HomeMy WebLinkAboutBLD11331 Whelping Bldg - BLD Permit / Conditions - 9/1/1981 PURAY, Raymond & Shirley #11331
jtt. 3, Box 295, Belfair 09-01-81
2 miles past Effendahl Pass Rd. , Toonerville
W1/2 El/2 SW1/4 NE1/4, 2-23-2
Whelping Building
Contractor - A&M Const.
$4,896.00
Plumbing Permit
BUILDING PERMIT APPLICATION
MASON COUNTY
P.O. Box 186 Shelton, Washington 98584
426-5593
DATEISSUED /
PERMIT NO. yZI -3 3/
OWNER 04mitp
AME ,,// MAIL DRESSZIP PHONE
SA�4�� � ,C
DIRECTIONS A
TO JOB SITE /Y`"[ G S �V`&e
LEGAL / , ❑ E ATTACCHED SH$E
DESCR. R��� 6 �� (j(�� 1 Z J (�7 L✓/
NAME �. MAIL ADDRESS CITY 8 STATE LICENSE NO. PHONE
CONTRACTOR S
USE OF
BUILDING Uj /
Class of work: NEW ❑ ADDITION ❑ A ERA ON O REPAIR ❑ MOVE ❑ REMOVE
Describe work:
Valuation of work: $ (? / PLAN CHECK FEE PERMIT FEE
SPECIAL CONDITIONS: Q O
BEDROOMS DECKS CARPORT ❑ NOTICE
BATHROOMS SS TOTAL SQ. FT. GARAGE ❑
ATTACHED ❑ SEPARATE PERMITS ARE REQUIRED FOR PLUMBING, HEATING, VENTILATING
NO. OF STORIES BASEMENT ❑ OR AIR CONDITIONING.
TOTAL SO. FT. FIREPLACE ❑ DETACHED ❑
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHOR-
CONTRACTOR AFFIDAVIT IZED IS NOT COMMENCED WITHIN 180 DAYS,OR IF CONSTRUCTION OR WORK IS
SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER
I certify that I am a currently registered contractor in WORK IS COMMENCED.
the State of Washington and I the
aware of the FOR OFFICE USE ONLY
ordinance requirements regulating the work for which
the permit is issued and all work done will be in
conformance therewith. PERMANENT SHORELINES
SEASONAL I 1 FLOODPLAIN i
Firm E.D. NO. S.E.P.A. ❑
By Special Approvals IN OUT YES APPROVED NO
Lic. No. Date ZONING
PLANNING DEPT. Ivj y aiJz
HEALTH DEPT.
OWNERS AFFIDAVIT
PUBLIC WORKS
I certify that I am exempt from the requirements of the FIRE MARSHAL
contract or registration law RCW 18.27, and am aware
f the Mason County ordinance requirements for BUILDING DEPT. S
which this permit is issued and that all work done will ROAD ACCESS
be . con formanc herewith. MOTOR VEHICLE P IT
�J /�j PPLI ATION EPTED B A S CHECK BY APPROVED FOR ISSUANCE
Own r Date . ` BY
Aj
CASH
PL N CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATI CK. M.O.
MASON COUNTY PLANNING DEPARTMENT
P.O. BOX 186 Shelton,Washington 98584
PLUMBING PERMIT APPLICATION
IMPORTANT—Complete ALL items. Mark boxes where applicable.
Name Mailing address—Number,street,city,and State (Zip code Tel.No.
� ki L,./t/ c ' ' 1 'ri L L. f✓ .!/ l4✓f� b/�S
Owner
2.
Contractor
Th er of this building and un rsigrtealagree to conform to all applicable laws of Mason County and State of Washington
ig ure of applicant Addre sr7 �— Arpa ion date
2 v
LEGAL DESCRIPTION
Location _
B ` � )
Building J
NO. PLUMBING FIXTURES FEE
WATER CLOSETS
BASINS o
BATH TUBS
SHOWERS
WATER HEATERS 1 I��w
AUTO.WASHERS
v
SINKS
FLOOR DRAINS e- UG
DRINKING FOUNTAINS
LAUNDRY TRAYS
Connect to City Sewer
I
I
DISH WASHER
DISPOSAL
URINAL
(Show Street Names & Property Lines)
b�
INDICATE LOCATION OF MAIN SHUTOFF VALVE FOR WATER.
