17-18165 - Laserfiche WebLink

Browse Search

,_, ��` SEE U-BAR NO7E ON SHEET 1.NDN-IMPACT RESISTANT GLAZING OP710N - .090' 2 FOR U-BAR INSTALLATIpN � REVISIONS A1INIMUM SSB GLAZING IN MOLDED FRAMES CLUED WITH A 13 CA HORIZ AN(LE E t REVISED 7/8'BEAD OF BOSi1K 1100 OR EOUIVALENT UNDER TME EET SUPERIMPOSEO DESICN OUTER FRANE AND SCREWED TOCETHER N7TH A NPIIMUM rt�� RESSURE LOADS ON OF (6) BBa1'SCRENS INSTALLW IN TOP OR IN7ERMEDIATE 13 CA FUG ANGLE • ' '` PPOR7ING STRUCTIIRE SEC710N(W17H OR 1NTHOUT DECORAi1VE INSERTS)MEETS � rte s/to/oe UNIFORM STATiC DESICN PR6SURE5 9iOWN ON 7HIS I DRAN7NG. GIAZING 91ALL HAVE A MA%IMUM HEIGHT OF 16 GA L11N HORIZ 2 ADDED SHORT PANEL 11.75'AND A M/il01AUW LENGIH OF 76.75�. GUZING IS 7RAdC A GLAZING OP710N NOT INPACT RESISTANT AND DOES N07 NEEi 1HE / / (NOTE 1) REOUIREMENTS FOFi H7ND-BORNE DEBRIS REqONS. GLAZED 5/16:1-5/B' SHEE7 GRT 6 30 06 SEC710N REOUIRES 18 CA J-S7RU7 SCREWED TO LOWER LAG SCREH5 IN7ECRAL R19 OF SECTON MXl OPERATOR 5711E 70 BE _ (MIN 3 AS 3 ADDED IMPACT FACTORY INSTALLED.WSTALLER SHALL FlEtD MSTALL(t� �� ' ESISTANCE TO DOOR. ' DDED JB JAMB BRAqCET 7/4-14x7/B"SELF DRILLWC CRIMPTITE SCREW TO ATTACH 16 GA MIN VERT 78 GA OPERATOR STILE FACTORY T 2'LOCATION. MODIFlED THE J-SiRUT TO THE IN7ECRAL RIB ANO OPERATOR SiILE TRApc ADHERED TO CENTER OF TOP SECiION OiE 9 TO STATE THpi AT hIE CENTERUNE OF 7HE DOOR PER DE7AIL F ON 20 GA END CAP OUVERS qRE NOTIMPACT SHEET 2. 5/16a1-5/8�LAC E515TANT. 2. IMPACT RE95TANT q.AZINC OPTION -IMPACT SCREW A7 EACH B T 6/6/07 RESISTANT CLA7JNC SYS7EM MAY BE INSTALLm IN TOP JAMB BRACKET �' 4 MOOIFED JAAIB OR IN M IATE SECTON N7TH OR H71HWT DECORA7IVE ��T RACKE7 SCHEWLE FOR INSERTS). GLAZING SHALL BE I/�'MAKROION-AR 1/4-20x9/16' TRAIX AT OP710N.ADDED LHR POLVCNt90DlAlE OR EOUAL MZ�NG 9iAlL HAVE A BOLT AND 1/4-20 HIX ' TRACK DETAI�SHEE7 2. AIAXIMUM�H�CHT OF 15.21'M1D A AI/JaMUM LENGTH OF NUT AT EACH J9 JANB � 50.08".CUt21NG IS UIPACT RE95TANT AND DOES MEET BRACKET LOCATON , GRT 4/17/OB TNE REWIREMENTS�OR N1ND-BORNE DEBRIS REGIONS F 5 ADDED IAIPACT SEE DETAIL H ON 9iEET 2 FOR ASSENBLY DE7AIL5, • C EET ESISTANT GLAZWG. GIAZED SEC710N REONRES REINFORCEMENT BRApCETS . DDED CONCRETE DETAIL ATTACHED TO U-HAR ON UPPER INTEGRA�RIB (SEE T � EE7 2 ADDEO 7EXA5 DETAIL J SHEE7 2),1B CA,HSTRUT SCRERED TO LOWER � CENSE NUMBER TO T17LE INTEGRAL RIB OF SECTION AND OPERATOR S71LE TO BE BLOCK. CMANCED LOUVER FACTORY INSTALLED.PISTALLER SHALL FlELD P15TALL(1) ' OiE.ADDED HIGH LffT 1/�-76a7/8'SELF DR4UNC 621NPTITE SCREW TO ATTACH � • NO ROOF pITCH iRAqC THE J-SiRUT TO 7HE INiECRAL RIB AND OPERATOR STILE I • OTE. Ai THE CENTERLINE OF THE DOOR.P157ALLER SHqLL 15 GA S7IFFENE I GRT 7/22/OB FIELD INSTALL(7)7/4-t4x7/8'SELF DRIWNG CRIMP7IiE ��B BRACKETS , 6 UPDATED TITLE BLOCK SCREW 70 ATTA01 7HE J-SifiUT TO 7HE INIEGRAI RIB gE SCJiELDULE FOR AND OPERATOR SIILE AT THE CENTERUNE OF 7HE DOOR �AN�TM•�Q�n�• � GRT B/26/10 PER DETAIL F ON SHEEi 2 AND TYPE 3. VINYL OR WOOD OOOR SttW NARED A NAIOMUN OF 6' KEY LOCK OR SUDE LOpC 