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HomeMy WebLinkAboutProduct Approval (2) Date Pending FBC Approval RECEIVED Date Approved 11/08/2018 FEB 2 7 -'11)*?,9 Summary of Products FL# Model,Number or Name Des rtiTio6ucie County, Permitting ` 16271.1 Series"Atlas HP"Impact Rated Series"Atlas HP"Impact Rated Aluminum Sliding Glass Door Aluminum Sliding Glass Door (� Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16271 RO C CAC NI014131.01,odf l!!�— Approved for use outside HVHZ:Yes FL16271 RO C CAC N1014131.03.Ddf Impact Resistant:Yes FL16271 RO C CAC N1014131.07.Ddf Design Pressure:N/A Quality Assurance Contract Expiration Date Other:Large Missile Impact 09/30/2020 Installation Instructions FL16271 RO II SSCO03 SS 2018-10-25.odf Verified By: Hermes F.Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL16271 RO AE PER5874 SS 2018-10-31.pdf Created by Independent Third Party:Yes 16271.2 Series"Atlas HP"Impact Rated Series"Atlas HP"Impact Rated Aluminum Sliding Glass Door Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16271 RO C CAC NI014131.02.pdf Approved for use outside HVHZ:Yes FL16271 RO C CAC N1014131.04.pdf Impact Resistant:Yes FL16271 RO C CAC NI014131.06.odf Design Pressure:N/A Quality Assurance Contract Expiration Date Other:Small Missile Impact 09/30/2020 Installation Instructions FL16271 RO II SDC002 SS 2018-10-13.Ddf Verified By: Hermes F.Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL16271 RO AE PER5873 SS 2018-10-31.odf Created by Independent Third Party:Yes 16271.3 Series"Atlas HP"Non-Impact Rated Series"Atlas HP"Non-Impact Rated Aluminum Sliding Glass Aluminum Sliding Glass Door Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16271 RO C CAC N1014131.05.Ddf Approved for use outside HVHZ:Yes FL16271 RO C CAC NI014131.08.pdf Impact Resistant:No FL16271 RO C CAC NI014131.Ddf Design Pressure:N/A Quality Assurance Contract Expiration Date Other:Non-Impact 09/30/2020 Installation Instructions FL16271 RO II SDC001 SS 2018-11-06.odf Verified By: Hermes F.Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL16271 RO AE PER5708 SS 2018-10-31.1)df Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office byphoneor by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public.record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click Isere. Product Approval Accepts: W] ®99 RE a7 ay Credit Card RIM EWE® FOR Safe CODE CO PUANCL ST. LUM COUNTY a GENERAL NOTES: C+ FLORIDA BUILDING CODE 2017(6th ed)HVHZ J c LARGE MISSILE IMPACT RATED TABLE OF CONTENTS: a SHEET DESCRIPTION I-CODE:THI5 PRODUCT HAS BEEN TESTED AND DE51GNEDINACCORDANCE 1 GENERAL NOTES, PRODUCT DESIGN RATING AND QUALIFICATIONS SOUTHEASTERN DOOR COMPANY WITH THE FBC 2017 6TH EDITION INCLUDING THE HIGH VELOCITY 2 DOOR SAMPLE ELEVATIONS WITH FIXED AND OPERABLE PANELS AND POCKET CONFIGURATION 1505 COMMERCE IANE HURRICANE ZONE(HVHZ). 3 TYPICAL ELEVATION WITH CROSS SECTIONS LOCATOR PHP(561746s- 93 2-DEFINITION:THIS PRODUCT 15 AN ALUMINUM SLIDING GLASS DOOR 4 DOOR SECTIONS DETAILS DESIGNED,CONSTRUCTED AND TESTED PROVIDING PROTECTION FROM 5 JAMB FRAMING ANCHORAGE DETAILS ci HURRICANE FORCE WINDS AND WIND BORNE DEBRIS(LARGE MISSILE) 6 HEADER FRAMING ANCHORAGE DETAILS a z;3 WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED 7 SILL FRAMING ANCHORAGE DETAILS C Za $ IN THI5 APPROVAL.INSTALLATION OF HURRICANE PROTECTION DEVICES 15 8 FRAMING DIE COMPONENTS Cl. a G F 0 NOT REQUIRED. 9 PANEL DIE COMPONENTS, GLAZING CONFIGURATIONS :3s o S^ BS 3-POSTING:PRODUCT SHALL BE LABELED AS PER FBC 2017 GRAPIER 17. 10 PANEL HARDWARE 8E (9-. 