HomeMy WebLinkAboutEngineering NGffm REVISIONS
1.GLAZING OPTION - .125'MINIMUM SSB Pl ADDED TEXAS
GLAZING IN MOLDED FRAMES SCREWED 13 GA HORIZ ANGLE LICENSE NUMBER TO
TOGETHER WITH A MINIMUM OF(12)
#80/4'SCREWS INSTALLED IN TOP OR SEE U-BAR NOTE ON SHEET TITLE BLOCK.
INTERMEDIATE SECTION (WITH OR WITHOUT 2 FOR U-BAR INSTALLATION DOOR 0/30/08 GRT
DECORATIVE INSERTS)MEETS UNIFORM
13
DECORATIVE FLAG ANGLE
STATIC WIND PRESSURES SHOWN ON THIS \
DRAWING.GLAZING SHALL HAVE A MAXIMUM 16 CA MIN HORIZ 1
HEIGHT OF 14'AND A MAXIMUM LENGTH OF TRACK
17'. GLAZING IS NOT IMPACT RESISTANT A
AND DOES NOT MEET THE REQUIREMENTS 5/1621-5/8" -
FOR WIND-BORNE DEBRIS REGIONS. LAG SCREWS
NAILED
4 AS SHOWN) HEET E
2. VINYL OR W000 DOOR STOP NAILA
MAXIMUM OF 6'O.C.MUST OVERLAP TOP (4)1/4-20x9/16' SHEET
AND BOTH ENDS OF PANELS MINIMUM TRACK BOLTS dt
7/18' TO MEET NEGATIVE PRESSURES. 1/4-20 HEX NUTS
3.-KEY LOCK OR SLIDE LOCKS REQUIRED. 1/4-20x9/16"TRACK 20 CA END CAP
BOLT AND.1/4-20 HEX 1
4. SECTIONS SHALL BE CONSTRUCTED WITH NUT AT EACH JB-US
.052'MINIMUM VINYL FACER AND.032' JAMB BRACKET LOCATION
MINIMUM VINYL BACKER WITH A
POLYURETHANE CORE. 15 CA MIN VERT
TRACK
S. SECTIONS SHALL HAVE 1-1/4"x 1-1/2'
x 22 GA CONTINUOUS INTERNAL RAILS AT
THE TOP AND BOTTOM OF EACH SECTION.
THE ENDS OF EACH RAIL IN THE TOP OF 5/16x1-5/8'LAG
EACH SECTION SHALL BE REINFORCED WITH SCREW AT EACH
A 15 GA REINFORCING BRACKET. JAMB BRACKET I B
6. SECTIONS SHALL HAVE 20 GA BACKUP HEET E
PLATES AT ALL INTERMEDIATE HINGE
LOCATIONS 15 CA STIFFENED I C
JAMB BRACKETS
7. THE DESIGN OF THE SUPPORTING SEE SCHELDULE FOR HEET
STRUCTURAL ELEMENTS SHALL BE THE QUANITY,LOCATION, F TYP
RESPONSIBILITY OF THE PROFESSIONAL OF AND TYPE
RECORD FOR THE BUILDING OR STRUCTURE •� I SHEET
AND IN ACCORDANCE WITH CURRENT
BUILDING CODES FOR THE LOADS LISTED ON KEY LOCK OR SLIDE TYP
LOCK EACH END(SEE
THIS DRAWING. NOTE 3). SLIDE LOCK em I R
8. DOOR JAMB SHALL BE MINIMUM 2x6 SHOWN FOR CLARITY.
STRUCTURAL GRADE LUMBER. REFER TO I
JAMB CONNECTION SUPPLEMENT FOR
ATTACHMENT TO SUPPORTING STRUCTURE. G
9. CONCRETE FLOOR SHALL BE 3-1/2' NOTE, (4)SECTION SOLID SHEET
THICK AND 2500 PSI MINIMUM. DOOR SHOWN. SEE SHEET 2 .
FOR U-BAR LOCATIONS FOR
( SECTION DOORS AND SEE
N)OTE 1 ON THIS SHEET FOR D
GLAZING OPTION.
HEET
SUPERIMPOSED DESIGN PRESSURE NOTE: 16'DOOR SHOWN. SEE
LOADS ON SUPPORTING STRUCTURE SHEET 2 FOR HINGE, BACKUP PLATE,
DOOR DOOR UNIFORM POINT LOAD AT HEADER `� - DOORPAND OST LOCATIONS ON OTHER SIZE
WIDTH HEIGHT LOAD EACH AND SLAB AT EACH
JAMB PLF POST LOCATION (LBS)
10'-0' 7'-0" +2117.0)-52- +1027.3/-1145.6 JAMB BRACKET SCHEDULE
+217.0/-242. +1167.4/-1301.9 CENFERLINE OF JAMB
7'-0' 260.4/-290. +699.9/-780.5 DOOR NO. OF BRACKETS BRACKETS MEASURED FROM BOTTOM
12'-0' 8•_0. 260.4 -290. +795.3 -887.0 HEIGHT SECTIONS(EACH JAMB) OF TRACK(ALL DIMENSIONS t 2')
15'-0' 7'-0' 325.5/-363. +959.6/-1070.1 6-6" 4 4 2 -USj. 21-3 4 JB-US,39 JB-US. 57-1 4 J8-US
8'-0' 325.5/-3fi3. +1090216.1 7'-0' 4 4 2 JB-US, 21-3 4 JB-US.42' JB-US, 53-10" JB-US
7'-0' 347.2/-387. +1133.3/-1263.9 7'-6' 5 5 2- J 1-US, IB-344- JB-US,36 JB-US, 54-144- JB-US, 74-142- JB-US
8'-0' 347.2/-387. +1287.9/-1436.3 -0' S 2 JB-US 21-3/4- JB-US 39 JB-US 57-1/2- JB-US 75-112- JB-US
NOTE,
(JB-US)FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16' TRACK BOLT AND NUT AS SHOWN ABOVE.
STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A
Wa �® RESIGN(PSF) +43 40/ 48:40 MAX WIDTH: 16'-0" DATE NAME
ZEST,(PSS: -'6510/74?60'i MAX HEIGHT: 8'-0' IDRAWN 1 7/27/07 1 CRT
Baton IMPACT/CYCLIC RATED (YES/NO): NO IMAX SECTION HEIGHT:21'ICHECKEDI 8/1/07 1 MRB
MODEL 8700 SHEET 1 OF 2
MARK R. BARROW, PE 3395 ADDISON DRIVE DRAWING PART N0. REV.
FLORIDA LICENSE NO. 57389 PENSACOLA. FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 1022 329477 P1
TEXAS LICENSE NO. 93119 (850) 474-9890
13 GA COMMERCIAL'A' 13 GA ROLLER SLIDE REVISIONS
FRAME TOP BRACKET ATTACHED TO BRACKET INTERMEDIATE HINGE, BACKUP PLATE, AND POSTLOCATION Pl ADDED TEXAS
ATTACHED WITH(4) WITH 5/16-18 BOLT&
1/4-14x7/8'SELF DRIWNGNUT IN CENTER SLOT LICENSE NUMBER TO
CRIMPTITE SCREWS •` AND 1/4-20x9/16' 76• - I TITLE BLOCK.
1 TRACK BOLT&1/4-20 0/30/08 GRT
HEX NUT THROUGH ANY
TWO AUGNING HOLES
DETAIL A POST- ' POST
2'STEEL ROLLER WITH , f 15' -
5-1/8'STEM
II
14 GA WADE BODY END
HINGES ATTACHED N1TH
(6)1/4-14x7/8'SELF
DRILLING CRIMPTITE
SCREWS DETAIL B r POST 12' POST-'o'
18 GA NARROW BODY / (2)5/16-12x1' LOCKING
INTERMEDIATE HINGES SELF DRILLING STRAP
ATTACHED N1lH(4) ® SCREWS W/5/16
. 1/4-14x7/8"SELF U FLAT WASHERS ,
DRILLING CRIMPTITE
scaEws 1 POST POST U—BAR LOCATIONS
Y 70. I
• (5) SECTION DOORS
'\ % WITH (6)3'18 GA
DETAIL C I I I T KSI U-BARS
LOCATED AS SHOWN
14 GA BOTTOM BRACKET ALUMINUM POST (4)SECTION DOORS
ATTACHED 1N1H (2) 5/16' WITH(5)3'18 GA 80
1/4-14x7/8'SELF DRILLING HITCH PIN KSI U-BARS LOCATED
CRIMPTITE SCREWS AND(1) POST N9IE: ONLY ONE AS SHOWN
1/4-14x5/8'TAMPER DETAIL F POST IS REQUIRED
RESISTANT SCREW ON 10'WIDE DOOR
DETAIL D 14 CA NO. 2 HALF HINGE
ATTACHED TO DOOR WITH ALUMINUM
_ (3)1/4-14x7/8'SELF 1--' POST
• TOP PLATE DRILLING CRIMPTITE
EXTENSION SCREWS
HEADER LOCK LOCKING
BRACKET / STRAP
TOP LOCK (2)5/16-12x1'
PLATE SELF DRILLING
' SCREWS W/5/1fi I ATTACH U-BAR WITH(1) 1/4-14x7/8'SELF
' FLAT WASHERS DRILLING CRIMPTITE SCREW AT EACH HOLE
LOCATION. THERE SHALL BE A TOTAL OF
(4)5/16x1-5/8' (4)5/16-12 1/2-13x3-1/2' (12)SCREWS FOR THE 10'DOOR WIDTH,
LAG SCREWS x 1' SELF HEX BOLT&NUT (14)SCREWS FOR THE 12'DOOR WIDTH,.
DRILLING (16)SCREWS FOR THE 15'DOOR WIDTH,AND
SCREWS 5/16' / (18)SCREWS FOR THE 16'DOOR WIDTH.
5/16-18x2-1/2' ALUMINUM HITCH PJIN \
HEX BOLT&NUT POST ,BOTTOM
DETAIL E (4)5/16-12x1' LOCK
\._� PLATE
SELF DRIWNG
SCREWS
DETAIL G NOTE: U-BARS LOCATED ON TOP OF
THE SECTION SHALL BE PLACED ON TOP
OF THE BOTTOM HINGE LEAFS AS SHOWN
(NOT APPLICABLE TO TOP SECTION)
NOTE, ALUMINUM POST NOT
SHOWN FOR CLARITY
STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A
W �9 ® DESIGN (PSF): +43.40/-48.40 MAX WIDTH: 16'-0' DATE NAME
TEST(PSF): +65.10/-72.60 MAX HEIGHT: 8'-0' DRAWN 7/27/07 CRT
on IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT:21 CHECKED 8/1/07 MRB
a
MODEL 8700 SHEET 2 OF 2
MARK R. BARROW, PE 3395 ADDISON DRIVE DRAWING'PART N0. REV.
FLORIDA LICENSE NO. 57389 PENSACOLA, FLORIDA 32514
TEXAS LICENSE NO. 93119 (850) 474-9890 WINDLOAD SPECIFICATION OPTION CODE 1022 329477 P1