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CC16-652 0 NOT":.- LL SHEET MUS BE E IEWED NOT MIAMI-DADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT Herbert S.Saffir Pennitting and Inspection Center 11805 SW 26th Street(Coral Way) • Miami, Florida 33175-2474 • (786)315-2100 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE AND/OR DEPARMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT PROVIDE MUNICIPAL PROCESS NUMBER MBER HERE /� II F Job Address I� �� �r� ✓f Contractor No. C 10 01 LL l C W Folio II 7,13L _ 006 _0050 o C Last four(4)digits of Qualifier No. a C Lot u Block Contractor Name �W Z, °C Qualifier Name rY -S o a Subdivision PBpg v z Addre IW tj P Metes and bounds City -Statektz,P,3sqq [ ] New Construction on [ ] Demolish Current u of property ii [ o"S F Vacant Land [ ] Shell Only z ['Alteration Interior [ ] Addition Attached 7�I 02 [ ] Alteration Exterior [ ] Addition Detached Description of Work C [ ] Relocation of Structure [ ] Re-Roof a [ ] Enclosure [ ] Foundation Only g [ ] Repair [ ] Tent Sq.Ft. Units Floors [ ] Repair Due to Fire Value of Work 001 Mo . [ MBLD' [ ] Chg.Contractor Owner fA W W Category �_ [ ] Re-Issue Address [ ] MELE y [ ] Re-Stamp y City I � to ip [ ] MLPG [ ] Revision W Phone Ic W [ ] MMEC [ ] Not Applicable for Last four(4)digits of [ ] FIRE X Fire C Owner's Social Security No. cc Name f d� Owner Ca Addre l�3 w Z Address W Y City State Zip n. 3� v z City State_Zip ->� �, a a W Phone Phone I am requesting a Special Request Plan Review(SRI)to be scheduled as soon as possible at the rate of$190 for the first hour g I¢ and$65 per each additional hour in addition to the review fees. Minimum charge one-hour. OILS ra W 1-Request: Date: LUw� 2-Request: Date: 3'd Request: Date: 1 am requesting Optional Plan Review(OPR)to be scheduled as soon as possible at the rate of$75 for each discipline. a Additional review fees may apply. r ZO C 111 Request: Date: va o E 2-Request: Date: 2� W aro Request: Date: 0 123_01-192 6/10 i BUILDING PERMIT CATEGORIES CATEGORY DESCRIPTION PERMIT TYPE v BUILDING 01 GENERAL BUILDING-COMMERCIAL MBLD 02 SUB-GENERAL BUILDING-RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 METAL AWNING&STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS(SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK-IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS(GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES(ASPHALT, FIBERGLASS) MBLD 96 SHINGLES(METAL ROOFS/WOOD SHINGLES&SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT/EXHIBIT MBLD ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS/STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS/PUMPS &POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE i a MIAMI•DADE 'EWE(` MIAMI-DADE COUNTY `ii�� ODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESO 14 Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.miamidade.gov/economy Kawneer Company,Inc. QALLQy 555 Guthridge Court Norcross,Georgia 30092 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 350 HW Aluminum Outswing Storefront Doors APPROVAL DOCUMENT: Drawing No. 1821,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 Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small 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 per sheet 2,4, 5&6 must be as follows: 2. 1 Door opening width"+5"(IR 500/IR 501 frame)OR+4"(TRIFAB 450)OR+3.5"(TRIFAB 45 1) 2.2 Door opening height"+2.5"(IR 500/IR 501 frame)OR+2"(TRIFAB 450)OR+1.75"(TRIFAB 45 1) 3.When Doors are used in Storefront or Curtain Wall system,lower DP of the door or System shall control. 4.Item#3, IR 500/501 Head frame must be a sinnle piece extrusion. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo, city,state and series and following statement: "Miami-Dade County Product Control Approved",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 consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.12-0823.11 Mu4r7I•DADe 4 r�r Expiration Date: December 13 2017 Mai Approval Date: December 13,2012 Page 1 1 Kawneer Company,Inc. = NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. 1821,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. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing storefront doors, prepared by Architectural Testing, Inc., Test Report No.B3877-01-550-18 dated 05/22/12 (Specimen# 1 A, 1 B, 1 C, 1 D,2A,213, 3,4 &5),signed and sealed by Vinu Abraham,P. E. 2. Reference Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with marked—up drawings and installation diagram of aluminum outswing door and outswing door w/storefront,prepared by Hurricane Testing Laboratory, LLC,Test Report No. HTL—G049-0804-10,dated 10/26/10,HTL--G049-0201-09 dated 07/01/09 , HTL—G049- 0310-08, dated 09/23/08,HTL—G049-1005-06 dated 01/31/07 and HTL—G049-0111-06 dated 01/17/06,all signed and sealed by Vinu J. Abraham,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by W.W Schaefer Engineering&Consulting, P.A., dated NOV 15, 2012, signed and sealed by Warren W. Schaefer, P.E. 2. Glazing complies w/ASTME-1300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Sentry Glass®",expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours&Co.,Inc. for their"DuPont Butacite PVB ®",expiring on 12/11/16 F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest dated 11/15/12,prepared, signed and sealed by Warren W. Schaefer, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal#11-1222, dated 11/12/11 approved by PERA. Is aq I.Chanda,P.E. Product Control Examiner NOA No. 12-0823.11 Expiration Date: December 13,2017 Approval Date: December 13,2012 E-1 ALLOWABLE SIZE PRESSURE TABLE FRAME ANCHOR REQUIREMENTS TABLE DOOR MAX. MAX. MAX. MAX. LOCK GLASS MISSILE ALLOWABLE PRESSURE OPENING TYPE FRAME & MULLION PLATE TO MINIMUM MINIMUM '�' m/1 " TYPE DOOR DOOR D.L.O. D.L.O. OPTION OPTION LEVEL (+/- PSF) (SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST. OPENING OPENING WIDTH HEIGHT DOORS IN 450, DOORS IN (IN.)WIDHEIGHT (IN.) (IN.) (IN.) (3) (1) (2) 451OR FRAMES 00 IR500/501 (2)MIN, 2X6 W000 FRAME OR BUCK FRAME A E4 CR1/4SGR. 5 COARSE THREAD 96 96 38 13/16 83 13/16 1 OR 2 1, 2 OR 5 D 110 90 (MIN. GR. 2 & G=0.55) SCREW OR 1/4" CONCRETE SCREW 1 1/4" 3/4" DOUBLE 96 96 138 13/16 83 13/16 1 5 E 110 90 MIN. 16 GA. 33 KSI METAL STUD 1/4- GR. 5 SELF TAP/DRILL SCREW FULL 1/2- 72 108 130 13/16 95 3/16 1 OR 2 1 OR 2 D 110 90 MIN. 1/8"THK A36 STEEL 1/4" GR. 5 SELF TAP DRILL SCREW FULL 1/2- 96 96 38 13/16 83 13/16 1 THRU 3 1, 2, 3 & 5 D 70 70 MIN. 0.100"THK 6063—T5 ALUM. 1/4- GR. 5 SELF TAP/DRILL SCREW FULL 1/2- 72 96 30 13/16 83 13/16 1 THRU 3 4 D 60 60 (3)MIN. C-90 CONCRETE FILLED BLOCK (1) 1/4" CONCRETE SCREW 1 1/2" 2 1/2" 48 96 38 13/16 83 13/16 1 OR 2 1, 2 OR 5 D 110 90 MIN. 3000 PSI CONCRETE (1) 1/4" CONCRETE SCREW 1 3/4" 2 1/2" SINGLE 96 38 13/16 83 13/16 1 5 E 110 90 (1)CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE—FLEX (S.S.), ITW 36 108 30 13/16 95 3/16 1 OR 2 1 OR 2 D 110 90 RAMSEf/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK—CON II (C.S OR S.S.). $ 48. 96 38 13/16 83 13/16 1 THRU 3 1, 2, 3 & 5 D 70 70 (2)2X6 BUCKS SHALL BE OF A MINIMUM DEPTH REQUIRED TO MEET ANCHOR EDGE DISTANCE 36 96 30 13/16183 13/1611 THRU 3 1 4 D 60 60 REQUIREMENTS BUT NO LESS THAN 4 1/4". LOCK OPTIONS: (3)CONCRETE FILLED BLOCK SUBSTRATE IS NOT APPLICABLE AT HEAD & SILL • 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 COMER CQNSTIRUCTDR, 0E-w DEVICE (ITEM #60) AT INACTIVE PANEL TRIFAB 450 OR 451 EMI&LffAk VERTICAL MEMBERS RUN THROUGH WHILE THE HORIZONTAL MEMBERS ARE SQUARE CUT, ZU o � • OPTION 3 = SCHLAGE DEADBOLT WITH & EITHER FALCON HH 1690 OR VON DUPRIN HH9947 CVR PANIC BUTTED AND MECHANICALLY FASTENED TO THE VERTICAL MEMBERS VA A SHEAR BLOCK(REM 017).THE SHEAR BLOCK IS MECHANICALLY FASTENED TO THE VFRUCAL FRAME MEMBER WITH 4 NO.10 X 1 19/32'PHTF SCREWS.THE HORIZONTAL W) DEVICE (ITEM X61) AT ACTIVE PANEL & EITHER FALCON HH 1690 OR VON DUPRIN HH9947 CV PANIC DEVICE (ITEM FRAME MEMBERS ARE ATTACHED TO THE SHEAR BLOCK WITH 2 NO.10 X 9/16-FHTF SCREWS CORNERS ARE SEALED W ITT #62) AT INACTIVE PANEL WITH SUCONE SEALANT. / z s nogg o, BDt FRAME HFAo•VERNAL MEMBERS RUN THROUGH WHALE THE HORIZONTAL MERGERS ARE SQUARE cur.BUTTED H Rr'4 PRESSURE TABLE FOOTNOTES: AND MECHANICALLY FASTENED TO THE VERTICAL MEMBERS VIA A SHEAR BLOCK(ITEM 018).THE SHEAR BLOCK IS I O O (1) FOR GLASS OPTIONS SEE GLAZING DETAILS ON SHEET 11. MECHANICALLY FAMED TO THE VERDCAIL FRAME MEMBER WITH 4 N0.12 X 1 7/8'FHTF SCREWS.THE HORIZONTAL I w n FRAME MEMBERS ARE ATTACHED TO THE MULLION WITH 3 NO.12 X i'PHTF SCREWS.CORNERS ARE SEALED WITH (2) WHEN MISSILE LEVEL E IS REQUIRED ONLY LOCK OPTION 1 & GLASS OPTION 5 ARE APPLICABLE. SILICONE