HomeMy WebLinkAboutBLD0283 SFR - BLD Application - 7/31/1990 BUILDING PERMIT APPLICATION
MASON COUNTY
DEPARTMENT of GENERAL SERVICES
P.O. BOX 186 SHELTON, WASHINGTON 98584
426-5593 DATE ISSUED lJ
PERMIT NO. —j/l:2
OWNER NAME MAILADDRESS
CITY 6 STATE
NE
Snffi's P, o. Bo 76 9�If��r cv Zlsa a - r�•
DIRECTIONS
TO JOB SITE
PARCELVN2�
LEGAL
NUMBERL -F SP�"�CONTRAMAILADDRESS CITYSSTATE LICENSE NO. ZIP PHONE
USE OFBUILDINGCLASS OFWORK ✓ DDITION ALTERATION REPAMOVE REMOVE
DESCRIBEnWORK 1 V O m le—
BEDROOMS 3 DECKS CARPORT O NOTICE
BATHROOMS TOTAL SO.FT. O GARAGE ,�ao SEPARATE PERMITS ARE REQUIRED FOR PLUMBING, HEATING, VENTILATING OR AIR
CONDITIONING.
NO.OFSTORIES BASEMENT_. ATTACHED
^ THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT
TOTAL SQ. FT. I () FIREPLACE_ __ DETACHED Na• COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR
ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED,
PERMANENT X SHORELINE
SEASONAL
OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT
I CERTIFY THAT I AM EXEMPT FROM THE REQUIREMENTS OF THE CONTRACTORS I CERTIFY THAT I AM A CURRENTLY REGISTERED CONTRACTOR IN THE STATE OF
REGISTRATION LAW RCW 18.27, AND AM AWARE OF THE MASON COUNTY ORDINANCE WASHINGTON AND I AM AWARE OF THE ORDINANCE REQUIREMENTS REGULATING THE
REQUIREMENTS FOR WHICH THIS PERMIT IS ISSUED AND THAT ALL WORK DONE WILL BE WORK FOR WHICH THE PERMIT IS ISSUED AND ALL WORK DONE WILL BE C IN
CON
IRMANCE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT FIRST CONFORMANCE THEREWITH.NO CHANGES SHALL BE MADE WITHOUT FIRST OBTAINING
STAINING APPROVAL FROM THE BUILDI EPARTMENT.
APPROVAL FROM THE BUILDING DEPARTMENT.
X OWNER DATE 7
X BY_ DATE
FOR OFFICE USE ONLY
DEPARTMENT APPROVED DEPARTMENT APPROVED
YES NO YES NO BUILDING VALUATION p
HEALTH
- �,�"� PUBLIC WORKS
PLANNING FIRE FEE
BUILDING PERMIT �
D.O.T. BUILDING
PLAN CHECK
SPECIAL CONDITIONS BUILDING GROUP y 3 PRE-INSPECTION
SHORELINE
WOODSTOVE
PLUMBING ,
MECHANICAL
STATE BUILDING FEE
STATE SURCHARGE
'CEPTED BY PLANS CHE BY APPROVED FOR ISSUANCE PERMIT VALIDATION
/ BY Q� 0C'�`� ��/ CASH CK MO TOTAL
PLUMBING & MECHANICAL PERMIT APPLICATION
MASON COUNTY
DEPARTMENT of GENERAL SERVICES
P.O. BOX 186 SHELTON, WASHINGTON 98584
427-9670 DATE ISSUED .3i D
PERMIT NO.
OWNER NAME MAILADDRESS CITY STAT IP PHONE
ox26
a a7s-q 7
DECT
TO OBIONS SIITE dhlw I' k.+ cK / h' o n See m
LEGAL S P- / s
DESCR. Q / J
CONTRACTOR NAME MAILADDRESS CITY RSTATE LICENSE NO. ZIP PHONE
USE OF
BUILDING e
PLUMBING FIXTURES MECHANICAL FIXTURES
NO. 2.00 PER FIXTURE OR TRAP FEE NO. TYPE OF FIXTURE FEE
WATER CLOSETS d Q FORCED-AIR/GRAVITY TYPE FURNACE 6.00
a BASINS ,U a FLOOR/SUSPENDED FURNACE 6.00
a BATH TUBS O BOILER/COMPRESSOR 6.00
SHOWERS REPAIR/ALTERATION 6.00
WATER HEATERS C70 REFRIGERATION COMPRESSOR SYSTEM 6.00
AUTO.WASHER '0 f) AIR HANDLING UNITS 7.50
SINKS d O HEAT-PUMPS 6.00
FLOOR DRAINS EACH GAS PIPING SYS.2.00 PER OUTLET
DRINKING FOUNTAINS VENT.FAN SYS.3.00 PER UNIT
LAUNDRY TRAYS WOOD STOVES 5.00
CONNECT TO CITY SEWER WOOD FURNACE 5.00
/ DISHWASHER
DISPOSAL
URINALS
PERMIT BASIC FEE 3.00 PERMIT BASIC FEE 10.00
TOTAL 123, 00 TOTAL /C e,, 0
SPECIAL CONDITIONS: NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
AUTHORIZED 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 WORK IS
COMMENCED.