PERMIT SKETCH IN SEPTIC TANK & DRAIN FIELD LOCATION OR SUBMIT
ON OTHER SKETCH.
DO NOT WRITE IN THIS SPACE — FOR OFFICE USE
Approved by Permit fee Date pemit issued Permit rjpmber Receipt No.
i3 31
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I UBC CODE J.D. ADAMS COMPANY "LUMBER-SAVER" ENGINEERING COPYRIGHT 1980
I STANDARD MAXIMUM SPAN TABLE 6-23-1960
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I I PITCHES 1
I I 3.00/12 1 4.00/12 I 5.00/12 I 6.00/12 1
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I SIZE TYPE I TC MAX I BC MAX I TC MAX I BC MAX I TC MAX I BC MAX I TC MAX I BC MAX I LUMBER
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I 2X 4 1013 122'- 6" I 43'- 6" I 24'- 4" I 53- 6" I 24'.-10" I 60'- 0• I 25'- 3- I 60'- 0' I 2300E MRL
I 2X 4 119'-10• 130'- 2" I 21'- 2" I 37'-10" I 21'- 8• I 44'- 7" I 22'- 1" I 50'- 6' I 165OF MRL
I 2X 6 1013 I 36'- 9" I 60'- 0" I 40'- 9• I 60- 0' 1 41'-11- I 60'- 0• I 42'- 7" 160'- 0" I 240OF MRL 1.7E
I 2X 6 I 23-11" 126- 0" I 25'- 4" I 33'- 1" 126'- 1" I 39'- 9' I 26'- 7" I 45'-ll• I HEM-FIR 02
I 2X 6 I 26'- 6• 137'- B" I 28'- 2" 147'- 5• I 28'-11" I 56'- 2" I 29'- 5" 160'- 0' I HEM-FIR 01
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I 2XIO 1013 I 53'- 0' I 60'- 0" I 57'- 8" I 60'- 0' I 59'- 8' I 60'- 0" 1 60'- 0• I 60'- 0' I DOUG FIR-LAR SS
I 2X10 I 39'- 1' I 28'- 3" 1 42'- 1' I 36'- 1' I 43'- 9" I 43'- 8- I 44'- 7" I 50'- 3' I HEM-FIR •2
I 2X10 I 43'- 9• I 41'- 4" 146-10• I 31'- 9" I 48'- 7' I 60'- 0" 1 49'- 5• I 60'- 0" 1 HEM-FIR •1
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I 2X 4 1033 I 27'- 1' 138'- 0" I 31'- 4" I 45'- 9" I 34'- 3" 1 51'-10" I 35'- 5" I 53'- 9" I 210OF MRL
I 2X 4 123'- 7' I 26'-10" 1 27- 5• I 33'- 1" 129'- 4" 1 38'- 4" I 30'- 6' I 42'- 9" I 1650F MRL
-----------------------------------------------------------------------------------------------------------^
I 2X 6 1033 I 44'- 9" 160'- 0" 1 51'- 6• I 60'- 0. 1 56'- 3" 160'- 0' I 57'-IS' I 60'- 0" I 2400E MRL 1.7E
I 2X 6 127'- 4' I 24'- 1" I 32'- 2" I 30'- 2" I 34'- 4• 135'- 1' I 35-10' I 40'- 1" I HEM-FIR 02
I 2X 6 131'- 1. 1 33'- 8" I 36'- 4" I 41'- 8" I 38'- 7" I 48'- 7" I 40'- 2" I 54'- 6" I HEM-FIR 01
-------------------------------------------------------------------------------------------^----------------
I 2XIO 1033 I 60'- O" I 60'- 0" I 60'- 0" I 60'- 0" I 60'- 0" 160'- 0. 1 60'- O• I 60'- 0' I DOUG FIR-LAR 88