SEALANT. FRAME HEAD WORN 1600 SYSTEM 1 CURTAIN WALL'L•VERTICAL MEMBERS RUN THROUGH WHILE THE HORIZONTAL MEMBERS C V)z NOTE: THESE DOORS ARE NOT APPROVED FOR USE WHERE WATER INFILARE SQUARE CIT,BUTTED AND MECHANICALLY FASTENED TO THE VERIICAL MEMBERS VIA A SHEAR BLOCK(REM 019).THE TRATION RESISTANCE SHEAR BLOCK IS MECHANICALLY FASTENED TO THE VERTICAL FRAME MEMBEt WITH 4 NO.10 X 1 19/32°PHTF SCREWS. IS REQUIRED BY THE DOOR. UNLESS UNITS ARE INSTALLED IN NON—HABITABLE AREAS THE HORIZONTAL FRAME MEMSEaS ARE ATTACHED TO THE SHEAR BLOCK WITH 2 NO.10 X 9/16'FHTF SCREWS.CORNERS WHERE THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION, UNITS SHALL ARE SEALED WITH SILICONE SEALANT• d SILL;VERTICAL MEMBERS RUN THROUGH WHILE THE THRESHOLD IS SQUARE CUT.BUTTED AND MECHANICALLY FASTENED TO BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG WHERE—BY THE THE VERTICAL OBER VIA A PIVOT ASSEMBLY OR CLIP(ITEM 030).THE CLP IS MECHANICALLY FASTENED TO THE W w OVERHANG(OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER FBC SECTION 1715.5. VERTICAL FRAME MEMBER WITH 3 NO.12-24 X 3/8'FHMS.THE THRESHOLD MEMBER IS ATTACHED TO THE CUP BLOCK O WITH 2 NO.12-24 X 3/8'FHMS.CORNERS ARE SEALED WITH SILICONE SEAIANT. N V, GENERAL NOTES: DOOR PANEL:VERTICAL STILES RUN THROUGH AND ARE SECURED TO THE RAILS AT THE TOP&BOTTOM WITH 1/4'THICK p 1. THESE WOR SYSTEMS HAVE BEEN TESTED.ANALYZED&APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE EXTRUDED MIANNELS.EACH CHANNEL IS FASTENED TO THE STILE&RAIL WITH 1/4-20 X 3/4'PHMS&3/18'THICK Z SHOWN IN THE`ALLOWABLE DESIGN PRESSURE TABLE(S)'. STEEL NUT PLATES.THE INTERSECTION OF EACH CORNER JOINT WAS WELDED WITH A 1/2'DIA.PLUG WELD AND A 1 1/8' LL OPE71 N BUCKING&BUCKING FASTENIL. ERS MUST BE PROPERLY DESIGNED&INSTALLED TO TRANSFER WIND LOADS TO LANG FILET WELD AT BOTH WEBS OF THE RAIZAv T3H THE STRUC O l ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH THESE OPAWINGS&SHALL NOT VARY UNLESS SPECIFICALLY 235d legS MENTIONED ON THE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR S UCCA. 033 4. THE DETAILS&SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED&PROPOSED FOR WATER,AIR IMPACT, CYCLIC&UNIFORM STATIC ADR PRESSURE TESTING W CONFORMANCE WITH THE FLORIDA BUILDING CODE PROTOCOLS TAS-201, 202&2D3 FOR LARGE MISSILE IMPACT DOORS. 8. THESE WOR SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA J.. BUILDING CODE(FBC)INCLUDING HIGH VELOCRY HURRICANE ZONES(HOUR). t� 9 & DPACT SHUTTERS ARE NOT REQUIRED WITH THESE DOORS. V *aft To/o•, �$ RALL ANCHORS SECURING DOOR FREETO EADIIOODFRAMING SHALL BE CAPABLE OF E:IS CAWTP �TWG CHEMICALS W THE WOO1 BIZ �a®��eR •{c•L•°Oy�O IL OETERMONE THE POSITIVE&NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCWLENTS IN ACCORDANCE 11 eee�fi "•g�a9�"B� WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WTIH THE FLflR4OWde ppiM a Q ,"••• •"o•-y F9. NOLORIDA IBUCG CWEALOWABLE STRESS HAS BEEN USED W THE CERTIFICATION OF 7H6 PRODUCT. WIND LOAD A DIRECTIONALITY FACTOR OF Kd-0.85 MAY BE APPLIED PER THE ASCE-7 D DURATION �S�qq��L�.,-• `L V� �' L 7•• ''�� FACTOR Cd-1.6 WAS USED FOR WAD SCREW ANALYSIS ONLY. U" I&MATERIALS,INCLUDING BUT NOT LIMITED TO srm _ SHAT MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20ME INTO CONTACT WITH OTHER DISSIMILAR MATERIAE e ;•U .+F- t�t�i ¢? C O �v01 N APPLICABLE ONLY TO THE PRODUCT 7HkY COY Nor BE USED FOR THE ASSEMBLY 1 821 OR /OR INSTAUATION Of ANY 01HER PRODUCT NOR COY BE USED FOR RATIONAL AND/OR LOCAL APPROVAL SHEET NO. ANY PRODUCT NOT PRODUCED BY THE MANUFACTURER 1 OF 12 FOR MAX DOOR FOR MAX DOOR OPENING WIDTH, OPENING WIDTH, SEE 2 1/2' WITH IR5O0/501 FRAMING; SEE SIZE/PRESSURE TABLE ON SHEET 1 2" WITH TRIFAB 450 FRAMING; SIZE/PRESSURE SEE CORNER CONSTRUCTIONTABLE ON SHEET 1 H DESCRIPTIONS 'AlAi 1 3/4"WITH TRIFAB 451 FRAMING Al A2 $ 2 1/2" WITH IR500/501 FRAMING; ON SHEET 1 7 7 7 7 2" WITH TRIFAB 450 FRAMING; 1 3/4"WITH TRIFAB 451 FRAMING II OPPOW C7 / D7 I I � C1 t \ OPPOSITE 7 8 \ 7 w it C2 D2 I I C2 w•- E7 Cl N INACTIVE B I I 7 m N B I \ 7 w I I wE2 I C2 0 9 FOR MAX I I 57 \ w �^ I 57 $ =0 "wD.L.O SEE I I LOCK =O ' t ,_wWN I LOG<tz \ w w a TABLE ON I I j5� H Z o� rn SHEET 1 J- v)0 Aj oY2 �� \- --- --- - oa --- - z�rn GS12 En o Of 9 II a ., 62 60 1 1 59 61 � 1 59 61w�n N LOOK LOCK LOCI( LOGO w LOCK LOCK C9 p l m to ,... OPTION 3 OPTION 2 I I OPTION 2 OPTION 3 p OPTION 2 