HomeMy WebLinkAboutBLD93-0336 Final Storage - BLD Permit / Conditions - 8/11/1993 MASON COUNTY
Mason County Bldg. 111 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
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01
APPROVI"ll 1111114-1 A i p
'OWN f R 0 h A I,10 1 Ij
:suit
Vo ?R111 , rev. 13131 1 CONI'L 1ANCt. 10 A I I ACK.0 COM1.111 1 [UN'S IS ki-01.11.1if.1)
CONCRETE MECHANICAL MOBILE HOME
Footings-Setback date by Ribbons
date - —G3 by Gas Piping date b
Foundation Walls date by Set Up
date by INSULATION date by
BG/SLAB Insulation Floors Final
date by date by date by
FRAMING Walls FIRE DEPT.
date by date by date by
PLUMBING OTHER
Groundwork Attic
date by date by
D W WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by date(�k 8_/ Sj by L� date by
► -NC&
MASON COUNTY
Mason County Bldg. 111 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
MASON COUNTY
Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
OR 1_i 1 t l ;} 11- 4 2 7—9 6 7 0
Ht FWL,-N t)pm i`,Nu r;�-am 427-7262
BLD93-0336 P(IRCEL : 1232914909)60 PLAJ r)TVr, H L K f
J0H A1JuRt , ; : NE 120 OLD BELFAIR HWY BELFAIR
OI: Nf R : LOUIS LADOW 275-8078
CtIN FPA(' FO I'll :",
L F 6ilI ; TN 6 OF S 112 SE NE TN C Of SP 231 FS 15177 NK 164
Cl ASS OF I-Ji)RK Nt'kJ fit t)i� ° 0 HA I H 0 TYPE AMOUNT BY GATE RECEIPT TYPE AMOUNT 8'i DATE RECEIPT
T Y P F Ot US,L . . .. : ACC �T10RIES . . . .. . . . . 0
OCCUP . GROUP . ,. . : ? HI-DG . HLIGIAT . . . 0 . 0tt� iPRMT ; 293.00 CPH 06/11193 32822
1YPE OF C0NSI' . . : t FIRFPLACES . . . . : 0 P L C K 1 116.00 CPH 06/01/93 32822
0CCUP . L OAD . . . . - 0 WOOUSTOVES - . . . , 0 STFE Z 4.50 CPH 06/01/93 32822
OWELL. . UNITS . . . . ! I PARKING SPACES : 0
INSPECTION AREA : 1 SHORE LINE'?. . . . : Y TOTAL: 413.50 VALULATI09 48000
SETBACKS--------------- T01 1'.E1 S . . . ° ° . I. Fl1E 1 JYPF ' ._.___ ____.._ - -- B 0 1 l FR?i ei:0f-1i,__ _ --- NOt-;.1 l t 10lyi�
FRONT . . .W 70 . Oft BATH BASINS . . . . . . : L : : 0•--3 HP 0
REAR . . . . E 5 . 0 f t BATH TUBS . . .
SIDE ( 1) . N 5 . 0 f t SHOWERS . . . . . . . . . . : 0 FURN { 100K BTU : 0 1.5.7---30 HP . : 0 hull F
f SIDE ( 2 ) . S 5 . 0ft WATER HFAIFRS . . . . : 0 FURN )•-100K HFU 0 0- b 0 H1' .. 0
SHRLINE . ? 0 . 0 f t CLOTHES WASHERS . . : 0 FURN - FLOOR . . . : 0 Ei0 + FiP . : 0 {tAIc-
AREA ---------------- KITCHEN SINKS . . . . 0 HEAT PUMP . .: - . . . 0
LOT SIZE . . : ? FLOOR DRAINS . . . . . . 0 VENT SYSTEMS . . . ° 0 EVAP i:001. FR!, : 0 t_ENkiIII o
BUILDING . . . . 4000E IF DRINKING FOUN I' . ; .. . 0 VENT FANS . . . . . .. 0 H()t)0 0 1:,f1 () 111 . ° �3
BASEMENT. . . : 0sf LAUNDRY TRAY` . . . . : 0 DOMES . INC 1N : 0 --SE1t I Al #----- _
DECKS . . . . . . : Osf DISHWASHERS . .. .. . .. . . 0 AIR HANDLING UNII :)- COMMI Ii`,1CIN • 0
GAR/CARP : ? 0sf GARB DISPOSALS . . . : 0 (= 1.0000 cfm . : 0 RFLOCJREPAIR : 0
AT/01' URINALS . . . . . . . . . . : 0 ;} 10000 c t-m .. : 0 OI IiF'R UN ( TS _ 0
MISC; PLM FIXTURES. 0 A , 0U I LE I'S 0
