HomeMy WebLinkAbout5600 N U S 1 - PAPERWORKt I I I ' 1 3
2,0 09: 1
- 4078695333 QOR�ERSTONEJ.BLEG 01
CORNERSTONt
BUILDING SYSTEMS, 1N1b.
FACSIMILE COVER SHEET
PU ASE, DELIVER FOLLOWING PAGE(S) TO:
N!, 1�& MR. WILLIAM HATCHER 561-4
PUBLIC WORKS DEPARTMENT
F3kOM: CHUCK SMITH
Number of pages (including cover sheet).,
NOTE:
Dear -.vk. Hatcher:
SCANNED
BY
St. Lucie County
please find attached a larger and clearer version of the I 10 mph windload shop drawing for the rollup
door, relative to the Harbor)3ranch plans. As you will see from the'attached it is on 2 pages but they can
be superimposed on each other to give one large sheet.
--�hould you have -any further questions or concerns or require furthei information, please do not hesitate
tb contact our office.
Yours sincerely,
c';'
Patricia Askins (Secretary)
for CHUCKSMlTH
CORNERSTONE BUILDING SYSTEMS INC.
a Post Prame Tiletal 13�&Itdlng Specialixtil
I.: _,,, (,.r
P.'O. BOX 916297 LONGWOOD, FL 32791-6297 (407) s69-9900 FAX: (407) 869-5333 (800) 330-2276
1
4078695333
CORNERSTONE BLDG SYS
5/16-DM - 1 1/7
SLC&C ANC1101
;ez - — --------
1z
�-3
J/
Opening
Height
up To�
16,-0"
z
Sheet
occurs
at 20"
Centers.
S,cet Splice
=Alm.
". --- I �
-�;AL4
OPENING WIDT
/4" 1/4--14 x 7/13
I IWH TRAXX SELF
DRILLING FASTENERS.
SEE ELEVATION FOR
SPACING.
�-3/4" 3/4`1 � W--ff
G�L----3 �,- \-WINDLOCK SUPPORT �11N�L WEAR STRIPJ' - - '
DOOR WINOLOCK '�-�INOLOCK HOOK
UIDE (CURTAIN WIDIH)=(OPENING WIDT14+5")--� STRAP
2"x 2"x 2 1/2" a�FEEL LAMB MASONRY JAM
GUIDE BRACKET GUIDE BRACKET TURNED. OUTWARD
MATERIAL: CS TYPE
"8- C40 THICKNESS .095
2"x 2"x 2 1/2*
GUIDE BRACKET
MATERIAL: CS TYPE-
"B- G40 THICKNESS
.095
min. NOTE
WINDLOCKS STAMPED FROM .130" GALV.
STEEL (.75"x 2-375') AND RIVETED TO
CQR ALTERNATE CORRUGATIONS WITH (2) 3/16'
P RIVETS SUPPORTED BY A 16 CA.
STEEL PO
STEEL BACK UP PLATE ON EXTERIOR SIDE
OF DOOR CURTAIN.
i�-20 3/4" Solt
32-
ort
Refer to test repo
rNumber USD-01-12
Oq/
Dated 09/21/01
No"
1/4- 14
H H
� TP
'A , AXX SELF
LET WELP, DRILLING FASTENERS.
L
x 2 Ll/±J;:�—SEE ELEVATION FOR
SPACING.
� wjNDLOCK
wiNDLOCK
DOOR
STEEL JAMB
CUIDE BRACKET TURNED IN & WELDED
ALTERNATE MOUNTING
Doors designed for 37 #/ft 2 POS./NEG. PSF wind load
Maximum door s7ze 16*-0" wide x 16'-0" high
MODEL
651-37
&--,Nff�?
��CRM=
DATE,0121/01SHELM
DRAWN By'.
NTRACTOR'
Iciru",
BY.
ING NUMBER
651-37-192
4078695333 CORNERSTONE BLDG SYS PAGE 03
16 Go ' Gaiv. Steel
8 1/7--- Drum Wheel 8 1/2"
7 5 Drum
269o. golv. wheal
cover sheet I
-mz -.7Z :� —
------------------------
Opel ;nq Opening Do
4'. Hgt. Br.0
Varies
Varies 8" Max.