0.C. AIUST OVERLAP TOP AND B07N ENDS OF PANEL$ NMIMUN 7/16'TO MEET NEGATVE PRESSURES. BO7H ENDS(SEE NOTE 4). SUDE LOCK SHONN FOR 4.KEY LOCK OR SUDE LOpCS REONRED. CLAR�TY 5.SEC710N SHA11 BE CWJSiRUC7ED-WIIH FDAMEO IN PIACE POLYUREh1ANE FOAM INSULATION CHEMICALLY ��q��CTION G BONDED TO 30 CA lAINIMUM FACER STEEL AND A SOUO DOOR SHOWN. �T POLYLAMINATE BACKER.END CAP TO HAVE A NININUM SEE y1EEi 2 FOR �'� ��TM• U-BAR LOCATIONS ON DOORS N17H 07HER p 6. iHE DE9CN OF THE SUppppTNG STRUCNRAL SEC710N OUANT171E5 ELEMEN7S SHALL BE iHE RESPON9BILITY OF 7HE AND SEE NOTES 1 EET PROFESSIONAL OF RECORD FOR hIE BUILDING OR AND 2 ON THIS STRUCNRE AND IN ACCORDANCE H77H CURRENT BUILDWG 91EET�OR GLAZING CODES FOR 7HE LOADS USTED ON THIS DRAWINQ OPTONS 7. DOOR JAMB TO BE MINIMUN 2=6 SiRUC7URAL CRADE NOiE: pOS7$7SiEM IS TO BE LUMBER. REFER TO JAUB CONNECTON 91PPLQ,IfNT FOR " INSiALLED ON iHE CQJTER ATTAGHAIENT T�$UPVORTNC STRUCTURE LWE� hiE DOOR. SEE MINDLOAD POST 8.LOUVER OPiION -.040�NP11NU11 LOUVQtS IN NOLDED INSTALIAiION INS7RUC710NS FRAMES SCREWED TOGEhIER VA7H A NINIMUM DF(6) /8x1'SCRENS INSiALLED IN THE BOTTOU SEC710N, LOUVERS ARE N07 IMPACT RESISTANT AND DO NOT MEET THE REOUIREMENTS FOR WIND-BORNE DEBRIS RECIONS LOUVERW SEC710N REWIRES OPERATOR Si0.E TO BE SUPERIMPOSED DESIGN PRESSURE FACTORY INSTAUFo AT n+E cer+�NE oF n+E ooOR. LOADS ON SUPPOR7ING STRUCTURE JAMB BRACKET SCHEDULE DOOR N0. OF N�" '�B 7{�pq� LOC/+nON OF CENiERL1NE JtwB NAX NA% UNIFORIA PqNT LOAD AT HEADER AN HE1GH7 SEC710N5 BRA�� TYpE �A�TS MEASURED FROM BOTTOM DOOR DOOR LOAD EACN SLqB AT EACH POST (EACH,1AM8) OF TF2ACK(ALL DIAIENSIONS t 2') �D1F1 HEIGHT JAMB P LOCA710N lB5 r-0 4 5 01 '(JB.13'(QI). 25-1 '(JB).15-1/4'(01, 6J" (JB 18._�. 7'-0' +126.1/-167.3 +1237.5/-1381.9 ��-�� 4 5 . FAT '(JB). 10'(JB).25-3/4'(JB). 42'(JB).63-1/4'(JB) B'-0' +126.1/-167.3 +1406.3/-157Q3 e'-° s s a '(�a), ia'(op. zs'(.$).x-(�). a�-i/a-(a).e�'(oi) 8�-�� 5 6 FAT ��,18).�0'�JB).21-�/4��8).29-3/4��,18).48'��8).66'�JB) >8'-0'/HIGH LIFT/ROOF PITCH SEE N07E BEIOW NOiF• (JB)FOLLON7NC DIMENSION DENO7E5 SL0T7E0 JAAIB BRAGCET ATTACl1ED TO 7RApC N17H 1/4-2pzg�75'7{tqp�BOLT AND NUT. STATIC PRESSURE RATINGS APPROVED SIZES SCALE:N.T.S. SIZE: A (p�FOILOYANG OIMEN90N DENOTES�IILK INSTALL JAAIB BRACKEi � DESIGN PS � INSiALLED M BUTTEF2RY SLOT.NO ADDIiIONAL HAROWARE NEEpED �� +30.00/-33.SD MAX WIDhI: 78'-0' DATE NAME TO ATfACH TO iRACK. TEST (PSF): +45.00/-50.25 MAX HEIGHT: B'-0" DRAWN 3/3/06 GRT JpiN E SCA7[S PE N.L DOORS wiTEi W(a�UF7 nND/OR ROOf'PI7CH REOUIRE USE OF ��t�� IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:21'CHECKED 4/6/06 MRB 3fYl iMRCA7E DR CONIINUOUS WALL AN0.E SEE SUPPLEMET7T TRAq( Q{qRT FOR - uR�«,-Ta+,,��soo� DETAILS MODELS 5120/9100 SHEET 1 oF 2 FL PE 517]7 TM PC 56]OB/F220} DIVISION OF OVERHEAD DOOR COR PRORSS�ONA�EN�NNCpt^5 gnL pqpyiOED ON�Y FOf7 3395 ADDISON ORIVE DRAWING PART N0. REV VERtFICATON Of'MNOLOAD CONSTRUCTON DETAIIS VENSACOLA,RORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 0236 319024 P6 850 474-9690