PPPIFrT DESCRIPTION:STORAGE BUILDING
PROJECT IOC AT ION:NORTH ON 8 E L F A I iY 1/4 MILE FROM H W Y 3 INTERSECTION
THIS PERMIT BECOMES ONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR If rONSTRUCTION OR WORT IS SUSPENDED FOR A PERIOD
OF 180 DAYS AT ANC i. EVIDENCE OF CONTINUATION OF WORK IS A PROGRESS INSPECTION WITHIN THE 180 DAY PERIOD. FINAL INSPECTION MUST BE
APPROVED BEFORE
OWNER OR AGENT: DATE:
BLD PRMT, rev: 03/31 I COMPLIANCE TO ATTACHED CONDI I luNS l.5 ittWUIREO
MASON COUNTY
Mason County Bldg, III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
1,11 :X* ...N q: ("11 N"4 I.;h :1: -11 II_ P,
Case No . - BL093-0336
For - L.OUIS P LADOW
Page : 1
1 ) PURSUANT TO 1991 UNIFORM BUILDING CODE , SECTION 305 (C) AND SECTION 5.1.11 , ALL SILE ::i MU-; I
HAVE APPROVED NUMBFRS OR ADORFSSFS PROVIDED 'IN SUCH A POSITION AS TO BI. PIAINLY V1 ', 161- t.
AND LEGIBLE FROM THE STREE-r OR ROAD FRONTING THE PROPERTY . MASON COUN'I'Y BUILDING
DEPARTMENT REQU RES THAT THTS BE cOMPIFTED PRIOR TO CALLING FOR ANY 1LIE IN`3PECTfON`_, . r:
REINSPECIION FE BASED ON RATES IN TABLE 3A OF THE 1991 UNIFORM BUILDING GOOF WILL BF
ASSESSED IF OW E /CONTRACTOR FAILS 10 POST ADDRESS ON yITF PRIOR III RFOH; I; 1 ; Idc,
INSPECTIONS .
X
42 ) The use , han ling and storage of hazardous materials or flammah.le and comhrl : r.i. hI
liquids in exce_ s of 10 qa-11ons i.s not a 1.owed without~. t;he aprrrovaI (:)f I hc- Ma:;nn f. oilrrr.v
Fire Marshal .
X
a )
SPECIAL INSPECTIONS SHALL BE PERFORMED AT OWNER ' S F_XPENSE. AND 1N ACCORDANCE L11 71"i UHI. L (;
e, 306 FOR THE FOLL ING ITEMS ; STRUCTURAL. WELDING AS PER PAGE. NI- OF `iUBMI I I t D 1'I ;1N'; B r 1 tt
STEEL , ITEM 1' .
X
4 ) This structure has been classified under, the Uniform Building Code . Chapter 7 Sec; /ol.
as a private use pnly B-1 bui.lding . '. Any other uhe of this strw-..trrrP t:.)i 1 I rodrri rr?
change of use per it .
x
O � Permit No.
MASON 1111
BUILDING PERMIT APPLICATION
PLEASE PRINT L�CO V)
Owner LIL115 /" b QvJ Phone#
Site Address l- fl (Wb ) '� Fire District # Z
City - St WA Zip !22bZ13
Directions to Job Site & 4VJ 04,0 &EC..Ve'41K VKILC:
TiV rk:y St,-r-Tz%-v.3
Owner Mailing Address_AL- (SD OLt> By-egaw - Ow N
City Rcc�Zr"-�A-�r� St WR Zip 9�
Lien/Title Holder Me-Li
Address fU fib
Cit St Zip
2 J Contractor Name_C�P� Contractor Reg#
Address Expiration date
City St Zip Phone
#3 If septic is located on project site, include records.
Connect to Septic? Public Water Supply Well
(If residential, proof of potable water is required)
Parcel No. i'2 S"Z�t - /4- %Q 60
Legal Description 1VAW-''r c oA- ,3 R `cAb Z50
#5 Building Squ,4re Footage: 'So )c
1st F11100() 2nd Fl 3rd Fl Loft Basement
Deck #bedrooms #bathrooms Garage Carport
Garage/Carport: Attached or Detached
Other
6 Use of buildingG I (d Describe work Ca:)-n4f\A.
#7 Type of Job: New Add Alt Repair Demolition
Re-Roof Bul ead Other
#8 MOBILE HOME INFORMATI N
Model LYea Model
Length Wi Serial No.