OPTION 3 z I�r 'q- 12-0 w SB \ I I 1 I 61 L �cso�n 12i z J EXTERIOR ELEVATION: FOR MAXDA-0 SEE i DOUBLE DOOR WITH TRIFAB 450, 451 OR IR500f501 SIZE/PRESSURE N FRAMING TABLE ON SHEET 1 0 SCALE: 1/2' = 1'-O" EXTERIOR ELEVATION: Z m (FOR INSTALLATION REQUIREMENTS NOT SHOWN, SEE INSTALLATION ELEVATIONS SINGLE DOOR WITH TRIFAB 450, 451 OR errrtrnrcaew < ON SHEETS 4, 5 & 6) IR500J501 FRAMING ez„�._6w"T-`�°'•" (FOR HINGE REQUIREMENTS, SEE HINGE LOCATION DIAGRAMS ON SHEET 3) o n ' SCALE: 1/2' = 1'-0" (FOR INSTALLATION REQUIREMENTS NOT SHOWN, SEE INSTALLATION ELEVATIONS ON SHEETS 4, 5 & 6) \ (FOR HINGE REQUIREMENTS, SEE HINGE LOCATION DIAGRAMS ON gg- SHEET 3) v�'"%'ti Lollif " 3$ j'�' 8#as ALLOWABLE DESIGN PRESSURE S-co sy o Q w e SEE SIZE PRESSURE TABLE ON SH �$ a F — - N EET 1 A THE 450, 451 & 500/501 SUPPORT FRAMING MAY BE a yO Z CONFIGURED FOR AND INSTALLED INTO A PUNCHED X10,s °°••., w OPENING AS SHOWN5��` �j Z FRAMING SYSTEM IFOPART OF A STORE BE PRT OF ASFRONTORE � l IONT FRAMING �'���OiI0�a® SYSTEM, THE LESSER OF THE ALLOWABLE PRESSURE s SPECIFIED IN THE STORE FRONT APPROVAL AND THAT STATED HERE-IN SHALL CONTROL FOR THE OVERALL 182,1,* SYSTEM. sNtFT No. 2 - 12 �--------------------�C-------------n BUTTroP 6 3/16' norms �.s I i-a m/1e/+a I I I I I HINGE I I I HINGE 1600 SYSTEM 1 1I I CENTER S I I I I CURTAIN WALL UNDER 7 I I PANEL II I SEPARATE APPROVAL II EQUAL 7/8• DOOR I FOR MAX DOOR OPENING WIDTH, I 7/8• DOOR g� INTERMEDIATE JAMB I SEE SIZE/PRESSURE TABLE ON SHEET 1 I JAMB II PIVOT HINGE HINGE I F I II CENTER CENTER 1 3/4• I 9 II DQOR HEAD JAMB —— ————— I — � EQUAL ------------ t------------i i PANEL •X" BUTT HINGE INTERMEDIATEEL CENTER PIVOT I 81 I I I HINGE wG I I H w I I CENTER 9 1 9 I I I EQUAL I I I L I I Btm Y` U N o� I II I a� II HINGE 0 zo I p I I Sic I L I I CENTER 9 3/4• BOTTOM z T� I SIZE/PRESSURE I OPTION t I N I I HINGE o $� I X19 TABLE 01 I I I "z I I --r z Mw I ------ __--__ I o,� 11 BUTT HINGE LOCATION DIAGRAM P4�Nool N I I I I SCALE: 1/2• = 1'-0• PIVOT HINGE LOCATION DIAGRAM 5 "L g w I I I I ' I I SCALE: 1/2• = 1'-0" o w z 62 60 59 61 N I LOCK LOCK I I �cK LOCK I I I •X' = DOOR OPENING 1 cz OPTION 3 OPTION 2 OPTION 2 OPTION 3 w o I \ I I 91 I I I HEIGHT/(NUMBER OF INTERMEDIATE HINGES + W z !-K t l i 7 // 1 -----------/� •Y' = eXe - 13/16' NO EXTERIOR ELEVATION: 2^ 6.4 # DOUBLE DOOR WITHIN 1600 SYSTEM 1 CURTAIN WALL " � $ �{ SCALE: 1/2° = 1'-0• ey 1,a I.LG,nv (FOR HINGE REQUIREMENTS, SEE HINGE LOCATION DIAGRAMS ON THIS SHEET.) ALLOWABLE DESIGN PRESSURE SEE SIZE PRESSURE TABLE ON SHEET 1 NOTES: .. ... 1. FOR DOOR INSTALLATION CONDITIONS NOT SHOWN, SEE a�V�QA to 0• INSTALATION ELEVATIONS ON SHEET 4, 5 & 6. gy •� �5�2� F 2 DOUBLE DOOR SHOWN, SINGLE DOOR CONDITION ALSO APPLIES. 0$?v Q; �- 3. FOR CURTAIN WALL FRAMING REQUIREMENTS, SEE RESPECTIVE CURTAIN WALL APPROVAL �Zy �Ze�j0 a14 4. ALTHOUGH DOOR SECTION IS SHOWN AT A SIDE JAMB,THE ANY BAY OF THE CURTAIN WALL & THE MAY BE LOCATED IN �HALL coFOR NTROLTHE DOOR THE RAND THAT i111111110"PRo�°�` PRESSURE ON THE ASSEMBLY. 1821 sNrfT Na 3 of 12 3 cim.x m m/ie„x 5” MAX. E.Q. SPACING E.Q. SPACING 5" MAX. 5" MAX. -{ E.Q. SPACING 5" MAX. 6" MAX�I 4" MAX. 4^ MAX NOTE: WHEN JOB ��`' I \ 54 NOTE: WHEN JOB I I UT En ii�� I \ � REQUIRED tB 4' PRESSURE IS m HNM INACTIVE I I 4" + 70 PSF OR 4" PRESSURE IS —\ /- I ACI 1 � 4" +/-70 PSF OR 4" LESS, THESE x \ 4" OUTER MOST o W I 4" LESS, THESE II BUTT HINGE \ SCREWS AT EACH m o \ 4" OUTER MOST FRAME SCREWS I I CENTER HINGE LOCATION I BUTT HINGE SCREWS AT EACH $ WHERE SHOWN. ARE NOT REQUIRED I CENTER HINGE LOCATION 4• 3 ARE NOT REQUIRED --SEE "FRAME-- 4 _ 4" ANCHOR --- ------ 4" �3 —______ _----- " REQUIREMENTS 4" 4" TABLE" ON SHEET I I / 4" �' 4" cs cv 1 FOR I I / i FRAME SCREWS WHERE ? o REQUIREMENTS. ux I I N I SHOWN. SEE "FRAME p \ 0 00 NOTE: WHEN JOB\ I REQUIREMENTS TABLE" c� �I I / REQUIRED PRESSURE IS °v / +/-70 PSF OR LESS, r I ON SHEET 1 FOR z 8 7 I I SCREW SPACING MAY BE I REQUIREMENTS. 