MO.. 16" Guide Bracket
+�,f Spacing
masonry
8 typ 6 typ� Jamb Door Curtoin
i
v,C"0-
Steel Guide
B"kyp.
Jamb
15" tyo. See Bottom,,,,
Bar Detail
8-typ.
Roin-Lip-\
4" 4 F.F
up to 16'-0" opening Widt
INTERIOR 2,�VATION
�v��e 57ostener Spacing Scale:
11 1
� rock Bracket Spacing
Sirri;la; for Both Guide$.
WINDLOCK HOOK STRAP
M " '- 6
ATL NOT DIPPED GALV.
TEEL .105 5/16-STUD SOLT
S :
L: 3.250 WELM TO WINDLOCK
HOOK STRAP 8"
ON CENTER. J-BRKT
437 ATTACHED AS SHOWN
I [ON INTERIOR ELEv.
2.375
DOOR QUID
.250
--- R.01
LorK SCAM
1.062
Door Curtain: -\ SECTION
.018*.001 Hot Dip Golvoni2ed Steel S�Z(a
ASTM A-653 Structural Steel
(Grade 80) With Full Coot Of Primer And
Baked Polyester Finish Coot.
GUIDES MADE FROM .070
HOT DiPPED GALv. STEEL
Bottom Bor
Aluminum—
Extrus;on
2 x 1 1/2 x ' 125
Steel Angle.
3.344-
1 ATCH
Vinyl
BOTTOM BAR
rrPICAL
2400 Rhode Island Avenue
Ft Pierce, FL 34950-
(1,,)?(I/e�Construction
Jurisdiction:
Occupancy:
Address:
Contractor
Contractor's Address:
State:
ArchitectlEngineer:
Building Owner:
Oc6upancy Type:
Gross sq ft:
Occupant Load:
Construction Type:
ST LUCIE COUNTY FIRE DISTRICT
BUREAU OF FIRE PREVENTION
PLAN REVIEW
( )Tenant Improvement
SCANNED
BY
St. Lucie Countv
Telephone: 561-462-2312
FAX: 561-462-2323
( )Addition ( )Renovation/alterations ( )Shell Only
SLC
Harbor Branch Necropsy Facility
5600 N US 1
Cornerstone Building System
PO Box 916297
FIL
William F. Stuhrke
Business/Storage
2,400
F.P.B.:
B-02-50
Building Dept:
22010658
Number of stories:
1
Phone#
407-869-9900
City:
Longwood
Zip Code:
32791
Phone #
407-654-8733
Review Date:
2/2212002
Automatic sprinklers:
Net sq ft:
Based On:
SBCCI Type:
Vlunp
'4 NOTE
1 . AJI revisions must be in compliance before the final inspection.
2. The Fire Marshal requires 24 hour notice on all inspections.
3. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office.
4. Permit fees are required to be paid in full prior to any inspections. -
5. Failed inspections require payment of fee prior to rescheduling of further inspections.
6. A copy of the required revision/s have been transmitted to the Architect Contractor
7. Penetrations through rated assemblies shall be of proper UL design.
8. UL design criteria shall be submitted with the construction plans.
THE FLORIDA FIRE PREVENTION CODE, 2001 EDITION IS CURRENTLY ENFORCED.
REVISIONS REQUIRED
ACCESS BOX IS REQUIRED ACCESS KEY SWITCH REQUIRED
1. Provide portable fire protection.
2. Provide emegency lighting
Reviewed by:
Date:
2122J2002
M
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
2300 VIRGINIA AVENUE
Fr. PIERCE. FL. 34982-5652
561-462-1553
County
St. LuCte
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
completed by the project design architect or engineer This Certification must be submitted with all applications
for building permit involving the construction of new residence (single or multi -family). residential addition, any accessory structure requiring
a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural
walls, columns or other similar component is being effected) and certain other minor building permits. For further assistance, please contact
the Building Inspection Office at 462-1553 or 462-2172.
