HomeMy WebLinkAboutRevisions OFFICE USE ONLY:
DATE FILED: PERMIT# ZO y I- 497 Z db
REVISION FEE: RECEIPT#
PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
(772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
l�.sZGs D�FK13RlDC�F_ GT
DETAILED DESCRIPTION OF PROJECT
REVISIONS_:
CHIC4& of C ag&cxC�. Dwot ^kNwFAe-ruREg F!:pV� CLvPh7e
TO MAAS
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. M ST. LUCIE CO CERT.#:
BUSINESS NAME: JJVM- 'IZ E I D. Co Ai s ra U 447 J iDAl /NC
QUALIFIERS NAME: J vu&N R E 1 D
ADDRESS: - SYZZo ?Ots-% A-yE
CITY: VE RC, $IZA-L K STATE: FL ZIP: -3 2-1 7
PHONE(DAYTIME): 7 7 Z-F"- FAX:
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:, TATE- ZIP:
PHONE(DAYTIME):
SLCCC:9123109 '
Revised 06130/17 FILE COPY
1 2 3 4 5 6 7 B
Door Width 16'-2"Shown NOTE: Track configuration above
the door opening does not affect
F
See chart below for other the wind load rating of the door. F
Top Bracket door Widths
DETAIL A(sheet 2 of 3)
Flag Bracket
••••• -•• Detail H(sheet 2of 3)
1
EI
e �
E7 E
Jamb Bracket
Detail F(sheet 2of 3)
Door Height Slide Lock or Lock Bars
7'- Shown Detail G(sheet 2of 3) 1
Monual door locks are
See chaff required unless on automatic
1 r 1 operator is installed.
below for other 662' 3"
door heights 54 '+l-3"
p 3812„+1-3„ ID
222" 3"
r ,
Bottom Bracket End Hinges Strut fS SWt Attachment Intermediate Hinge 4"+�-3"
Detail C(sheet 2of 3) Detail B(sheet2 of 3) Detail E(sheet 2of 3) Detail D(sheet 2of 3) 1 02"' 3„ Digitally signed by John E.Scates P.E.
C
Date:2019.07.1§,15t31:36-05'00'
- C
This product has been evaluated per ANSI/DASMA 10B for static air pressure. Jamb bracket quantities shown are for use with grade 2 or better southern pine ���� � $^-
This product has been evaluated per ANSI/DASMA 115 for large missile impact and cyclic wind pressure. jambs. //\ �GLl4�
Model Number
Supporting structural elements are to be designed by a registered professional
engineer for specific wind loads. �
PAN C2460 8 R2460 SERIES �•5�'/37
PAN C2410 8 R2410SERIES PAN C2461 8 R2461 SERIES * ilk
Door Total#of Jamb Brkts NOTICE:
PAN C24808R24805ERIE PAN C24718R2477SERIES TOIaI#af Struts These drawings ore a
Height Sections per Side 9 q:" gTATE OF J
PAN C24818R2481 SERIESPAN C24728 R24725ERIE5 PAN C2011 SERIES supplement to the installation •Vol
PAN C24028 R2482SERIE PAN R2560 SERIES PAN C2015 SERIES 6'-0" 4 4 5 instructions for a standard door ��0,��,"�10R1��'�PANR2580 SERIES PAN R2561 SERIES PAN C2411 SERIES 6'-3" 4 4 'S and only covers those
PAN R2561 SERIES PAN R2571 SERIES PAN C2415 SERIES 6'-6" 4 4 6 procedures that vary from
standard door installation. If /// ��NA1. \\�\ B
PAN R2582 SERIES PAN R2572 SERIES PAN C2511 SERIES these specific procedures are //�fill %
Door Widths Desi n Pressures Minimum Center Minimum Center Minimum Center Im act T-0" 4 4 6 not followed, the door may not
End Stile 7'-6" 5 5 7 perform as designed. John E Scales, P.E.
Up To +psf - s Stiles Hinges Stiles Hinges Stiles Hinges Res stant 2560 King Arthur Blvd. Ste 124-54
10'-2" 49.7 -55.5 Single 4 2 3 1 5 1 2 NO 7'-9" 1 5 5 7 Lewisville, Texas 75056
12'-2" 41.5 -46.3 Single 5 2 5 2 5 2 NO B'-0" 5 5 7 IMPACT RESISTANT Florida P.E. # 51737
14'-2' 35.7 -39.8 Single 6 3 5 2 7 3 NO Maximum section height is 21 in.
16'-2" 31.3 -34.9 Single 7 3 7 3 7 3 YES Maximum door height is 16 ft. Professional Engineer seal provided only for
a FL#16650.20
18'-2" 24.7 -27.6 Single 7 3 7 3 7 3 NO All doors, even those above the tested height, verification of wind load construction details.