OWNERS AFFIDAVIT: I CERTIFY THAT I AM EXEMPT FROM THE REQUIREMENTS OF CONTRACTORS AFFIDAVIT: I CERTIFY THAT I AM A CURRENTLY REGISTERED
THE CONTRACT OR REGISTRATION LAW RCW 18.27, AND AM AWARE OF THE MASON CONTRACTOR IN THE STATE OF WASHINGTON AND I AM AWARE OF THE ORDINANCE
COUNTY ORDINANCE REQUIREMENTS FOR WHICH THIS PERMIT IS ISSUED AND THAT ALL REQUIREMENTS REGULATING THE WORK FOR WHICH THIS PERMIT IS ISSUED AND ALL
WORK DONE WILL BE IN CONFOR CE THEREWITH. NO CHANGES SHALL BE MADE WORK DONE WILL BE IN CONFORMANCE THEREWITH. NO CHANGES SHALL BE MADE
WITHOUT FIRS=0BTNG PR L FR M THE BUILDING DEPA TMENT. WITHOUT FIRST OBTAINING APPROVAL FROM THE BUILDING DEPARTMENT.
X OWNER DATE 7 G X BY_ DATE
FOfR OFFICE USE ONLY
(CATION ACCEPTED BY PLAN BY BUILDING GROUP APPROVED FOR ISSUANCE PERMIT VALIDATION
/L 3 BY ��� CASH CK MO
PLOT PLAN
ADDRESS /(Q / /7�//sO/'� ,L C�%7 E� PERMIT NO. 0
LEGAL
13,417
DESCRIPTION LOT BILK ADDITION
52z /l>r��SITE AREA, / Sq. Ft. AREA OF SITE OCCUPIED BY BUILDINGS Sq. Ft.
ti
INSTRUCTIONS TO APPLICANT
THIS FORM NEED NOT BE USED WHEN PLOT PLANS DRAWN TO SCALE OF NOT LESS THAN 1"-20' ARE
FILED WITH PERMIT APPLICATION. (EACH BUILDING SITE MUST HAVE A SEPARATE PLOT PLAN.)
FOR NEW BUILDINGS PROVIDE THE FOLLOWING INFORMATION IN THE SPACE BELOW: LOCATION OF
PROPOSED CONSTRUCTION AND EXISTING IMPROVEMENTS.SHOW BUILDING,SITE,AND SETBACK DIMEN-
SIONS. SHOW EASEMENTS, FINISH CONTOURS OR DRAINAGE, FIRST FLOOR ELEVATION, STREET ELEVA-
TION AND SEWER SERVICE ELEVATION. SHOW LOCATION OF WATER, SEWER, GAS AND ELECTRICAL
SERVICE LINES.SHOW LOCATION OF SURVEY PINS.SPECIFY THE USE OF EACH BUILDING AND MAJOR POR-
TION THEREOF.
INDICATE fyORTH IN CIRCLE GRAPH SQUARES ARE 5' X 5' OR 1`20'
As 3 " 15
I
ao a i W
I ac e.
Se.
v
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O
0
I
I/We certify that struction will conform to the dlmensidhs and uses shown above and that no changes will a made without
first obtaining approval. L
.Sad/ 1r
NAM (5) OF OWNER(S) OF SITE S aTRUCTURE(S) (PRINT) IGNA TURF OF OWNER(S) OR AUTHORIZED REP ESENTATIVE
DO NOT WRITE BELOW THIS LINE
APPROVED
DISTRICT AS NOTED DATE
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--------------
WA T 7SUN versi �n 4. ` - SUMMARY REPORT Fade 1
i �� --------------------------
FILE . C. \WS4\SGC6(-)7. HSE!