'JUPITER GLA55 SPECIALTIES,INC DBA 11 IM LIST OF COMPONENTS - Q= a p SOUTHEASTERN DOOR COMPANY-JUPITER-FLORIDA w z SERIES ATLAS HP SLIDING GLA55 DOOR 14 Z 4D m m m LARGE M1551LE IMPACT RATED h F W MIAMI-DADE PRODUCT CONTROL APPROVED / PRODUCT DE51GN RATING AND QUALIFICATIONS W `� 4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND i PROVIDED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE DESIGN PRESSURE IMPACT PANEL SIZES MAX. REMARKS BY DATE ALLOWABLE PRESSURES HERE IN SPECIFIED.THE DESIGN PRESSURES,AS RATING RATING FW X FH DETERMINED FROM ASCE 7-10,ARE PERMITTED TO BE MULTIPLE BY O.G FW +G5 P5F LARGE 52'X 1021/2' 312' 5-MATERIAL:ALL ALUMINUM FARTS TO BE 6063-TG ALLOY OR AS NOTED AND FINISHED WIDTH M1551LE IMPACT NOMINAL MODULE X GLAZING TO BE LAMINATED IMPACT GLA55 AS SPECIFIED ON THI5 0101 -75 P5F 102 1/2' APPROVAL. PANEL G-FASTENERS:A55EM13LY 5CREW5 AND ANCHORS SHALL BE AS SPECIFIED IN ±j0 P5F LARGE 46'X 120' 288' AxoswNlxmeEUPAoou®wwxolE o9 vARr THE CURRENT SET OF DRAWINGS.INSTALLATION AND LOADS AS PER THI5 * M1551LE IMPACT NOMINAL MODULE X wrtxo0rwwrtExmHSExroP Ow ALTFPxTIGH;A59n10H H5,IGHIGHfINQ.G,ON ADWBOIHHI APPROVAL.ANCHOR SPACING AND LOADS MUST NOT EXCEED THEO X )( )( O 120° MMONGSTOTI6 OOQIMEMAIiF NGi PERMnTEOAND MAXIMUM UMIT5 SPECIFIED BY THI5 APPROVAL �i OR OR igitally sign�¢y Ft it i tNorero,P.E. 7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR d' d' ate: 8Th is ddn�Oent ENGINEER OF RECORD TO VERIFY THE FOLLOWING: X X POSITIVE(EXTERIOR)DP SELECTION a: °p/j ate:zfl�. (%t' � THRESHOLD MAXIMUM PRESSURES(PSE) 7.I-THE STABILITY OF THE STRUCTURE WHERE THE PRODUCT IS TO BE RISER TYPE CASE I CASE 2 e� E ATTACHED INSURING PROPER ANCHORAGE. 3-1/4' +65 +65 !••N 7 7••- �� 7.2-THE 51TE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO, 2' +65 1 +50 LOCAL CODE REQUIREMENTS,DESIGNED PRESSURES ETC. NOMINAL PANEL=FW/#OF PANELS 13/16 +65 -- 7.3-THAT THI5 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. - S A OF 0 — O 8-D1551MILAP MATERIALS:WHERE ALUMINUM 15 IN CONTACT OR FASTENED TO NI-EASE I:MAXIMUM POSITIVE PRESSURES FOR 3-I/4',2'OR 13/16'THRESHOLD �p0 _.0 IOP 440 �- c D1551MILAR MATERIALS,INCLUDING 13LR NOT LIMITED TO STEEL, FW WITH OVERHANG AS PER ILLUSTRATION"Z°. i INSTALLATION SHALL MEET THE REQUIREMENTS OF THE CURRENT FBG. FINISHED WIDTH 2-CASjOUT MAXIMUMOVEP 51 IVE PRESSURESFOR 3-1/4'AND 2'THRESHOLD RISER /�Z'S L 8 PANEL3-THE POSITIVE PRE55UPE SHALL BE THE LE55ER VALUE FROM THE ABOVE TABLE HE>IuEE kl 4IREW E. PtaBOA v.D Ho lane WC 598 E DANA BEACH. 330/ase DAMOVERHANG LENGTH nrE CERT.OF nlAu w77AMON N.29578 DOOR UNIT SELECTION PROCEDURE AND IN5TRUCTION5 TO USE X X X X P (OH LENGTH) ELN: THI5 DRAWING TO VERJFY DOOR ADEQUACY PRE55URE W F L16271 B STEP 1-SHEET I GENERAL NOTE 4:DETERMINE PROJECT DE51GNED PRE55UPE(DF) ' "� a AS INDICATED. OUTSIDE N , T DATE: 08.02.18 g STEP 2-SHEET 1:COMPARE(DP)WITH PRODUCT DESIGN RATING,FUNCTION OF 1 ¢_to 1 DWG.BY: CHK,BY: DOOR SIZES FW x FH AND P051TIVE PRESSURE OF THRESHOLD RISER =L7 W I- OVERHANG HR H FN R'..= KS NOMINAL PANEL=FW/NOF PANELS UJ CJ NTS STEP 3-SHEET 5,6 4 7:SELECT FRAME ANCHORING IN ACCORDANCE WITH 2,3,4 >== o.. ILLUSTRATION'Z' SCALE: OR 5 TRACK SELECTION. NOTE:POCKET 15 NOT TO BE INCLUDED IN THE RN p A= OVERHANG IN COMPUANCE WITH THE FBC REQUIREMENTS. v DOORS INSTALLED WHERE THE OVERHANG(OH)RATIO 15 DWG.#: SDC003 STEP 4-THE PRODUCT DESIGNED RATING MUST BE EQUAL OR GREATER THAN THE GREATER TO OR MORE THAN I NEED NOT TO BE TESTED FOR CALCULATED PROJECT WIND PRE55URE(PD) WATER INFILTRATION.THE OH RATIO SHALL BE CALCULATED SHEET: BY THE FOLLOWING EQUATION OH RATIO-OH LENGTH/OH HEIGHT>= 1.0 OF 11 DOORS SAMPLE ELEVATIONS WITH OPERABLE AND FIXED PANELS AND POCKET CONFIGURATIONS S 4 OR MORE PANELS 3 PANELS 2 PANELS I PANEL I1�� I I I SOUTHEASTERN DOOR COMPANY I FW FW FW FW ISOSOOMMER I I I LIPRER,COMMERCE 3 58 PH:156117065693 0 X X X 0 O X O O X X P _€Z Z OR X m X G 34z a > �m a CLzzF 0214 in / / f �W Q W tv mm PSa W W J W -� PANEL I+- -� PANEL PANEL PANEL Q H D 9 z d LL m �FW� �FW� I FW� W N40 mm^ 3 K Q O W soW6 T , T41 4f oLL a o x x x o o x x x x OR X X P-POCKET X-OPERABLE PANEL REMARKS BY DATE O-FIXED PANEL 41 41 PANEL f+- -I PANEL I- PANEL FW 1^—FW FW NlOSIWLNOfeE REVRDDUC2IN WMDIF ORPARf I I