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Home My WebLink AboutPLANSIL .AZING OPTION - .125' MINIMUM SW :INO IN MOLDED FRAMES SCREWED THER WISH A MINIMUM OF (12) ly GA HORIZ ANGLE /4' SCREWS INSTALLED IN TOP OR WEDIATE SECTION (LINT OR WTHOUT RATEE INSERTS) MEETS UNIFORM 1] GA FLAG ANGLE iC WHO PRESSURES SHOWN ON THIS MO. GLAZING SHALL HAVE A MAXIMUM I6 GA MIN HCRIZ IT OF 14' AND A MAXIMUM LENGTH OF TRACK GLAMG IS NOT IMPACT RESISTANT DOES NOT MEET ME REQUIREMENTS 5/16A1-5/8' WIND-BGRNE DEBRIS REGIONS 2. VINYL OR WOOD DOOR STOP NAILED A (MIN 4 AS SHOWN) MAXIMUM OF 6' O.C. MUST OVERLAP TOP (4) 1/4-20A/I6' AND BOTH ENDS OF PANELS MINIMUM PRAM BOLTS h 7/16' TO MEET NEGATIVE PRESSURES. 1/4-20 HEX NUTS ]. KEY LOOK, SLIDE LOCK, OR OPERATOR 1/4-204/16' TRAM REQUIRED. BOLT AND 1/4-20 HEX NUT AT EACH JD -US 4. SECTIONS SHALL BE CONSTRUCTED WIT JAMB BRACKET LOCATION .052' MINIMUM VINYL FACER AND .032' MINIMUM MNYL BACKER MTN A 15 CA MIN VERT POLYURETHANE CORE. TRACK OF 5/18�1-5/8' LAG WTH SCREW AT EACH JAMB BRACKET NTH...— KEY LOCK OR SIDE USiED ON LOOK ONE NO (NOT REQUIRED WITH OPERATOR - SEE 1 2.6 NOTE 3). SIDE LOCK FER TO SHOWN FOR CLARITY. NOTE: (4) SCOTCH SOUR DOOR SHOWN. SEE SHEET 2 FOR U-BAR LOCATIONS FOR (5) SECTION DOORS AND SEE NOTE 1 ON THIS SHEET FOR GAZING OPTION. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR DOCK HDGHT UNIFORM LOAD EACH JAMB (PLF) WON e'-O' Atl +I66.4/-185.2 9'-0' ALL 1 +187.2/-208.4 MARK R. BARROW, PE FLORIDA LICENSE NO. 57389 TEXAS LICENSE NO. 93119 SEE U-BAR NOTE ON 2 FOR U-BAR INSTAL v T1. GA ErvD CAP JAMB BRACKET SCHEDULE DOON HpGI1T N0. CF SECTIONS N JAN BRACKETS (EACH JAMB) L AR N N AM BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSONS S 2') 6'-6' 4 ] 2 JB-US, II 10 JB-U6, 21-3 V JB-US, 29-J I R-US, ]9 JB-U8. 46 JB-LIB, 5>-1 4 JB-US 7-O' 4 7 2 JB-US . 10 JB-US, 21-14 JB-US. 29-3 4 JB-US. 92 JB-US. 52-1 2 JB-U5, fi3-1 4 JB-U5 jI -6 5 8 2 JN-US, 10 JB-US, 18-] 4 JN-U .26-3I JB-US, 36JB-US, IS JB-US, 54-1 4 JB-US N-II 1 2 JB-US -0 5 - I-J 4 - 29- 4 -u11-1, -US - S MOM (.0-US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TACK WITH 1/4-20x9/16' TRACK BOLT AND NUT AS SHOWN ABOVE. AU- DOORS GREATER TAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TACK MART FOR DETAILS. SCANNED BY St. Lucie County POOR HEIGHT TO 14'. DOOR DDED TE%NUMAB ICENSE BER TO 1LE BLOCK. 10/30/08 GIRT Wayne® DESIGN (PSF): +41.60/-46.30 MAX W1DTH:V 9' W DATE NAME TEBT (P5): +62.40/-69.45 MAX HEIGHT: 14'-0' DRAWN 7/17/07 CRT paiton IMPACT/CYCLIC RATED (YES/NO): NO MA% SECTION HEIGHT: 21" CHECKED 8/1/07 MRB MODEL 8700 �DRA"N 2 3395 AODISON DRIVE REV. 3395NSACOLA,AD SONFLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE )002 (B50) a7a—sfisD P7 STEEL 14 GA BOTTOM BRACKET ATTACHED WITH (2) 1/4-1447/8' SELF DRIWND CRIMPTTE SCREWS AND (1) 1/4-14.51W TAMPER RESISTANT SCREW M1TH 5/la-ia BaT & NUT W CENTER SLOT AND 1/4-20A/I8' 1 TRACK BOLT & 1/h20 HEX NUT THROUGH ANY TWO AUCMNG HOLES DETAIL A TAI 8 TAI C 1p121I:V111I[] MARK R. BARROW. PE FLORIDA LICENSE NO. 57389 TEXAS LICENSE NO. 93119 WERMED/ATE N/NCE AND BACKUP PLATE LOCA7/DNS U—BAR LOCATIONS I (8) SECT( (12) 3' 20 GA E LOCA ()) SECnON DOORS WITH (11) 3' 20 CA 80 K9 U-BARS LOCATED a5 SHOWN (A) s[cnoN DODRs WITH (9) 3' 20 GA 80 KS U-BARS LOCATED AS SHOWN (5) SECTOR DOORS Wlni (8) 3' 20 CA 80 KS U-BARS LOCATED AS SHOWN (q s[cnoN Dooas WITH (B) 3. 