- --..-------------- ----.----•-•----------•-•--------•-----------•------------•---------- ------ ------.- -•--
-SOU->EF: IDENTIFICATION
-- .-----.-.-. --........ --.- --------...--------.__-._...-------�-•-
H w
House i D: `�iGC 60-7 Utility : Mason County PUI) No.
Address : LOT 21 ALL I.SON AC. DE.LFAI R Analyst : KELLY BUEwCHE:L
Builder : STE VE JOHNSON Location : OLYMF'IA1
Dwner : L.EN SCHM I UT Floor Area: 1302 f t
QUALIFICATION CRITERIA -
' SUPER GOOD CENTS/
NORTHWEST ENERGY CODE REFERENCE CURRENT PROF'O �E_U
I
ThermalPerformance CBtu/hr--F•) 290 _`-3_
Energy Budget (k.Wh/ft2-yr) 2. 39 c_. _�c. r_. ,'�
I
QUAL_IF"IES �
I I
PROPOSED I
i
WASH I NG'T ON STATE ENERGY CODE ALLOWED
229
I Chapter 4 (UO) c:C''
I
QUALIFIES
r I
HEATING AND VENTILATING SYSTEMS CURRENT PROPOSED
-- Heating-System
-Type
------------------------------------ Wall Mount Wall Mount
Heat Pump Heating Season Performance Factor N/A
N/A
Heat Lead at 45 F design temp difference (BTU/hr) 13091. 2 13239. 7
System Size at 150% Design Lead (kW (kBTU/hr) ) 6. 0 ( 19. 5) 6. 000. 0)
Average Annual Space Heat Requirement (kWh/yr) 3474 3582
Ventilation System Type NHRV: Integrated Spot & Whole House
CURRENT PROPOSED
- ------ ___ __________ - ------- --
----------- ----------
- Incremental Construction Cast
------ $ O, (ic
Projected Yearly Heating Cast 0. 00 0. 00
First Year, Monthly F'ITI ($/month) $ $ (:), oo
Average Monthly Heating Costs $ 0. 00 $ 0. 00
----------------------------
C TOTAL FIRST YEAR MONTHLY PAYMENT $ 0. 00 $ 0(
30 year Life Cycle Cost C $ 0. 00 $ fine_
-
- -
Actual energy use will var_y with climate, lifestyle, and construction.
Economic and energy Use estimates should be used for comparative ive purposes only.
DATE July 3 , 1990
NAME Leonard Schmidt (Realty 7 Inc) Ph: 275-4477
ADDRESS P . O . Box 1029 , N. T. 22580 Highway 3 , Belfair , WA 98528
PROJECT ADDRESS
H E A T L 0 S S C A L C U L A T I O N S
MAIN FLOOR AREA 1298 S .F.
SECOND FLOOR/LOFT AREA N.A. S .F.
BASEMENT FLOOR AREA ( if applicable) N.A. S .F.
MAIN FLOOR VOLUME 10 , 060 C . F.
SECOND FLOOR VOLUME N.A. C .F.
BASEMENT FLOOR VOLUME N.A. C.F.
WALL AREAS : MAIN FLOOR 1 , 271 S • F•
SECOND FLOOR N.A. S .F.
BASEMENT N.A. S . F.
WI::DOW AREAS : MAIN FLOOR ( 17% of floor area) 216 S .F.
SECOND FLOOR N.A. S .F.
BASEMENT N.A. S . F.
ROOF AREAS 1 , 298 S . F.
DOOR AREAS 20 S .F.
INFILTRATION (Number of Air Charges Per Hour) 1 . 5
INSIDE TEMPERATURE 70 F
OUTSIDE TEMPERATURE 24 F
Page 2 - HEAT LOSS CALCULATIONS
1 . HEAT LOSS THROUGH AIR LEAKS
01 = . 018 x V x ,p T x ACH
(constant ) (volume) (temp. diff . ) (air changes)
_ . 018 x 10, 060 x 46 x 1 . 5
= 12 , 495 BTUs/hour
2 . HEAT LOSS THROUGH WALLS
WALL COMPONENTS - MAIN FLOOR
Qc = A x 4 T Inside Air Film 0 .68
R Gypsum Board 1/2" 0. 45
Insulation R-21 21 .00
= 1271 x 46 Exterior Sheathing 0 -
22 . 98 Exterior Siding 1/2" 0.68
Outside Air Film 0. 17
= 2 , 544 BTUs/hour TOTAL 22.98
WALL COMPONENTS - SECOND FLOOR
Qc = A x A T Inside Air Film
R Gypsum Board
Insulation.
x 46 Exterior Sheathing
Exterior Siding
Outside Air Film
BTUs/hour TOTAL N.A.