I 2X10 I 45'- 0• I 26.'- 0' I 53'- 5• I 32'-10• 157'- 7• I 39'- 6" I 60'- 0" I 46'- 0" I HEM-FIR 02
I 2XIO 151'- 4" I 37'- 8" I 60'- 0" I 47'- 7' I 60'- 0" I 57'- 0. 1 60'- 0' I 60'- 0' 1 HEM-FIR 01
I 2X 4 1044 -_-1-27'- 1• I 40'- 4" I 31--3•-I____-- -I 34'- 2' I SO'- 0• I 35- 5' I 60'- 0• I 210OF MRL
I 2X 4 I 23'- 7• I 27'-10• I 27'- 4• 35' I 29'- 3" I 41'- 6• I 30'- 3• I 47'- 3" I 1650E MRL
--------------4---------------------------------- ---- --_ -- --- --------------------__�_�_�_�--_
I 2X 6 1044 I 44'- B- 1 601- 0" I_J5'-SDI 601- 0- I 561- 3• I 601- 0• 157'-10• I 60'- 0• I 240OF MRL 1.7E
I 2X 6 I 27'- 3' I 24'- 6"'L 32�_ 1%I 31'- 2• I 341- 3- I 361- 8• I 35'- 9- 142'- 5- I HEM-FIR *2
I 2X 6 I 31'- 0" I 34'- 9- I - 4" 1 43'-10" 136'- 7- I 52'- 2" I 40'- 2' I 59'- 7' I HEM-FIR •1
---------------------------------------------------------------------------------------------------------------�--
I 2X10 1044 160'- O' I 60'- 0" I 60'- 0' I 60'- 0. 1 60'- 0" 160'- O' 160'- 0' I 60'- 0" 1 DOUG FIR-LAR 68
I 2X10 I 44'-11" I 26'- 2" I 53'- 4" I 33'- 2• 157'- 6" 1 40'- 2' I 60'- 0" I 47'- 2" I HEM-FIR 02
I 2X10 I 51'- 3" 138'- 1" I 60'- 0" I 48'- 7• I 60'- 0" 1 58'-11' I 60'- 0• I 60'- 0" I HEM-FIR 01
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I 2X 4 1015 I 27'- 0" I 42'- 6" I 31'- 3- I 54'- 2" I 34'- 2" I 60'- 0" I 35'- 4• 160'- 0. 1 210OF MRL
I 2X 4 I 23'- 6" I 28'- 8" I 27'- 4" I 36'-10' I 29'- 3" I 441- 7" I 30'- 3" I 51'-10• I 1650E MRL
-----------------------------------------------------------------------------------------------------------------�--
I 2X 6 1015 144'- 8" 1601- 0. 1 511- 5" 1 601- 0- I 56'- 2" I 601- 0' I 57'-10" 1 60'- 0• I 240OF MRL 1.7E
I 2X 6 1 27'- 2" I 24'-10' I 32'- 1• I 31'-11• I 34'- 2" I 38'- 0" 1 35'- 9" I 44'- 7' I HEM-FIR 02
I 2X 6 I 31'- 0' I 33'- 8" I 36'- 3" I 45'-10" I 38'- 6• I 35'- 6• I 40'- 1' 160' 0' I HEM-FIR 01
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1 2X10 1013 160'- O' I 60'- O" 160'- 0' 160'- O" I 60'- 0" 160'- 0- I 60'- 0" I 60'- O" 1 DOUG FIR-LM 68
I 2X10 I 44'-10" 1 26'- 3" I 53'- 3" I 33'- 5" I 57'- 5" I 40'- 9• I 60'- 0• I 46'- 1' I HEM-FIR 02
I 2X10 I 51'- 2• I 38'- 3" I 60'- 0" I 49'- 5" I 60'- 0" I 60'- 0" I 60'- 0" I 60'- 0' I HEM-FIR 01
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I 2X 4 1033 I