#Bedrooms Ba hrooms Type of Heat
#9 Any water on or adjacent to property: saltwater lake
river pond_ wetland seasonal runoff
other
Show following on the site plan
Lot Dimensions Flood Zones
Existing Structures Fences
Structure Setbacks Driveways
Water Lines Shorelines
Drainage Plan Topography
Septic Systems Wells
Proposed Improvements Easements
Name of Flanking Street Scale:
Name of Fronting Street Date:
PPLICANT TO DRAW SITE PLAN BELOW
F/i wltzc -
I � t
3
APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW
Plumbinq Fixtures > Fee Mechanical Fixtures
No. Toilets Primary Heat Source (circle type)
Bath Basins Elect/heatpump/other
Bath Tubs
Showers NO. FEE
(� Hot Water Htr Furn
Laundry Washer Heat Pumps
Sinks Vent Sys (Central)
Floor Drains Vent Fans (Spot/Whole)
Laundry Basins Boilers/Compressors
Dishwasher HP
Disposal Air Handling Unit
Urinals cfm.
Other Fire Protection Systems
Permit Basic Fee
TOTAL PLUMBING $
Other
Gas Outlets .Hookups
Wood/Pellet/Gas Stove
Other
Permit Basic Fee
TOTAL MECHANICAL $
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 ANYTIME AFTER WORK
IS COMMENCED
OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT
I CERTIFY THAT I AM EXEMPT FROM THE REQUIREMENTS OF THE I CERTIFY THAT I AM A CURRENTLY REGISTERED CONTRACTOR
CONTRACTORS REGISTRATION LAW RCW 18.27 , AND AM AWARE IN THE STATE OF WASHINGTON AND I AM AWARE OF THE
OF THE MASON COUNTY ORDINANCE REQUIREMENTS FOR WHICH ORDINANCE REQUIREMENTS REGULATING THE WORK FOR WHICH
THIS PERMIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN THE PERMIT IS ISSUED AND ALL WORK DONE WILL BE IN
CONFORMANCE THEREWITH. NO CHANGES SHALL BE MADE CONFORMANCE THEREWITH. NO CHANGES SHALL BE MADE
WITHOUT FIRST BT I jNG PP 0 AL FROM THE BUILDING WITHOUT FIRST OBTAINING APPROVAL FROM THE BUILDING
DEPARTMENT. DEPARTMENT.
X OWNER X BY
DATE 9 -3!2 DATE
Return permit to: Department of General Services
426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628
FOR OFFICIAL USE ONLY: Accepted by: Date:
DEPARTMENTAL REVIEW
FOR OFFICE USE ONLY
Approved Cord Hold
Approval
Planning:
Environmental Health: '
Building Plan Review:
Occupancy Group: '
Fire Marshal:
Other:
if I If If FEES
IISpecial Conditions: 11 IISite Inspection I II
II II IlBuilding Permit II
II it 1 I
II 11 Ilviolation Fee I II
II II I I
I1 11 Ilviolation Investigation Fee 1 1I
II 11 I I
II 11 II Plan Check I II
II II I I
II 11 II Plumbing Fee I II
II II I I
II 11 11Mechanical Fee I II
II II
11 11 IlWoodstove Fee 1 I
11 11 I I
11 K IlBuilding State Fee4 11
I II
IlBuilding Valuation: 0 11 II TOTALI G
,I
GYP BUILDING INFORMATION
J STEEL FRAME OR COLUMN
2 X 2 x j I� DES I GN ROOF SNOW LOAD: 2� i?sf
FAs:j;-.BOARD PURLINS 2 X 6 HEADER ►�— DOUBLE GIRT ABOVE DOOR WITH �0 h EXPOSURE
TYP. O IP AT EACH END
DESIGN WIND SPEED: TR A ,
1 OF EXCHsIRT DESIGN SOIL BEARING PRESSURE: 150 pST
TYP. GIRT PER BLDG.
INFORMATION NOTES ROOF PURLINS: 2 X 83 :Z P 24 " O.C.
(2) 160 MAILS 2 X GIRT(NOTCH GIRT 2.5"MAX. A a. `'"T'A"4 &. °F ""415 WALL G I RTS: 2 X & s Z Q 24 " O.C.