PROJECT NAME
JnS1_itutiQn Inc -
F[Rrbor Bran b Oc eanoaraphic
OFFICE USE ONLY
STREET ADDRESS
5600 US I North
FR NUMBER
Pi-.- Piprrp FT, 34946
PERMIT NUMBER
OCCP.TYPE
CST.TYPE
CERTIFICATION STATEMENT:
I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE
BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES
CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS
DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED
BY CURRENT CODE PROVISIONS.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (please check or complete the approprite box)
1. STANDARD BUILDING CODE 1997 EDITION ASCE 7.95 — OTHER (SPECIFY)
2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED PARTIALLY ENCLOSED OPEN BUILDING
3. BUILDING HEIGHT: 2n Fr 4. WIND SPEED USED IN BUILDING DESIGN: MPH
S. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN UINE 01): t-0
6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: PSF
7. PEAK MIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: PSF
It. IMPORTANCF/USE FAC OR (OBTAIN FROM BUILDING CODE):
9. LOADS: F PSF ROOFIDEAD: PSF ROOF/UVE:' PSF
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES NO If NO, why? (attach
explaination) _F6(-z,=__E�AP_V3
11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES NO If NO, why? (attach explaination)
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES NO _ If NO, why? (attach
explaination)
13. MINIMUM SOIL BEARING PRESSURE: PSF
AS WITNEP_Eb�BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATION
ISTR EA D CT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
NAME--:�_�� CERTIFICATION NO: —?ejd- -2zi 5D
N rSEAL HERm
DESIGN FIRM: DATE:
SUCCDV FORM NO: 02D 00
I
is1rong.,
1��
m
6
USTANDARD
JOIST HANGERS
- I % Irlip CounW
MATERIAL: 16 gauge steel
FINISH: Galvanized
INSTALLATION: - Use all specified fasteners. See General Note 5. page 2.
OPTIONS AVAILABLE: - Sloped and/or skewed models, see SLOPED ANDIOR SKEWED U
AND HU HANGERS on page 27
- See also LUS and HUS series.
CODE ACCEPTANCE: lCB0 accepted; see Evaluation Service No. 1258. Loads with 16d nails
into header are not accepted for 2x's.
DI—M—EN—S-1—ON—S-7
2:2 ENERS
"T��
L
MODEL
AVG
0 1 mum
JOIST SIZE
W
H
B
A
HEADER
JOIST I
ULT UPLIFTL��
NO.
2x4
4-16d
2-10dxl Ih
2575 '200
U2
6
111111
1005
U2
0-
x /t2
bZUU
1675
2010
U2
x
2 16md
x
7200
U24R
4-16d
9979
670
1345
U26R
8-16d
6.30
1 z065
2350
U21 0
x
16d
6-1GcIx1',-2
0dx1 I/t
9600
2600 0
090
5701
U34
x4
16d
.1
5000 4 0
451
X1 1/2
9800
234
90
1 IA
4-16d
2-1 Od
2600
370
U
--16d
4-1 Od
500C
345
U
3501
570
'345
-350
Nloi
u
SAb
5-
11/4
LI
?
4
945 1070 1180
8 1A8
U26�-3
-4 -A-
2-1 Od
5000 200
u4n 1viv ... v
'fO-6-5
345
T35-0
U210-3
15A
73/4
6d
6-IGd
Sao W U
T65-0 T87-5
-945 T070 1180
1345
U66
5 1A2
5
4-1 Od
5000 420
BOU 63
1650 T8-7-5 -fO65
2350
U610
5 IA!
81,12
6-10d
4-16d
5uOu 42
-§-4-5 T07-0 11-80
1345
U66R
6
-1ba
I A-1 gel
M
-
U610
1. The allowable loads under the '10d" column heading are the 2. Uplift loads have been increasea O�' J47* un "I'lu �' --4....
loads allowed when 10d common nails are used instead of the loading with no further increase al owed. Reduce allowable uplift by
16d header nails. 33% for normal loading criteria such as in cantilever construction.
Twin design permits easy installation before. during. or after post and beam
erection. Two models fit a variety of timber sizes. All corners are enclosed for trim
appearance and functional strength. A centerline hole is provided for easy
alignment of the post base.