- -- 31-'---26--'--I--8--'---1-1-'--I-3---'---9--•--I-48--'---4-----I-4-0--'----5" 1 -56--'---4--'--I-4-2'--6' I 60'- O' I 210OF MRL
I 2X 4 126 I 26 - 9 I 31 5 I 33 9 I 34 - 2140 - 1 I 36'- 1' 1 45'- 9" 1 165OF MRL
---- - ------- -- ---- --- -------- -----------------
I 2X 6 1033 I 52'- 0• I 60'- 0" I 60'- 0" I 60'- 0" I 60'- O- I 0'= 0' I 60'- 0' I 240OF MRL
--1.-7-E
I 2X 6 I 29'_ -
6' I 23'- 7- I 35'- B" I 29'-10" 139'- 1" I 36'- 1• I 41'- 7" 141'- 6" I HEM-FIR 02
I 2X 6 I 34'- 0' I 334-11" 140'-11' I 42'- 3' 1 44'- 6" I SO'- 4" I 47'- 2• I 57'- S" I HEM-FIR 01
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I 2X10 1033 I 60'- 0- 160'- 0• I 60'- 0" 1 60'- O' I 60'- 0' 160'- 0" I 60'- 0" I 60'= 0' I DOUG FIR-LM 84
I 2X10 148'- 8• I 25'- 3" I 39'- 5' 131'-11" I 601- 0" I 38'- 7" I 60'- 0' I 45'- 3" I HEM-FIR 02
I 2X10 I 56'- 2• I 36'- 8" I 60'- 0" I 46'- 9" I 60'- 0" I 56'- 7" I 60'- 0' I 60'- 0" I HEM-FIR 01
---------------------------------------------------------------------------------------------------------
I 2X 4 1017 I 31'- 1" I 41'- 8' I 36'- 8" I 53'-10' 1 40'- 4• I 60'- 0' I 42'- 5" I 60'- 0" I 210OF MRL
I 2X 4 I 26'- 5' I 27'-10" I 31'- 4' I 36'- 0" I 34'- 1" I 44'- 0" I 36'- 0• I 51'- 9• I 1650E MRL
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I 2X 6 1017 I 51'-11" I 60'- 0" I 60'- 0" 160'- 0" I 60'- 0" I 60'- 0" I 60' 0" 1 60'- 0" I 24GOF MRL 1.7E
I 2X 6 I 29'- 5- I 24'- J" I 35'- 7" I 30'-10" I 39'- 0" I 37'-10" I 41'- 6' I 43'- 7" 1 HEM-FIR 02
I 2X 6 I 33-11" I 34'- 7' I 40'- 9" I 44'- 8• I 44'- 5" I 54'- 8" I 47'- 1' I 60'- O' I HEM-FIR 01
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I 2X10 1017 I 60'- 0- I 60'- 0' I 60'- 0- I 60'- 0" I 60,'- 0- I 60'- 0- 160'- O' 160'- 0. 1 DOUG FIR-LAR SS
I 2X10 148'- 6• I 25'- 4" I 59'- 3' I 32'- 2" I 60'- 0" I 39'- 3' I 60'- 0" I 46'- 4' I HEM-FIR •2
I 2X10 I 56- 0• I 37'- 1- I 60'- 0" I 47'- 9" I 601- 0" I SO'- 6" I 60'- 0' I 60'- 0" 1 HEM-FIR 01
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I 2X 4 1036 I 34'- 3" I 39'- 3" I 40'-11' I 49'- 7" 1 45'-61" I 58'-10' I 48'- 1• I 60'- 0• I 2100E MRL
I 2X 4 I 28'- 0" 1 27'- 2" I 34'- 0' I 34'- 0" I 37'- 7• I 40'-11" 140'- 4" I 47'- 3" I 165OF MRL
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I 2X 6 1036 I 57'- 8" I 60'- 0• I 60'- 0" I 60'- 0" I 60'- 0" 1 60'- 0• I 60'- 0• 160'- 0" I 2400E MRL 1.71
