HomeMy WebLinkAboutBLD97-00147 Cancelled 2 Story Garage and Carport - BLD Permit / Conditions - 1/13/2000 r ,
MASON COUNTY
Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
E3 U i l_ D i N Cv F 1-_ Fi M 1 'I-' FOR INSPECTIONS CALL 427-9670
BETWEEN 5Pia AND 8Nm 427-7262
BLD97--0147 PARCEL_ : 12_316'^'302010 PLAT : D I V ! 81 1
,JOB ADDRESS : NE 22f32 Ot D BF1 FA I R HWY Brt TA I PERNit"r,
OWNER : LES HOVT= 27 5--0109 NULL & O1D' BY EXPIRATION
CONTRACTOR ,-
LEGAL : 5112 S112 S1 11 DATE ,�3� BIluv Y
I,xamtaa�.....�. ro<.-. :r c: ..:...:::. ... ..._: `. ,..-_::-s-_...._ ..;_...,.,.... :-.-•->a:^,m.r,.4-z`< _
CI-.ASS OF WORK . - :NEW BEUR r 0 RATH : 0 IYPE ANOUN1 0Y BA If Afi,EIPT !TYPE AMOJNT DY 0A,I Rk(FIPT1
TYPE OF u S E r: . . :ACC STORIES . . . . . . . t{rl
OccuP . GROA . . . st)1 RLDG . HEIGHT..— 0 -01 t PA1t I 297.50 CPR 04138197 44234
TYPE OF 9 NST . , :5N FIREPLACES . . . , , 0 PICK 1 119.06 CPR 041#8197 44239
OCCUP , LOAD . . . . : 0 WOODSTOVES . . . . : 0 ISTFE 4 4.51 CPR 04111197 44239
DWELL—UNITS . . . . 0 PARKING SPACES : 0 �EHCP ! ?6.01 CPR 04108197 44239 I
INSPECTION AREA : 1 St-1()R FEEL INE7 . . : Y � 110TAt.c 447,80 VAIVIAT19N: 35550
SETBACKS--- -_____.___ _.__. TOILETS . . . . . . . . . . : 0 FUEL TYPES- ---- -- - I3OILERS/COMP---- MOFSII.E~ HOME`
FRONT . . .S 0 ..0f't BATH BASINS . . . . . . : 0 + 0 3 HP . t 0
REAR . . . .N 66 ,Oft BATH TUBS . . . . . . . . : 0 3- 15 HP . : 0 W40DEL.
SIDE ( 1 ) ,W Ir.Ib oft SHOWERS . . . . , . . . . . : 0 BURN <- 100K RT O % A 15-30 HP . : ' -MAKE:._ __._.
' SIDE (2 ) ,E 1 25 :Of t WATER HEATERS . . 0 FURN >-100K ST U c 0 30--50 LIP , t V
SHRL I Nf ,E 'I2tk .Oft CLOTHES WASHirRS . . : 0 f-URN FL OOR . . . : 0 50+ HI" . : 0 --YF AF'- .
AREA KITCMFN SINKS . . . . : 0 HEAT PUMP . . . . . . : 0
LOT :1 I ZIE , . : FLOOR DRAINS . — , . : 0 VENT SYSTFMS . . . : 0 EVAP COOLE'PS : 0 LF NGTH : 0
BUILDING . , . : 013t DRINKING FOUNT . . . : 0 VENT FANS . . . . . . s 0 HOODS . . . . . . , : 0 WIDTH . : 0
BASEMENT . . , 0s f t AUNPHY TRAYS . . . . .. 0 DOMES . i NC i N t O - SFR I AI #- - -
DE6S . . . . . . . Osf DISHWASHERS . . . . . . : 0 AIR HANDLING UNITS--_. COMML. . I NC I N -0
4XR/CARP :Y 2400sT GARB f.►ISPOSALS . . . : 0 <- 10000 rfm . t 0 RELOC/RFPAIP . ff► 10
AT/DT . :O I.IRINALIr. . . . . . . 1 . . .. : 0 > 10000 nfm . : 0 OTHER UNITS . : A
MIFC PC FIXTURES : 0 GAS OUTLETS . : 0
-110JEC,I OFSCRIPT1010 STO9Y 8A141F RITN ATTACNED iAAPOIT
PROJECT IOCAIIOC11 ACRE FARM RIMMING CARPORT LAIR GAAtGf
THIS PfP111 BFCOVfS NULL AND VOID if 100 ?R CONSTIUrlION ,AUTHORIZED IS Vol (`O1NfMCfO 11TRIM 110 DAYS, OR If CONSTRi1CII09 OR NORK IS SUSPINDF1 [CO A 1`1`1109
Of 116 DAYS AT ANY TINE AFTER 10RK tS COMMENCER, EVIDENCE 9F 4,00110VAT100 Of 101K IS A PIOGRESS INSPECTION 11TRIN THE 160 DAY PERIOD, FINAL INSPECTION NUST 8
APPROVED RIfOAf 80110196 CAN Bf CUPIED,�
all
OWNER O1F.A6foh
E1.0-PRNT, rep t 03131191 COMPLIANCE TO ATTACHED CONDITIONS IS REOU I RED
i .