MATERIAL: 18 gauge steel
FINISH: Galvanized
INSTALLATION: - Use all specified fasteners. See General Note 5. page 2.
ORDERING INFORMATION: - Specify rights or tells for ACE4 or ACES.
CODE ACCEPTANCE: ICBO accepted; see Evaluation Service No. 1211.
5
EL
DIMENSIONS
-------------
ALLOWABLE
LOADS
NO.
W
L
EAM
UPLIFT
LATERA
AC4
39/16
61/2
12-16d
a-16d
I - 0
1
.53.5
535
-TC-4R
4
FAT
ACE4
41/2
8-16d
6-16d
805
270
AC6
rIA?
8Y2
12-16d
8-16d
1070
535
ACSR
6
L1 /2
12-16d
8-16d
1070
535
E6
- j6d
___L
6-1
--
805
-
2
In
ACE
1. Loads may not be increased lor ShOrl-lenn durallon or loan
2. Loads apply only when used in pairs. .. C.,d9h, 1989 SIMPSON STRONG-Iff COMPANY. INC
P�zs.,Ilal Rib'
4" rib with 36" coverage
rib spacing with 5 major ribs and 8 minor ribs
Or durable baked -on paint finish
complete line of trim and accessories
Iti-stphon feature
Wide variety of beautiful colors
iailable i629 gauge (inquire for other gauges)
alvanizeil and Gaivalume(E)
36"
qu
Why American Building Components?
American Building Components manufactures; a Wide range of building panels
in cut -to -the -inch job lot quantities. Since 1908, our large selection of panels,
thim and accessories have given buildings the finished look throughout
America. For excellence in Commercial, Architectural, or Residential building
panels, ask for these products by name: IMPERIAL RIBO, REGAL RIBO,
MONARCH RIB@, RUGGED RIB-, AmERI-DRAIN-, PERMA CLAD-, 7/8' WIDE
RIB-, 3/4" HIGH RIB-, or ROYAL LOCKO and SL-167, our concealed fastener
panels.
imperial R1b" is available from,
Nicholasville, KY, Indianapolis, IN, Omaha, NE,
Rome, NY, Jackson, MS, Boise, ID,
Salt Lake City, UT, Lubbock, TX
SECTION PROPERTIES
TOP IN COMPRESSION
BOTTOM IN COMPRESSION
_F III
F�E I�G T
Ix
Se
Ma
Ix
Se
Ma
FY I
�H
/ft.]
(IN3/ft.)
(Kip in.)
p
ON4/ft.)
(Kip in.)
THIC
(PSF)
( r
(IN-M.)
0.0163
K
In espI
00089
0.01155
0.5936
0.015
___T0135
0.0218
7.
0-7829
0-0279
..79"
0-0 89
.'so
0.019
_
ALLOWABIL IFORM
LOADS PS
P UND P R SQUARE FOOT
Load e
1.00
1.50 ZW
Z.W
U.w
..cpu A.-
4__ 5.00 5.5o
1600 16.50 17.00
17.50
1 EI 1 8.50
S an I
positive Wind
520
231 130
83
se
42
33
26 21 17
14
12
12
11 Is
11 9
a I
a 7
......
