SILICONE SEALANT. ,SILL, VERTICAL MEMBERS -RUN THROUGH WHILE THE THRESHOLD IS SQUARE CUT, BUTTED AND MECKANICALLY FASTENED TO THE VERTICAL MFIA13ER VIA A PIVOT ASSEMBLY OR CUP (TTEM j30). THE CUP IS MECHANICALLY FASTENED TO THE VERTICAL FRAAE MEMBER WITH 3 NO. 12-24 X 3/8' FHMS. THE THRESHOLD MEMBER IS ATTACHED To THE CUP BLOCK WITH 2 NO. 12-24 X 3/8' FHMS. CORNERS ARE SEALED WITH SILICONE SEWN. DOOR PANEL• VERTICAL STILES RUN THROUGH AND ARE SECURED TO THE RAILS AT THE TOP & BOTTOM WITH 1/4- THICK EXTRUDED CHANNELS. EACH CHANNEL IS FASTENED TO THE STILE & RAIL WITH 1/4-20 X 3/4' PHMS & 3/16' THICK STEEL NUT PLATES THE INTERSECTION OF EACH CORNER JOINT WAS WELDED WITH A 1/2- D1A. PLUG WELD AND A 1 1/8' LONG FILLET WELD AT BOTH WEBS OF THE RAIL .. 1'AIODUCI'kwIl. 1%. 11046. a taaMY e Aj�NYtp1>r �4'V'1RAMS' NIT1i14✓rdONaeCah Bulmnecods 1�_c930_oY AttsPlAna Ha Dale eti 1'( alft E[ L 20 �. L t - z giplail.n MiENOAM IuIDalknedanCe�tlot INSTALLATION Ir O a ILf) UHN zoo OM U tO to co 0� ,,a $g yJ C. um U)cn 3 0r� 3'8 W 0: OF 12 FOR MAX DOOR FOR MAX DOOR OPENING WIDTH, OPENING WIDTH, SEE SEE CORNER SEE SIZE/PRESSURE TABLE ON SHEET 1 2 1/2" WITH IR500/501 FRAMING; SIZE/PRESSURE +-z� ro�1e/ri 1 3/4" WITH ITRIFAB 4512" WITH TRFAB 450 I�FRAMING 2 1 2 WITH IR500/501 FRAMING: CONSTRUCTION TABLE ON SHEET 1 ws DESCRIPTIONS Al A2 Al A2 I 1 2" W H T ITRFAB 451FRAMING; ON SHEEP 1 7 7 7 7 � �^ Q NG OPPOSITE I! a Cl v 81 \ Cl I o 7 OPPOS(fE N C2 D2 I I C2 w t w 7I I7`" , ,„ N ll Xw I ACTVE 7 g \ FOR MAX I I 57 OT 5115 - I 57 \ = o IWi w D.LO SEE I I LOG{ = o Ww I LOCK z SIZE/PRESSURE I OPTION I z to x OPTION 1 w Q w z TABLE ON I I w m w rn 1 a'- U'o SHEET 10w o W;W ----- --- - -oNdQ Zo'o II I w on xp. � O �UMrn F\ 62 _ 60 1 1 59 61 1 59 61 o n, c� ¢ - nWi O LOCK LOCK LOCK LOCK nW7 O - z p o U rn o rn I+- OPTION 3 OPTION 2 OPTION 2 OPTION 3 0 rn iL OPTION 2 OPTION 3 i'1?,ODUCfV15E1� -—07"'7n v- — 56 \ I 1 f` I o canptyinN wNA lb. mrf t. O o B1 1 Bl iuldbl CrAt I OUnt` \� 7 7 Meepb�ee N�/-DY3o.0�rj OPTION ¢apinllm t).tr t2 a 7' O Z Q Q KkW Dade ¢ EXTERIOR ELEVATION: FOR MAXD.L.0 SEE z DOUBLE DOOR WITH TRIFAB 450, 451 OR IR500/501 SIZE/PRESSURE Appro.o0rta�anplylcaMlNlpe n0i coo FRAMING TABLE ON SHEET 1 �Twid.ar,ret„ p zaO SCALE: 1/2" = l'-O" EXTERIOR ELEVATION: noA/ `I�z l „ 3 (FOR INSTALLATION REQUIREMENTS NOT SHOWN, SEE INSTALLATION ELEVATIONS SINGLE DOOR WITH TRIFAB 450, 451 OR M��I Iceelml 3 �.. ONSHEETS 4,5&6 = IR500/501 FRAMING Dr�S,� (�, wd (FOR HINGE REQUIREMENTS, SEE HINGE LOCATION DIAGRAMS ON SHEET 3) �� SCALE: 1/2" _ 1'-0" o a $oR (FOR INSTALLATION REQUIREMENTS NOT SHOWN, SEE INSTALLATIONZn ELEVATIONS ON SHEETS 4, 5 & 6) (FOR HINGE REQUIREMENTS, SEE HINGE LOCATION DIAGRAMS ON w �. SHEET 3) z� ALLOWABLE DESIGN PRESSURE • •�, b �'.N h SEE SIZE PRESSURE TABLE ON SHEET 1 — -' 4' u, _. < Zo THE 450, 451 & 500/501 SUPPORT FRAMING MAY BE �,~->''•. � � .: �, ,� o CONFIGURED FOR AND INSTALLED INTO A PUNCHED ','':. ......... OPENING AS SHOWN OR BE PART OF A STORE FRONT FRAMING SYSTEM. IF PART OF A STORE FRONT FRAMING SYSTEM, THE LESSER OF THE ALLOWABLE PRESSURE SPECIFIED IN THE STORE FRONT APPROVAL AND THAT Ev. STATED HERE -IN SHALL CONTROL FOR THE OVERALL 1821 SYSTEM. SHEET NO. 2 OF 12 7/8" DOOR JAMB 1 3/4-- HEAD JAMB E^ w N =o M it on DV) 0 a. a �w a N oU) I I 1600 SYSTEM 'UNDER' ---I 1I I I I CURTAIN WALL UNDER 7 I II I SEPARATE APPROVAL II FOR MAX DOOR OPENING WIDTH, 17/8" DOOR i-[—SEE SIZE/PRESSURE TABLE ON SHEET 1 JAMB II I II I F I II I 9---- j I — I I-------------- I a \ I II D2 II H � II � INACTIVE 8 I I ACTNE 9 �� � I I FOR MAX I I 57 \ I z^ I I_ SIZE/P_RESSURE— I I_ OPTION , \ I N= I I TABLE ON I I , z 1-1 SHEEP 1 I yo ---- -- --- --- -- o I 0 I I I o� II \ � 62 60LOCK 1 1 59 61 I I LOCK LLOCK w O OPTION OPTION 2 OPTION 2 OPTION 1 1 I 5e \� II 71 I II orTNIN I I / 1 I I I I 0I I EXTERIOR ELEVATION: DOUBLE DOOR WITHIN 1600 SYSTEM 1 CURTAIN WALL SCALE: 1/2" = 1'-O" (FOR HINGE REQUIREMENTS, SEE HINGE LOCATION DIAGRAMS ON THIS SHEET.) ALLOWABLE DESIGN PRESSURE SEE SIZE PRESSURE TABLE ON SHEET 1 1. FOR DOOR INSTALLATION CONDITIONS NOT SHOWN, SEE INSTALLATION ELEVATIONS ON SHEET 4, 5 & 6. 2. DOUBLE DOOR SHOWN, SINGLE DOOR CONDITION ALSO APPLIES. 3. FOR CURTAIN WALL FRAMING REQUIREMENTS, SEE RESPECTIVE CURTAIN WALL APPROVAL. 4. ALTHOUGH DOOR SECTION IS SHOWN AT A SIDE JAMB, THE DOOR MAY BE LOCATED IN ANY BAY OF THE CURTAIN WALL 5. THE LESSER ALLOWABLE PRESSURE FOR THE DOOR AND THAT FOR THE 1600 WALL SYSTEM SHALL CONTROL AS THE ALLOWABLE PRESSURE ON THE ASSEMBLY. 6 3/16" BUTT HINGE CENTER EQUAL HINGE \ i DOOR I PANEL EQUAL BUTT HINGE CENTER EQUAL BUTT HINGE CENTER 9 3/4" r BUTT HINGE LOCATION DIAGRAM SCALE: 1/2" = 1'-0" TOP, HINGE DOOR PANEL INTERMEDIATE PIVOT HINGE T CENTER INTERMEDIATE PIVOT HINGE CENTER BOTTOM HINGE PIVOT HINGE LOCATION DIAGRAM SCALE: 1/2" = 1'-0"' "X" = DOOR OPENING HEIGHT/(NUMBER OF INTERMEDIATE HINGES + 1) Y = "X" - 13/16" V%GeUCP kBVIhED aieaePlyI.xwIlhffwmrldt. *%%eia $uming Cale t'in YfnW0aWBMdh; oru 1z-rs f'� Artepuxe No IN-a43a•ng Capirnlbn Mu l2� NOAM 0 Z fflhwl Dy (• Llco,w — Dwk hedntr Coeyrol ,y�.. t I ltUawl Dade acl -- -4-- ---• 0 0 f_�o •yg{ U� z4' z$ ? ��� J �ygin N.z 3(oj r� 331 3 of 12 OMWN EW. Yltll CHECKED n f.WS 3' 5" MAX. E.Q. SPACING E.Q. SPACING r 5" MAX. r —� 5" MAX. 1 E.Q. SPACING r— —t 5" MAX. r� RD1 t-x MR oymltt � s., �. r. 4" MAX. 4 MAX. -r -r II I rn I \ --NOTE* WHEN JOB I I BurT REQUIRED � � 54 I Burr NOTE: WHEN JOB REQUIRED o HINGE 4" PRESSURE IS 1NACTNE I I ACTNE 4" +/-70 PSF OR LESS, THESE m N U I HINGE I ACTT E I q" 4" PRESSURE IS +/-70 PSF OR LESS, THESE 4" w 4" I 4" OUTER MOST 09 m \ q" OUTER MOST o II BUTT HINGE SCREWS AT EACH FRAME SCREWS I I CENTER HINGE LOCATION o = I BUTT HINGE I CENTER SCREWS AT EACH HINGE LOCATION WHERE SHOWN. ARE NOT REQUIRED - _SEE "FRAME- - _ _ _ _ _ _ _ 4" ANCHOR -- ------ 4" 4" C 3 �€ o a ------- q 