CONCRETE MECHANICAL MOBILE HOME
Footings-Setback date by Ribbons
date by Gas Piping date b
Foundation Walls date by Set Up
date _ — by l✓ INSULATION date by
BG/SLAB Insulation Floors Final
date FRAMING by date by date by
Walls FIRE DEPT.
date by date b date by
PLUMBING y
OTHER
Groundwork Attic
date by date by
D.W.V. WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
(date by date by date by
`l I c f OGi.GYS inn �!rr�CN GJ cGc
7
+; S ? - o2z- 4-2
'ril I� I f- n
r
Building Permit #mil MASON COUNTY
4 • BUILDING 111 426 W. CEDAR
SHELTON, WASHINGTON 98584
(360) 427-9670
CORRECTION NOTICE
Job Location 2201 C C ,o
This structure has been inspected by Mason County Building Department
and the following VIOLATION of County Laws and Ordinances has been
found:
Items listed below must be corrected to gain code compliance
)� j/G ffTC�/ Fy�•,�o�n'O•� ,30G7—S /I'�i5`/7 lvr4 e- L Do?%
%O �1/vim&-, Tl�'/�'I TU/•�%S
��A/�O!//,0� /i`•�c�
cSIOfS f//f•r/� f��ic c�f/�GC i9�3�-�— TU �/��sOcG 2� �-� D�iT Gi.•-A,� Z41v
You are hereby notified that the above corrections shall be made BEFORE
PROCEEDING WITH ANY FURTHER WORK
❑ Call for re-inspection when corrections are made before continuing
Make corrections, items will be checked on next inspection
❑ OK to
Department 136--ID
Date // s -Zz Inspector �� fog .v
moos NnT � T, ,
MASON COUNTY
Mason County Bldg, III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
nF Ft t _r C; nN " 1 i i C�) N �
' Case No . . BLD97-01 47
For , LES HOYT
Page : 1
1 ) The undersigned propet t v owner Is aware of the uncertainty regard i ng Mason County 's
development requiations created by the: Growth Mianagment Hearings Board 's Order of
October 1 , 1996, and in oonsideratlon of Mason County ' s wiI1Inytnes to prooeed with
process i nq of applications which might be affented by the Order , the undersigned
property owner hereby alre3e s to waive: any I aw:iu I t , art i on , or claim for damages against
Mason County which mu ar i rye out of Mason County ' s actions In aoceptance processing
and/or Issuance of SUE) perm I is or approvals ( hereinafter "permitting aci I ons, " ) , which
damages Are attributable to the Country ' s derision to take permitting actions despite
the r is ; 'th:r �r, a, n�_gles to the County 's development regulations might later make the
ro n p m�Td.�niT actions Invalid .
X
' ) The use , hand I i nq and storage of hazardotis mator i a I ", or- f I ammab I e and combust i bl o
I i qu i ds; ",^ e7e,---
s of 10 gat 1 ons Is not allowed without the approval of the Mason County
Fire M a 1 �
X
3 ) Provosed structure or ariy port ion thereof gr eator than 30" in height from graile l i nee.
gust m�. i`.'t;� I a n Imum of 5 ' setback from all property 1 i nes , easements and 10 ' from
a I 1 I C. 0 y nd w7f4ntf Road r I ght of ways; .
f. .... 4. _ ../.!__._._.�...........__.m............__
' 4 ) The pt, Sed rolect. must he oonslstent with all appi icable of iieR anti other
�r ov i I its o X4w. ,Shore I I tie Management Act; , its rules , and t:� c�
e Mason County Shore I I ne
5 ) Tempnr�.y 's.-1-on control measures; must be Implemented to prevent water quality
degr 4r- . ,�si[acent waters or wetlands .