528
235 132
84
59
43
33
26 21 17
is
11
9
a 7
6 5
Single
ve
390
173
so
62
43
32
24
19 16 13
5
4
3
3 2
2 1
Deflection (L/180
goo
267
113
58
33
21
14
10 7
3
2
2
1 1
Deflection U240
675
200
84
43
25
16
53
5
F7 :4F
6 it 7
:F
5
:F
2
:F
1
1
Positive VVind
5W
235
132
84
59
43
17
14
12
11 9
7
No oil,, Wind
620
231
130
83
58
42
33
26 21
13
11
9
a 7
6 5
2 Span
Live
3%
176
99
63
44
32
26
20 In
9
7
5 4
4 3
Deflection 1.11180
1874
555
234
120
69
44
29
21 15 11
5
4 3
3 2
Deflection U240
1405
126
IL6
90
1 2
33
22
Is 11
22
7
is
Its
lu 14
.9
positive Wind
IONS
7 3
54
41
33 26
Is
is
13 12
10 9
N It e Wind
650
289
163
104
72
53
41
32 26 21
16
14
12
10 9
a 7
3 Span
Live
495
220
124
79
55
40
31
24 20
7
5
4 3
3 2
1468
435
184
94
54
34
23
16 12
9
7
5
4
3
11101
326
138
70
41
26
11
12 9
ALLOWABLE UNIFORM LOADS PS IN POUNDS PER SQUARE FO
TY
Load e
1.0o
1,50
2.00
2,50
3.00
3.50
4.00
4.50 5.._ 15.5016.00
6.50
7.00 7.50
8.00 8.50
Span
positive Wind
696
309
174
111
77
57
43
34 ZJ
23
19
Its
14 lic
12 11
s I
9 8
,gative Wind
603
268
151
96
67
49
38
3o 24
20
17
14
14
12
11 9
8 7
Single
Live
522
232
130
84
so
43
33
26 21
17
5
4
3 3
2 2
Def ction IL/1180)
1180
350
M
76
44
28
is
13 9
7
4
3
3 2
2 1
Def tion L/240
88,
1
Ill
�i7
21
14
i 5'
10 7
j6 i1i
5
Fo
fl:
12 11
9 8
ositive Wind
603
268
1
Do
F1
49
34 28
Z3
19
16
14 12
11 10
e ative Wind
696
309
174
Ill
77
57
43
':
is
13
11
9 a
7 6
2 Span
Live
452
201
113
72
so
37
28
22
8
6
5 4
3 3
Deflection 1_1180
1663
493
208
106
62
39
26
18 1
lo
6
5
4 3
2 2
Deflection (L/240)
1248
370
156
80
46
29
19
14 10
7
21
is
15 13
12 10
Posit' vve Wind
7
335
less
121
84
61
47
37 3mo
24
21
is is
14 12
I ative Wind
$70
387
217
139
97
71
54
43 35
29
19
16
13
12 10
9 a
3 Span
Live
565
251
141
90
63
46
35
28 23
6
5
4 3
3 2
Deflection 180
1303
3EH3
163
83
48
30
20
14 10
a
4
3 2
2 2
D,n,,:ti,n
"on
a
6
5
Notes: 1. Section properties and allowable Stresses are calculated in accordance with the 19B6 AISI specifications lot light gauges Sillichira ..am
2. Steel strength of thru fastener panels Is 80 1131 minimum yield. Steel strength of concealed panels Is50 KSI minimum yield. These
conform to ASTM A635 (galvanized) and A792-94 (Galvalumefl.
3. Values shown as allowable loads are based on panel covering three equal spans. Multiply by 0.8 for two span allowable loads.
4."Allowable loads for wind have been increased by 33%. Panel weight has not been deducted . Minimum bearing length must be checked.
5. For agricultural structures, the UBC and SHCCI building codes require a minimum of 10 PST root live loads.
R nPlInctinis Inads are limited by a maximum deflection ratio of 1.1180 of span.
wA-Zm�� . AMERICAN
BUILDING
@COMPONENTS
HICHOLASIALLE
OMAHA
JACKSON
P.D. Box 310 14034D)
P.O.Bo%19036(681191
P.D.Boz720100
6975 Danville Read
1011 Ellison Avenue
201 Apache Drive
Ificholalvill., XY 40356
Omaha, HE 65110
Jackson. MS 39272
8591867-4406
402/8954004
60113T2-2033
8001377-8709
8OD/228-2260
MAZ24136
Fa. 35WHS-2337
Far 4021451-5651
Fax601/372-11675
BOISE
SAIT LAKE on LUBBOCK
P.D. Box 16027 (114116-0027) P.O. Box 10133 (79408)
P.O. Box 219 (9=)
180011.11derstmet
1155w.21011H.