4" ARE NOT REQUIRED REQUIREMENTS TABLE" ON SHEEP I I 4" d I 4" 4„ N z m 1 FOR REQUIREMENTS. FRAME SCREWS WHERE I SHOWN. SEE "FRAME K p 0 o n' o to \ / N JOB QUIREDEPRESSURE CHOR REQUIREMENTS RR 15 I I - _ %- I --TABLE" o z -man / + -70 PSF OR LESS, S I I/ATF I SCREW SPACING MAY BE I ON SHEEP 1 FOR I REQUIREMENTS. rxvoucTwxv19CD N I xm o INCREASED TO 17" O.C. I �omplylmgw1p the pkrlde 0 6" MAX. WITH ALL SUBSTRATES -s n r -I 6" MAX. T 6" MAX. r -I BeldleaCare J ptp,vY Arc"WKNo p to too Itoz I e�Wnnoo n u rG`��tT� =f -fjs. THESE 2 FRAME ANCHORS ARE %tip «�H 2 g ONLY REQUIRED WHEN DESIGN EXTERIOR ELEVATION: °" PRESSURE EXCEEDS +/-70 INSTALLATION REQUIREMENTS FOR SINGLE PSF (TYPPRESSURE HEAD AND SILL) DOORS WITH BUTT HINGES z z J Z8 EXTERIOR ELEVATION: SCALE: 1/2" = 1'-O" 0 N INSTALLATION REQUIREMENTS FOR DOUBLE DOORS (FOR DOOR DETAIL NOT SHOWN, SEE ELEVATIONS ON t �lift �M/ke�11hM C z m WITH BUTT HINGES SHEETS 2& 3) now t 2- 1 Z ; MO. SCALE: 1/2" = 1'—O" NOAM�7^pAZ3 4l M116,ri5i E' ttR'Ce.t z�' ��a (FOR DOOR DETAIL NOT SHOWN, SEE ELEVATIONS ON SHEETS 2 & 3)0 ,It o g q o IMu� to M K -p _ ca V> g NN . 83� .E'•'`,.`:+;tor, THE CONDITIONS SHOWN IN THESE ELEVATIONS CONSIDER THE PERIMETER FRAMING TO BE INSTALLED TO - i A PUNCHED WALL OPENING OR CURTAIN WALL SYSTEM OPENING. E F g #w �$`� WHEN DOOR PANELS ARE INSTALLED INTO A 450, 451 OR i �, 5OD/501 STOREFRONT SYSTEM (NOT A PUNCHED s e OPENING), THE INSTALLATION REQUIREMENTS OF THE I t' ' ' STORE FRONT APPROVAL SHALL CONTROL WITH THE DOOR `""" D R PANELS BEING HINGED AND LOCKED TO THE FRAMING AS 1821 SHOWN HERE —IN, SHEET No. IL 4 OF 12 �R11YR! 6R YJW. O[CKfD aT: 8YS 3• nur1 1"31 a� p9/16/I3 5" MAX. I— E.Q. SPACING E.Q. SPACING �MAX. MAX. E.Q. SPACING 5"1 MAX.9 6" MAX.5, 4 MAX. 4—L" MAX rn \ NOTE: WHEN JOB REQUIRED � 55 \ NOTE: WHEN JOB REQUIRED HINGE I I 4" PRESSURE IS INACTNE ACTNE V' +/-70 PSF OR o D rn In I HNNOT GE I ACTNE q" 4" PRESSURE IS +/-70 PSF OR o I I q" LESS, THESE Y I 4" LESS, THESE 1 I 4" OUTER MOST SCREWS o w o w m 4" OUTER MOST z FRAME SCREWS II PIVOT RING AT EACH I I CENTER HINGE LOCATION o I CENT HWGHINGE CENTER I — SCREWS AT EACH WHERE SHOWN. 4„ ARE NOT REQUIRED --SEE "FRAME-- -----_ _ ANCHOR --------- 4' 4" 3 � " 0 3 _ ------- 4 4" ARE NOT REQUIRED REQUIREMENTS TABLE" ON SHEEP II 4" o I 4" 4" ti N 1 FOR I I / FRAME SCREWS WHERE I "FRAME z� o REQUIREMENTS. I I N SHOWN. SEE I ANCHOR oo cc) a tn n NOTE: WHEN JOB `v I o REQUIRED PRESSURE IS II REQUIREMENTS TABLE" +/-70 PSF OR LESS, I SCREW SPACING MAY BE I ON SHEET 1 FOR I REQUIREMENTS. jj N j INCREASED TO 17" O.C. 6" MAX. 6" MAX. I 6" MAX. FResucrNK1/(S¢A I s j n ZW WffH ALL SUBSTRATESof T_ _- as mpQngwro'�Fl0f� Avintlop Na IY'0 3o.G O � z THESE 2 FRAME ANCHORS ARE Esplrallaa C ONLY REQUIRED WHEN DESIGN EXTERIOR ELEVATION: __ _ 'sjj4_ If PRESSURE EXCEEDS +/-70 INSTALLATION REQUIREMENTS FOR SINGLE D1ii°'u Agw PSF (TYP. HEAD AND SILL) DOORS WITH PIVOT HINGES m z EXTERIOR ELEVATION: INSTALLATION REQUIREMENTS FOR DOUBLE DOORS (FOR DOOR DETAIL NOT SHOWN, SEE ELEVATIONS ON AWmvgdascam$ylagwRbON Z WITH PIVOT HINGES SHEETS 2 & 3) o�Li t1 1 (Z_�o m SCALE: 1/2" = 1'-0" (FOR DOOR DETAIL NOT SHOWN, SEE ELEVATIONS ON SHEETS 2 & 3) NOA� o NIFrleaderndaetCoeltol z�. nY �Sk� \,lilhl.t�< �— p O\ Bn gg z �3m -� xW xaXa F i VM g-s fNZ 7 E Ld THE CONDITIONS SHOWN IN THESE ELEVATIONS CONSIDER THE PERIMETER FRAMING TO BE' INSTALLED TO A PUNCHED WALL OPENING OR CURTAIN WALL SYSTEM OPENING. ro = Z > aW WHEN DOOR PANELS ARE INSTALLED INTO A 450, 451 OR v ba 500/501 STOREFRONT SYSTEM (NOT A PUNCHED OPENING), THE INSTALLATION REQUIREMENTS OF THE r• s STORE FROM APPROVAL SHALL CONTROL WITH THE DOOR 1821 ' PANELS BEING HINGED AND LOCKED TO THE FRAMING AS SHOWN HERE -IN. SHEEP N0. 5 OF 12 5' MAX. I ..gym E.Q. SPACING f'1414 1414,{�— E.Q. SPACING --»•{ II � S. - 66'uj //II\ r � I I J I 56 \CONI7NGE OS INACTNE J I ACTIVE m U) tn J I I I II \ U W OJ m0 WHERE SHOWN J - -SEE "FRAME- - - - - - - _ ANCHOR -- ------� o REQUIREMENTS TABLE" ON SHEET JJ o 1 FOR REQUIREMENTS / d. II 6"MA AX, 5' MAX. MAX. � E.Q. SPACING --{ 5" MAX. � 6" MAX. I� \GONR56 ous HINGE EnN I ACTVE oW I O I \ in I o — m o J FRAME SCREWS WHERE SHOWN. SEE "FRAME NOTE: WHEN JOB J ANCHOR REQUIRED PRESSURE IS :r J REQUIREMENTS TABLE" +/-70 PSF OR LESS, SCREW SPACING MAY BE I J ON SHEET 1 FOR REQUIREMENTS. INCREASED TO 17" O.C. X J WITH ALL SUBSTRATES THESE 2 FRAME ANCHORS ARE ONLY REQUIRED WHEN DESIGN PRESSURE EXCEEDS +/-70 PSF (TfP. HEAD AND SILL) EXTERIOR ELEVATION: INSTALLATION REQUIREMENTS FOR DOUBLE DOORS WITH CONTINUOUS HINGES SCALE: 1/2" = 1'-O" (FOR DOOR DETAIL NOT SHOWN, SEE ELEVATIONS ON SHEETS 2 & 3) THE CONDITIONS SHOWN IN THESE ELEVATIONS CONSIDER THE PERIMETER FRAMING TO BE INSTALLED TO A PUNCHED WALL OPENING OR CURTAIN WALL SYSTEM OPENING. WHEN DOOR PANELS ARE INSTALLED INTO A 450, 451 OR 500/501 STOREFRONT SYSTEM (NOT A PUNCHED OPENING), THE INSTALLATION REQUIREMENTS OF THE STORE FRONT APPROVAL SHALL CONTROL WITH THE DOOR PANELS BEING HINGED AND LOCKED TO THE FRAMING AS SHOWN HERE -IN. EXTERIOR ELEVATION; INSTALLATION REQUIREMENTS FOR SINGLE D00RS WITH-CON_TIN000S_HINGE SCALE: 1/2" = 1'—O" (FOR DOOR DETAIL NOT SHOWN, SEE ELEVATIONS ON SHEETS 2 & 3) N 0 O Co ;60MN f[tOgIH:T glnV�Yif t� o � �{• YeongCodelABblflMWO Z p�o U=V7V Au gwwo Qad� 7 -cY3o. oy Explm ntt F,ipingo� :i S o 0 O U n 50 no Mh�l Oed _ g Z NOA�I de nlrsl poeabol'Cu.+ml p zc z m iL o 0 o q F yH9 00 mo �0 f' O� 30 a .1 No. OF 12 FRAM C SUBSTRATE BY OTHERS PER "FRAME ANCHOR FRAME SUBSTRATE BY OTHERS PER "FRAME ANCHOR RA ICH=w ay., IwS Rare e�2 PER ELEVATION SCREW PER REQUIREMENTS TABLE" ELEVATION 3SHIMAX. REQUIREMENTS TABLE' 3/8" MAX. SHIM ATI- 3SHI MAX. EACH ANCHOR I I j� DOOR OPENING WIDTH — — SHIM AT SHIM AT 1 70 EACH ANCHOR EACH ANCHOR t SEALANT SEALANT 5 6 BY OTHERS BY OTHERS 75 69 74 44 SEE GLAZING g�g t8 12 DETAILS ON Q 17 75 FRAME SCREW SHEET 