6 > r4T►pretivei. pet dimensions land setbacks on submitted Rite plan , X__._�6�ta. _...._ _...__.__
1
CONCRETE Y MECHANICAL MOBILE HOME
Footings-Setback date by Ribbons
date 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.V. WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by date by date by
MASON COUNTY
Mason County Bldg, III 426 W. Cedar
RO, Box 186 Shelton, Washington 98584
7 ) Proposed structure or portions,f r ,fi .h an projection ever 30" ire height from grader
I i ne, must maintain a 5 ' e �d d ! he+twee�n ad latent structure r. and that
f u r t h e s t projection . x__
8 ) All ap11roved p I ans area required be on-site for inspection purposes . It inspection
Is called for and plans are not on �31te, Approval WILL NOT be granted . In addition, a
Fie - I nspeet i on fee in the amount of 432 .OPi per hour (minimum 1 hour ) will be charged and
must be ocy419
by _t41 s department. prior to any further, Inspections being performed or
approva I 9) PURSUANT T BUILDING rOOE , SECTION 305(C ) AND SFrT I ON 513 , All- SITES MU'il
HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE
AND LEGIBLE FROM THE STREET OP ROAD FRONTING THE PROPERTY . MASON COUNTY BLI I I.D I NG
DEPARTMENT REQUIRES THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITF INSPECTIONS , A
RE 1 NSPECT I ON FEE , BASED ON RATES IN TABLE 3A OV THE 1994 UNIFORM BUILDING CODE: W 1 L.1- BE
ASSESSED IF OWKR/CONTF1AC FOR FA I L8 TO POST ADDRESS ON SITE PRIOR TO REQUESTING
NSPEC NS .
X
7on10) The norret list , along with the Cner4y Compliance Workshoet (when appl ! cable) is
part of the plans and must remain attached thereto . It Is the responsibility of the
gpl icant to make oorrec�tions Indicated on the plane from then correction 1 ist_, . Oncee plans are marked APPROVED they may not bechanged or aitered without authorization
'from they Bui Idincl Off ! clal . the permit holder, is reponsible to retain the complete
approved sot of plans on site for the duration of the project . Failure to comp1v will
re�su I t i n fa i l tire of requ I reed bu I I d 1 nq i nspeet i ons . Every germ . t shall expire by
limitation and become nu I I and void i f the bi d I nr o orV author I zed try such is e,rm I t s
I -.; not commenced within 180 days from the �i q uance , or If the bu; iidin�r or wr,rk
authorized by such permits is suspended o �� isa he rsy� time after the work Is
commenoeAd for a period of 180 days . X
1 1 ) THIS STRUCTURE IS CONSIDERED UNHEATED SPACE (NOT TO EXCEED 1 WATT/SQUARE FOOT On A,
BTt)/HR/SOUARF F00 i ) AT SUC IJ TIME THIS CONDITION CHANGES, A CHANGE OF USE PF.R -A
MECHANICAL PERMIT SHALL. 13F APPLIED FOR AND APPROVED PRIOR To THE CHANGE . X- r
12 ) No Occupancyy . This structure Is limited to U-- 1 use only . Any other use wi I I bed in
v i o 1 at i on oT the Un i f r.rm Building Code and Mason County Regulations
CONCRETE MECHANICAL MOBILE HOME
Footings-Setback date by Ribbons
date by Gas Piping date b
Foundation Walls date by Set Up
date by INSULATION date by
BG/SLAB Insulation Floors Final
date FRAMING by date by date by
Walls FIRE DEPT.
date by date by date by
PLUMBING OTHER
Groundwork Attic
date b date by
D.W.V. WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by date by date by
MASON COUNTY
'- Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584 -=
13 ) Any chancpev" I,44 Ar6nstruotion shall be reviowed byee,
yiveer of record and submittedin
wI, i t i ncy° th ason County tau i 1 d i ng [lepartmen�t 1 or to construction .