5711 FM40
Nampa, 10 83687
San Lake City. Or 34116
Lobbed. TX 794111
208/442-Mg
11011363-6600
BOU763-0673
... 1474-5665
8=461-3105
UNDO-5387
F..21181442-D61111
Fix SOV313-25DID
III 90617LVO92
INDIANAPOLIS
ROME
P.D. Box 785
P.D. Box 414103442)
1780 McCall Drive
6165 State Road 233
Shelb,i[le. IN 46176
Rome. NY 13440
31 7/392 3536
315fJ39-1245
9001348-8822
800FA4-2651
Fa&3171392-1111
F2Z315/339-6284
imperial FINE), Regal Ribe. Rugged So)@. and Monarch FUI M registered
tmdenmrks of American Building Components.
r
(w�xsvaJume is a registered trademark of BEIC Intesinnational. Inc.
klqllkld� 1 1 /4'
CDGE (11* SLEAVE A"C"OR OR #14 � I
DO -CO�IFA5' ANCHOR SCRIWS
R 011 I IN�
GALV. STEEL c
cfy'Lli MILT, --opuliNC WIDTH
II)c __USC 5/ig" ov, x 1 3/4' �_-3 31C-
6 1/4' ELI:ARANCC 1 1/4
Typ LAC SCREW<; FOR WOOD
'JO
JAMBS
JJ4 TEK SCREWS
SPACED SAME AS
HEAD 0OP __j 3/4* - -X-13RACKEIS 3 4
DOOR CURTAIN OCK SUPPORT I -LIRACKET
\nNyL WEAR STRIP mm D .
16-6, j) (OPENING WIDTH 11
MAX. WINDLOCK (CURTAIN WIDlt DOOR CUIDE
SHEET SPUCE
'2' ------ ESTER 19 ll�r Hoolc STRAP JA�ffl
'.�ITH (1) CO T OF 111.1 ajEE_L
OVER PRIMER FINISH & WOOD JAMB
MASONRY -
SEE NOTE It
I 6'TfP �NyL WEAR STRIP SPACER
4 :14fERIOR & E)(TERIOR
OF DOOR
277
..
16'TYP. -71
710N
f'I IffX11fr t �. .
ANGLE .' 2'..' -� EVALLIA
4 GUIDE 4
RETPORTNO_ 1 1/2,
ANCHOR 1/4� RL'F
95B7
— SPACING - - - - - - - - - 2'
4'
SLIDE DOLT LO L
OPENING STOP RETAINER
"�SsID ELEVATIdq 12 CA, GALv. STEEL Ba
16 or �E nJ A-440 GRADE 'A7
NOTE it: STEEL USED is i's
WITH A MINIMUM YIEL) OF 45.3100 PSI LsuUDE BOU—LO—CK—LS�S'
AND AN ULTIMATE YIELD OF 60.000 PSI.
5/16'STUD BOLT
vnHOLOCK STRIP MACE FRDM 'HDNK'S7"W0"'g'r VELOC"YI
B00
'GHT 1(5.
COG
12 GA. GALv. STEEL UEAH R 01
RECUT
F 6501
:4:0:D::E:j GUIDES NINDE FROM 14 V7
HOT DIPPED GALv. STEEL - 20'
0
.06
'0.
0
1.500 1.062 40'
6 7. 56 AB DATA
5'
2! 1.251 �-1.0625 i---. A�— So THERN DL
718 .60 r. 718 -1 r �_2.375 DESIGNED &
Ll .9�� 0 . RANGE COU.�
125 .2Z r.
VGE GALVANIZED
625 WINDLOCKS STAMPED FROM '10 Cp fVETMD TO EACH '013__�
MEL OF COMMERCIAL QUALITf AND CONTTACTOR.'�
D / or r q I _-1tcei
60MUGATED A_SHF-F-T N IN SHEET (6 LOCKS AT EACH
AITCHJITECM�
C JST rL
-E _ FM PHONE; DISTREBUTrOlt—
jjEEL POP RIVETS SUPPQM -- .,STEEL
SACK -UP PLATES ON EKTER,on or )0
it
. �:. . : 1)�
ANGLE
,ESsuRE (PSF) CHAJR'r
1-00 )APH� I 10 ),PqIr
)94 EDm&;
,DADS TO 29.7 PSF
ING DEPT.