20'-2" 20.1 -22.4 Single 9 5 9 5 11 5 NO are available with jamb brackets or commercial ;DESCRIPTnION:full.ongle. The maximum.spacing of the jamb '16'2"PAN 2000 SERIES WIND MADA10'-2" 31.3 -34.9 Single 4 2 3 1 5 2 YES brackets/frock clips should be maintained. SECTIONAL DOOR
12'2" 31.3 4. ingle525 2 5 2 YES
I ' DESIGN PRESSDRE+71.7/-]4.9 PSF A
14'-2" 31.3 -34.9 Single 6 3 5 2 7 3 YES `' on0:WL-2000-0194-31-35REHThis product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the an an..." �i: mvs YIiE DUWIL 4n7r14 BEY.[Ilk 7mn9® PSF required for any given site. �"""• 4tfaDw4"Mr L(S): See.Sheat3 SNEET:I OF3
1 2 3 4 5 6 7 B
1 2 3 4 5 6 7 8
PUSH NUT 3 SCREW "
END STILES 7/76" 24 END HINGE " X 3/4" Hex Washer Head
16 Go Galvanized Steel See DETAIL K for push nut 14 Go Galvanized Steel Drilling (3 per Bottom Bracket)
F PUSH NUT placement.
7/16" TEK SCREW, F
a 1/4" X 3/4" Hex washer HeadBOTTOM BRACKET
See TAIL K for push,nui TEK SCREW o 13 Go Galvanized Steel
placement / / Self Drilling (6 per Hinge)
1 4" X 3 4" Hex Washer Head qW
ADJUSTABLE TOP FIXTURE Self Drilling (2 per Bracket) NOTE: This screw should be PUSH NUT
12 Go 0 O located below the prepunched hole7/i6"end go through the hinge,end stileLOW HEADROOM TOP and skin ed a See DETAIL K for push nut
TEK SCREW BRACKET g placement.
1/4" X 3/4" Hex Washer Head Self Drilling (4 per Bracket) PUSH NUT OTTOM.SEAL
7/16'
DETAIL A LOW HEADROOM DETAIL B` See DETAIL K for push nut DETAIL C
E TOP BRACKET placement. E
Z3" 3 1/2" x 4" E STRUT
4 INTERMEDIATE STILE 16 Go 50 KSI Minimum
16.Go Galvanized Steel Galvanized Steel
4 JAMB BRACKET
we
7 � 12 Go Galvanized Steel.INTERMEDIATE HINGE 1 Q a (not required with operator)
18 or 14 Go Galvanized Steel 32, ..
TEK SCREW
TEK SCREW ae° 1/4" X 3/4" Hex Washer
D 4" % 3 4" Hex Washer Head SOLT & NUT Head Self Drilling (4 per D
1
/ / TEK SCREW 1/4-20 X 5/8" Carriage
Self Drilling (4 per Hinge) 4-20 Hex Was Boll & 1 her Slide Lock)
1/4" X 3/4" Hex Washer /
DETAIL D DETAIL E Head Self Drilling (2 per DETAIL F Nut,(1 per Jamb Bracket) DETAIL G
End & Intermediate Stiles)
00 00ua8 NOTE: Details on some views.omitted for clarity.
wrtH AND
O WRHOUT BRACE 00 00 0 Double end stiles and end hardware may be
0 0 0 0 �� provided on wider or heavier doors.
C - o0 0 0 0
Maximum �_3 " -FLAG BRACKET \\\�����/// C
�® N 6Nt'`�
• RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL DETAIL K ROLLERZ BOLT � ; \� s �'; ������
COMMERCIAL For Standard, High For Standard, High There should be a 2" Diameter Nominal 5/16 X 1 5/8" Lag Bolt j
For Low Headroom & Vertical Lift g & Vertical Lifte space of maximum Eleven Ball Nylon or (4 per Flog Bracket). _� r� N0.5'1737
With 2" Track and With 2" Track and With •3" Track and 1/2" between the roller Ten Ball Steel with
Single End Stiles Single End Stiles Single End Stiles hub and the outside a Minimum Workable BOLT & NUT * -'
edge of the roller Shaft Length Shown. 1/4=20 X 5/8" Tuck Bolt �.0` - STATE OF
® holder Which Is set by & 1/4-20 Hex Washer Nut ��0:s •��
the push nut. " (2 for Horizontal & 2 for �j�* '•�OR`0t-"'�\�
° Vertical Track
B DETAIL H ) B
O Min. DOOR SIN Go Galvanized,Painted Steel Min. John E Scates, P.E._`9
of 1- of I" 256D King Arthur Blvd. Ste 124-54
0
° Lewisville, Texas 75056
° L. IMPACT RESISTANT Florida P.E. / 51737
° ° FL#16650.20 Professional Engineer seal provided only for
COMMERCIAL HEAVY DUTY COMMERCIAL HEAVY DUTY verification of wind load construction details.