WALL COMPONENTS - BASEMENT
Qc - A x T Inside Air Film
R Gypsum Board
Insulaticn.
x 46 Exterior Sheathing
Exterior Siding
Outside Air Film
BTUs/hour TOTAL N.A.
3 . HEAT LOSS THROUGH ROOF/CEILING
ROOF/CEILING COMPONENTS
Qc = A x & T Inside Air Film 0. 65
R Gypsum Board 5/8" 0. 56
Insulation R-38 38 .00
1298 x 46 Exterior Sheathing 1/2" 0 . 68
40 . 59 Roofing 235 # comp 0 . 50
Outside Air Film, O . ' 7
1 , 471 BTUs/hcur TOTAL 40 . 59
Y
Page 3 - HEAT LOSS CALCULATIONS
4 . HEAT LOSS THROUGH FLOOR
FLOOR COMPONENTS
Qc = A x A T Inside Air Film 0. 68
R Floor Covering - 0. 05
Underlayment 0 -
= 1 , 298 x 46 Sub-Floor 3/4" 1 .05
20 . 95 Insulation. R-19 19.00
Outside Air Film 0. 17
= 2 , 850 BTUs/hour TOTAL 20 .95
5 . HEAT LOSS THROUGH GLASS
GLASS COMPONENTS
Qc = A x _ T Insulated Glass (double) ,
R Class 60 with electric
resistance.
= 216 x 46 TOTAL 1 . 82
5 ,459 BTUs/hour
6. HEAT LOSS THROUGH EXTERIOR DOORS
DOOR COMPONENTS
Qc = A x AA T
R Solid Core Doors
TOTAL 2 .78
20 x 46
2 . 78
331 BTUs/tour
TOTAL ESTIMATED HEAT LOSS 25 , 150 BTUs/hour
N/A = Not Applicable
All above based on drawings and specifications dated 6/30/90
and components shown above. If all above requirements are met,
this building will conform to Chapter 4 of the State Energy Code .
Should you have any questions, please let me know.
Sincere ,
H.rold E. Dalke, AIA
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DES MLH CHF: ,•,"•••"•••,-vE 'pV,/, TPI-BS ANALYSIS
CHORE DIVC LOAD 25 0C PS= LM PLAT= SERIES ��✓�°Fib'*i��`
TOE CHORE' LOAD 0C PS= _ LDVM= f ?
S_- CHORE: D=AC L 2SGA 16l PS+ GROSS
_ 1. i 6.3A +,5 1 PS! GROSS : .►-- -
-"TA� UNIT=ORN LOAD <c. OG P5= • l.'✓.-�i,'=�•✓ r iG`,�r�t �:;;---a•,'t ;\
_0AC DURAT ION =ACTOF. 1 5' TRUSS p
SPACING: 2.00 r CENTERS � `re,':';Fr
2Yl HF 50=_ CENT- a ufT,*16 �.
MSF. 1 „? E Ems,,
3E REA. IONS: VERT. HOR. MIN.BRG. ��"
2Y.[ H= MSF: 1�50=- 1 . 3E •� i
2X4 H= STL' t16[ -C 3.50 IN. IIHE SEAL AF=1X=D HERETO INDICATES ACCEPTANCE
1164 0 3.5C IN. ' OF PROFESSIONAL =NGINEERING RESPONSIBILITY
TOL AXIAL BOT AXIAL WEE AXIAL WES FOR THIS DESIGN ONLY. OTHER DOCUMENTS WHICH
Ir�'7 GORCE LBR MEMBER =ORCE LBF: MEME=F =ORC= LBF. MEMBER AORAE i IMAY BE INCLUDED WITH THIS DESIGN THAT DO NOT
-2215 1 5- E• 20a1 - BR B=AP. MY SEAL. HAVE NEITHER BEEN PREPARED BY
'1 ' 6' % 20e1 B �_ 13S W'1 i- 4 -73C W1 IME NOR UNDER MY DIRECT SUPERVISION.