DATF'!L��SIW'FT'—
DRAWN BY.,
CHECKED BY. ---
DRAWING 14UMBER
RiC30017
I
(U11805R-HARBOR BRANCH OCEANOGRAPHIC INST 5600 US 1 - Al
TOP CHORD 2x6 SP #2 :TC1 2x6 SIR #1 Dense:
:TC4 2x8 SID #1 Dense:
BOT CHORD 2x8 SP #2 :B1 2x8 SIR #1 Dense:
WEBS 2x4 SIR #3
:Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SIR #3:
:Rt Level Return 20 SIR #3::Rt Level Return 2x4 SIR #2 Dense:
100 MPH WIND. 15.00 FT MEAN MGT, SBC, ENCLOSED BLDG, LOCATED
ANYWHERE IN ROOF. WIND TC DL - 4.0 PSF, WIND BC OL = 2.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO
BRACE TC @ 24- OC, BC @ 72- OC.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
W6X6 5sz 4
W5X8(B2)
1-0-2
T
W6X6 �
Hl� U11b) PKLPAKtU rKURI LUDIr-ICII I-lu- kL.�.�
2 Complete Trusses Requtred
NAILING SCHEDULE: (0.13Ix3.0_g_na1ls)
TOP CHORD: I ROW @ 6" O.C.
BOT CHORD: 1 ROW @ 12" O.C.
WEBS : 1 ROW @ 4" o.c.
USE EOUAL SPACING BETWEEN ROWS AND STAGGER MAILS
IN EACH ROW TO AVOID SPLITTING.
(1) 1/2"-bolts MAY BE USED FOR (2) 0.1310.0ig-nalls ON
EITHER THE TOP OR BOTTOM CHORDS.
(A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES &
GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6"' OC.
TRUSSES TO BE SPACED AT 120.0" OC MAXIMUM.
W6X6
W4X6 7o� W4XI
(A)
W08 Gia
0-0 Over 2 Supports
W6X6 =_
146X6 ---
4
W3X8 Ifl
WSX8(Al)
TC4
0
tal��2 X 44111
W2X4 11 W
W2X4 III W2X4 =_
1— 5 - 0 - O--->1
R-5308 U-3946 W=4"
R-6748 U=5362 W-4"
Note:.All Plates Are W3X4 Except As Shown. - -
PLT TYP. Wave TPI- 5\R Design Criteria: TPI(STD) -19. 5 c QTY:-7 AK/1/1/-/-/R/- Scale —.IM� -
'-WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION , )MANDL ING ' SHIPPING - INSTALLING AND TC LL 20 .0 PSF REF R5031-89257
BRACING BIT ER TO RIO 9' (HANDLING INSTALLING AND fiRACIN . PUBLISHED BY III (TRUSS PLATE
INSTITUiE. 583 O'ONROFRIO DR., SUITE 200, MADISON, VI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 5 .0 PSF DATE 12/04/01
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILIAG.
-;,IMPORTANT-- I U RUIS" A COPY OF THIS DESIGN 10 IRE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 2 .0 PSF DRW RCUSRS031 01338387
INDUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE I'
DO ILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. IHSTALLI R G ADD c 4 ol BC LL 0 .0 PSF HC-ENG /MJB
c
BRACING OF TRUSSES. THIS DESIGN CONFORMS VITO APPLICABLE PROVISIONS OF BOIS (NATIONAL BE S I GO <!
ALPINE SPE CIFICATION PUBLISHED BY THE AMERICAN FOREST ABU PAPER ASSOCIATION) AND III. ALPINE
7� CONNECTORS ARE MADE OF 206A ASTH A653 GR40 GAIN. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. LD. 27 .0 PSF SEON - 58482
EACH FACE OF TRUSS� AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 4 127 0 4 DUR.FAC. 1.25 FROM HJJ
AJpine Engineered Products, Inc. RESPONSIBILITY SOLELY I OR THE TRUSS COMPONENT DESI&K SHOWN. THE SUITABILITY AND USE OF THIS -
Haincs City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
FL Ccrtificate ofAuthorization N 567 AnSI/TPI 1-1995 SECTION 2. SPACING 120.0"