ToC-EARENDW&LRArDER) Typ DOOR ERANIN6 DETAIL�s✓;'r
GIRT-TO-FASCIA BOARD DETAIL .— ALISN THIS FACE WITH GENERAL NOTES
BLDG. EXTERIOR
2 X 10 YERT. S T cam- FRAME OR
HOER =Lu" 1. CONTRACTOR/OWNER TO VERIFY A14D 0014FIRM ALL MNDiT10NS AND
(I)BRA:--- AS SHDWN AT ALL DI"1--NSIDNS AND NOTIFY EN31NEER REvARDIN , DISCrEPENCiES PPP.IOR TO
UtRT A,----t.(�=C2)SRAM(OME.A 2 X!o HORIZ-"f0P \
1 KART OF WORK.
SIDE)AT PL;; IN BRAS (NOTCH ENDS TO �1 � � � I � D �� "^
GIRT DEPTH IF \ 1/8 2. DPAWING•S.A' ES INDICATED ON P_ANSAP.-AP. ROXI, f;,TE A14—W IK7-ND-D
�')` I p R�Q'D) I -10 BE USED FOR REFERENCE ONLY. DO NOT SCALE DRAM NCS FOR CONSTRUZ71 ON
��� SkS ZXv E4c��-{?asrlvM 1.
� PURPOSES. _
f . �
x.�oo i .�. CONCRETE S+rC.-.N- H: 2500 psi @ 28 DAYS
•` �� BRe,r \ 16d NAILS a i6' o.C. .4 ^ r E L SHALL CONFORM TO ASTM A-5`S, GRADE 50 FOR
GIRT R_iNFOR�I N�S T�_
StRT OP . FRAMEI rc AR WELDED WIRE MESH SHE I
,uR�IN J 5,_ OR ;>U;LIN \—S=- COLUMN �) � BARS AND LARGER, GRADE 40c OR=3 BARS. '
co`uw: / FRAME OR COL
30-so I I ` 7TP. 9IRT SIP CONFORM TO ASTM A-1 55 (70 k..i MiN YIELD SP.:NST�).
S. STRUCTURAL STEEL SHALL CONFORM TO T� rOLLOWINS STANDARDS:
` I L4 X 4 X 1/4 X 8' * WIDE FLANGE AND CHANNEL SHAPES: AST"l A-36
TYP. AT COL EA_ END 2 X 6 GIRT WITH (8) ANGLE SHAPES: ASTM A-36 (WITH MIN. YIELD STRENGTH OF .42 ksl)
"� ✓ Lt x 1 x.109 tip s14 SCREEWS a Z' O.C. TUBE (TS) SHAPES: ASTM A-300, GRADE 'B', (Fy MIN. 46 ks:0
BO_i EA. WAY
TYP. GIRT PER BLD6. • 6. ALL WELDING SHALL BE PERFORMED WITH E70- EL ECTRODES BY
i -= 61-77fFLEI IN BRACE DETAII 1HFOit!'lAT10N NOTES CERTIFIED WELDERS.
1 7. BOLTS SHALL CONFORM TO THE FOLLOWING STANDARDS:
L ANCHOR BOLTS: ASTM A-307 BUILDING FRAIM9E BOLTS: AST M A-�A
lsi4• 2 err- 314" Era fKSTALL HARDENED WASHERS WHEREYER HOLE S12T EXCEEDS THE BOLT
��A.B. OO DOOR FRAMING DETAIL
Wmrt,,,I to' NoS..Al DIAMETER PLUS 1/16" INCH. SIZE WASHER T 0 COVER :NTIRt HOL=.
(0) -1c s: Ews I I + o� ���s 8. GRADE BEA"1S, PIERS,A14D SPREAD rOOT1N;^-S SHALL BE POURED ONTO•
(TCT•-L ?:EZ CLAF) • FIRM AND NATURAL SOIL WHICH IS FREE FROM ANY MATERIAL THAT WILL
START AT TOP HOLES NOT AT=RNERS AITA,CH ON:GIRT TO
3/4' 2 1/2. 3/4 tv;L S7;Z .J:ZE WITH7YP.-' IP, LAP ADVERSELY AFFECT THE SOIL DESIGN BEARING PRESSURE RE,ERENCED ABOVE
OTHER v1RT AND FACE NAIL WITH 9. LUMBER SHALL BE DOUGLAS FIR-LARCH (NCRTH) OF GRADE AND SIZE A5
(3) 16Z NAILS SPECIFIED IN ABOVE NOTES AND ON PLANS.
We- 10. WOOD S;REW LOAD VALUES CONFORM TO U.B.C. TABLES 23- 17-L AND
PREDRILL HOLES, IF NECESSARY, TO PREVENT S?LI f lI ING OF WOOD.
3/t6-PLATE _ 6. 1/8' PLA,c - - VA ,J 1 1. SHEE-T MEIIAL SIDING AND RO.OFIN, , IF USED, SHALL BE MIN. 30 GA
MEEL FkktiE OR I STEEL FRAME OR 3' � 4'4 MAi_RIAL SE_ MANUFACTURER'S LIT-RATUr2_" FOR ALLOWABLE SPAN INFO.