2a ca a0 K9 u-BARS LOCATED AS SHOWN ATTACH u-BAR W11H (I) 1/4-1447/8' SELF DMLUNG CMMPTITE SCREW AT EACH HOLE LOCATION. MERE SHALL BE A TOTAL OF (10) SCREWS PER U-BAR. NOTE' U-BARS LOCATED ON TOP OF THE SECTON SHALL BE PLACED ON TOP OF THE BOTTOM MNCE LEAFS AS SHOWN (NOT APPLICABLE TO TOP M"OH) Wayne® palton 3395 ADDISON DRIVE NSACOLA, FLORIDA 32514 HEIGHT TO 14' TEXAS E NUMBER TO BLOCK. /De car MODEL 8700 SHEET 2 OF 2 DRAWING PART N0. REV. WINDLOAD SPECIFICATION OPTION CODE 1002 329474 Pi 14" MAX 12" MAX 1 MAX 1 MAX 12" I MAX T-1 +2— MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. MARK R. BARROW. PE FLORIDA LICENSE NO. 57389 13 GA MIN CONTINUOUS WALL ANGLE PLATE LOCATION -HEDULE 11 GA MIN CLIP SEE CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOUS WALL ANGLE (2) 1/4" X 7/16 SEMI TUBULAR RIVITS— 11 GA MIN CLIP SEE SCHEDULE- 13 GA MIN CONTINUOUS WALL ANGLE TRACK (3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL \�—TRACK (1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE (1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MAX DOOR WIDTH MAX PSF 9'-O" +46.0 PSF/-52.0 PSF 16'-0" +46.0 PSF/-52.0 PSF IS'-0" +46.0 PSF/-52.0 PSF TRACK SUPPLEMENT I PSF FOR k CUP 10/05/07 IPOATED CHARTS TO NATE THE USE OF /e CUP (REPIACEO IN ACROSS THE HANDED 1-1/2- TO I/a- oo0a THIowEss BIT UP TO 14' KIGH. Wagne"DRAMNGPMT NAME Salton CRT MRB 2 O. REV. P9 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514(850) 474-9890 2 3/4" t1" EDGE DIST MIN 3/16" THICK STEEL FOR MOUN E60XX MIN. 1 /8 2-2 1/8 2-24 5/11" x 1-5/8" WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CLI SPF (G=0.42) OR _ _ _ BETTER AT EACH 1/4-20x9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL' WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL T741 WITH MIN. (1) 1/4-2Ox7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( CONCRETE MOUNTING DETAIL MARK R. BARROW, PE FLORIDA LICENSE NO. 57389 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE .1/4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP CLIP AND SPLICE PLATE SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2" THICK DO HT OR CLIP #'S FROM BOTTOM TO TOP SPLICE # 7'-0" 7, 9, 9, 9, 9, 11 16 8'-0" 7, 9, 9, 9, 9, 11, 11 16 9'-0" 7, 9, 9, 9, 9, 11, 11, 11 18 10'-O" 7, 9, 9, 9, 9, 11, 11, 11, 13 18 11'-O" 7, 9, 9, 9, 9, 11, 11, 11. 13. 13 20 12'-0" 7, 9, 9, 9, 9, 11, 11, 11. 13. 13. 13 20 13'-O" 7, 9. 9, 9, 9, 11, 11, 11. 13, 13. 13, 13 22 14'-0" 7, 9, 9, 9, 9, 11. 11. 11. 13, 13, 13. 13 22 MODELS 5200 8000 8024 8100 8124 8500 2" THICK DOOR HEIGHT I CLIP #'S FROM BOTTOM TO TOP PLA EE # 7'-0" 5, 6, 6, 7, 7, 9 12 8'-0" 5, 6, 6, 7, 7, 9, 9 12 9'-0" 5, 6, 6, 7, 7, 9, 9, 9 14 10'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11 14 11'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16 12'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11. 11 16 13'-0" 5, 6, 6, 7. 7, 9, 9, 9. 11. 11, 11, 13 18 14'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13, 13 18 MODELS 6100 8300 1-1 2" TO 1-3/8" THICK DOOR HEIGHT CLIP #'S FROM BOTTOM TO TOP SPLICE PLATE # 7'-0" 4, 4, 4, 4, 5. 6 8 8'-0" 4, 4, 4, 4, 5, 6, 6 8 9'-O" 4, 4, 4, 4, 5, 6, 6, 7 8 10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 11'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9 10 12'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7. 9, 9 10 13'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9 12 14--0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12 MODELS 9100 9400 9600 9700 9800 1" THICK DOOR HEIGHT CLIP #'S FROM BOTTOM TO TOP SPLICE PLATE # 7'-0" 4, 4, 4, 4, 4, 4 6 8'-0" 4 4 4 4, 4, 4, 4 6 9'-0" 4, 4, 4, 4, 4, 4, 4, 4 6 10'-0" 4, 4, 4, 4, 4, 4, 4, 4, 4 6 TRACK SUPPLEMEN Wagner 77®fit®11 3395 ADDISON DRIVE CHART PENSACOLA, FLORIDA 32514 (850) 474-9890 )R -52.00 f FOR D 'TEXAS WALL TO 'CONTNUOUS CLIP M. SPLICE h CUP :DOLES. 9/0S/07 IPDATE MWNVNc xPANDED 1-1/2- TO '9' DOOR THICKNESS IT UP TO 14' HICH. 12/11/08 IEET 2 OF 2 MG PART NO. REV. 307494 P9