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Home My WebLink AboutPROJECT INFORMATIONwmivt:& �BY agi tueort3iff.` .." T RESISTANT GLAZING DPTION - .096" GLAZING IN MOLDED FRAMES GLUED ATH A 13 GA HORI2 i BOSTIK 1160 OR EQUIVALENT UNDER THE AND SCREWED TOGETHER WITH A MINIMUM SCREWS INSTALLED IN TOP OR 13 GA FLAG " SECTION (WITH OR WITHOUT DECORATIVE fS UNIFORM STATIC DESIGN PRESSURES IS DRAWING, GLAZING SHALL HAVE A 16 GA MIN HT OF 13.73' AND A MAXIMUM LENGTH OF , NO IS NOTAMPACT RESISTANT, AND DOES 5/16x1- : REQUIREMENTS FOR LA !ED SECTION REQUIRES to GA OSTRUTRIS (MINN ( .OWER INTEGRAL RIB OF SECTION AND $I LE TO BE INSTALLED. INSTALLER ))FACTORY 4S LL %Xl 4�THE7J/-STRUT 16 GA MIN TMeO AND OPERATOR' STILE AT THE CENTERLINE PER DETAIL F'ON SHEET 2. 9/150=5/6 :1cTAMT IS ANNn npmm, - 1 wArr SCREW AT 15.21' AND A MAXtKW LENGTH OF ATTACHED TO U-BAR ON UPPER INTEGRAL RIB (SEE s GETA& J SHEET 2 iB CA J-STRUT SCREWED TO LOWER INTEGRAL RIB OF sEcrdN AND OPERATOR STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) , 114-14x7/8" SELF DRILLING CRIMPTiTE SCREW 70 ATTACH TTHHE 4-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE 1a GA STIFFENED AT OF THE ODOR PER DETAIL F ON JAMB JAMB BRACKETS 2. SEE SCHELDULE FOR 3 VRM OR. WOW DOOR STOP NAILED A MAXIMUM ,OF 8" QUANITY, LOCATION, AND TYPE 0.0, MUST OVERLAP TOP AND BOTH ENDS OF PANELS MENIMUM J/ta" TO MEET NEGATIVE PRESSURES. - 4, KEY_LOCK_OR SU12E LOOKS REQUIRED. KEY LOCK, OR, SLIDE LOOK BOTH OR (SEE & SECTION SHALL EE CONSTRUCTED VATH FOAMED AN Note 4T. SLIDE LOCK q PLACE POLYURETHANE FOAM INSULATION CHEMICALLY SHOA FOR CLARITY BONDED TO 30 GA MINIMUM FACER STEEL,ANO A : POLYLAMINA7E BACKER. END CAP TO HAIR A MNIMUM 1.1' DfPT46 yg�E� () S018 odog SECTION 0, THE DESCM OF THE SUPPORD NO STRUCTURAL SEE SHEET 2 FOR ELEMENTS SHALL BE THE,RESPONSIBIUTY OF THE U-BAR LOCATIONS ON PROFESSIONAL OF RECORD FOR THE BUN.ONO OR DOORS NTH OTHER STRUCTURE AND W ACCORDANCE WITH CURRENT BUtLDiNG SECTION QUANTITIES CODES FOR THE LOADS LISTED ON THIS DRANING. AND SEE NOTES 1 AND 2 ON TH13 7. DOOR JAMS TO BE MINIMUM 24 STRUCTURAL GRADE SHEET ,FOR GLAZING LUMBER,TO FOR OPTIONS SUPPORTING STRUCTURE. Q. LOUVER OPTION - .040" MINIMUM LOUVERS IN,,4OLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (0) 20 CA END .CAP --JAMS.- BRA DOOR HEIGHT NO, OF SECTIONS BRACKETS EACH JAMB) LuW ION OF OLNTERUNE BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS f r) 7 -0 4 e 1 OI 2a-1 -1 Qi , 6 JD 7 -0 4 9 1FAOT 10 JB , 2a- JB , 2 JB . a3-1 4 JB 8, -0 a a 13 CO. 23 0 3 . 