=LU:yn
�Llt"1N "' . hTTACH 10 ALL SUPPORTINv MEM3ERS WITH=10 X 1" LONG SCREWS Ai 9" O.C.
AiIIACH ROOF C AP WITH=10 SCREWS AT 6" O.C. CUS I OMER AwEPTS AL L
RESPONSIBILITY AND LIABILITY FOR ANY SIDING OR ROOF INS ,' AT ERIAL USED
'-75 THAT IS KDI PROVIDED BY WEB ST E.=L BUILDiN CS.
�, 12. SPECIAL INSPECTIONS SHALL BE DEFORMED AT OWNER'S EXPEi;SE AND
T YP. GIRT CLIP DETAIL r``'s����:�L J IN A^=ORDANCE WITH U.B.C. SEC. 306 FOR THEE FOLLOWING ITEM,
iYP. PU LIN CLIP DETAIL Now'-r 1) STRUCTURAL WELDING
NDS;ILf i �XPIR�S: 1C-3t-93
..��
By
WEB STEM- SALES, INC. L ADO W BUILDING DAit
37M6 RUBEN LANE, BOX 9 TE`
c=)
8II'-II" (SIDEWALL)
15'-7 1 IZ"' 1 6'-4 1 t2- 16--4 1 I2"'
18
14 15FRAME 16 17 FRAME Tim
YIN
�' I I 12 XR1
SLIDER D00 S1X�\ I UI I Si PLACESSiIITHIS LINE REPRESENTS I I I THE OUTSIDE EDGE OF I I I 3 X 6
THE GIRTS. DOOR
X-BRACE - �I•i 24 ;g I•I
I I II I
X-BRACE I
c ` Ilk" I I _ I
'N I i t 33 A
`.\` I 2 (6) S2
I I I 3 PLACES e I• 30
`.,. , 23 INt. T.
I:I 3 I•
LW
�2 I 1
�\ I ROOF X-BRACING
c o i �\\X ABOVE X-BRACE i i 3
N I I I I I S2 i
I I c6)
I N`%, I:I 2 2 PLACES
1
I
'I �N� _ ,' X-BRACE I I 40
� ,� I G 1 0`WAS
o i „ ;�; _
N i i I I (4) PLACES I OTTP.
. BASRsMt I I 1 0
I ,
I II \ �•ice, �• •�T .• .�--- �,�
'1 27573
• • • O A
10 • 0 2 SluNAL �
i 3 X 6 12 X 10 Si
S i ODOR OVERHEAD DOORS EXPIRES: 10-31-93
� FOUNDATION PLAN
�2� j O- COLUMN REFERENCE NUMBER NO SCALE
B
WEB SALM, INC. LADOW BUILDING 0 E
^'396 RLfBEN LkW, 3C1X 9 Eto
S4KDY. ) 9 WR B E L F A I R , A
� 5�-3267
NOTE: SEE GENERAL NOTES (SHEET N 1 )
FOR ROOF AND WALL PANEL INFO. ROOF PURLINS (PER SHEET N 1 )
J Ii
00,
S4
WALL GIRTS
(PER SHEET N 1 )
SIDEWALL EXTERIOR ELEVATION
2
�Fw N� r
� � c
27�573
rSS10"JAL v
ti
XPIREc 10-31-93
Q
Y
WZ-B STD' SA! , INC. LADOW BU I LD I NG E �;!- - '-7 -9�
5'MS RLf3Di L4� BOX 9 �'L r
SANDY, DR 8TD5�77 � r � .� f . -C/� - d� j
BELFA I R , WA
Imr �� ��.