11 z ) 75 PER ELEVATION a 2 1 A4 3 77 77 SUBSTSAPER TE Y 10 OTHER x z "FRAME ANCHOR 76 20 REQUIREMENTS EXTERIOR z x TABLE" 54 SEAEXTERIOR P cj Z o o z W BYOTNFIERS SECTION g v o EXTERIOR 0 o Cl SCALE: 1/2 FULL 7 c� 'o o w (DOOR WITH TRIFAB 450 OR 451 FRAME & BUTT HINGE z 8 it SEE GLAZING o CONDITION. FOR PIVOT AND CONTINUOUS HINGE CONDITIONSI SEE ALTERNATE HINGE SECTIONS ON SHEET 8) 5 DEFAILS ON o SHEEP 10 SECTION Al z SCALE: 1/2 FULL 7 i SECTION + g (DOOR WITH TRIFAB 450 OR 451 FRAME) A2 SCALE: 1/2 FULL 7 (DOOR WITH IR500/501 FRAME) t7eoaucrNMED w SEE GLAZING (EOlLDETAILSJOLSHOWN,SEE SECTION AL /7� �.pMHtNFlor14 ETAICS ON rrGr � � . --- N —+^ orn SHEET 10 3 8" MAX. SHIM AT EACH ANCHOR / DOOR OPENING WIDTH — �uspaaceN /-c43o.0y F.apinNon RE 12 6Ce�e OMor \2 Z _ in Zr00o l Nr �sL. a .X— MOAN E0,di14edKpCd EXTERIOR SUBSTRATE BY OrisudDaAe ' ` 11 OTHERS PER 7 ! o a �` = FRAME ANCHOR REQUIREMENTS 22 o to \z g 5 z TABLE" 82 J a 21 — U N z if 28 , FRAME SCREW o- ; . ; ,. n 9 71 0_ PER ELEVATION \.;`.. _ a 43; !�.+y3cr 29 0�'+y 8 3 1! SEALANT BY 45 y' d OTHERS23 4'':''.. -T 1/8" MAX. EXTERIOR :. .... - SHlM OR GROUT SEALANT SUBSTRATE BY OTHERS BY OTHERSSECTION U,,12 PER "FRAME ANCHOR SCALE: 1/2 FULL 7B1 SECTION REQUIREMENTS TABLE" (DOOR WITH IR500/501 FRAME & BUTT HINGE CONDITION. FOR PIVOT AND7 CONTINUOUS HINGE CONDITIONS SEE ALTERNATE HINGE SECTIONS ON SHEET 8)(FOR DETAIL NOT SHOWN, SEE SECTION C1/7) ALTERNATE HINGE SECTION (PIVOT HINGE CONDITION) (FOR DETAIL AND INSTALLATION NOT SHOWN, SEE SECTION C1/7) SECTION o2 SCALE: 1/2 FULL 8 (DOOR WITH LOCK OPTIONS 2 & 3) (FOR DETAIL NOT SHOWN, SEE SECTION D1/8) ALTERNATE HINGE SECTION (CONTINUOUS HINGE CONDITION) (FOR DETAIL AND INSTALLATION NOT SHOWN, SEE SECTION C1/7) EXTERIOR 3/8" MAX. SHIM AT EACH ANCHOR SUBSTRATE BY - OTHERS PER FRAME ANCHOR REQUIREMENTS TABLE" FRAME SCREW - PER ELEVATION BY OTHERS SECTION D1 SCALE: 1/2 FULL 8 (DOOR WITH -LOCK OPTION 1) DOOR OPENING WIDTH SEE GLAZING DETAILS-0N- SHEEF 10— EXTERIOR SECTION Et SCALE: 1/2 FULL 8 (DOOR WITH TRIFAB 450 OR 451 FRAME & LOCK OPTION 1. FOR LOCK OPTIONS 2 & 3 SEE ALTERNATE LOCK SECTION ON SHEET 9) � z�o O UMv�i z go6rn vUOtlUCTktEVI$PD 3 /u� M*bvMutkmdde iI1 I ���� AYrtepe�a /�/-O Y6.651o'n C�NNYA b 17 I vNi Z g lMke71SM � 6 ; Fkdb da cimft MAb IV coo Die ��3�Z :h:0A ,a z �� ntr■It�xliedee}Camrol � zc`s � ..z^a p a �bn N Enm z �3U S`� . •,J� G F 8 OF 3/8" MAX. SHIM DOOR OPENING WIDTH"x AT EACH ANCHOR CURTAIN WALL UNDER 7 5 6 7 ° w sef aae 59 61 SEPARATE APPROVAL SUBSTRATE BY 0 1v r OTHERS PER I —_ _ _ _ _ = I I FRAME ANCHOR 8 22 ll REQUIREMENTS 1 82 TABLE 21 it 70 I II I I — — — FRAME SCREWi: PER ELEVATION -- SEALANT BY ---� OTHERS 11/4" MAX, J 69 r i 19 i6_11 SEALANT EXTERIOR EXTERIOR 4 BY OTHERS 57 12 12 FRAME = 65 65 ANCHOR rn a z o PER x o 5 o Ln ELEVATIONS SECTION E2 z a - a ALTERNATE LOCK SECTION a SCALE: 1/2 FULL k, 9 (LOCK OPTIONS 2 & 3) EXTERIOR 0 (DOOR WITH IR500/501 FRAME & LOCK