4 -1 4 OI , s 01 B-0 c E 1 JB 21- B 29- 4 JB . � , a6 J> 8 -0 I T RO PIT TE U LOW JB FOLLOWING DIMENSION DENOTES SLOTTED JAN,B BRACKET TO TRACK WITH 1/4-204116" TRACK BOLT AND NUT. ((ATTACHED INOS)TALLED NNBUTITERFSLYY SLOT NO ADDITIONALTHHAARD RARE NEEDED TO ATTACH TO TRACK, wagne 01 ALL DOORS, WITH HIGH LIFT AND/OR ROOF PITCH REQUIRE USE,OF JCHN E. SCATES, PE 3121 FAIROATE DR. CARROLLTGN,.TX 75007 FL PE M737 TX PE 66308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. CONTINUOUS WALL ANGLE, SEE SUPPLEMENT TRACK CHART FOR DETAILS, i -- ��_ patron , A DIVISION OF OVERHEAD DOOR G 3395 AODISON, DRIVE' PENSACOLA, FLORIDA 32514 850 474-9890 )F �PP2,ADDED SHORT PANEL LAZIING OP ION (NOTE 1) 8/30/06 P4 MODIFED , BRACKET SCH FAT OPTICN. TRACK DETAIL i ORT 4/17/08 LICENSE NUMBER TO TITLE LOCK, CHANGED LOUVER NOTE. ADDED HIGH LIFT AND ROOF PITCH TRACK I NOTE, GRIT 7/22/08 P6 UPDATED TITLE BLOCK GRT 8/26/10 M (5) CSINTER HNGES PER JOINT �: POST SYSTEM IS TO 1 EO DOOR WOTHS GREATER THAN WALLED ON THE CENTER (3) CENTER RINGES PERJOINT LYN Cr THE DOOR. ED ON DOOR WOTHB LESS THAN OR SEE WN'DLOAD POST EQUAL TO 12"-O'. INSTALLAlioN sl'+ISTRUCTIONS. SUPERIMPOSED LOADS ON DESJGN PRESSURE SUPPORTING STRUCTURE MAX DOOR %MTN MAX .DOOR HEIGHT UNIFORM LOAD EACH I JAM ' PLF G"N LOAD AT HIMERAIE SPAR AT EACH POST LOCA710K Kam 1a'-0 '0 + .0 -2080 +,4 - 602 9'-0 +157,0 -208.0 0633,9-1620.3 14'-0° 7'-0 +I9 .0 -2 a. +1 .7 -1 21 .0 70' '—G' +1 10'-0° +1 .0 -2 a. +Q98.-1001,a 6'-0' +107.01-201101 STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T,S, SIZEI A ESIGN (PSF): +39.20/-43,70 MAX WIDTH: 16'-0"1 1 DATE NAME :ST PSF)t +58.80/-65.55 MAX HEIGHT; 8'-O" IDRAWN 1 3/3/06 GRT IPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21" ICHECKED 4/6/06 1 MRS MODELS 5120/6100/9100 SHEET 1 OF 2 DRAWING PART NO. REV. WINDLOAD SPECIFICATION OPTION CODE 0235 319023 P6 13 CA ADJUSTABLE TOP PLACE U-BAR OVE WITH THE 8F 'PRE- HOLES PRE-PUNCHEDN HOLES 1 IN BOTTOM OF U-SAR /� AND ATTACH THRU 1/4-14x6/B° EACH END WITH j2 CQ(2) CRIMP TE SCREWS SELF DRILLING C IT. FOR STANDARD TR, SELF ' Cl; CRIMPTITE SCREWS CRIMPTITE HEADROOM TRACK ARE USED TO. ATTO BRACKET AS WOW DETAIL 13 'GA ROLLER SLIDE ATTACHED.TO PRE -PUNCHED HOLES IN TOP OF U-BAR WITH ((2) 1//4-14x6 8" CRIMP11TE SCREWS, USE VlEW1N0. HOLE (N SLIDE TO ENSURE PROPER ALIGNMENT OF ROLLERS —1 16 'CIA HING!STEM D / WITH (4) 1/ CRIMPTIIE SOF n WHICH ARE ATTACHED) 2* NYLON STORMGARD WITH 4-1/2 18 CA III"' ATTACHED VAN (6) 'I/4-14x5/0" CRIMPTITE SCREWS (2 OF WHICH, ARE FACTORYY ATTACHED., 3 OF WHICH ARE FIELD INSTALLED INTO TAP' LEAF, AND 1 OF WHICH IS FlELp INSTALLED THRU PRE -PUNCHED HOLE IN-U-BAR) _ DETAIL G 12 AA BOTTOM BRACKET (F(ACTO//RY ATTACHED