C6 X 8.2 ENDWALL RAFTER C8 X 1 1 .5 RAFTER
5 6 4
� S2 4
S2 [M_ S 1 Sim_
i
Sim. S2
4 S2 PEAK
12 12
S 1 i --1 3 i — 13
I M i
� I I
EAVE
I I I i I I
I I I I I I
T.O. CONCRETE
WALL GIRTS Wfi X 9 COLUMNSz-BRACE (PER
z-BRA„
WALL GIRTS SHEET S4) PER C PER SHEET N 1 ) SHEET S4)
CPER SHEET N1 )
END ALL INTERIOR ELEVATION 2 PARTITION WALL INTERIOR ELEVATION
NO SCALE LT-iq. e 51-t4 IaT. NO SCALE
1A• L1
27573
� � SALZES, IN LADOW BU I LD I NG E �� - ►� -��
37385 RLf33N LAAi; BOX 9 a.e
24`6 1 /2-
5
1 '- 1 1 1 /2" i ;/\,.,.S.3 '
r' - 1 •-7.. 25'-3 1 /2-
r 12 ,
3 /f + / i
D/ SYMMETRICAL
AB!BUT
r N,
SEE SHEET N1
N Lam. �- ` FCP PURLIN BRACE
i L 1.5X 1 .5X. 130
�2 \ 1 STIFFENER
S3 8\\. KEY
`�—� A\ SEE SHEET N 1
s FrR -,IRT BRACE UPPER CHORD..L3X2X.�5
�? -\B , LOWER: CHORD..L3X3X.18;5
\ + NOTES INNER LE3..L4"3X.25
. � ., - OUTER LEG..L3X�}:. 1 E;5
1.USE BUILT UP SECTION AT INNER LEGS AT OPENINGS O Al 1 X 1 EG.1
a/r *0.HERE GIRT BRACE.ARE NOT POSSIBLE AND AT
.r + OUTER LEGS WHERE SIDING WIDTH IS LESS THAN -0"• B..L 1.5X 1.5X.130
C D t USE S-=ME SIZE ANGLE AS LEG MEMBER (SEE 3/S4 ;. C•.L2X2^ 1?�
tV ; 'LUNEQUAL LEG ANGLES TO F-E PLACED WITH LONG
D..L�X2X. 18 5
LEG IN THE PLANE OF THE FRAME. J..L3X3X.15
3 FOR 'NELDING REQUIREMENTS. SEE SHEETS S3 & 54.
5 -4. T�'TrL L'aAD = 30 PSF. WIND LOAD = 90 NPH, 'C' E:'P. ;
3/: 5. FP_=t lE SPACIr�C� - i b -O.. N..L
r. TCTrL FRAME WEIGHT = 946 LBS.
27573
FRAME HALF � sE-r- � \\
1G4.�L
NO5:.�.L c
EXPIRcS: -31-93
BY
WEB S—i �-= SAL-M, I N a LADOW BUILDING E ��� 3- ►, -�3
375D5 RLIBEN LAKE 3C1X 9 ZEN
L=f=Fff.ZF—M 3G
C BLDG. FRAM _4-HAIRPIN W/ S" CLEAR TO
j EEEDGz Or CaONCRi'i c -- HOOK
I AROUND ANCHOR BOLT S
6.-0"
t 0' SECTION
NO SCALE
( Z.) - = 5 CONTINUOUS TOP AND B OT T Or-1
OF FGOTING A%T SID_WALLS
CONMR�II SLAB
4 CON T 1 NUOUS TOP AND 30TTC^
OF F OD T I NS AT =NDWALLSl FA=rma
UNDISTURBED GROUND
SURF ACC 6 X 6 - W I X W 1.4 W--- DE D W IRE
MESH -- LAP SPLICE 6" NiN.
F /;A
d' jYAkIES _= x -lam_ x ! x x 4-
1 7-
�► II—� w
_L
J v _� l w
A
d@ ~ �
THICKENED SLAB
CENT_ .—=D ON BU! DINS.
f R All-
D
M. NOTE.: THICK:N CONCR-cc_ AS R—=QUI RED T 0
of WAS PROVIDE S" MIN. OF CONCR�11 COY=R
ON ALL ANCHOR BOLTS AND REIN;ORCINC
AT SURFACES 1 N CONTACT W I T H SOI L.
27573
S1eNAIL
r, EDGE OF SLAB DETAIL .
EXPIRES: 10-31-93 1
[ NO SCALE
----------------
B U i I_D I N G DETAIL BY 5rlL
IIni= 3/91
T; 1E.
1 );
t>�F'e S��L Eg C 1
OUTSIDE EDGE OF BLDG/SLAB
1 L2X2X.IrS Ir
CORNER7" ® 2X6 GIRTS 2 L4X4XCORNER FASCIA TO MATCH PURLINS qa 24" Q.C.
2'-0" MAX PURLIN-END NAIL
W/(3) 16d
/16 EXTEND END
--- --*--�---�-- - - A.B. WALL RAFTER
C& OYERHANO
BLDG SAYE HT.
7/8" HOLE FOR 3/4"
�A.B. X 6" EMBEDDED ANCHOR 1�
c' BOLT-TYP ALL CORNERS K A
1/4X3X-J j y j 2" �f
J
2 L2 X 2 CORNER �'w r • 6" 4 2 X 8 PURL INS
L ^.--�
� 51 SI
W
EDGE OF BLDG/SLAB �� 1/8 C Cn x 8.2
�r.�� STEEL CHANNEL
5" 2X4 GIRTS tA B. A.B. cn cn ENDWALL RAF;ER
7" 0 2X6 I RT o L2 X 2 X 3/16 X6"LONGeg t-A
c W/(2) 1/2" � BOLTS I
x �
N
LAP NAIL W/(3)- 16d
in i� 2X GIRTS
A.B.