OPTION 1. FOR LOCK I n rn I o FOR DETAIL AND INSTALLATION NOT SHOWNSEE SECTION E78 (, /) o OPTIONS 2 & 3 SEE ALTERNATE LOCK SECTION ON THIS SHEET) o 5 0 of (FOR DETAIL NOT SHOWN, SEE SECTION E7/8) o J 1600 SYSTEM 1 1600 SYSTEM 1 CURTAIN WALL UNDER CURTAIN WALL UNDER I I I II SECTION w I� SEPARATE APPROVAL SEPARATE APPROVAL F cDo to '1 I DOOR OPENING WIDTH II SCALE: 1/2 FULL 9 (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) N II I I II II I 6 6 1 11 n zruga I 1 1 11 iH06UCT kKV1yPA iMWYB m f9MI6�1d I I p I � 13r� = to o� 0. FRAME I �, lmpw.g with the plod" 1)ek �J Huldi Code NOAM 2-0o ANCHOR 24 ANCHOR Av, t."No o430•Gc/ m mIDwkredFmcontrol 0 i 0 PER 1 I 24 I 11 PER E4ratiosD.t ELEVATIONS II I �� DY��E ?,y ELEVATIONS9 o M F lag- lag- Ier st . C(. Ka_ m 2= e� 13cn �I I e+1,aDd L _ IN Vim€ —_-- 0, LL o cc \iq SECTION G SECTION SCALE: 1/2 FULL 9 SCALE: 1/2 FULL 9 '::, "4• ��`' (BUTT HINGE CONDITION SHOWN. PIVOT AND CONTINUOUS HINGE (BUTT HINGE CONDITION SHOWN. PIVOT AND CONTINUOUS HINGE n''": CONDITIONS ALSO APPLY • CONDITIONS ALSO APPLY) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) SHEEP NO. 9 OF 12 SEE GLASS SEE GLASS OPTION BELOW 38 37 OPTIONS BELOW DOW 995 OR 46 �TREMCO � DOW 995 OR �TREMCO T{� PROGLAZE SSGAA PROGLAZE SSG 3/4" MIN. BITE BLOCK AS REQ'D TYPICAL MONOLITHIC GLAZING DETAIL GLASS OPTION: (WET GLAZED) OPTION 1: 9/16" THICK LAMINATED GLASS (1/4" HT. ST./O.090" DUPONT SG/1/4" HT. ST.) 4.452 3/4" MIN. BITE BLOCK AS REWD TYPICAL I.G. GLAZING DETAIL GLASS OPTIONS: (WET GLAZED) OPTION 2: 1" THICK I.G LAMINATED GLASS (1/4" TEMP EXTERIOR; 1/2" AIR SPACE; 1/8" HT. ST./O.090" DUPONT SG/1/8" HT. ST. INTERIOR) OPTION 5: 1" THICK LG LAMINATED GLASS (1/4" TEMP EXTERIOR; 1/4" AIR SPACE; 3/16" HT. ST./O.180" DUPONT SG/3/16" HT. ST. INTERIOR) 4.452 0.125 ]TT 1.750 2.313 r 0.090 O1 TRIFAB 450 HEAD FRAMING ei TRIFAB 451 HEAD FRAMING@ �-- 1.750 2.000 0.090 0.090 4.500 4.500 0.125 0.125 C5 TRIFAB 450 JAMB FRAMING © 7RIFA8 451 JAMB FRAMING SEE GLASS OPTIONS BELOW 3/4" MIN. BITE SETTING - BLOCK AS REQ'D TYPICAL MONOLITHIC GLAZING DETAIL GLASS OPTIO(TAPE GLAZED) OPTION .Se 3 9/16" THICK LAMINATED GLASS (1/4" HT. ST./O.090" DUPONT BUTACITE PVB/1/4" HT. ST.) 4.952 2.563 -1 r 0.18E I I2.5'00 Q 1R500/501 HEAD FRAMING 0.125 0.094 SEE GLASS OPTIONS BELOW 3/4" MIN. BITE SETTING - BLOCK AS REQ'D TYPICAL I.G. GLAZING DETAIL GLASS OPTIONS: (TAPE GLAZED) OPTION _ 4: 1" THICK 1.0 LAMINATED GLASS (1/4" TEMP EXTERIOR; 1/2" AIR SPACE; 1/8" HT. ST./O.090" DUPONT BUTACITE PVB/1/8- HT. ST. INTERIOR) 17temuer ttwim "am wLIY Itre I�:�riJe Edd e.pl„Ita� nr�r� 4.452 "WWI Borer Qys&W ® HAD FRAME WITHIN CURTAIN 4.375 2.500 0.875 0.125 0.172 0.500 O9 THRESHOLD I 0.125 1.960 5.000 4.500 0.188 3.531 (350 SERIES) 5.000 (500 SERIES) 0.094 O DOOR ADAPTOR WITHIN 001 JAMB FRAMING CURTAIN WALL SYSTEM @ TOP RAIL 1.750 1.813 3.500 (350 SERIES) --1.960 --I 5.000 (500 SERIES) 2.000 0.186 F0.186 12 JAMB STILE USED WMi