NTH ' a 03�IMPTITE SCREWS FOR IMPACT RESISTANCE,,: ` BOTTOM BRACKET MUST BE SCREWED TO THE BOTTOM (U(-)B�A�R WITH, // D2MING CRIMATIT ' SCREWS.0QSTA L SEE IMPACT BOTTOM BRACKET DETAIL THIS SHEET: JOHN E; SCATES, PE M21 FAIRGATE DR. CARROLLTON, TX 78CO7 FL PE 61737 TX PE 68308/1`2203 PROFESSIONAL ENGINEER'S BEAL PROVIDED ONLY FOR VERIFICATION OF WNDLOAD CONSTRUCTION DETAILS, INTEGRAL RIB 13 CA ADJUSTABLE JNCHEO TOP FIXTURE HEADER TOP PLATE REVISIONS P1 ADDED SUPERIMPOSED 3N0 UPWARD HEADER LOCK E%TEIVSfON DESIGN PRESSURE LOADS ND CAP AT , 4-1.4x7 t(I RED BRACKET TCP LOGIC PLAT@ ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OFFASTENERSRIG AND (3) RK IL Nfl BRED TLOCK REQUIRED FOR NARROVIER TA' LOW DOOR WIDTHS, OF WHICH �. MRB 8/10/08 4ED THE TOP LOW, HE ROOM TRAGK RETAIL. A // (4)0 SCkEWSB/e REWNS 2 ADDED SHORT PANEL GLAZING OPTION (NOTE 1) INTEGRAL ORT 6/30/06 E 'PUNCHED ON IMPACT GNG UPWARD ND CAP AT, USED ONLY GLAZED SE07ION - 11 GA REINFORCEMENT (4) 8/16x1-5/8" `., , LAO $CREWS HEX SOLT & NOT (qj s/1g_12x1• WLF P3 ADDEO IMPACT RESISTANCE TO POOR, ADDED J8 JAMS BRACKET V1//4-14x7 8' E SCR�WS PLAN BRACKET ATTACHED ° WITH (4) 114�14x7/ti SELF 0 ORILUNG 4[16-18x2-1/2,° SCREWS EX BOLT & NOT AT 2" LOCATION, ADDED MODEL WOO, MODIFIED NOTE IE'BOTTOM ,BE CRIMPTITE SCREWS; (2 INNER POST I�DDEL 512'0 91D() MODEL 61 DD 9 TO STATE THAT LOUVERS ARE NOT IMPACT CAP AT . "OUCH BOTH � � RESISTANT, 1/4-140/8" BRACKET AND U-BAR) ' DETAIL E ORT 6/6/07 ME SCREW TTOM FLANGE DETAIL J ATTACH BOTTOM BRACKET TO BOTTOM U=BAR WITH (2) D (6) SECTION DOORS WITH ((8))LJ 3°, 20 OA, P4 MODIFED JAMB BRACKET SCHEDULE FOR RANCES SCREWS AT (1j 1 /4-14x7/8" SELF DRILLING CRIMPTITE 1/4-14x7/8' SELF DRILUNG SCREWS 80 KS 1-BARS LOCATED OVER FAT OPTION. ADDED LHR TRACK'DETAIL SHEET 2, -BARS, ALL RSTAUAD ON SCREW,AT CENTER UNE OF DOOR THRU J-STRUT & OPERATOR BRACKET, NOTE, J-81RRUT & SCREW ONLY. REQUIRED CRIMPTITE INTEGRAL RIBS AS SHOWN ORT 4/17/08 INSTALUNG.. TOP 17XTURE ON GLAZED SECTIONS, SEE NOTES 1 & 2 SHEET 1 """^ - (4) SEC)TION DOORS RESISTANT IMPACT , EON �- ED N4BU BARS GA. THIS INTEGRAL _ BELT/0 140LING 8° CRIMPTITE SCREWS IMPACT 80TTQM �RA�KrET ff \\ 1 1/4-T4x7 B" SELF Ili( i....._ /_, LOCATED OVER INTEGRAL RIBS A9 SHOWN-- SHEET 2, ADDED TEXAS LICENSE NUMBER TO TITLE BLOCK. CHANGED LOUVER N❑TR. Aomte wir.w I In, �� - -. /...