I 2X 6 1 30'- 9" I 23'- 3" 1 37'-10. 1 29'- 7" I 42'- 5" I 35'-Il" 1 45'-10' I 42'- 0• I HEM-FIR 02
I 2X 6 1 35- 9" I 33-11" I 43'-10" I 43'- 4' I 48'- 9" I 51'- 1• I 32- 3' I 59- 2" I HEM-FIR 01
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I 2X10 1036 I 60'- 0" I 60'- 0" 160'- 0" I 60'- 0" 1 60'- 0" 160'- 0" I 60'- 0- I 60'- 0• I DOUG FIR-LM M
I 2X10 I 50'-10" I 24'-10" I 60'- 0" I 31'- 4" I 60'- O" 138'- 0• I 60'- 0' I 44'- 8" 1 HEM-FIR 02
I 2X10 I 59'- 2" I 361- 1" 1601- 0" I 46- 1" 160'- 0" 156'- 1" I 60'- 0• 160'- 0' I HEM-FIR 01
1----------- --
I THESE MAXIMUM SPANS ARE BASED ON THE TRUSS PLATE INSTITUTE DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD
I TRUSSES "TPI-78" DATED 15-SEPT-78
I
I CHECK THE FOLLOWING PAGES FOR STRESS CALCULATIONS AND THE MINIMUM PLATE SIZES REQUIRED
I
I J. D. ADAMS COMPANY BEARS NO RESPONSIBILITY FOR THE ERECTION OF TRUSSES. PERSONS USING TRUSSES ARE CAUTIONED
I TO SEEK PROFESSIONAL ADVICE IN REGARD TO ERECTION BRACING AND PERMANENT BRACING.
1 L-� I TRUSS LOADING
I ; I ROOF
I 1011 1012 1002 1013 1033 1044 1004 I I LL- 2 .00 PSF
5
� I I DLL .00 PSF
I �\ I CEILING
L 0.00 PSF
I DL 1.00 PSF
I L�LY�1L� �1�YYY_�1 ���LLLYYY_7��ILJJYLLJII
I 1015 1035 1017 1046 1006 1036 I % INCREASE FOR STL-13
I I SPACED AT 60"O.C.
I THESE TRUSSES MAY DE USED 2 120"O.C. IF DOUBLED. NAIL WITH IOD B 16"O.C. (ALL MEMBERS) PAGE 1
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UBC CODE J.D ADAMS COMPANY "LUMBER-SAVER" ENGINEERING COPYRIGHT 1980
6-23-1980
OPT JT L
OPT JT SPLICE
SPLICE \ B SPLICE
A2 BI I/4 PNL-6" Q,'1 D
AI '- 3 4 3 82
A ( 2 2 C :.
OPT JT G3 C2 D C I r�'•4fC1S1EP��' �4
SPLICE OPT JT 1/4 PNL 16" ,yAL..E���
SPLICE SPLICE
CARF L/4
L
SPAN
4. 00/12 1044
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FOR SPAN 60'- 0" OR LESS MINIMUM LUMBER TOP CHORD-2XIO HEM-FIR M1 BOTTOM CHORD-2X1O DOUG FIR-LAR SS
JT A= 5. 8X14. 4H JT.A1=2. 6X 1. 8 JT.A2-4. 5X 3.6 JT. B-5. BX 5.4 JT. C3-4. 5X 3. 6 ALL WEBS-2X 4 165OF MRL
JT C2=5. BX 7.2 PLATE SO IN= 628.6 WEB BRACES 1-0.2-0,3-2,4-1,
JOINT D-9.OX 9.01,1 JOINT'E-9.OX 9.0 THE MINIMUM BEARING- 5. 9 INCHES
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FOR SPAN 60'- 0" OR LESS MINIMUM LUMBER TOP CHORD-2X10 HEM-FIR 01 BOTTOM CHORD-2X 6 240OF MRL 1. 71
JT. A- 5. BX14. 4H JT.A1-2.6X 1.8 JT.A2-4. 5X 3.6 JT. B-5. BX 5. 4 JT.C3-4. 5X 3. 6 ALL WEBS-2X 4 165OF MRL