0 0 INCREASED TO 17" D.C. 6" MAX. WITH ALL SUBSTRATES 6"� B" MAX. oto nit THESE 2 FRAME ANCHORS ARE I a ONLY REQUIRED WHEN DESIGN 1MRIOR ELEVATION: --1 PRESSURE EXCEEDS +/-70 INSTAL!AT1ON REQUIREMENTS FOR SINGLE PSF (fYP. HEAD AND SILL)ILL) w DOORS WITH BUTT HINGES z EXTERIOR ELEVATION: SCALE: 1/2" - l'—O" N FOR DOOR DETAIL NOT SHOWN, SEE ELEVATIONS ON Ap�rwaa lI�LSTALLATION REQUIREMENTS FOR DOUBLE DOORS Baa —M z z m WITH BUTT HINGES SHEETS 2 & 3) apex 1 1 z scaLE: 1/2" = 1'—a" (FOR DOOR DETAIL NOT SHOWN, SEE ELEVATIONS ON SHEETS 2 & 3) co aeweror�orordr 3a1 a�y� Tom' LL 64 ijg�_ pZp o _ a Op$J� F THE CONDITIONS SHOWN IN THESE ELEVATIONS CONSIDER ' THE PERIMETER FRAMING TO BE INSTALLED TO A PUNCHED WALL OPENING OR CURTAIN WALL SYSTEM OPENING. v ,• ���.O W WHEN DOOR PANELS ARE INSTALLED INTO A 450, 451 OR �i b ••,, y��` v z 500/501 STOREFRONT SYSTEM (NOT A PUNCHED �°db ''•••••«'•' `�° STORE FRONT INSTALLATION R. UIREMENTS OFTHE OAP DOOR PANELS BEING HINGED AND LOCKED TO THE FRAMING AS 1821 SHOWN HERE-IN. SHEET NO. 4 of 12 rar rx3 3 5' MAX. E.Q. SPACING EQ. SPACING 5' MAX. 5° MAX. E.Q. SPACING 5" MAX. 6" MAX. _ g 4' MAX. 4" MAX I 55 NOTE: WHEN JOB \ 55 NOTE: WHEN JOB REQUIRED `� PrroT REQUIRED '�- - 4' PRESSURE IS INACTIVE i i \ 4' +/-70 PSF OR N 4' PRESSURE IS / I iu:iil vtL 4" , PSF OR I 4' UTER MOST o ESS, THESE �e ffi 141 LESS, THESE II PIVOT HING m 4' SCREWS AT EACH o 4' OUTER MOST FRAME SCREWS 1 1 CENTER HINGE LOCATION I PIVOT HING \ SCREWS AT EACH WHERE SHOWN. ARE NOT REQUIRED I CENTER HINGE LOCATION —_SEE 'FRAME—— —————— — 4' 3 4' ARE NOT REQUIRED ANCHOR ——————— 4' cS 3 ------ — REQUIREMENTS ¢" o —————— 4' TABLE' ON SHEET I I 4' 4` 1 FOR 1 I o I FRAME SCREWS/WFIERE 4' ? o REQUIREMENTS. I I I SHOWN. SEE "FRAME V,, to NOTE; WHEN JOB 1 ANCHOR ow V) Lo REQUIRED PRESSURE IS REQUIREMENTS TABLE' Q;06 I 11 +/-70 PSF OR LESS, 1 ON SHEET 1 FOR z � . I I SCREW SPACING MAY BE 1 REQUIREMENTS. r� I 11 INCREASED TO 17'O.C. 6' MAX. WITH ALL SUBSTRATES 6"T�• 6' MAX. S ,� I — —T �z THESE 2 FRAME ANCHORS ARE 1 ONLY REQUIRED WHEN DESIGN EXTERIOR ELEVATION: _j PRESSURE EXCEEDSSILL) INSTALL ATION REQUIREMENTS FOR SINGLE '� PSF (TYP. HEAD AND SILL) DOORS WITH PIVOT HINGES o EXTERIOR ELEVATION: SCALE: 1/2' = 1'-0' N �, Z (FOR DOOR DETAIL NOT SHOWN, SEE ELEVATIONS ON wprprawyiyMBwiA� o INSTALLATION REQUIREMENTS FOR DOUBLE DOORS z WITH PIVOT HINGES SHEETS 2 & 3) o L [5 y SCALE: 1/2' = 1'-0' p0+U/Raft (FOR DOOR DETAIL NOT SHOWN, SEE ELEVATIONS ON SHEETS 2 & 3 a'4 zG ) s, Isu .t � a� Z R:j 60 THE CONDITIONS SHOWN IN THESE ELEVATIONS CONSIDER jWq oT F "' �p aw 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 OR500/501 ��a•'•.�� �'�y �a HED OPENING), THE INRONT SSTTALLATIREQUIREMENTS YSTEM NOT A C OF THE ''��b�••*PF����� s a STORE FRONT APPROVAL SHALL CONTROL WITH THE DOOR 111110,10 PANELS BEING HINGED AND LOCKED TO THE FRAMING AS DFAWNG 1821 . SHOWN HERE-IN. SHM NO. 5 - 12 fRIL Rf3 3" wm: are i.a� os/�e/is 5" MAX.� �E.Q. SPACING E.Q. SPACING--{ �5"+MAX. 5} MAX.� �E.Q. SPACING� �5" MAX. � I s 6" MAX. 6' MAX. II T �— I INACTNE I I IAL�EI, �'�^ y�' ( n�.ui .c►. II YKx� I I o`'' o w FRAME SCREWS II \ m o m o $ WHERE SHOWN. I I $ I —_SEE "FRAME— ANCHOR --— _—_--_—_--_ ----- U U — REQUIREMENTS o 3 0 TABLE" ON SHEET I I d / ci cv 1 FOR I I o I FRAME SCREWS WHERE ? o REQUIREMENTS. I I N'gg5 N I SHOWN. SEE "FRAME o -NOTE. WHEN JOB- ANCHOR REQUIRED PRESSURE IS I REQUIREMENTS TABLE" g g o ^� SCREW PA OR LESS, I ON SHEET 1 FOR I I � SCREW SPACING MAY BE I REQUIREMENTS. INCREASED TO 17' O6" MAX. .C. WITH ALL SUBSTRATES 6vlLil So s o THESE 2 FRAME ANCHORS ARE g nz ONLY REQUIRED WHEN DESIGN EXTERIOR ELEVATION: -� PRESSURE EXCEEDS +/-70 INSTALLATION REQUIREMENTS FOR SINGLEd PSF (TYP. HEAD AND SILL) sr�MYyB � w DOORS WITH CONTWUOUS HINGE �_ e z _ EXTERIOR ELEVATION: SCALE: 1/2' = l'-O' NOAw z N INSTALLATION REQUIREMENTS FOR DOUBLE DOORS (FOR DOOR DETAIL NOT SHOWN, SEE ELEVATIONS ON N1M7 i WMi CONTINUOUS HINGES SHEETS 2 & 3) A ��1,s � SCALE: 1/2' = 1'-O' 5`�$�j1 (FOR DOOR DETAIL NOT SHOWN, SEE ELEVATIONS ON SHEETS 2 & 3) o iia IgA zS J THE CONDITIONS SHOWN IN THESE ELEVATIONS CONSIDER _ z THE PERIMETER FRAMING TO BE INSTALLED TO A PUNCHEDt%%liffloollWALL OPENING OR CURTAIN WALL OPENING. X% WHEN DOOR PANELS ARE NSTALLEDSYINTO A 50, 451 OR %'ON 'FeR...*.da�a9°°i° �$ 500/501 STOREFRONT SYSTEM (NOT A PUNCHED �����P.