wmrourwamEN mxsexr oc amu»us oaovs,Ixc uvRunoxs,�oortwxs,xw�wexnxD,oaomEa T ' / T I I uwxcsromloaa MExrnaExmveanmmuo O X X X X X X X X X P ``,`jUnLurrrrli i OR Q /// I or PANEL PANEL PANEL '.O SA OF ;� e �FW �FW iOT . .0 IbP��•��� X X x x P X X X P 'FLMDA PEN�ome` MING DROPS[No ]PB E.D/NA BGd[O.W. SY 5 W iEPE t1:R1 a N�1MOIdFLBL3W 4aS7E DOOR CAN BE CONFIGURED WITH AS MANY PANELS AS THE TWO,THREE, FOUR OR FIVE TRACK SYSTEM CAN FIT,LIMITED TO THE MAXIMUM TESTED FL a; T ' FRAMEWDT". FL16271 —I PANEL PANEL MAXIMUM DLO=4G 5/5"X 94 1/1 G" FOR 52"X 102 1/2"NOMINAL PANELS MAXIMUM DLO=42 5/8'X 11 1 911 G" FOR 48"X 120"NOMINAL PANELS DATE: 08,02,]$ a DWG.BY: CHK.BY: HR HFN g SCALE: NTS DWG-It: SDC003 � SHEET: 6 2 OF 11 OF • E TYPICAL ELEVATION AND CR055 SECTION LOCATOR S S a SOUTHEASTERN DOOR COMPANY 1505 COMMERCE LANE JUPITER,FL 33458 FW = MW X N (N= NUMBER OF MODULES) PH:(561)7465493 d m MW FW/N--MW, FW/NAZ-, MW FW/N--MW, FW/N MW FW/N MW FW/N— P>=MW " DLO: DLO DLO, DLO: DLO DLO a C o 91; a El MW— 5 3/8' MW— 5 3/8MW— 5 3/8' MW— 5 3/8' MW— 5 3/8' MW— 5 3/8' 3 B . . 4 oo �msaa �r —r F-zz! Q Z 5 5 a 1 1 1 41 dW� A/ /// /// /// W� S O Q m m 3 J F<El ZD w I fi 3 6 u E REMARKS BY DATE 00 o� a� _ O 4 X 4 X 5 X 4 X 4 X o4� P LL W o 0 `+¢ POCKET ST II X W O TO BERUCTURE DESIGNED C3 W= BY OTHERS AND _ q 71 X0 J ¢ JAMB ANCHORAGE SEE W DOLWLNW BEmµM1SODDOGRUODING DROPS,IIIL NOT PART OF LOCK/HANDLE LOCK/HANDLE LOCK/HANDLE ¢ THIS APPROVAL Q FOR%aP7toN w SHEET 5 FOR DETAILS ALTERATI0W D DWM XIGIOIGHIING,ORDE W W NURDNGS TOTND DOCUMFNTARE NOT FDSMRIEDAND / ti ���i(ulrrrrri 4 4 4 Mt ""1 � N .77 4r ANCHORAGE �4� O S A OF Z. CLUSTER O P. T O • • • • • i •: ••• . .��. • • • ••• •��3, 4 & 5 TRACK SYSTEM 0 :9 -�4T. HE7i6kEp Y•RFhAIa�E FLDMDA P.E.N.73n8 BU9DINO DROPS INC 'y fi4� i •••• •••■ •••• •••• ■••• ••• •3�2 TRACK SYSTEM 3Re O B euw e W 3�B J_I F O Asa.FL iBPE CERT.OF AUTHORIZATION Nu 195M TYPICAL CLUSTER OF FL#: ANCHORS SILLL AT POCKET ANDAMB FL16271 ffi DATE: 08.02.18 $ HEADER 6 SILL HEADER 4 SILL DWGI-I R CHK. KI-IFN 3 CC TRACK SYSTEM ANCHOR PATTERN '�,`_A77 -.D MINIMUM CLUSTER OF 6 ANCHORS STAGGERED � 2 TRACK SYSTEM ANCHOR PATTERN .. SPACED AT 4'OC AND LOCATED AT MINIMUM CLUSTER OF 4 ANCHORS IN-UNE SCALE: NTS EACH INTERLOCK STILE AND MEETING STILES 4 4 4 SPACED AT 4'OC AND LOCATED AT EACH INTERLOCK STILE da 4 4 4 4 4 SEE 5HEET5 G AND 7 FOR DEMO S DC003 SEE SHEETS 6 AND 7 FOR DETAIS DWG.#: � SHEET: 3 OF 11 ) SEE SHEET 3 AND G TYPICAL DOOR 5ECTION5 �( FOR HEADER POCKET ANCHORS: �J ANCHORING DETAILS FOR LOADS EQUAL OR LE55 THAN 50 PSF ANCHORS A,C AND D SPACED AT I G'OC ANCHORS B SPACED AT 4'OC FOR LOADS GREATER THAN 50 PSF SOUTHEASTERN DOOR COMPANY 2 3 ANCHORS A.C AND D 5PACED AT 10'OC 1505 COMMERCE LANE 2.2/ ANCHORS B NOT AVAILABLE JUPITER,FL 33458 2 /2 5 PN:(561)7455493 SEE ANCHOR SCHEDULE ON SHEET 5 eI Z m OPTIONAL e OPTIONAL HEADER HANDLE LOCK HANDLE a Q p m R r rmY 9 REINFORCEMENT#10 Td STILES4= REINFORCEMENIT#I O ttt�x}}} O 5 S•`` APPLICABLE ONLY FOR APPLICABLE ONLY FOR IP 2A ED � G Q Z 5 5:�i OPTIONAL 9 DOORS WITH FH DOORS WITH FH Q p..'"m J W 3 SCREE GREATER THAN 102 1/2° GREATER THAN 102 I/2' CLQ0 m DOOR O 6-,, M4 7 6 OM4 W W m 6 vE arHS IN51DE/OUT5IDEIPI ® `POCKETU) JAMB9 I9 I OUTSIDE/INSIDE REMARKS BY DATE DLO B DLD SILL LOCK M4 + D POCKET Fl 'THRESHOLD HEIGHT OPTIONAL M7 L OPTIDNAL LIMITATION HANDLE TOP AND HANDLE (SEE SHEETS G) BOTTOM AxD sxAuxo(eEaEnaaou¢o W vmD�EDa vAar 3.A2/3.A3 wlmourwarrEN mxsExrovaumWDDaovA We M5 FIKED PANEL urzn,�naxs,Aoanoxs,xGrwDNnx�,oaomrn N N-0711BDONMENTAAE ND!PFAMIIIEOAND 3.2/3,3/3.4/3,5 REINFORCEMENT#I I ```,`%T11II)I/1��/// 3.22/3.32/3.42/3.52 APPLICABLE ONLY FOR / 3.23/3.33/3.43/3.53 DOORS 102WITFH >{$�?`k..d F:,.:,.•: 'i�M1l.\..y '1:•H°Y�;'••.;:.. GREATER THAN 102 I/2° H6 ` . •• � ,�I SEE SHEET 3 AND 7 ` �)• FOR SILL JFIXED PANEL.