JT. C2-5.BX 7.2 PLATE SO IN- 628.6 WEB BRACES 1-0,2-0,3-2,4-1,
JOINT D-7.OX 7.2 +2l3.2X 5. 4 JOINT E-9.OX 9.0 THE MINIMUM BEARING- 9.2 INCHES
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FOR SPAN 56'- B" OR LESS MINIMUM LUMBER TOP CHORD=2X10 HEM-FIR r1 BOTTOM CHORD-2X 6 240OF MRL 1.7
JT. A= 5. 8X14. 4H JT.Al-2. 6X 1.8 JT.A2-4. 5X 3.6 JT. B-5.8X 5. 4 JT. C3=4. 5X 3.6 ALL WEBS-2X 4 165OF MRL
JT. C2=5. 8X 7. 2 PLATE SO IN- 628.6 WEB BRACES 1-0,2-0,3-2,4-1,
JOINT D-5. 8X 9.OH JOINT E-9.OX 9.0 THE MINIMUM BEARING- 8. 7 INCHES
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FOR SPAN 53'- 4" OR LESS MINIMUM LUMBER TOP CHORD-2X10 HEM-FIR 02 BOTTOM CHORD-2X 6 240OF MRL 1.7
JT A= 7.OX1O.8H JT.AI=2. 6X 1.8 JT.A2=4. 5X 3.6 JT. B-4 5X 7. 2 JT C3-4. 5X 3. 6 ALL WEBS-2X 4 165OF MRL
JT.C2-4 5X 7. 2 PLATE SO IN- 580.3 WEB BRACES 1-0,2-0,3-1,4-1,
JOINT D-5.8X 9.OH JOINT E-9.OX 9.0 THE MINIMUM BEARING- 8.2 INCHES
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FOR SPAN 51- 5" OR LESS MINIMUM LUMBER TOP CHORD=2X 6 240OF MRL 1. 7E BOTTOM CHORD=2X 6 240OF MRL 1. 7
JT A- 7.OX10. BH JT.Al=2. 6X 1. 8 JT.A2=4. 5X 3.6 JT. B-4. 5X 7.2 JT. C3-4. 5X 3.6 ALL WEBS-2X 4 165OF MRL
JT. C2=4. 5X 7.2 PLATE SO IN- 580.3 WEB BRACES 1-0,2=0,3-1,4-0,
JOINT D-5.8X 9. OH JOINT E-4. 5X 3.4 THE MINIMUM BEARING- 7.9 INCHES
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FOR SPAN 49-11" OR LESS MINIMUM LUMBER TOP CHORD-2X 6 240OF MRL 1. 7E BOTTOM CHORD-2X 4 210OF MRL
JT A- 7.OXI0. BH JT A1=2.6X 1.8 JT.A2-4. 5X 3.6 JT. B-4. 5X 5. 4 JT. C3-4. 5X 3. 6 ALL WEBS-2X 4 HEM-FIR STUD
JT.C2-4. 5X 7.2 PLATE SO IN- 564. 1 WEB BRACES 1-0,2-0,3-1,4-1,
JOINT D=4. 5X 7. 2 +203. 2X 5. 4 JOINT E-4. 5X 5.4 THE MINIMUM BEARING- 7.7 INCHES
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FOR SPAN 48'- 7" OR LESS MINIMUM LUMBER TOP CHORD-2X 6 240OF MRL 1. 7E BOTTOM CHORD-2X10 HEM-FIR it
JT. A- 4. 5X14. 4 JT.A1=2.6X 1.8 JT. A2-4. 5X 3. 6 JT. B-4. 3X 5.4 JT.C3-4. 5X 3. 6 ALL WEBS-2X 4 HEM-FIR STUD
JT. C2-4. 5X 7.2 PLATE SO IN- 520.9 WEB BRACES 1-0,2-0,3-1,4-1,
JOINT D-9.OX 9. 0 JOINT E-4. 5X 5.4 THE MINIMUM BEARING- 7.5 INCHES
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FOR SPAN 46'- 3•' OR LESS MINIMUM LUMBER TOP CHORD=2X 6 240OF MRL 1.7E BOTTOM CHORD-2XIO HEM-FIR *1
JT. A= 4. 5X14. 4 JT. AI=2 6X 1. 8 JT.A2-4. 5X 3. 6 JT. B-3.9X 7. 2 JT. C3-4. 5X 3.6 ALL WEBS=2X 4 HEM-FIR STUD