- [ -t<S7 Tt 7- g F' • 3E W: t- t -730 Wt
l- 5 -221E Tt E- 1 20[l S E- l 13E K'; ICBO REPORT NUMBEF 2625.
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DFNCR4: NOTES, UtlIdSS oTHERNtsc HOTEL AEOVc. V 6.3 1 B
F'UENISH 1. CO!c pr TF1I'. DCSt@- TI DCSI O.K 8EOU1 tES TA
ANL EOTTOw CHORDS IKCWDI KG THOSC ITi TY.
_ONT7tACTOF COI THEIR 4PPROVAL THC BUILDING LDS tlG DES GNEL am., IGOY3eACb3 OE FeAq NG TO N4vC CONTI MUOU- lJ lT3A' SYPPO►' TtUSSE_ SNAL EL ItaNUFACTUtCI TO THE S►ECIrI C4T70NS Or
CA'CULATIONS aNt 4KL USAM. DESI@: SV=Y. AL ATTACNE2 OUA L:7T STAMDaEL FO¢ �faL PU7E CONNECTED ROOI•
TRUSI PLATE INSTITUTE (T.1i PURL RE, Ot' ANI BRACING PUELINS OF BR`CING. TRUSS ►LA TL Otl CNT4TI01
aEi AVAILABLE FION W1IEEeNA ICaT10NS CI NG FORCCS SNAL- EC T.."S.EILREI• TC THE IS SH. E. /LATE TRUSSES''
1 '- ARE LDl KC STtU=TT16E. TIUSSC. NI Ti. SLO.CZ E07TOw CHORDS BEFEE Tr Ut 3T4tlD4ED.; FOt P47L ►Ln CTEIENP MEEC
i RECTION �'_
Tc DCSI@ I.' FO1' A TRUSS. Mil CY IS ARE SUEDE=, TC NOe:2p/TAL DS SIUC CHOBI SPLI CC SNAL M LOCATED A. irICA+IOa5,
EL INTEGEATEI INTC THC EUI LDI NC DCSI�COKPOtlEN-. •- SNa' H08:20NTA_ FORCES TC ElIEtlTS AND/O[ TBANSFL¢ -P" ►ANC'_.', 1A AC}
DI NENSI ONS SNA': KING L04D5 4N[ TIIC )EARIN�, LOCIT10N5 Or LTEEA' IANC� OCCWDl YG E Ral08t SEOie_KT NAVE EDUaL
DC VCRIrIEb t) Eul LDI NG DCSI @IEC. DESIQ' K2 DRAC]tlC ■&DUI tC'S TC lCSf S7 )UCLLI KF ARC KDr— AND If
NF08CI NG DAYLIGHT
KTHODOL04`. I: 'I COflORNaNCt NITF: aPIP.OPP. THC TRUSS DCS1Gv iT CSIS r FOE INDICATED C NEI4DEES.TRL•SSCS SNAL: E- VSC: IE ENCLOSCL EUI LDI NCr� �� STANDatD•. IN ACING AtlI IN574 L1.A TI ON EI ECAE1tlC, ANCHORAGE. CRCCT10F &RACING ant PERN4N[tlT EtACl KG A8[ 4LW YS P.EOUI R[D.