- N 7 7 0 ANCHORING DEfA1L5 1.2/ 1.3/ 1.4/ 1.5 e �146- 4 FOR FI%ED PANEL ONLYPANEL HOLD CLIP AT �1 (PIiSIDD _ HEADER ONLY NO SCREW s S Q OF Q' y r� 4 FIXED 1 TO INTERLOCK STILE i 0 P '• <(/ 1.2/ 1.3/ 1.4/ 1.5 JAMB 1 O ID OPERABLE PANEL e i 'n OPTIONAL H5 D OUTSIDE 1 o Itr• SCREEN DOOR -- 1 ®4 INTERLOCK //xE►1 Mq�Ib}a E.` a RAPoDA PL No 73779 os m STILE EIMMO DROPS.WC y, D 39a E DANIA BEACH RVQ. 338 m INSIDE �I z M4 FBPE mtT.OF AOEHOR17ATION Na 29579 RECESSED z ¢ M4 OAlOA BFJIW n 33m4 �Op PULL HANDLE ¢m� 1.1 M6 FL If: FL16271 ZV M ❑ OPTIONAL 6 DLD ----- N ¢ 6 a 5(INSIDD I —__ ___ B w B DLO DATE: 08.02.18 E8 OPTIONAL M4 B N I OPERABLE PANELS DWG.SCALE:R CHK.BY: 6 OUTSIDE B FRAME WIDTH OUTSIDE NTS y 5(ONTSOD DWG.#: H5-1INSIDE Low'INSIDE LOCK SHEET: SDC003 M4 ALTERNATE -11 6 INTERLOCK 4 (INSIDD STILE !=T} HANDLE OF 11 s HEADER JAMB FRAMING ANCHORAGE DETAILS C• g SUBSTRATE-ZD CONCDRETE BLOCK PSI tJ C 1/8' STEEL OR ALUMINUM ® HOOD (SG)=,055) SOUTHEASTERN DOOR COMPANY SUBSTRATES 3000 PSI CONCRETE 1585 COMMERCE LANE CONCRETE BLOCK WRIER,FL 33458 ® 1/8' STEEL OR ALUMINUM w PH:(562)746-5493 F HOOD (SG>=.055) w u JAMB TYPE �W Qz MAXIMUM 1.3, 1.4, 1.5 wz MAXIMUM wy 1/4' SHIM Z m E MAX, 1/4' w aN 1/4' SHIM i7q ANCHORS A, B, C OR D SHIM w q 7 ANCHORS TOTAL k Q p 0 Q m$$s SEE LAYOUT 2 a Or m g S (oW <� 0m4 -au (7 ANCHORS) = Ro¢9. Z55 T TYPE A, B, C, D w CL CL _ANCHORS A, B, C OR D Q� -2 t o d L a 7 ANCHORS TOTAL w e =0 3 SEE LAYOUT w w W m w Gz W l7 m �< 1.2 h s a W WN a Y � o [I�Il M q w a w �Lwi TYPICAL PERIMETER t: w a SEALANT VULKEM �' �' 1® 116 POLYURETHANE a� 1.3, 1.4, 1.5 REMARKS RY DATE Io �Q ® OUTSIDE zf TYPICAL PERIMETER FOP,N5TALLATIONWTH IXTBP4YA2XTfhWOODBUCK OUTSIDE SEALANT VULKEM ENGINEERED ANTD SECUP.EDVIDOOE MAS 15OE PfRLY SILL 116 POLYURETHANE - nNO=AIEREPRDDBunixwxDtEDR PAm WDN 0?L%RENWNSFHMMGI %0ROP3,INC AREMlIONS,AOgi10N5,HWI9IGHIW 0OR OTHER NW9RNGSrtITN150001MDRMF NOI PFRMRtFD ANO HEADER ® w w NOTE' ANCHORS CAN BE ��` �`,E•.S 'Aoy Y ... C PLACED IN ANY SECTION N .7 ] ® _ OF THE TRACK AS LONG AS THE EDGE DISTANCE aIS MAINTAINED S'A OF Or Z JAMB TYPE w w w �'�.(� . .O IOP'•' ��`� 1.2 W t MAX. 1/4' _ ® OUTSIDE OUTSIDE '� SD OUTSIDE t F SHIM xLORM PE.3 Rg08A PL Ne 7me au=N8 DROPS.NO 098 E.OAMA BEAOL BLL 388 x x CL CL aiµa AU�THORMA71 N.99!78 � ANCHOR SCHEDULE (7 ANCHORS) a ® TYPE DE5CRJPTI/4°TAPCON BYIITVJ 134"M NMEM 3000STI�CONCRETE TE EDGE DISTANCE FL a: TYPE A, B, C, D FL16271 Y W W w B 1/4°TAPCON BY TW I I/4"MIN. MASONRY BLOCK 3" a G 1/4"TAPCON BY ITW 1 1 1/2"MIN. PT WOOD (50=.55 3/4" o D I/4-14 GR 5 SMS MIN.3 THREADS METAL STRUCTURES 3/4" DATE: 08.02.18 w DWGFiR CHK.BY: NOTES: $ ® I-MINIMUM EMBEDMENT ARE BEYOND WALL DRESSING. 2-METAL STRUCTURES ARE TO BE A5TM A3G STEEL OR 6003-TG ALUMINUM SCALE: NTS a 3-ANCHOR TYPE D MUST HAVE A MINIMUM 3 THREADS EMBEDMENT PA55 SUBSTRATE DWG.s: SDC003 4-CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90 WITH MININUM 2000 PSI 5-ANCHORS A,B AND G:YIELD STRENGTH Fy=100 K51,ULTIMATE STRENGTH Fu=125 K51 SHEET: ZD G-ANCHORS D:YIELD STRENGTH Fy=92 K51,ULTIMATE 5TRENGTH fu=120 K51 SILL OF 11 HEADER FRAMING ANCHORAGE DETAILS Cr SUBS (^- A E� DOOR MODULE DOOR MODULE DOOR MODULES POCKET 1/8' SI-7 3000 PSI CONCRETE 1/8' STEEL OR ALUMINUM WOOD <SG>=.055) SOUTHEASTERN DOOR COMPANY 1505 COMMERCE LANE HEADER MAXIMUM 1/4' IUPITER,FL 33458 POCKET Y/CLUSTER SHIM SPACING (ED) EDGE (ED) EDGE PH:(561)7465493 A/ OF 3 ANCHORS DISTANCE DISTANCE U TYPES A, C OR D Z m 10 = INTERLOCK STRIICKET TURE -�v a Q ? 60 w TO HE DESIGNED -�Vv CL a Z m g MEETING BY OTHERS AND =Z ANCHORS A, C ❑R D ¢ p NOT PART OF (D.. w= CLUSTER OF 4 OR 6 W ?Z!fl �. -;as a STILES THIS APPROVAL 7Z f - o w ¢ r [ 7 ANCHORS SEE LAYOUT d ¢ Z s Wuj p m co SUBSTRATE. S = W /\/ 3000 PSI CONCRETE J a 1/8' STEEL OR ALUMINUM F \a WOOD (SG>=.055) r a CLUSTER OF 3 ANCHORS REMARKS BY DATE 4 MAXIMUM 52'EIC MAXIMUM 52'OC MAXIMUM 52'OC AT POCKET JAMB EDGE I1 2 TRACK MAXIMUM (DSTANCE 12�(D STAN EC ° SYSTEMS SHIM SPACINGING ANCHOR5 TYPE AORD ANDSHALLNOf 9E9EPROOVRDIN WHOIE ORPAIff TYPICAL ONE ANCHORS TYPICAL CLUSTER OF 4 ANCHORS wm+Dur w9mEx c9nswroveumiND D9ovs,wc SPACED AT 4FROM ENDS SPACED AT 4'00 AT EACH -# - 6,a Ncz^rD DoocumOMvrtau6N"m""rDEnm°0.mE°fHp1DAND INTERLOCK AND MEETING STILES 2.3, 4 MAXIMUM 52'OC MA%IMUM 52'0C MAXIMUM 5210C CLUSTER OF 3 ANCHORS 2.5` AT POCKET JAMB 4F wa ¢�„ ` •. I o wI= �� •.