JT.C2-4. 5X 7. 2 PLATE SO IN- 528. 5 WEB BRACES 1=0,2-0,3=1,4-0,-
JOINT D=9 OX 9. 0 JOINT E-4. 5X 5.4 THE MINIMUM BEARING- 7. 1 INCHES
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FOR SPAN 43-10" OR LESS MINIMUM LUMBER TOP CHORD-2X 6 240OF MRL 1. 7E BOTTOM CHORD=2X 6 HEM-FIR O1
JT A= 4. 5X14 4 JT. A1=2. 6X 1. 8 JT.A2=2. 6X 5.4 JT. 8=3.9X 5. 4 JT.C3=2. 6X 5. 4 ALL WEDS-2X 4 HEM-FIR STUD
((( JT. C2=3. 9X 7.2 PLATE SO IN- 498. 5 WEB BRACES 1-0,2-0,3-1,4-0,
\ JOINT D=4. 5X 9. OH JOINT E=4. 5X 5.4 THE MINIMUM BEARING= 6.7 INCHES -
�TH'E BEST RESULTS 1N TRUSS FABRICATION ARE OBTAINED WITH A MECHAtJ11CAL JIG THAT ELIMINATES HARMFUL STRESSES CAUSED
BY HANDLING. LACKING SUCH A JIG, GREATER CARE MUST BE EXERCISED IN HANDLING THE TRUSS OR LARGER CONNECTOR PLATES
SHOULD BE SUBSTITUTED. J. D ADAMS CO. BEARS NO RESPONSIBILITY FOR THE ERECTION OF TRUSSES. PERSONS USING TRUSSES
ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE IN REGARD TO ERECTION BRACING AND PERMANENT BRACING. ALL JOINTS MUST
BE ACCURATELY CUT AND FIT. DIMENSIONS MUST BE VERIFIED. ALL PLATES CENTERED UNLESS SHOWN OTHERWISE PLATES ARE
MINIMUM BASED ON STRESSES. FABRICATOR MAY FIND FROM EXPERIENCE THAT SOME JOINTS MIGHT REQUIRE LARGER PLATES FOR
HANDLING. ALL CONTINUOUS BRACING ON WEBS AND CHORDS TO BE ANCHORED AT BOTH ENDS TO A SUITABLE SUPPORT.
(ALL BRACING TO BE SUPPLIED BY OTHERS. ) ALL WEBS 2X4 UNLESS OTHERWISE SPECIFIED.
MULTISPIKE "(BY J. D. ADAMS CO. ) SHALL BE MADE OF 20 GAGE STEEL AND PRESSED INTO BOTH FACES OF JOINTS.
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NOTE: PLATES WITH "S" AFTER SIZE - SPLICE PLATE, "H" AFTER SIZE - 16 ga. PLATE
• TOTAL SQUARE INCHES DOES NOT INCLUDE PLATES REQUIRED TO SPLICE A TRUSS I TRUSS LOADING
MULTIPLY SPAN BY FACTORS BELOW FOR STRESSES I ROOF
A-A1=164. 82(C) Al-A2=145.29(C) A2- B=102. 19(C) A-C3=156. 36(T) C3-C2-126. 88(T) I LL- 20. 00 PSF
Al-C3= 23. 74(C) A2-C3= 19.44(T) A2-C2= 37. 13(C) B-C2= 45. 10(T) I DL- 5 00 PSF
I CEILING
I LL- 0. 00 PSF
FOR A MINIMUM BEARING GREATER THAN 3 1/2" BUT NOT EXCEEDING 7" I DL- 1. 00 PSF
ADD ONE BEARING BLOCK I % INCREASE FOR STL=1=
REQUIRED NAILS ON BEARING BLOCK=(MIN. BRG. -3-. 5)X 3.91 1 SPACED AT 60"0 C.
THESE TRUSSES MAY BE USED @ 120"O.C. IF DOUBLED. NAIL WITH IOD @ 16"O.C. (ALL MEMBERS) PAGE 11
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