LNVIRONMEII TL N7 TV.. ^DEYUATL VEKT:• !I NON-CO8HOr1 VC OTHELS. IlCrU TC TP' •&RACING NOOL TRUSSCS' Na NDL[ NZ ERECT
.Aot L TRUSS PLATE.' AS NI TF. 4 .. DC NO- CECCT O. VSL ISNa GEL NDLC ',. DO NOT
_c-ry.c7LI VERTICAL DCrLCCT1 pN FOF Lf YL OS SKOM L011[. LOC,' SPC=1rIEL aut NANUra CTUecz E! CUT. DRIL: OE ALTCE TRUSSL',. TRUSS61 ANL=
NC' L:7.CE_: rJ6F FOS' FLOOL TRUSSC:, STRAIOL•T. PWIIL ANL ALt ONrS. ANL O EL INST4
N'n cLl'INQ ANI :�4e FOR. ROO- TRUSSLI ` 1 • O YF.1GH- 'ocC ` 4s DESILLCDD:
N7 TH,I. L/I&Q FOR. OVEBNANp_' ANI Boor TRUSSE• ' UMB=RMATc C P T„Is Is TIwEL� Drlw roE A
CE3 LING.. C4NEL¢ IS eCOUTRC TL COHPCIISATE Pat 4N DIVISION Or ALPIvc CHO)NCERCI ►&ODUC'.'IA.. FGL"NO INCNG INDIC4 SPE_I rSC EOILDINC. DIMENSION
•CTVA: DC41 LOAD. i%1.�.. EASED ON WwAC' wO1STU&C ICLplri.-TREK THST �40r Ir4Ee1 C DTI0a@ ,
+-
i
=0064 16' - 0' SPAN T42 5/12 NOV T_21 , 1983 ,..••
COD �e .• L s iH b Er 'o ti
2 S- -1 C? � �' 78 ' �•.e`•H`' � �tE�P���i1' ` NT,4
I T 0P CHORD LIVE LOAD 25. 0 PSF TOP CHORD 2X4 HEM FIR MSR 210OF-1.8E :' �`:,� =t 2-94 a 5d * ROKEITT
M K.
70r CHORD DEAD LOAD 7. 0 PSF BOT CHORD 2X4 HEM FIR MSR 2100E-1.SE o on776E
B07 CHORD DEAD LOAD 10. 0 PSF WEBS 2X4 HEM FIR o3 � '� rti�� 9r � '•, ^\ o..�.
i TOTAL UNIFORM LOAD 42. 0 PSF 'h' JS/O^tp E�6rfa �N E� ��f OF
TRUSS SPACING 2. 00 FT CTRS LOAD DURATION ADJUSTMENT 15% .....,"..••�'
IPC-ACTION AT 1 - 648 MIN BP.G- 3.50 IN LM PLATE SERIES: ALTERNATE LBR SPARS 12X4 TOP CHI 2X4 BOT CHI
( MEMBER FORCE MEMBER. FORCE MEMBER, FORCE T 20GA 164 PSI GROSS MSP 1800 - 1.6E 16'-0 ' 16-0
-1148 2- 6 -321 3- 6 -401 K 16GA 151 PSI GROSS MSP. 1650 - 1.5E 16'-0 16'' -0
2- -,3 _627 MSR 1450 - 1.3E I 16'-0 16 -0 '
6 + 1059 DOUG FIR. SEL STR 16'-0 16'-0
DOUG FIR rl 16'-0 ' 16'-0 •
DOUG FIR i2 16'-0 ' 16'-0
`11,19111118"1" HEM FIR SEL STR 16'-0 • 16'-0
Pncr"r HEM FIR /1 16'-0 1 16'-0 '
HEM F 1 P, r2 16'-0 ' ! 16'-0
�� •'' 'H� N•' ''� �c�' �N Ea�y�.\. ALTERNATE PNL PT SPL PLT
J . .
��''~�C• 1\/I 4`�•• `r'I. Q 3- 'Y1 3.X5 5 J2 i
4X3.5 JG 5 X8. 8 Y1= 3' i
3.5
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2 ICBO REPORT NUMBER 2625.
I 2.5X3. 5 THIS 1S A STANDARD
DESIGN;PLATES ARE SIZED
FOR AXIAL FORCES ONLY,
I SOME PLATE SIZES WILL
i PROBABLY NEED TO BE i
INCREASED FOR PRACTICAL I
1 6 PLACEMENT AND/OR TRUSS
HANDLING.
BR
SECOND PLATE DIMENSION TO
3X8.8 BE PARALLEL TO CHORDS
UNLESS NOTED. ( )
16'- 0' SPLICES SHALL BE 1/4 PANEL
EQUAL DAYLIGHT PANELS UNLESS NOTED "-0' UNLESS NOTED.
Ln THIS DESIGN SUGGESTION 1S INTENDED FOR USE BY THE BUILDING ARCHITECT AND ENGINEER IN PREPARATION OF
THEIR. FINAL DESIGNS. NO RESPONSIBILITY IS ASSUMED FOR THE ERECTION,BRACING, AND ASSEMBLY TO THE I
COMPLETE STRUCTURE. DESIGN BASED ON CRITERIA ESTABLISHED BY THE TRUSS PLATE INSTITUTE AND 'NDS' BY �
'.UMBERMATE COMPANY ( THE NATIONAL FOREST PRODUCTS ASSOCIATION. CUT MEMBER.- TO BEAR.. LATERALLY SUPPORT CHORDS.
iLUMBERMATE TRUSS PLATES OF GALVANIZED STEEL ARE INDICATED BY GAGE AND SIZE. PRESS PLATES SECURELY ONI
NT LOUIS , M:SSOUF.; BOTH SIDES OF JOINTS. CENTER, PLATES ON JOINTS UNLESS NOTED.