•°° °° y, OPENING), THE INSTALLATION REQUIREMENTS OF THE ti v�/rir4i •4•Q;y+ a STORE FRONT APPROVAL SHALL CONTROL WITH THE DOOR8"' C p W! PANELS BEING HINGED AND LOCKED TO THE FRAMING AS m ev SHOWN HERE-IN. :Zy o,>�O �oS� 1821 sirM 6 or 12 SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS FRA ELME EVATION PER 'FRAME ANCHOR SCREW PER PER "FRAME ANCHORPER mm z REQUIREMENTS TABLE" ELEVATION REQUIREMENTS TABLE" 3/8" MAX. SHIM AT�(� III DOOR OPENING WIDTH 1-2 3SHI MAX. 3/8" MAX. EACH ANCHOR I SHIM AT SHIM AT 70 EACH ANCHOR EACH ANCHOR SEALANT SEALANT 5 6 BY OTHERS BY OTHERS 75 74 SEE GLAZING 6S 44 DETAILS ON 18 12 SHEET 11 75 FRAME SCREW 17 75 PER ELEVATION 2 1 0 � � 44 3 77 77 SUBSTRATE BY 1p = OTHERS PER 'FRAME ANCHOR z 76 20 w REQUIREMENTS EXTERIOR X TABLE' SEALANT 54 � EXTERIOR o z BY OTHERS �QQ �o o,-) o W SECTION pi g a Wto a EXTERIOR o Lo SCALE: 1/2 FULL 7/ &o w o (DOOR WITH TRIFAB 450 OR 451 FRAME & BUTT HINGE 8 i-x 4 CONDITION. FOR PIVOT AND CONTINUOUS HINGE CONDITIONS SEE GLAZING g' SEE ALTERNATE HINGE SECTIONS ON SHEET 8) S n DETAILS SHEET1ON SECTION Al 0 Loo SCALE: 1/2 FULL 7 (DOOR WITH TRIFAB 450 OR 451 FRAME) SECTION SCALE: 1/2 FULL 7 (DOOR WITH IR5OO/501 FRAME) SEE GLAZING w DETAILS ON (FOR DETAIL NOT SHOWN, SEE SECTION Al N i SHEEP 10 3/8" MAX. SHIM AT EACH ANCHOR DOOR OPENING WIDTH �c � g EXTERIOR SUBSTRATE BY 7 A , 13- �? CL g 11 c� OTHERS PER � 4 uj FRAME ANCHOR Ig;REQUIREMENTS g z TABLE' o FRAME SCREW 21 ��9011111BBBB� 9 71 28 o PER ELEVATION SEALANT 29 eP°•• °••~•�°y�Js���s BY 45 e co P`6j C OTHERS 3 I C' �— "3gv o c o1a o • `: '' . i :.t• .. 1/8" MAX. EXTERIOR �®i�b�'° A�c�Sa`® z v1 SHIM OR GROUT BY�ERS �s/A,,�*PRe`*% �SUB5TRATE BY OTHERS SECTION C2 a SECTION PER "FRAME ANCHOR SCALE: 1/2 FULL 7 gt REQUIREMENTS TABLE" (DOOR WITH IR5OO/5O1 FRAME & BUTT HINGE CONDITION. FOR PIVOT AND gam; 1/2 FULL 7 CONTINUOUS HINGE CONDITIONS SEE ALTERNATE HINGE SECTIONS ON SHEET 8) 182SHEET � (FOR DETAIL NOT SHOWN, SEE SECTION C1/7) 7 of 12 5 6 7 78 79 80 SEE GLAZING 12 13 83 DETAILS ON 49 SHEEP 11 0 O 58 O 0 81 55 EXTERIOR � 81 1 EXTERIOR EXTERIOR 56 14 65 $ 57 ALTERNATE HINGE SECTION 15 ALTERNATE HINGE SECTION (CONTINUOUS HINGE CONDITION) (PIVOT HINGE CONDITION) (FOR DETAIL AND INSTALLATION NOT SHOWN, SEE (FOR DETAIL AND INSTALLATION NOT SHOWN, SEE SECTION C1/7) SECTION Ci/7) SECTION D1 �' r.o 62 60 59 61 SCALE: 1/2 FULL 8 4 0 n o (DOOR WITH LOCK OPTION 1) to z rn 3/8" MAX. SHIM AT Z 8 EACH ANCHOR DOOR OPENING WIDTH �j 0 1 5 6 o !;+oBn C �O SUBSTRATE BY Ito Z OTHERS PER FRAME ANCHOR REQUIREMENTS 44 `t TABLE' SEE GLAZING z DETAILS ON FRAME SCREW SHEET 10 �� { M IVC Z06 c m PER ELEVATIONfamOr! 2lhwd L 14 65 EXTERIOR 4 a 15 EXTERIOR 19 8 SECTION D2 BY OTHERS s� tz 38 SCALE 1/2 FULL 8 °a ��oo� 34 (DOOR WITH LOCK OPTIONS 2 & 3) (FOR DETAIL NOT SHOWN, SEE SECTION D1/8) !�`in�P �« • „ N a SECTION E1 yaWy`` — o o U'= cm N SCALE: 1/2 FULL 8 4 3 R. �++ �=Q (DOOR WITH TRIFAB 450 OR 451 FRAME & LOCK OPTION 1. FOR x a 0 4o LOCK OPTIONS 2 & 3 SEE ALTERNATE LOCK SECTION ON SHEET 9) % a� .i1110 W1821 8 OF 12 3/8' MAX. SHIM DOOR OPENING WIDTH _ 1600 SYSTEM 1 _F� AT EACH ANCHOR — CURTAIN WALL UNDER +^� +8/+z 7 5 6 7 SEPARATE APPROVAL SUBSTRATE BY 59 61 O 1 I —— —_————_—— OTHERS PER S "FRAME ANCHOR 1 ��I REQUIREMENTS 22 '' I TABLE" B2 21 iJJt 70 FRAME PER ELEVATION 21 SEALANT BY OTHERS 1/4" MAX.J 69 19 SEALANT EXTERIOR EXTERIOR 4 BY OTHERS 57 12 12 FRAME 65 65 ANCHOR PER to ELEVATIONS w in a I sCSEECT10NULL 9 ALTERNATE LOCK SECTION a (LOCK OPTIONS 2 & 3) o azg $ N EXTERIOR �i (DOOR WITH IR500/501 FRAME & LOCK OPTION 1. FOR LOCK o OPTIONS 2 & 3 SEE ALTERNATE LOCK SECTION ON THIS SHEET) (FOR DETAIL AND INSTALLATION NOT SHOWN, SEE SECTION E1/8) 0 5 (FOR DETAIL NOT SHOWN, SEE SECTION E1/8) o ',nn F ——— 1600 SYSTEM 1 1600 SYSTEM 1 I I CURTAIN WALL UNDER CURTAIN WALL UNDER I I w II I SEPARATE APPROVAL SEPARATE APPROVAL I II SECTION F o SCALE: 1/2 FULL 9 N z II i DOOR OPENING WIDTH I II (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) a �I I 8 B II ms . FRAME II II II P li 1 15a„afarR6wYNNIC� _ 4+ r! FRAME ewe 1 a ANCPERHOR II II 24 24 II r II ANCHOR miumdbtlelrodea $ $ ELEVATIONS II I I PER ELEVATIONS �w 3� LL tj Go C3 I I eoaat911aoeero EXTERIOR EXTERIOR L=_= o co swy� " Oz Q of me e E �� SECTION c SECTION H s v>' z z "� SCALE: 1/2 FULL k.V SCALE 1/2 FULL 9 �i>��'y°"•....«••'�f�,�®`e`` (BUTT HINGE CONDITION SHOWN. PIVOT AND CONTINUOUS HINGE (BUTT HINGE CONDITION SHOWN. PIVOT AND CONTINUOUS HINGE CONDITIONS ALSO APPLY) CONDITIONS ALSO APPLY) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) 1 821 1 SHW NO. 9 - 12 OPTION BELOW OPTIONS BELOW SEE GLASS ISEE GLASS- 46 SEE GLASS �37 SEE GLASS OPTIONS BELOW � (`�T OPTIONS BELOW P1D;.