For Standard, High & For Low Headroom With Z.LTWASHER _ OESCRIPTiON:
VERTICAL TRACK — 2"Nominal WOOD JAMB L
6/16-% 1 5/B"Lag Boll& 2"O.D. 16'2"PASC2000 LTIO0•RIFS GR 1.nAD
Vertical Lift With 3�� Track 3" Track and Double 13 Go Galvanized Steel tested. The vertical wood Iamb
7/16' I.D.Flat Washer 1 "� SCRESSUAl,DIX1R A
A and Double End Stiles End Stiles NOTE: Jamb bracket must be in 3 Nominal 13 Go rs also fasteners may be counter sunk 1 1 DESIGN PRESSURE+31-V-34.9 PSF
ALTERNATE BOTTOM BRACKETS direct contact ith the 2x6 (N° approved as an ollernota su provide a Nat mounting ,.
drywall allowed). surface. See jamb attachment aMM7Ka Ka.WI--2000-019q-31-35 BEY. N
details on sheet 3 for attaching
NOTE:The bottom bracket tested (shown in DETAIL C) is the lightest,bracket NOTE:The flat washer is not required 4]a rFnue aMWR YC'MVS 01TE aMYBl:4/17/14 REV.GATE: 7/IU19
lambs to the structure. �.rn..on M14
available. or angle moans. m C. eu MOOEL(S): See Sheet 3 SHEET.-2 OF 3
/- 1 2 3 4 5 6 7 6
1 2 3 4 5 6 7 B
FASTENER TO CONTINUE
F PAST HEADER F
r
E MODEL NUMBERS
E
o
MODEL NUMBERS AVAILABLE OPENING 2 X 6 GRADE 2 OR BETTER SOUTHERN
HEIGHT PINE JAMBS.
PAN C2011 SERIES SEE CHART FOR WOOD JAMB ATTACHMENT
PAN C2015 SERIES TO BUILDING STRUCTURE.
PAN C2411 SERIES
PAN C2415 SERIES MAXIMUM ON
D PAN C2511 SERIES CENTER SPACING D
PAN C2410&R2410 SERIES
PAN C2460&R2460 SERIES FIRST FASTENER 4"to 10"
-PAN C2461 &R2461 SERIES ABOVE THE FLOOR
OPENING
PAN C2471&R2471 SERIES WIDTH
PAN C2472&R2472 SERIES
PAN C2480&R2480 SERIES
PAN C2481 &R2481 SERIES WOOD JAMB ATTACHMENT
C - Bulldidg Mlnbnun Mlnhum Mlnhun MerMum Alt-able
PAN C2482&R2482 SERIES. svueture Fastener Type EZearnerd D=s C noon spent T—iLoa n C
PAN R2560 SERIES Min.2500 PSI to Tapcon,(PLUS) 2° 4.50' S.00' 24' 551 � //
PAN R2561 SERIES 4000 PSI Concrete v4 w/1'DD washer. ��Q a+ //,-
'
PAN R2571 SERIES Southern Pine 3/8'Lag w/ 1.50" 1.50' 1.50• 24' 620 f'��` !•••
1 1l8.OD washer ••.
PAN R2572 SERIES spruce Pine Fir 3IB'Lag wl t.5o t.so 1.50' 22' 482 N0.51737
1 l l8 OD washer `
PAN R2580 SERIES
NOTE:.2X6 mounted to the wall must be Southern Pine Grade 2 or better. 4; STATE OF • `
PAN R2581 SERIES
PAN R2582 SERIES �0A`•.!vlOR10�%•p�����.
B
e
John E Scates, P.E.
2560 King Arthur Blvd. Ste 124-54
Lewisville, Texas 75056
IMPACT RESISTANT Rorido P.E. # 51737
TFL#16650.20 Professional Engineer seal provided only for
■ ■• verification of wind load construction details.
CRIPTION:
16'2"PAN 2000 ORES WIND I.r1AD
SECTIONAL DOOR
". jICN:
DESIGN PRESSURE+31.3434.9 PSF1aND:WL-2000-0194-31-35 REv. H
N IT: MVS DATE DRAWN:4/17/14 REV.DATE 7/N/t9
_ ELIS): See Sheet 3'OVA SNEET:3 OF 3
1 2 3• 4 5 6 7 8