+ [S750063 20'- 0• SPAN T42 5/12 NOV 21 1963 r """"+, PRO-10 N,CODS T�1 72 r'�e " bF` iN� �9�, -r/.. F,^ONTA
I TO- CHOPD LIVE LOAD 25. 0 PSF TOP CHORD 2X4 HEM F 1 P, MSP. 21 OOF-1 .8E �` ' zs4C * noeear M.
70P CHOPD DEAD LOAD 7. 0 PSr 807 CHORD 2X4 HEM FIR, MSP, 2100E-1 . 8E i i r o o 06776c
i
POT CHOP.D DEAD LOAD 10. 0 PSF WEBS 2X4 HEM FIR /3 o�•.dR� moo,.,`: ��TF p*r '0
TOTAL UNIFORM LOAD 42. 0 PSF
iTP.USS SPACING 2. 00 FT CTRS LOAD DURATION ADJUSTMENT 15% ^•••-A
( "FACTION AT 1 = 816 MIN BRG= 3.50 1N LM PLATE SEP.IESt IALTERNATE LBR SPANS 2X4 TOP CH 2X4 BC' CH'
MEMBER FORCE MEMBER. FORCE MEMBER. FORCE T 20GA 164 PSI GROSSIMSP. 1800 - 1.6E 20'-0 20' -0 '
- -1a49 2- 6 -404 6 -505 K 16GA 151 PSI GROSS MSR 1650 - 1.5E 20'-0 ` 20 '-0
-1045 MSP. 1.150 - 1.3E 20'-0 I 20 '-0 '
1 - 6 •1338 DOUG FIR SEL STR 20'-0 20'-0 • i
DOUG FIR p1 20'-0 ' 20'-0
+ rrrnr,rr DOUG FIR /2 20'-0 • 20 '-0 '
�•`'�'I -•�hYJAAF( �G'�•� � . HEM FIR SEL STR 20'-0 '-
HEM FIR r1 '- -HEM FIR f2oirl • , = 20 -0 20 -0
ALTERNATE PNL PT SPL- PL T
12,332 \ J2 5 X5.3 Y1= '
4X,3.5 JG 5 X8.8 Y1- 3'
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2 II ICBO REPORT NUMBER 2625.
2.5Y,5.3 THIS IS A STANDARD
DESIGN;PLATES ARE SIZED
FOR AXIAL FORCES ONLY,
SOME PLATE SIZES WILL
PROBABLY NEED TO BE
INCREASED FOR PRACTICAL
1 6 PLACEMENT AND/OP. TRUSS
BRG�
HANDLING.
SECOND PLATE DIMENSION TO
3X8. 2 BE PARALLEL TO CHORDS
UNLESS NOTED. (x)
20 '- 0'
EQUAL DAYLIGHT PANELS UNLESS NOTED SPLICES SHALL BE 1/4� EQUAL DAYLIGHT PANELS UNLESS NOTED SPLICES SHALL BE PANEL
> > '-0' UNLESS NOTED
THIS DESIGN SUGGESTION IS INTENDED FOR USE BY THE BUILDING ARCHITECT AND ENGINEER IN PREPARATION OF
ITHEIP. FINAL DESIGNS. NO RESPONSIBILITY IS ASSUME-
D FOP THE ERECTION,BRACING, AND ASSEMBLY TO THE
COMPLETE STRUCTURE. DESIGN BASED ON CRITERIA ESTABLISHED BY THE TRUSS PLATE INSTITUTE AND •NDS' BY
UMBEP,MATE COMPANY ITHE UMBEP.MATSATRUSSEST PLATEODOOF GALVANIZEDISTEELCA'REMEMBERS TO INDICATED BYAR.GAGEAANDAS,IZE.SUPPORT
RESS PLATES SECURELY ON
.N- LO!'! S , MISSOUP.IIBCTH SIDES OF JOINTS. CENTEF PLATES ON JOINTS UNLESS NOTED.