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13 GA ROLLER SLIDE ATTACHED TO REVISIONS ZING OPTIONS-.090'WNIMUM 13 CA HORIZ ANGLE BRACKET WITH 5/16-18 SOLT&NUT P1 MODIFIED NOTES TO SSB GLAZING IN MOLDED FRAMES IN CENTER SLOT AND 1/4-20x9/16' STATE THAT LOUVERS SCREWED TOGETHER WITH A MINIMUM OF TRACK BOLT&1/4-20 HEX NUT ARE NOT IMPACT (10)J8x1-SCREWS INSTALLED IN TOP OR 13 CA FLAG ANGLE THROUGH ANY TWO ALIGNING HOLES RESISTANT. INTERMEDIATE SECTION (WITH OR WITHOUT CRT 6/29/07 DECORATIVE INSERTS}MEETS UNIFORM I 13 GA COMMERCIAL'A•FRAME STATIC WHO PRESSURES SHOWN ON THIS 16 GA MIN HORIZ J TOP BRACKET ATTACHED WITH 20 GA CENTER STILE-- FG DOOR I P2 ADDED MAX GLAZING DRAWING.GLAZING SHALL HAVE A TRACK (4) 1/4-14x7/8"SELF DIMENSION TO NOTES MAXIMUM HEIGHT OF 10.69'AND A DRILLING CRIMPTITE SCREWS —\ SHEET 1.ADDED TRACK TO ILMAXIMUM LENGTH OF 16.94'.GLAZING IS 5/16x1-5/8' - NOTE. AG CONNECTION NOT IMPACT RESISTANT AND DOES NOT LAG SCREW(MIN 4 ��..��-� . MEET THE REQUIREMENTS FOR AS SHOWN) CRT 11/t0/07 WIND-BORNE DEBRIS REGIONS. {4}1J4-20x4fi6`LARGE ADD(2)1/4-14x7/8' ^�-'� SELF DRILLING CRIMPTITE SCREWS 1 P3 MODIFIED LOUVER 2.VINYL OR WOOD DOOR STOP NAILED A HEAD TRACK BOLTS OR {INSIDE OF EACH ENO HINGE t6 CA END STILE \ -m OPTION-ADDED TEXAS MAXIMUM OF 6'O.C•MUST OVERLAP TOP 1/4-20 STUDS MT1t LICENSE BLOCK. TO AND BOTH ENDS OF PANELS MINIMUM 1/4-20 HEX NUTS a '° TITTLE BLOCK- 7/16'TO MEET NEGATIVE PRESSURES. Z-NYLON S70RMGAM ROLLER ' 'm GRT 9/i9/OB 15 CA MIN VERT WITH 4-1/Y STE 3,KEY LOCK.SLIDE LOCK,OR OPERATOR TRACK P4 UPDATED TITLE BLOCK REWIRED. - GRT 4/16/12 1/4-20x9/16"TRACK 4.LOUVER OPTION-.040'MINIMUM BOLT AND 1/4-20 HEX LOUVERS IN MOLDED FRAMES SCREWED NUT AT EACH JB-US I �" TOGETHER WITH A MINIMUM OF(10)-08x1' JAMB BRACKET LOCATION f1 —• SCREWS INSTALLED IN THE BOTTOM _ t4 CA WIDE BODY END � TD SECTION.LOUVERS ARE NOT IMPACT HINGE ATTACHED WITH RESISTANT AND DO NOT MEET THE Sf16x1-5/8"LAG ( {4}1/4-14x5f8"SELF a REQUIREMENTS FOR WIND-BORNE DEBRIS SCREW AT EACH TAPPING SCRE ' REGIONS. JAMB BRACKET 4 ° 5. SECTION STEEL TO HAVE A MINIMUM 26 CA THICKNESS 6. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL 15 GA STIFFENED 18 GA NARROW BODY OF RECORD FOR THE BUILDING OR JAMB BRACKETS INTERMEDIATE HINGE To STRUCTURE AND IN ACCORDANCE MIN SEE SCHELDULE FOR ATTACHED M7H(a) CURRENT BUILDING CODES FOR THE OUANITY,LOCATION, t 4 t4x5 SELF LOADS LISTED ON THIS DRAWING. AND TYPE /- /8 ° TAPPING SCREWS 'm 7•DOOR JAMB TO BE MINIMUM 2.4 KEY LOCK OR SLIDE LOCK •�""�� STRUCTURAL GRADE LUMBER REFER TO ONE ENO(NOT REWIRED -� JAMB CONNECTION SUPPLEMENT FOR WITH OPERATOR- SEE 14 CA BOTTOM BRACKET ATTACHMENT TO SUPPORTING STRUCTURE. NOTE 3). SLIDE LOCK ATTACHED WITH(2) SHOWN FOR CLARITY 1/4-14x7/8'SELF DRILLING B.FOR LOW HEAD ROOM LIFT CRIMPTITE SCREWS AND(1) - CONDITIONS TOP BRACKET SHALL BE A 1/4-14x5/B'SELF DRILLING I 13 CA LHR 7/4 TOP BRACKET WITH A TAMPER RESISTANT SCREW---^---- 1 TO MINIMUM OF(3)1/4-14x7/8-SELF `_ s DRILLING CRIMPTITE SCREWS IN UEU OF NOTE, (4)SECTION SOLID ° THE BRACKET SHOWN ON THIS DRAWING DOOR SHOWN SEE SHEET 2 ` m U-BAR ON TOP SECTION SHALL BE FOR U-BAR LOCATIONS ON INSTALLED ON TOP OF LHR TOP DOORS MIN OTHER BECKON BRACKETS, CUANT17TES AND SEE NOTE 1 THIS SHEET FOR GLAZING OPTIONS SCHEDULEJAM6 BRACKET - - _ -SUPERIMPOSED DESIGN PRESSURE' NO.OF JAMB LOCATION OF CENTERLINE,OF JAMB," , DOOR NO-OF ,BRACKETS - - BRACKETS MEASURED FROM BOTTOM , LOADS ON SUPPORTING STRUCTURE HEIGHT SECTIONS(EACH JAMB) OF TRACK-(ALL DIMENSIONS t 2-) DOOR tl00R UNIFORM LOAD EACH JAMB{PI-F) 6-6' 4 7 2 JB-US, 10 J8-US,21-3 4 JB-US,29-3 4 JB-US.39 JB-US, 48 JB-US,57-1 4 JB-US WIDTH HEIOtT 7'^0' 4 1 Y J8-US•i0 JB-US,2t-3 4' JB-US,29-5 4 ,M-US),42 JB-US,52-t JB-US.63-I 4 JB-US 8'-O ALL +142.8f-164.0 -6'. 5 B Z JB-US• 10 JB-US,18-J 4 .1B-US,26-3 4� JB-US.36 J8-US,45 JB-US,54-1 4 Jo-US,74-1 J0-US ' B-0 5 8 2 JB-US.t0 JB-US,21-3 4 JB-US,29-3 4.JB-US 39 JB-US,48 JB-US, 7-t 2 JB-US,7 t JB-US 9•-0' All +t60,7/-184.5 8-q sE NOTE a tOw NOTE- (JB-US)FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16-TRACK BOLT AND NUT AS SHOWN ABOVE. ALL DOORS GREATER THAN 8•IN HEIC141 REWIRE USE OF CONTINUOUS WALL ANCLC SEE SUPPLEMENT TRACK CHART FOR DETAILS. STATIC PRESSURE RATINGS APPROVED SIZES SCALE:N.T.S. SIZE: A � ld�l� DESIGN (PSF): +35.7D/-41,00 MAX WIDTH: 9'-0" DATE NAME {i�livr TEST (PSF}: +SS.55/-6f.50 MAX HEIGHT: 14'-0- DRAWN 5/16/06 GIRT ®��ton IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT:27"CHECKED 1/2Z/07 MRB aSTA a S 121.PE ■■ xw+SiE�+SMLLE.TX 75067 xDo MODELS 8000/8100 SHEET 1 OF 2 FL PE 77813 DIVISION OF OVERHEAD DOOR COR tx PE 1D5291 3395 ADDISON DRIVE DRAWING PART N0. REV. PRDFESSKu+AI ENO ONLY nEERS SEAL PRWDED FOR PENSACOLA.FLORIDA 32314 WINDLOAD SPECIFICATION OPTION CODE 1103 327012 P4 VERTICA M OF WNDLOAD CONSIRUCnd DETARS. 050 474-9890