CORNER COLUMN
t
t �DCORNER FRAMING 0 ROOF 14 i
3i,
L3X2X3/16 NOTE:
X 3" LONG-2 PLACES GIRTS AND CLIPS <<�7
NOT SHOWN FO
S „X3x �oT CLARITY—SEE 1
3 TS 3X3 CORNER 1 -,�� FOR GIRT CLIP. EXPIRES:
S1
z
BUILDING DETAIL BY
0AIt
TEE
amrm
1 11/4"
PURLINS 0 24" O.C. I
' 7 1 /2" 2 x 8 PURLINS
typ. 1
—
1 3/8"
rrr err rJ �
2" N ~~
C Co X S Z
STEEL CHANNEL (4) 1/2" M
ENDWALL RAFTER A-307 BOLTS e WIDE FLANGE
END COLUMN
W 60 X 'Z 'C' CHANNEL ENDWALL
A-307 BOLTS
ENDWALL COI,UMN RAFTER
(SEE 54T 1 FOR
BRACING REQ'TS.)
(o x 9 S, 6 ENDWALL PEAK DETAIL 0 COLUMN
4 ENDWALL COLUMN-TO-RAFTER DETAIL S2 1 1 /4"
S2 —1 r— 0 K TO BOLT BOTH SIDES
3/16 IN LIEU OF WELDING
OUTSIDE EDGE OF GIRT / BLDG / SLAB 1 "
cn
L
cm
�" As
I V 6.. I 'fit %D
I04
~
GIRT — �` 27573
(2) 1 /2" 0 k 1 /4" X 4" X4" G�� �"i r.
(2) 3/4"6 1/4 X 6 X °I" A-307 BOLTS `S�'c A:.^�.
ANCHOR BOLTS
W 6 X Z 'C' CHANNEL ENDWALL EXPIRES: 1ti31-S3
3/1 END COLUMN RAFTER
60 X 9 p S2
3 W 6X END COLUMN BASE s ENDWALL PEAK DETAIL S-o
s2 S2
NOTE: 1/S2 2/S2 ARE NOT USED ON THIS PROJECT.
BUILDING DETAIL BY SML
DATE 3/91
TT NO. S2
amme SNT EF
1ZUMTHSIB%E, X
c A\ ;i,,, V 7
jOINTOF 3` V \ .
FRAP'w Cr
w l
CHI
I
V 1 SPUa ANGLE Z1-
M MATCH CH=
I- rtax�� so(1T Lam) S-! 2 X 6 611ZTS 3/4- DIA BOLT j
\EA.E D a SEE N 1 FOR TYPE
(TYP)
�
TYP. CHORD SPLICE
EDGE PURIIN PT. 7
NO SCALE CLIP �
PT. 'C
EXTEND TOP -r CENTER ON
CHORD OVER PT. O'
L
SEES SHEET NI FOR GIRT AND GIRT CLIP INFO.
HANG 4 X X�/E ,
! Zt_�w
TYP. - -Y N y4 q ALIGN THIS
1I
EDGE WITH '/$
! - PTS. B•&V L 1 X 1 ANGLE FOR
BUILDING FRAME EA.END 3/ 1 PURLIN BRACE
2' (SEE SHEET N 1) c
rw>t!�
BO—, 1 0:1, v
(2) 3/4- m 1 r am= i w
SIDING ANCHOR BOLTS z CENTER ON
MATERIAL EMBEDDED 7" PTS.B•bi C A.
" r f
MIN.INTO C: E T E 5 �
IA
PRESSURE TREATED -
SILL PLATE.T7P. 53 TYP.4' P. EXTEND BEYOND 1
! NEXT PANEL PT-
,,,, EA.ENi)/3 LAPMIN.
SPL3/ifo$
l FILLET WELD FRAME PEAK DETAIL
CONCRETE PT. 'A' PT. B' ALONG TWO
CO
a EDGES OF 53
° a ° a FOUNDATION - 9 BOTTOM CHORD 1 2 5'• I=..