BUTT OR PIVOT HINGES 6.500 'y 11 BOTTOM RAILiI``�F ctr. 0 z O 0 z�m -moo Oov, Uh u1 N Low (� �8 U r o �n z 0 z OF W d 3.375 (350 SERIES) L ,J 3.335 (350 SERIES) L 3.500 (350 SERIES),f 4.t50 3.650 f' 4.150 4.875 (500 SERIES) I I 4.835 (500 SERIES) I 5.000 (500 SERIES) I 0.125 0.125 I 0.125 LENGTH = 1.250" 0.718 1.484 1.484 2.000L )) I ('�: I -i 2.000 2.000 17 SHEAR BLOCK 0.188 0.188 0.188 T 0.094 0.094 LENGTH = 2.438" LENGTH = 2.438" 13 CONTINUOUS USED WITH 14 INACTIVE MEETING STILE 15 ACTIVE MEETNG STILE 2.000�- 0.950 L=0:2T 0.0520.879 0.375 --- 0.726 0.844 .062 0.500 -i �-- �- 0.050 0.987 _L 21 JAMB DOOR STOP BODY 0.050-0 862 0.195 20 22 JAMB DOOR STOP COVER 23 THRESHOLD STOP 24 JAMB DOOR STOP 70P DOOR STOP 0.375 --I- - 0.070 0.188 --I �-- 0.188 0.125 1.354 f7 1,356 _L 1 27 INTERIOR A71NG 266 EXTERIOR I.G. GLAZING BEAD (TAPE GIe7ED3 Am 0.390 10.400 0.065 46 EXTERIOR GLAZING GASKET LENGTH = 4 I-- 0.250 01 1 _-I 0.95J 2 t 0.125 0.594 2g DOOR BOTTOM WEATHER SWEEP BODY 29 DOORB0 OM WEATHER SWEEP SCREW COVER 1.312 O O 1.500 1.250 _0.187 O O O (- 0• 30 THRESHOLD CLIP @ SHEAR BLOCK 1g SHEAR BLOCK 0.597 �-- 0.782 �T 0.226 I - I 0.070 1,356 0.070 1.356 0.080 1356 25A EXTERIOR MONOLITHIC 25B EXTERIOR MONOLITHIC GLAZING BEAD (WET GLAZING BEAD 26A E�ERIOR I.G. AZT/ GLAZED) ( GLAZING BEAD (WET GIAZEDI GLAZED) �- 0.242 0.492 �- 0..2488 0.011 0..2�488 0.011 L 37 144"I I.G. GLASS SPACER 38 11" I, , G Ac SPACER 1.687 Ynvnt s+mm�1>iag eiA a R09UCTNEVQYa AAW [lNid� BalAlag Code le o O UMv�i z mo_om U=N� 1 �UUn J m .h co o o zoo z gto m o a 0 W c jz ej 4�J z W o: of 12 ITEM # ITEM DESCRIPTION MANUFACTURER/NOTES ITEM # ITEM DESCRIPTION MANUFACTURER/NOTES '" :au °1O ;._ `"`w` PARTS HARDWARE CONTINUED TRIFAB 450 HEAD FRAMING 6063-T6 ALUMINUM 57 ACTIVE DOOR LOCK ASSEMBLY (LOCK OPTION 1) ADAMS-RITE 1850 3-POINT LOCK SYSTEM WITH KAWNEER'S CYLINDER, THUMBTURN & PUSH PACKAGE a TRIFAB 451 HEAD FRAMING 6063-T6 ALUMINUM IR500 501 HEAD FRAMING 6063-TB ALUMINUM K44 HEAD FRAMEWITHIN CURTAIN WALL SYSTEM 6063-T6 ALUMINUM 58 INACTIVE DOOR LOCK ASSEMBLY (LOCK OPTION 1) ADAMS-RITE FLUSH BLOTS 50-079 TOP FLUSH BOLT 50-075 BOTTOM FLUSH BOLT as TRIFAB 450 JAMB FRAMING 6063-TB ALUMINUM TRIFAB 451 JAMB FRAMING 6063-T6 ALUMINUM z 7 IR500 501 JAMB FRAMING 6063-T6 ALUMINUM 59 ACTIVE DOOR LOCK ASSEMBLY (LOCK OPTION 2) KAWNEER 1686 PANIC DEVICE SYSTEM WITH KAWNEER'S DEADBOLT (PANIC DEVICE ACTUATES TOP & BOTTOM SHOOTBOLTS)z 8 IDOOR ADAPTOR WITHIN CURTAIN WALL SYSTEM 6063-T6 ALUMINUM THRESHOLD 6063-T6 ALUMINUM TOP RAIL 6063-T6 ALUMINUM 60 INACTIVE DOOR LOCK ASSEMBLY (LOCK OPTION 2) KAWNEER 1686 PANIC DEVICE (PANIC DEVICE ACTUATES TOP & BOTTOM SHOOTBOLTS BOTTOM RAIL 6063-T6 ALUMINUM N12 JAMB STILE USED WITH BUTT OR PIVOT HINGES 6063-T6 ALUMINUM 61 ACTIVE DOOR LOCK ASSEMBLY (LOCK OPTION 3) FALCON HH 1690 OR VON DUPRIN HH9947JAMB CONSEALED VERTICAL ROD PANIC DEVICE SYSTEM WITH SCHLAGE'S DEADBOLT (PANIC DEVICE ACTUATES TOP & BOTTOM