__ AND 1 TNRU KEB OF U-BAR AND F2TCH PfN LOCKINGCOtD1ES;tUN ORT 8/26/10 INTEGRAL RIB OF SECTKIN) STRAP AT ALL 'LOCATIONS, REQUIR1 0 A STRAP, BRACKET, (1) (�) n i J4-14at7/8' SELF DRILLING SE) IF �RILUNG CRIMPTITE SCREW WILL BE USED. - 8" X B" MIN WN FLATWA9 ER 8 SLABTURAT EDGE 6' MIR / DETAIL F fEDGE PLACE U-BAR OVER INTEGRAL RIB • �` ANCE 9ATH NOTCH DOW1T 70 CLEAR ALUMINUM O TINUM BOTTOM BRACKET AND *ATTACH CONGRETE .DETAIL THRU EXD CAP AT EACH END Ij-®AR bT7neN1dENT NDTES WTH (1T; 1/4-14x7/8° SELF DRNLLINB CRIMP711E SCREW AS 1/2-13x3-1/2° ` 1, ALL U-BARS SHALL BE PLACED OVER INTEGRAL' RIBS AND, ATTACHED SHOWN AND USE (1j 144-14x7/8" HEX BOLT & NUT I THRU PRE -PUNCHED HOLES WITH (2) T/4-14x5/8' CRIMPTITE SCREWS SELF DRILLING BOTTOM TI SORE AT EACH INTERMEDIATE RIME LOCATION, (2) 1/4-14X7/8! SELF ' ACROSS THE BOTTOM Of THE DRILUNO CRIMPTITE SCREWS AT EACH END CAP (EXCEPT BORN U-SARS. BOTTOM U-BAR AT EACH ,� ' f ON BOTTOM SECTION - SEE DETAIL'D 'A!� D THIS SHEET), (2) PRE E LOCATION. HOLE AT; EKRY / 1/4-14x6/6' CRIMPTfTE SCREWS APPROXIMATELY MIDWAY BETWEEN ;END HINGE IOCATIQN. USE (i) 1/4-1406//8' CRIMPTITE SCREW (4p 5�%-12x1° \ , , / OF DOOR AND INTERMEDIATE APPROXIMATELY TEN'OE 1ODATKlN, AN END, 7FOR DOOR AT ALL OTHER PRE -PUNCHED S LF KILLING BOTTOM CRIMPTiTE SCREW APPROXIMATELY E' FROM EACH END, FOR tlODR HOLE LOCATIONS. SCREWS LOCK WIDTHS GREATER THAN 12'-0", THERE SHALL BE A TOTAL OF (20 PLATE SCREWS ATTACHING EACH U-SAR EXCEPT BOTH U-SARS ON BOTTOM �yBn3/4' MIN STAINLESS CREWS SECTION SHALL HAVE A TOTAL OF (�8) SCREI9S EACH. FOR:DOOR SCREWS WITH STAINLESS ' ' - §WOTHS LESS THAN OR EQUAL TO 12 -0°. THERE SHAD BE A TOTAL OF BACKED RUBBER WASHERS (10) SCREWS,ATTACHINO EACH U-SAR EXCEPT B-B OTH UARS ON 3-i/2° 0 C MAX NON -'STRUCTURAL DECORATIVE BOTTOM SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH, _ OUTER -WINDOW TRIM 8. WITH THE EXCEPTION OF THE ((B PRE-PUNcHtD.HOLES IN THE TOP 1/4' POLYCARSONATE OF EACH END USED FOR ATTACHN T OF THE ROCLLER SLIDES AND THE 1/5° BEAD GE —� A6TTACHHMENT OF TIE TOOPP FIXTLITHE EBAND UNLESSA90T D OTHERRWI FOR ONE UL7RAOLAZE SSG4000AO k 1� _ THIS SPECIFICATION DRAWINO, ALL PRE -PUNCHED HOLES IN ALL STRUCTURAL I - U-BARS SHALL BE ATTACHED TO THE ODOR WITH'1/4-106/6' SEALANT OR CRIIdPDTE SCREWS EQUIVALENT w 3. 20 CA U-SARS SHALL BE STAMPED "34' APRROXIMATELY B' FROM FACER STEEL EACH END, 57ATIC PRESSURE RA'ONGS APPROVED SIZES SCALE: N,T.S, SIZE: A waynea DESIGN (PSF): +39,20/-43.70 MAX NADTH: 16'-0"I DATE NAME / TEST (PSF): +5&80/-65.55 MAX HEIGHT: B'-0" IDRAWN I 3/3/C6 ORT NON-STRUCTURAL �a��®� IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21" CHECKED 4/6/06 MRB DECORA7VE INNER , / MODELS 512Of6100/910Q' SHEET 2 OF 2 WINDOW, fFtlM A MVIS10N OF OVERHEAD DOOR CORPDRAWING PART NO. REV. rn�� 3395 ADDISON DRIVE De DETAIL H PENSACOLA, FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 0235 319023 P5 850 474-9890