• (,.c SHEET C I) 4
° a INNER LEG NOTES
5 1/2" !2 X 6 GIRTS • a ;'Ib , (COLUMN)a o 0 o SEE SHE:S FOR 4 T
EE ,
1_
L4 X 4 X 3/8 MEMBER wELD•6
_ BUILDING FRAME
d a BOTH SIDES OF NOT SHOWN. � O (CENTERED ON
I • 41 CONNECTION) BASE PLAT)
o ° CENTER ON USE 3/4- 0 BOLTS 3.1
a • - POINT 'A' ALIGN EDGE !LOCATIONS SHOWN. t:t
t}3
0 4 ° OUTER LEG WITH PT. B' WELD LENGTHS SHOWN
BOLT (Ca(�) ARE TOTAL LENGTHS 3'1
*JOINT. ADD WELD �_
TO BACK OF MEMBER , 3/B" PLATE X E" X
IF RECUIRED. 1 2 I"DIAMETER
=X6 HOLES,TYP.
M I
ofW S
2 FRAME EAVE DETAIL �� iA BASE PLATE DETAIL
'I FRAME BASE DETAIL 53 NO SCALE �� '' S3 NO SCALE
53 to s� �460.►2(►�)
� 27573
STCUB
BUILDI i�i DETAIL FG, � Ey DPB
3/91
QAtc
EXPIRES: 1�31-93 -_-�.. ! Js iQ.
ArmSr1T 53 CF
1�IF in=a mm x
NOTE:
DURING INITIAL INSTALLATION, TIGHTEN CABLE SUCH THAT
NO SAG OCCURS,THEN TURN NUT AT ONE END AN ADDITIONAL
(2) FULL TURNS.
CUSTOMER SHALL PERFORM PERIODIC INSPECTION OF ALL X-BRACING _
CABLES TO ENSURE TAUTNESS. IF CABLES HAYE LOOSENED, REPEAT PURLIN OR GIRT FRAME CHORD
INSTALLATION PROCEDURE ABOVE. CLIP CORNER AS REQ'D TO ATTAIN MEMBER B 2-t2 NOTES:
PECIFIED WELD �V 1. WELD LEG SIZE TO MATCH
STIFFENER THICKNESS.
3
TOP OF FRAME (OR STIFFENER 2. TOTAL WELD LENGTH AT
�
BLDG. FRAME COLUMN @ SIM. CONDITION) I
� (SEE FRAME THE ENDS IS THE SAME AS
4� 'ROCKER' WASHER -1-- DRWG.) NOTE 3 ON TABLE 2/54.
f I \ I I 3. WELD "B"ONLY REQUIRED
L4X3 X 3/8 X 2 1/2" WITH / ••` WHEN STIFFENER IS A
C V
1 1/2" SLOT FOR EYEBOLT / L4 X 4. TACK WELD AT OTHEr.
v / I A 2-12 ANGLE SIZES.
16 3/ FWC FLO-LOC A V B i I
STRAND GRIPS "B'* 4. EXTEND STIFFENER BEYOND
NT SUCH THAT
FRAME DIAGONAL PANEL
THCOSPECIFIEDI WELD
"A" EYEBOLT � i R FLO-LOC CABLE "C"WITH NUT FRAME JOINT AT 2-MEMBER CONN. 15 PAST THE PANEL POINT.
WELDING RECIT'S 3 CHORD STIFFENER WELDING
NOTE: AT T ACH AT BASE OF COLUMN S4
AND AT ROOF X-BRACING IN SIMILAR MANNER. NO SCALE
1. CENTERLINES OF WEB
MEMBERS SHALL ALIGN
LOCATION ASSEMBLY DESIGNATION AT COMMON PT.AS SHOWN.
_'. WELD LEG SIZE TO MATCH ;
..A.. "B" ..C.. C. V
WEB MEMBER THICKNESS.
FWC 250 BA 3. TOTAL WELD LENGTH AT \ �'
EA. END NEED NOT EXCEED:
1 A1`trna.-� t�1A 1/2.. ! 19 1/2" LONG 1;4 (� +�L 1 x 1-------- 1 �� _ _�, -- / —AM.
_ I I FWC 375 BA i
�L 2X2---------0 1 t2" r � � F WA y� �
26" LONG 3/8' *L3X3--------- 10" %
4. WELD "A" SHALL BE THE ?•,
FULL LENGTH OF OVERLAP, �� i ` \ t
BUT NOT LESS THAN 1 1/2" V `—CHORD 275'3
( 1 " L IXI ). A �� p�R�cr �
WELD ON BACK IF MIN. B V
X-BRACING CONNECTION DETAIL NOT POSSIBLE ON FRONT.
FRAME J01 NT AT 3-MEMBER CONN. r
EXPIRES:
S4
2 FRAME WELD CONNECTION
S4
BUILDING DETAIL gy D 9B
ca (U TEE 3/
TEE IE %.
HID.Iw.. SHT S4
re
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l �
N
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r