• �i °141414141 1141414 4rl AN ORS TYPE -� _I ANCHORS A, C OR D � K'\•E••S••• �O''� CLUSTER OF 6 N .7 7 ANCHORS SEE LAYOUT TYPICAL ONE ANCHORS TYPICAL CLUSTER OF 6 ANCHORS :'O $ A OF a• ,� SPACED AT 4' FROM ENDS SPACED AT 4'OC AT EACH (L + INTERLOCK AND MEETING STILES i.0 O o AQP;' <(/ 1�1- FOR IN5TAUATION WITH I X S 2X WOOD BUCK iii 4 MA%IMUM 52'OC MA%IMUM 52.00 MAXIMUM 52.00 4 ENGINEERED AND BUCKS TD SECUREDO BE TRANDED BY 5PER M 05ED I OADTHfRS AND TO BE SO��Y '/ �S t r In6EEs1 N.73"8 0 0 3.4 AND 5 eDANIlNo'EDRCPa INC me TRACK 5Y5TEM5 3B5 DAm��wa MEW 355 ANCHORS'IYPE FSPE(ERT.OF AUTH°57ATI N.29575 4F I4 A.COR0 FL#: STYPICAL CLUSTER OF 6 ANCHORS ANCHOR 5CHEDULE F L 1 6 2 7 1 TYPICAL CLUSTER OF 2 ANCHORS SPACED AT SPACED AT 4'OC AT EACH TYPE DE5CRIPTION EMBEDMENT 5UB5TRATE ED OH.O2.1H € 4'OC AND 4' FROM ENDS INTERLOCK AND MEETING STILES A 14"TAPCONBYITW 134'MIN. 3000 5I CONCRETE 3" DATE: C 1 1/4"TAPCON BY ITW I I/2"MIN. PT WOOD (5G=.55) 3/4" DWG.BY: CHK.BY: a D 1 1/4-14GR.55M5 MIN.3THREAD5 METAL 5T 3/4" HR 1 HFN NOTES ANCHORS CAN BE PLACED IN ANY SCALE: NTS ti SECTION OF THE TRACK AS LONG AS NOTE5: THE EDGE DISTANCE IS MAINTAINED I-MINIMUM EMBEDMENT ARE BEYOND WALLDPf551NG. DWG.#: SDC003 2-METAL 5TRUCTURE5 ARE TO BE A5TM A3G 5TEEL OR GOG3-TG ALUMINUM 3-ANCHOR TYPE D MUST HAVE A MINIMUM 3 THREAD5 EMBEDMENT FA55 5U55TRATE SHEET: 4-ANCHORS A AND C:YIELD 5TRENGTH Fy=100 K51,ULTIMATE 5TRENGTH Fu=125 K51 5-ANCHORS D:YIELD STRENGTH Fy=92 K51,ULTIMATE 5TRENGTH Fu=120 K51 OF 11 SILL FRAMING ANCHORAGE DETAILS THRE5HOLD5E7ON ^ NON 5HRINK GROUT ANCHORS A CLUSTER OF 4 ANCHORS SEE LAYOUT C DOOR MODULE DOOR MODULE DOOR MODULES POCKET� 3.2, 3.22, 3.23 SOUTHEASTERN DOOR COMPANY 1505 COMMERCE LANE 3' EDGE 3' EDGE IUPITK FL33458 DISTANCE DISTANCE PH:(561)74&5493 tj // POCKET Z STRU TURE dmd E / TD BE DESIGNED G vl F 9 THIISNODTAPPROV ERS AND 3000PSI _ = p = INTERLOCK W a L7 m m a a A 4MEETINGti LD Z s3a STILES THRE5HOLD 5ET ON BEAD OF H Z¢ s POCKET V/CLUSTER POLYURETHANE 5EALANT(VIILKEM 116) Q rii '3 / OF 3 ANCHORS = 2 0 m 3 /� TYPE A ALL ANCHORS INSTALLED / SILL WITH SHEAR CLIP 012 En N w 3.2, 3.22, 3.23 S a C .:.; —SUBSTRATE �+ -:::::::. ::::.:-................ ... ............... 3000 PSI CONCRETE F 3' EDGE3' EDGE REMARKS BY DATE DISTANCE DISTANCE CLUSTER OF 3 ANCHORS 4 MAXIMUM 52'131 MAXIMUM 5210C MAXIMUM 52'0C AT POCKET JAMB 0 2 TRACK SYSTEMS THRESHOLD SET ON ANCHOR TYPE A NON 5HRINK GROUT ANO-NBE REPRODNEED IN momoRPART wnxour wRmEx CONgENE of auwANB Dnors,we TYPICAL ONE 3.3, 3.32, 3.33 ANCHORS TYPICAL CLUSTER OF 4 ANCHORS3.43 AETERAnaxs,ADomoNs,x�6xuDimxD,oRaTxm SPACED AT 4'❑C AT EACH �3.4, 3.42, 3,43 MAR[INGBTDDIIS OONMEMARE NOT PERMIREOAND SPACED AT 4' FROM ENDS INTERLOCK AND MEETING STILES 3.5, 3,52, 3.53 �i3+...a:t'V:S:. '.. r.w�;?:: r ... ``,`���Uurrrrrr��i NOTE: ANCHORS CAN BE PLACED IN ANY � .°. O SECTION OF THE TRACK AS LONG AS THE EDGE DISTANCE IS MAINTAINED 3' EDGE 3' EDGE �� S,•' DISTANCE I DISTANCE ' N 7 7 O i g ANCHORS ASEE S A OF z 4 MAXIMUM 52'01 MAXIMUM 52'131 MAXIMUM 52'0L 4F CLUSTER OF 6 ANCHORS + z ° I 3,4 AND 5 SUBSTRATE-3000 PSI CONCRETE +��iO�C�s IOP�G�`��` TRACK 5Y5TEM5 /, �O� L q 4 ANCHOR NRYE6�IYDRE1ib>d.E. THRE5HOLD SET ON BEAD OF FUMA P.E.NP 73n8 POLYURETHANE SEALANT(VULKEM 116) ERIRDIN6 DROPS INC `x TYPICAL CLUSTER OF TYPICAL CLUSTER OF 6 ANCHORS 3Re DANA REea n 338 �sw i 2 ANCHORS SPACED AT SPACED AT 4'11C AT EACH �ALLANCHURSSTALLED PDPE�xr.aF ADEHaa7AnaN Na.sRs7e 4'OC AND 4' FROM ENDS INTERLOCK AND MEETING STILESP 012FL#: 3,4, 3.42, 3.43 F L 162 71 g 3.5, 3.52, 3.53 DATE: 08.02.18 FOR