� DOW 995 OR DOW 995 OR I I °�'BA2 25A TREMCO 46 TREMCO @-, 50 46 `� I PROGLAZE SSG 26A PROGLAZE SSG 258 268 $ J� 47 1- 48 3/4' MIN. BITE 27 3/4' MIN. BITE 27 27 � 27 3/4' MIN. BITE 3/4' MIN. BITE 10 11 12 13 10 11 12 13 10 11 12 13 10 1§112 13 14 15 16 14 15 16 SETTING SETTING SETTING SETTING 14 15 16 1416 BLOCK AS BLOCK AS BLOCK AS BLOCK AS REQ'D REQ'D REQ'D REQ'D 64 84 � � TYPICAL MONOLITHIC GLAZING DETAIL TYPICAL I.G. GLAZING DETAIL TYPICAL. MONOLM IC GLAZING MAIL TYPICAL I.G. GLAZING DETAIL $ Gleca ppmON. (WET GLAZED) GLASS OPT=, (WET GLAZED) (TAPE GLAZED) GLASS OpMMo (TAPE GLAZED) OPTION 1: 9/16"THICK LAMINATED OPTION 2: 1"THICK I.G LAMINATED GLASS (1/4' GLASS OP'f10NS 1 GLASS TE G LAMINATED OPTION 4: 1'THICK I. GLASS (1/4' HT. ST./0.090" DUPONT TEMP EXTERIOR; 1/2"AIR SPACE; 1/8' HE OPTION 3 9/16'THICK LAMINATED GLASS (1/4" HT. ( /4. ST./0.090' DUPONT BUT. ST.)TACITE PVB/1/4' HTEMP EXTERIOR; 1/2"AIR SPACE; 1/8' HT. SG/1/4' HT. ST.) ST./0.090' DUPONT SG/1/8' HT. ST. INTERIOR) ST./0.090' DUPONT BUTACITE PVB/1/8' HT. ST. OPTION 5: 1"THICK I.G LAMINATED GLASS (1/4" INTERIOR) zro TEMP EXTERIOR; 1/4"AIR SPACE; 3/16' Hi. oro ST./0.180' DUPONT SG/3/16' HT. ST. INTERIOR) 222555 UR gig 4.452 4.452 iii & I 0.125 LF 0.125 0.125 0125 0.125 4.452 I U o -7- 5 T a�arP.1YYBwt1r �u�iz 1.750 I Dace 12 0.090 2.313 2'0002.563 0.090 2.500-0.1880.094 1.750 1.813 ��� a � � 1 N ® HEAD FlteyE MfIfHRJ CURTAINIRFAB 450 HEAD FRAMING ELL o 21 O TRIFAB 451 am mm1NG O Q MQD4%1 HEAD FRAMING 3.500 (350 SERIES) jia -1.960--� 5.000 (500 SERIES) 8� 4.375 a 1.750 2.000 2.500 0.875 0.125 z 0.090 0.090 0.172 0.500 2.000 53 O 0.188 0-188 3 3 a 0.125 1.960 O 3 12 JAMB STILE USED WO'H BUTT OR MW HINGES d 6.500 d 4.500 4.500 5.000 4.500 e���@DEFER •, � ..... c� 3.531 (350 SERIES) ��S •°� pj•°•••�_et> -!�� 0.125 0.125 0.188 5.000 (500 SERIES) ®yam':--�y 0.094 A W S{-- Q x�� z ��fL$�p tiP pQrg�f 3 O TRIFAB 450 JAMB FRAMING ©TRIFAB 451 JAMB FRAMING 6 0 6 y F;•'a1� Qwm ffil�INGO C�JRTAIN W I I CVCTGtA 10 IQ�RAIL 11B=JA RAIL '�� 0'/'����cj `o��0 ,O�wo.12 3.375 (350 SERIES) L 3.335 (350 SERIES) L 3.500 (350 SERIES) • WAS 4.875 (500 SERIES) I 4.835 (500 SERIES) I 5.000 (500 SERIES) 4'1� 3.650 4.150 °'° .� „a1z 0.125 0.125 0.125 0.718 S LENGTH = 1.250" T 2.000 2.000 2.000 17 SHEAR BLOCK I 1'�4 1.484 0.188 � 0.188 � 0.188 � 0.094 0.094 LENGTH = 2.438" LENGTH = 2.438° 18 cure�tCK 13 JAMB STILE USED WTD1 14 1NAOTNE MEETING STILE 15 ACME MM STILE19 SHEAR BLOCK CONTINUOUS HWES 0.597--I �-- 0.782 { -� 2.000 -� 0.950 0.226 I- 0.062-� 0.052 FFU 0.879 0.375--I �-- 0.7�19 0 0.070 1.356 0.070 1.356 0.080 0.094 1.062 0.500 �- / 0.050 �0.050 0862 0.987- JAMB DOOR STOP BODY � 25AEXTERIOR MONOMIC TOP DOOR STOP MOR MONO 22 JAMB DOOR STOP COVER 23 THRESHOLD STOP P4 JAMB DDDR STOP @GLAZING BEAD GIAZMQ BEAD 25B (A E 26A1MOR LG. Q20 LENGTH = 4" GLAZING BEAD NIFj 0.188 �- I I I tGLA= MAW - 0.375 -� '1 0.250 0.125 -11- z z $ 0.1025 B 0.952' 0.125 �_I I 1.312 O O 0.242 0.492 w M 0.070 1 356 1.354 0.5_94_p 0.248 �--0.011 OT� 0.011 Z $0 4 Eli 27 1NIFBLOR GLAZING 28 DOOR BOTTOM ®DOOR BOTTOM 1.500 Vor 37 1/4' I.G. MASS SPACER ®112'i.•. Ass SP ER 268 EXTERKlR I.G. J WEMER SWEEP BODY WEATHER SWEEP 1.250 0.187 5 n GLAZING BEAD AaE SCREW CDVER o o M O _zi �v>z O O O Ld 0.400 ® 1.687 0.390 0O7W THRESHOLn CLIP 0065 zJ � m 46 EXTERIOR eel a KET 6a C, Ln c I- F i0®01111///►+ FERcs 90 Sal Ll1 2J44, ca 0 1821 stir No. 11 of 12 ITEM # ITEM DESCRIPTION MANUFACTURER/NOTES ITEM # ITEM DESCRIPTION MANUFACTURER/NOTES ► PARTS HARDWARE CONTINUED PD+-2 1 TRIFA 4450 HEAD FRAMING 6063-T6 ALUMINUM 57 ACTIVE DOOR LOCK ASSEMBLY (LOCK OPTION 1) ADAMS-RITE 1850 3-POINT LOCK 2 TRIFAB 451 HEAD FRAMING 6063-T6 ALUMINUM SYSTEM WITH KAWNEER'S CYLINDER, S 3 IR500 501 HEAD FRAMING 6063-T6 ALUMINUM THUMBTURN & PUSH PACKAGE 4 HEAD FRAME WITHIN CURTAIN WALL SYSTEM 6063-T6 ALUMINUM 58 INACTIVE DOOR LOCK ASSEMBLY (LOCK OPTION 1) ADAMS-RITE FLUSH BLOTS 5 TRIFAB 450 JAMB FRAMING 6063-T6 ALUMINUM 50-079 TOP FLUSH BOLT 6 TRIFAB 451 JAMB FRAMING 6063-T6 ALUMINUM 50-075 BOTTOM FLUSH BOLT 7 IR500 501 JAMB FRAMING 6063-T6 ALUMINUM 59 ACTIVE DOOR LOCK ASSEMBLY (LOCK OPTION 2) KAWNEER 1686 PANIC DEVICE SYSTEM WITH 8 DOOR ADAPTOR WITHIN CURTAIN WALL SYSTEM 6063-T6 ALUMINUM KAWNEER'S DEADBOLT (PANIC DEVICE 9 THRESHOLD 6063-T6 ALUMINUM ACTUATES TOP & BOTTOM SHOOTBOLTS 10 TOP RAIL 6063-T6 ALUMINUM 60 INACTIVE DOOR LOCK ASSEMBLY (LOCK OPTION 2) KAWNEER 1686 PANIC DEVICE (PANIC DEVICE 11 BOTTOM RAIL 6063-T6 ALUMINUM ACTUATES TOP & BOTTOM SHOOT13OLTS 12 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 HH9947 13 JAMB STILE USED WITH CONTINUOUS HINGES 6063-T6 ALUMINUM CONSEALED VERTICAL ROD PANIC DEVICE SYSTEM 14 INACTIVE MEETING STILE 6063-T6 ALUMINUM WITH SCHLAGE'S DEADBOLT (PANIC DEVICE ACTUATES 15 ACTIVE MEETING STILE 6063-T6 ALUMINUM TOP & BOTTOM SHOOTBOLTS 17 SHEAR BLOCK 6063-T6 ALUMINUM 62 INACTIVE DOOR LOCK ASSEMBLY (LOCK OPTION 3) FALCON HH 1690 OR VON DUPRIN HH9947 18 SHEAR BLOCK 6063-T6 ALUMINUM CONSEALED VERTICAL ROD PANIC DEVICE SYSTEM 19 SHEAR BLOCK 6063-T6 ALUMINUM (PANIC DEVICE ACTUATES TOP & BOTTOM ? 20 TOP DOOR STOP 6063-T6 ALUMINUM SHOOTBOLTS) g aa 21 JAMB DOOR STOP BODY 6063-T6 ALUMINUM 65 PUSH-PULL HANDLE AS REQ'D win 22 JAMB DOOR STOP COVER 6063-T6 ALUMINUM FASTENERS z o 23 THRESHOLD STOP 6063-T6 ALUMINUM PLACED ® MID-SPAN OF SILL 69 NO. 10 X 1 19/32* PHTF SCREW 4 PER SHEAR BLOCK 8 F 24 JAMB DOOR STOP 6063-T6 ALUMINUM 70 N0. 10 X 9/16" FHTF SCREW 2 PER SHEAR BLOCK I 0 a 25A EXTERIOR MONOLITHIC GLAZING BEAD WET GLAZED 6063-T6 ALUMINUM 71 N0. 6 X 3/8" FHTF SCREW WITHIN 2' FROM ENDS & 10" MAX. O.C. 5 c3 256 EXTERIOR MONOLITHIC GLAZING BEAD TAPE GLAZED 6063-T6 ALUMINUM 74 NO. 12 X 1 7 8' FHTF SCREW 4 PER SHEAR BLOCK ,`o z 26A EXTERIOR I.G. GLAZING BEAD WET GLAZED 6063-T6 ALUMINUM 75 NO. 12 X 1" PHTF SCREW 3 PER HORIZONTAL 268 EXTERIOR I.G. GLAZING BEAD TAPE GLAZED 6063-T6 ALUMINUM 76 NO. 8 X 3/8- PHTF SCREW WITHIN 1" FROM ENDS & 16" MAX. O.C. 27 1 INTERIOR GLAZING BEAD 6063-T6 ALUMINUM 77 NO. 12-24 X 9/16- SCREW 8 PER HINGE I 28 DOOR BOTTOM WEATHER SWEEP BODY 6063-T6 ALUMINUM 78 5 16"-18 X 5/8' SCREW 2 PER TOP PIVOT HINGE W 29 DOOR BOTTOM WEATHER SWEEP SCREW COVER 6063-T6 ALUMINUM 79 NO. 12-24 X 9/16- SCREW 2 PER INTERMEDIATE PIVOT HINGE N 30 THRESHOLD CLIP 1010-1020 H.R. STEEL 80 1/4-20 X 3/8" SCREW 3 PER BOTTOM PIVOT HINGE 37 1/4- I.G. GLASS SPACER 3005 OR 3105 ALUMINUM 81 NO. 12-24 X 13/32' SCREW 2 9/16- FROM ENDS & 5 1/8* MAX. O.C. Z zZja 38 1/2- I.G. GLASS SPACER 3005 OR 3105 ALUMINUM 82 NO. 8 X 3/8" FHTF SCREW WITHIN 1" FROM ENDS & 9" MAX. O.C. mg Aa SEALS & SEALANTS 83 NO. 6-18 FHTF SCREW 10 PER LEAF c� 44 IDOOR BULB WEATHERING ALCRYN DUROMETER 70 +/-5 & RIGID PVC 84 NO. 10 X 1/2" FHTF SCREW WITHIN 3' FROM ENDS & 11 1/8" MAX. O.C. rB CL 45 DOOR SWEEP NEOPRENE + 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 +/-5 v ,Z i 49 ADJUSTABLE ASTRAGAL WEATHERING 5052-H32 ALUMINUM NYLON POLYURETHANE EPDM N _ ; 50 0.090' X 0.875" GLAZING TAPE 3M CONFORMABLE ACRYLIC FOAM Mui,Dow poAee. HARDWARE g1r (r) i FO 54 BUTT HINGE HAGER 037-264 '%®.r eF ,,,,, �-°yO-ooe vi 55 TOP OFFSET PIVOT HINGE KAWNEER NO. 050-322 ®.4,cj °........... � INTERMEDIATE PIVOT HINGE KAWNEER NO. 037-233/037-234 y';iy�% °•�,�e°ey o N BOTTOM OFFSET PIVOT HINGE KAWNEER NO. 050-326/050-327 6s O zg m F 56 CONTINUOUS HINGE HAGER ROTON 050-820 ."Lu ty s �P e`• 3 4 821 s"m NO. 12 - 12 Ao, Barry University Bucky's Cove- Permit Comment Responses-8-22-14 STRUCTURAL REVIEW Permit No: CC-7-14-1465 1) Provide copies of NOAs, NOA# 12-0823-1 listed on A402. RESPONSE: Agreed and provided attached hereto 2) Provide design criteria for awning design for the shop drawings to be submitted later. RESPONSE: Agreed design criteria is now shown on drawings engineered shop drawings to be provided. ELECTRICAL REVIEWER COMMENTS 1. Need permit application. RESPONSE: Agreed and to be submitted PLUMBING-OSVALDO DIAZ 1. FBC 107.1 Plans shall be submitted to DERM for review and approval. Response: Agreed see stamped plans from DERM 2. FBC 107.1 Approval from The Department of Business and Professional Regulation division of Hotel and Restaurants. Response: Agreed-See attached Stamped LS-101 Sheet by the Florida Department of Health (Dade County Health Department)who have plan review jurisdiction over Food Service in School and Universities Building Critique 1. Fire, DERM and DBPR hotels and restaurant section approval required. Response: Agreed Agreed see stamped plans from DERM And attached Stamped LS-101 Sheet by the Florida Department of Health (Dade County Health Department) who have plan review jurisdiction over Food Service in School and Universities 2. Provide detail and specifications showing compliance with ADA requirements. Response: Agreed Please see revised sheet A-402 AND A-101