SHOOTBOLTS STILE USED WITH CONTINUOUS HINGES 6063-T6 ALUMINUM INACTIVE MEETING STILE 6063-TS ALUMINUM o o c� 1 S o - J * w o N o_ ? a o o u,, o n 0 n< o < � rn coi vSv U o 3 Lo a �� Z ACTIVE MEETING STILE 6063-T6 ALUMINUM 17 ISHEAR BLOCK 6063-T6 ALUMINUM 62 INACTIVE DOOR LOCK ASSEMBLY (LOCK OPTION 3) FALCON HH 1690 OR VON DUPRIN HH9947 CONSEALED VERTICAL ROD PANIC DEVICE SYSTEM (PANIC DEVICE ACTUATES TOP & BOTTOM SHOOTBOLTS) 18 SHEAR BLOCK 6063-T6 ALUMINUM 19 SHEAR BLOCK 6063-T6 ALUMINUM 20 TOP DOOR STOP 6063-T6 ALUMINUM 21 JAMB DOOR STOP BODY 6063-T6 ALUMINUM 65 PUSH-PULL HANDLE AS REQ'D 22 JAMB DOOR STOP COVER 6063-T6 ALUMINUM FASTENERS 23 THRESHOLD STOP 6063-T6 ALUMINUM PLACED ® MID -SPAN OF SILL 69 NO. 10 X 1 19 32" PHTF SCREW 4 PER SHEAR BLOCK 24 JAMB DOOR STOP 6063-T6 ALUMINUM 70 NO. 10 X 9 16" FHTF SCREW 2 PER SHEAR BLOCK 25A EXTERIOR MONOLITHIC GLAZING BEAD WET GLAZED) 6063-T6 ALUMINUM 71 NO. 6 X 3 8" FHTF SCREW WITHIN 2" FROM ENDS & 10" MAX. O.C. 25B EXTERIOR MONOLITHIC GLAZING BEAD TAPE GLAZED 6063-T6 ALUMINUM 74 NO. 12 X 1 7 8" FHTF SCREW 4 PER SHEAR BLOCK 26A EXTERIOR I.G. GLAZING BEAD WET GLAZED 6063-T6 ALUMINUM 75 NO. 12 X 1" PHTF SCREW 3 PER HORIZOMAL 266 EXTERIOR I.G. GLAZING BEAD APE GLAZED 6063-T6 ALUMINUM 76 NO. 8 X 3 8" PHTF SCREW WITHIN 1" FROM ENDS & 16° MAX. O.C. 27 INTERIOR GLAZING BEAD 6063-T6 ALUMINUM 77 NO. 12-24 X 9 16" SCREW B PER HINGE 28 DOOR BOTTOM WEATHER SWEEP BODY 6063-T6 ALUMINUM 78 5 16"-18 X 5 8" SCREW NO. 2 PER TOP PIVOT HINGE 29 DOOR BOTTOM WEATHER SWEEP SCREW COVER 6063-T6 ALUMINUM 30 THRESHOLD CLIP 1010-1020 H.R. STEEL 79 12-24 X 9 16" SCREW 2 PER INTERMEDIATE PIVOT HINGE z o 00 A2 T 80 1 4-20 X 3 B" SCREW 3 PER BOTTOM PIVOT HINGE 37 �4"TG-GLASS-SPAC 3005-OR-3'T05-ALUMINUM —8f— N0�2-24-X 13 2-SCREW -2-9 -16"-FROM-ENDS-8-5 1 8"-MAX.-O.C, 38 1 2" J.O. GLASS SPACER 13005 OR 3105 ALUMINUM 82 NO. 8 X 3 8" FHTF SCREW WITHIN 1" FROM ENDS & 9" MAX. O.C. = o o c � -p ED" z� L�7d a� & 5 NN Z y 3 Pi 3 3 B SEALS & SEALANTS 83 N0. 6-18 FHTF SCREW 10 PER LEAF 44 DOOR BULB WEATHERING ALCRYN DUROMETER 70 + -5 &RIGID PVC 84 N0. 10 X 1 2" FHTF SCREW WITHIN 3" FROM ENDS & 11 1 8" MAX. O.C. 45 DOOR SWEEP NEOPRENE 91109uCrkrViaEp pty�n{y� �Ilb off cwimalm ■d" p��2 L 'o■.p■op /-oyjO.D y E�pintke a / n tO+Aai lwde 0Y s C.. I• F^ �— (4T 1114wIpoGt r _ _ f"fYS i'{;t'x - • 46 EXTERIOR GLAZING GASKET TREMCO TR-13536E EPDM DUROMETER 70 + -5 47 5 16° X 5 16° GLAZING TAPE POLYURETHANE FAOM DUROMETER 30 + -5 48 1 4" X 1 4" GLAZING TAPE POLYURETHANE FAOM DUROMETER 30 t -5 49 ADJUSTABLE ASTRAGAL WEATHERING 5052-H32 ALUMINUM NYLON'POLYURETHANE EPDM 5o o.090" X 0.875" GLAZJNG TAPE 3M CONFORMABLE ACRYLIC FOAM HARDWARE 54 BUTT HINGE HAGER 037-264 0 E� ��'...hz 3a 55 TOP OFFSET PIVOT HINGE KAWNEER N0. 050-322 INTERMEDIATE PIVOT HINGE KAWNEER NO. 037-233 037-234 BOTTOM OFFSET PIVOT HINGE KAWNEER NO. 050-326 050-327 56 CONTINUOUS HINGE HAGER ROTON 050-820 - ORAWI R 1821 SHEET NO. 12 OF 12