IN5TAUATION WITH IX 4 2X WOOD BUCK DWG.BY: CHK.BY: WOOD BULKS TO BE PROVIDED BY OTNER5 AND TO BE PROPERLY ANCHOR SCHEDULE ENGINEERED AND 5ECUREDTOTRAN5PERIMP05EDLOAD5, 3' EDGE 1 3' EDGE HR HFN TYPE DESCRIPTION EMBEDMENT SUBSTRATE ED DISTANCE 12 DISTANCE SCALE: NTS t A I/4°TAPCON BY ITW 13/4°MIN. 3000 p51 CONCRETE 3° DWG.rr: SDC003 ANCHORS A SHEET: G NOTE5: CLUSTER OF 6 ANCHORS s I-MINIMUM EMBEDMENT ARE BEYOND WALL DRE551NG. SEE LAYOUT �jf 2-ANCHOR5 A:YIELD 5TRENGTH Fy=100 K51,ULTIMATE 5TRENGTH fu=125 K51 \—SUBSTRATE,3000 PSI CONCRETE (� OF 11 FRAME COMPONENTS _ �1 0,975 0.875 0.875 0.875 ►7 c o _ SOUTHEASTERN DOOR COMPANY 1505 COMMERCE UUIE 5.203 IUPIfFA,"33458 PH:156117465493 a'677 33 13/1 G'SILL-3 TRACK ci o.ole z 0.07e 32 13/1 G'SILL-2 TRACK m ai O��M x� w o 3 Q JAMB 0.078 0,07e F z z z 2 TRACK Q g 3 ^� 9 7m 5.203 0.125 W "'V DO 3.677 33 2'SILL-3 TRACK r h W 0.075 la JAMB 33 3 1/4'SILL-3 TRACK 3 TRACK 3.2 2°SILL-2 TRACK �3 1/4'51LL-2 TRACK 0.125 oma. FIA JAMB 1/4' SS SELFTAP SCREW T II—J- REMARKS BY DATE 4 TRACK 6' FRDM END AND 24'OC I Ir 3.2, 3.3, a y N 3.4, 3.5 Is JAMB 1. 1 5 TRACK 6.729 ANDSNALLNOTBE RFPAODUCFOIN WHOIEOPPNR 3.000 1/4' HOLE2ulwnax�s,wwronDx;xG01WGHfING,00.0n1fA 3A 13/1 G'51LL-4 TRACK 372 2°5ILL ADAPTOR 6uwxGsrolxls oowmurt4nc xorrcwnmmAND IP POCKET JAMB '" MINIMUM 1.506 111111 n� 1. �O 2_1/2• Q 3 I/4°SILL ADAPTOR o T N o QOPTIONALJAMB N E:S AO1.116 % �� 5NAP COVER * 7 7 *' POCKET JAMB 0.080 e,255 5NAP COVER 12 SILL SHEAR CLIP $ (� OF s 3s 13)1 G'5ILL-5 TRACK --T s O E_ 2.992 1 6.044 ////�Sls O' L�`G•�`\\\ N.73aa 6 Q c N FLORIDA P.E.Na 7]77E BU2DA G DROPB,DID ]48 E OAHU BEACH aW./]]B OAIOF ffACM,iL]]Wi 1.2 iHPE CERT.a AIOH0107AAON Na 29]70 6.729 FL#: g 2z HEADER-2TRACK _2.4 HEADER-4TRACK 3.1 FL16271 5 2'SILL-4 TRACK ,13 3 I/4'SILL-4 TRACK g DATE: 08,02.18 e 4.518 7 570 DWG.BY: CHK.BY: HR HFN N SCALE: NTS _ DWG.#: SDC003 y e.zss SHEET: € O 2]HEADER-3 TRACK 2.s HEADER-5 TRACK 9,5 2'SILL-4 TRACK .53 3 1/4'51LL-4 TRACK O OF 11 PANEL COMPONENTS GLAZING CONFIGURATION5 1.812 3.000 � n c GLAZING SOUTHEASTERN DOOR COMPANY 1505 COMMERCE LANE D 41a I I ADR Al JUPITER,FL33458 0.082 .z6 Ml/M2 II II M1/M2 PH:(561)7465493 m m ®I/2'GLAZING ®CHAN13/1 NEL GLAZING — — — — U m CHANNEL CHANNEL I I I_I� z^y y Qqg 0.082 ..: U 2 ;G$MgAP.m E 8 GLAZING 2 a .F C3, 2.50D a M3 WI 1175 A OR Al z In ®ATLAS INTERLOCK �I I WEATHER5TRIPPING 3 AT TOP AND 3 AT ©ATLAS DOOR END RAIL 6 BOTTOM 5/32 X 3/4'X 5' Eu 0.,-, C7 m o.270 NEOPRENE SETTING BLOCK ti H CIG J (DUROMETER 85Y LOCATED eQ -9.AT 4 d LL m o AND 1.e12 a M4 W11205 9 CENTERFRO OFMEACHSPANELAT w o Z Y m^ 3 WEATHERSTRIPPING W�' i a m 1.153 0,270 H g d 3 w o� a 0.078 H a M©W I 1255 MI/112 0.270 WEATHERSTRIPPING M1/M2 REMARKS BY DATE O.IBB ti .._..._..._..._.:. O ATLAS NARROW .._..._..._..._. INTERLOCK5TILEMU6,BUL6 VINYL I T O7 ATLAS DOOR 8 GLAZING N ASTRAGAL A OR AI8 GLAZING AOR Al 1.500 4 AXDLWL OTBE RFR0.0DUOFD IN WHOUEOR PART VI G� S� WDXOUTWRRTFN fONSENf Of BUIURNG DRORS.WL AITeUTONS,AODf11DN5,NIGlWGNIING,00.OMER MARRIN GS TO TITSO W M DEW ARE NOT PFRMRTED AN 0 —I 1.o00 1.DOD �— TYPICAL GLAZING ADAPTOR (#8) ``�I111111)ZZ7 © PX I'DUST PLUG ATTACHMENT TO VERTICAL RAILS WITH \% #10 X 1 1/2' SS STFH SCREWS o LOCATED 1' FROM THE ENDS AND 24' OC �� •• �i 10 DOOR END RAIL �`` •' �'`•E,•S••• �0''e ®GLAZING ADAPTER REINFORCEMENT N .7 ] LENGHT=FH-21/16 +'* 1.139 % -0 SA OF raZ z TYPE A GLA55:LARGE M15SILE IMPACT 'A 4 A I'GLAZING i o,993 :::1::: PRE55URE:+G5 P5F.-75 P51' —� 9/1 G'LAMINATED H5 CONFIGURED: III III I I I I MAXIMUM DLO:4G 5/5'X 94 1/1 G'EXTERIOR LITE:1/4'H5 INTERLAYER:0.90 5GP INTERLAYER BY KURARAY ••• Ml ;]; M2 AREA:30.5 SQF /7�/S p L Al..b, s° 0.oez U 1 INTERIOR UTE:1/4°HS I I I I• I I I I "A"GLAZING FLORIDA P.E.ND 7378 E I BU4DIHG DROPS.INC PRE55URE:+50 P5F,-50 P5F SRa E DAwA eua BLVD. 3DB MAXIMUM DLO:42 5/8'X I 1 1 9/1 G' DAwA AMOBEACH.FL 35004 �% I I' I I I I I I- I AREA:3G.15QF R3pE�T•DP AutxaazAnaH N.sw7e I j o.zso FL#: ► � FL16271 TYPE AI GLA55:LARGE M1551LE IMPACT INSULATED GLAZING PANELS WITH ANODIZED ALUMINUM 00 O'f •1 p I I INTERLOCK 3/4°INSULATED GLA55 CONFIGURED: SPACER WITH DESICCANT LOOSE FILL SETTING ON AND DATE; O G 10 REINFORCEMENT EXTERIOR LITE:3/1 G'FT LINED WITH BUM RUBBER 5EALAL•R DWG.BY: CHK.BY: LENGHT=FH-2 III AIRSPACE:1/4° TYPE A GLA55 TYPE AI GLA55 2ND UTE:1/8'H5 HR HFN 1.125 INTERLAYER:0.090'5GP INTERLAYER BY KURARAY T SCALE: NTS O9 ATLAS DOOR TOP/ INTERIOR LITE:1/8°HS �5 SETTING BLOCK:3 PER PANEL BOTTOM RAIL L:m� NEOPRENE,DUROMETER 85 AT 4'FROM ENDS AND AT CENTER OF EACH PANEL DWG.# SDC003 T—�- —� SHEET: OF 11 PANEL HARDWARE © 2 POINT DEAD LOCK 5TR1KE PLATE N 12 POINT DEAD LOCK S E c 1 KEEPER PER MEETING STILE OR JAMB C I MULTIPOINT MORTISE LOCK PER LOCK MEETING STILE HARDWARE SUPPLIER- AMESBURY HARDWARE SUPPLIER, AMESBURY PART#2470-84 PART 02815-84 ATTACHED AT JAMB OR ASTRAGAL RAIL SOUTHEASTERN DOOR COMPANY ATTACHED TO THE DOOR WITH(2) #6X 1/4' SS FLAT HEAD SCREWS. USING FOUR V/010-16X 1-1/2'PHSMS. ISOS COMMERMLANE IUPRER,FL33458 10.137 10.130 PH:(5 611 74 6-5 493 .56 2.5 (-com 0 O m 0 a u o T DOo Oo000o 5.662 5_ Z=ga oaf Q O O 0 J _� aW � mm 1.969 O O O O O W m H�� o .75 •• i 3.937 3.29 t- H a (E)SINGLE WHEEL ASSEMBLY TANDEM WHEEL ASSEMBLY REMARKS BY DATE 0` 2 PER FIXED DOOR PANEL 2 PER OPERABLE DOOR PANEL C5 HARDWARE SUPPLIER. AMESBURY HARDWARE SUPPLIER- AMESBURY PART 01966-71300-12 PART#1966-7501-14 ADJUSTABLE 1 11/16' DIAMETER NYLON ROLLER ADJUSTABLE 1 11/16' DIAMETER NYLON ROLLER ASSEMBLY WITHALUMINUM HOUSING ATTACHED TO ASSEMBLY WITH ALUMINUM HOUSING ATTACHED TO n THE BOTTOM RAIL USING ONE 1/4'X1 SS ROD. THE BOTTOM RAIL USING ONE 1/4'X1 SS ROD. O DOOR HARDWARE TYPICAL ANDSILW NOEBE REPROOU601N WHO EOa PA Q BUMPER 60MM J 63-T5 ALUMINUM CLIP "'RH°"n"w^EN mxsExr oveNlnxG oaovs,IHc AITFAAEI9H; WHIGNIIGOTPG.OA RiFDFND OIHEA AT HE ONLY NO SCREW NGSNTN,,ISW.wmMEMARE NOEPfRM H6 H5 8 TO VERTICAL STILE HS tc RECE55ED PULL HANDLE I1..� j J�- ��� E•• ��j ADAMS RITE 4431 I 28 I :�V` 5••� �O T MER S SECURING N .7X X X = D S A OF Hl/H2 HI/H2 4.03 ®FIXED PANEL HOLD CLIP H7/H8 H7/H8 3.18 '� �i D� O .25 �^2 ;z4ft61 aMEab!d.c FP. No 7377# a= C B AVIA DeFAa ROPS.INC 39#E DAMA m.w.III 330 4 N 4 N OMA BEACH,M 1!001 4.34 FBPE cum OF AUTH01#TADON N.29579 2 O O FL#: H5 a FL16271 H3 H3 H4 H47H5 H4 H4 H4 H4 i � � � P DATE: 08.02.18 c5 DWG.BY: CHK.BY: H5- ACTIVE DOOR STILE BUMPER 2 PER EACH LOCKING STILE SECURED TO THE TOP AND BOTTOM OF THE VERTICAL '55 ®51NGLE DEADLOCK SCALE: NTS LOCKING STILE WITH (1) 1/4' SMS I LOCK PER LOCK MEETING STILE 51NGLE DEAD LOCK 5TRIKE PLATE HARDWARE SUPPLIER-AMESBURY DWG.a: SDC003 H6- I/8-1X1 FIXED PANEL HOLD CLIP PART 0537-B4 I PLATE PER LOCK 1 PER EACH FIXED PANEL SECURED ONLY TO THE TOP HEADER WITH (1) #8 SMS. ATTACHED TO THE DOOR WITH HARDWARE SUPPLIER-AMESBURY SHEET: s (2) 0 6X 1/4' SS FLAT HEAD SCREWS. PART#537-84 ATTACHED TO THE DOOR WITH(2) #10-16' SS FH SMS O OF 11 1 LI5T OF COMPONENTS S E SILL DRAINAGE ITEM DESCRIPTION MATERIAL SUPPLIER SOUTHEASTERN DOOR COMPANY I JAMB FRAMING 6 ACCESSORIES 1505 COMMERCE LANE 1. I OPTIONAL JAMB SNAP COVER 6063-T5 ALUMINUM SOUTHEASTERN DOOR COMPANY JUPITER,FL 33458 1.2 2 TRACK - JAMB FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 1/4' DIAMETER SILL WEEP HOLES AT EACH PH:(5611746-5493 1.3 3 TRACK - JAMB FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY FACTORY APPLIED DRAIN PAN LOCATED AT 1.4 4 TRACK - JAMB FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY CENTERLINE OF EACH PANEL. u 1.5 5 TRACK - JAMB FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY HOLES ARE ONLY ON THE EXTERIOR SIDE OF Z R IP POCKET JAMB 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY THE THRESHOLD. SEE EXAMPLE BELOW —ti vi $ IP.1 POCKET JAMB SNAP COVER 6063-T5 ALUMINUM SOUTHEASTERN DOOR COMPANY 1' NOTCH y Q p 2.2 2 TRACK - HEADER FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY = 0 3 2.3 3 TRACK - HEADER FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY w o LD m m a 2.4 4 TRACK - HEADER FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY Qos d 2.5 5 TRACK - HEADER FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY ° a 1/8-X1' DRAIN OPENING 3 SILL FRAMING 3.2 2 TRACK - 13/16' SILL FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY w ° m 3.22 2 TRACK - 2' SILL FRAME I 6063-T6 ALUMINUM I SOUTHEASTERN DOOR COMPANY o 3.23 2 TRACK - 3 1/4' SILL FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY FACTORY APPLIED DRAIN PAN S 3.3 3 TRACK - 13/16' SILL FRAME I 6063-T6 ALUMINU I SOUTHEASTERN DOOR COMPANY I LOCATED AT CENTERLINE i C 3.32 1 3 TRACK - 2' SILL FRAME 6063-TG ALUMINU I SOUTHEASTERN DOOR COMPANY OF EACH PANEL \ 3.33 3 TRACK - 3 1/4' SILL FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY r a 3.4 4 TRACK - 6' SIL FRAME 6063-T6 ALU I U SOUTHEASTERN DOOR COMPANY q T REMARKS BY DATE 3.5 5 TRACK - 13/16'If" SILL FRAME ,,,,2;,=I,2 6,U"IOUM I IMITHIAITFIRN DOOR COMPANY SILL FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 3.52 5 TRACK - 2' SILL FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY SILL DRAINAGE EXAMPLE 3.53 5 TRACK - 3 1/4' SILL FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY CONFIGURATION:OXXX 3.A2 2' SILL ADAPTOR 0063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY INTERIOR 4TRACK SYSTEM INTERIOR 3.A3 3 1/4' SILL ADAPTOR 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 4 ATLAS INTERLOCK STILE 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 5 ATLAS NARROW INTERLOCK STILE 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY AND SlWLNOT DE PEPADDUfFO IN WHDIE OP PANE 6 ATLAS DOOR END RAIL 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY w:rxDmwKMMDsErrtDFe H-n Cxovswc AIlFMi1DHS.ADDOIOH;HIGIWGMDN40R ODIEN 7 ATLAS DOOR ASTRAGAL 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY MMANGS TOTNlS DOWMEMARE NOF PERMIPIFO P:ID 8 GLAZING ADAPTOR 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY X11111 II/ 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 10 ENDLLREINFORCEMENT ARAIOM RAIL 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY �%% . O'���ii I1 INTERLOCK REINFORCEMENT 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY EXTERIOR FXIERIOR �� �i 6 WEEPING 6 WEEPING 4 WEEPING i 12 SILL SHEAR CLIP 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 2 WEEPING �� \•E •S••• 'A HOLES 6 HOLES 6 HOLES C ,:�, o I' NOTCH I' NOTCH 1' NOTCH HOLES 4 N 7 7 o .. 1' NOTCH ITEM DESCRIPTION MATERIAL SUPPLIER $ MI 1/2' GLAZING GASKET PVC TEAM PLASTICS INC ^ 'O S A OF 0: za SILL DRAINAGE EXAMPLE M2 13/16' GLAZING GASKET PVC TEAM PLASTICS INC CONFIGURATION:OXXO r M3 W11175 PILE WEATHER STRIPPING ULTRAFAB 3TRACK SYSTEM 'i�T . .O IDP'�••�/�� M4 W11205 PILE WEATHER STRIPPING ULTRAFAB INTERIOR INTERIORW112 M6 BULBSVINYLE WEATHER STRIPPING ULTRAFABNEOPRENE ULTRAFAB �iZZs0 LEN``��� M7 - DUST PLUG ULTRAFAB iL01GDA P.E.ND xE>fuEEkPZ N.7Ma —Z I5 J BOLDING DROPS NO ]98 E 0A Ruc"BL1O./STB ITEM DESCRIPTION MATERIAL SUPPLIER FBPE EsnT•Dr AGiND(D7Anax Na 2257e g HI 2 POINT DEAD LOCK STAINLESS STEEL AMESBURY FL#: H2 2 POINT LOCK STRIKE PLATE STAINLESS STEEL AMESBURY pRERJOR 4 WEEPING 4 WEEPING 4 WEEPING 4 WEEPING EXTERIOR F L 1 6 2 7 1 H3 SINGLE WHEEL ASSEMBLY ALUM./ NYLON AMESBURY HOLES tt HOLES HOLES g HOLES 4 H4 TANDEM WHEEL ASSEMBLY ALUM./ NYLON AMESBURY 1' NOTCH I' NOTCH I' NOTCH I' NOTCH H5 DOOR BUMPER 80 SHORE A NBR, FRANK LOWE RUBBER 6 GASKER CO. DATE: 08.02.18 $ H6 FIXED PANEL HOLD CLIP W/ #8 SCREW 6063-T5 ALUMINUM SOUTHEASTERN DOOR COMPANY DWG.BY: CHK.BY: H7 SINGLE DEAD LOCK STAINLESS STEEL AMESBURY DRAINAGE NOTE: HR H F N a HB SINGLE STRIKE PLATE STAINLESS STEEEL AMESBURY WEEP ROLES ARE INSTALLED UNDER ALL PANELS EXCEPT IN THE INNER TRACK H9 RECESSED PULL HANDLE CAST ALUMINUM ADAMS RITE SCALE: NTS DWG.#: SDC003 SHEET: OF 11