X
14 ) AL.L_, C R JST MEET OR EXCEED ALI L Al CODES AND UBC; REQUIRFMENTS _
15) Chancres t approved biri iding plans that effect ciompi ianco �-�h� 91 Washington State
t Energy Code , 1991 Ventilation and indoor Air Quality �
Code , the t)n i f nrm B}.r i i ci i nU Credo and!or Mason Count "Qiri�'�oyx ' rrsx
be approved icy Mlassin County prior to construct i ou r -
16) CONSTRUCTION PAOCFS^ TO BE FIELD CORRECTFD �A n J E : ON COUNTY BUILDING
DEPARTMENT AND UNIFORM BU 1 LD I NG CODE i
I�; •Q
4
r
CONCRETE MECHANICAL MOBILE HOME
Footings-Setback date by Ribbons
rate by Gas Piping date b
Foundation Walls date by Set Up
date by INSULATION date by
BG/SLAB Insulation Floors Final
date FRAMING by date by date by
Walls FIRE DEPT.
date by date by date by
PLUMBING OTHER
Groundwork Attic
date by
date
D w V by WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by date by date by
I
Permit No.
MASON COUNTY
BUILDING PERMIT APPLICATION qn/
426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628 '� �a
PLEASE PRINT
#1 r /e.5 /Y��� Phone# :3 &0
to Address 11_� 8? 01 cA 1 ti; /�� ,� Fire District
City 1 �.` - St W.) Zip 7
Directions to Job Site i o �C- Far,.,. Q r`+
Grssc!!.� ..
Owner Mailing Address aka Q �, ,e ` 1 ••
City i r St�_Zip
Lien/Title Holder
Address
City St Zip
1
#2 Contractor Name 0,,3 rn #-A 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
Connect to Sewer System? Name of System
(If residential, proof of potable water is required)
#4 I No. I��
egal Description � f>& F Also
#5 Building Square Footage: (existing/proposed)
1st FI / 2nd FI / t,Xop 3rd FI / Loft /
Basement / Deck / #bedroo / #bathrooms /
Garage / l:1 p c Carport / 31e0 (Circ :Attache r Detached?)
Other sq. ft. (0)56rj/
a#6 Use of building [otgrt- Describe work
O
#7 Type of Job: New X�_Add Alt Repair Other
#8 MOBILE/MANUFACTURED HOME INFORMATION
'k a
Model Year Make Model B
HF,Q �3
Length Width Serial No. J��` 199� a
# Bedrooms # Bathrooms Type of Heat �_C1
I nPurchase Price$ 194N/i
V AV-M 1/0�f1
#9 cafe by circling the applicable source if any water is on or adjacent to subject property: �--
Rive Pond Creek Stream Wetland Lake Marsh Saltwater Seasonal Runoff Other
Show following on the site plan
Lot Dimensions Flood Zones
Existing Structures Fences Id
Structure Setbacks Driveways
Water Lines Shorelines
Drainage Plan Topography
Septic Systems Wells
Proposed Improv V Easements
Name of Flan et Indicate Directional by (N, S, E, W)
Name of FrpnUn treet ( c1�kL in relation to plot plan
APPLI O DRAW SITE PLAN BELOW
17
• t
,S5 Z ,
r'J
r Q � SAP} �1ornt
f ,
APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW
P
�c,
Plumbing Fixtures ($3.25 each) Fee Mechanical Fixtures ($6.50 each)
No. Toilets CIRCLE FUEL TYPE: Gas, Electric,
_Bath sins Heatpump, Other
Bath Tubs o. Units Fees
Showers Fu rn BTU
Hot Water Htr _ Heatpumps
_Laundry Washer _ Vent Systems
_Sinks _ Spot Vent Fans
Floor Drains No. Boilers/Compressors
_Laundry Basins _ HP
Dishwasher No. Air Handling Units
_Disposal _ cfm#
_Urinals N Fire Protection Systems
Other uto. Fire Alarm Sys 50.00
Fix d Fire Supp. Sys 50.00
Permit Basic Fee 16.25 _ Auto Fi Sprink Sys 35.00
TOTAL PLUMBING $ No. Other
Gas Outlets
I
Wood, Gas, Pellet S ve
NOTICE: THIS PERMIT BECOMES NULL AND VOID IF
WORK OR CONSTRUCTION AUTHORIZED IS NOT COM-
MENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR Permit Basic Fee 25
WORK IS SUSPENDED OR ABANDONED FOR A PERIOD
OF 180 DAYS AT ANY TIME AFTER WORK IS COM-
MENCED. PROOF OF CONTINUATION OF WORK IS BY
MEANS OF A PROGRESS INSPECTION.
OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT
I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY REGISTERED
MENTS OF THE CONTRACTORS REGISTRATION LAW CONTRACTOR IN THE STATE OF WASHINGTON AND I
RCW 18.27, AND AM AWARE OF THE MASON COUNTY AM AWARE OFTHE ORDINANCE REQUIREMENTS REGU-
ORDINANCE REQUIREMENTS FOR WHICH THIS PER- LATING THE WORK FOR WHICH THE PERMIT IS ISSUED
MIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN AND ALL WORK DONE WILL BE IN CONFORMANCE
CONFORMANCE THEREWITH. NO CHANGES SHALL BE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT
MADE WITHOUT FIRST OBTAINING APPROVAL FROM FIRST OBTAINING APPROVAL FROM THE BUILDING
THE BUILDIN�DM DEPARTMENT.
X OWNER X BY
DATE o��3/ DATE
FOR OFFICIAL USE ONLY: Accepted by: Date:
DEPARTMENTAL REVIEW
FOR OFFICE USE ONLY
Approved Cond. Hold
Approval
Planning:
Environmental Health: .,:No c cx � �St� C��J/�� IS 6, c;
Building Plan Review c •Aesq C cy Cyr
7uK S11.41/ .,-el .Fc fiV 1i�v
Occupancy Group: ZI-1 Type of Const:
Fire Marshal:
Other:
Special Conditions: _FEES
I'1IM6f. Building Permit /
Plan Check
-3&0 Arg g 7 a 3. 15D PC Plumbing Fee
W Mechanical Fee
Wood/Gas/Pellet Stove
Radon Monitor
Violation Fee
Site Inspection
Building State Fee
Other = GU
Other
Building Valuation: 3�. p TOTAL FEE co
Feb' 13-97 12 : 16F> Kitsap Consulting Enqr 360 479 4424 P . 01
q
® MTT28B
LTT1 MTT1 ITT rFs�oN
U.S.Patent 4,744,192
Ideal for retrofit or new construction protects,tensor
r provide high strength,post-pour,concrete-to-wood tonne,. ;
~ �{ HTT22 is a single-piece formed tension tie—no rivets
and a 4-ply formed seat which won't unfold during loading
LTT208 No washers are required
(L7T20 7The LTT19 Light Tension Tie is designed for 2x joists or
+ slmilar) -f c oo puriins,the LTT20 is for nail-on applications, and the LTT20B
°
/ ° ° I is for nail-or bolt-on applications.The 3"nail spacing makes
to J I °°° the LTT20 and LTT20B suitable for wood I-joists if 10dx1'
r �.,? /�. co I nails are substituted for the specified 16d's.
_ ? o Use the M7-7288 Medium Tension Tie for a heavier
V `�,° connection.
a h� °C MATERIAL:See table
f ��`° i FINISH:Galvanized.MTT28B may be ordered HDG,chec�
j t c ° factory for availability.
v` w INSTALLATION:■Use all specified fasteners
ti See General Notes.
1 a Use the specified number and type of nails to atta
^AL rRANSFik the strap portion to the bottom or side of purlin or
NOTE- WREV:
�E�I,iRE
ti^' D beam(minimum 4x width except LTT19).Bolt
the base to the wall or foundation with a suitable
;,AL,*-ANSFER anchor;see table for the required bolt diameter
rL A-F-wASHE: e The HTT22 can have a maximum offset of 2"fron.
j the stud face to the centerline of the anchor bolt.
t !
■ Do not install tension ties raised off the mudsill.
HTT22 i 1 e See Epoxy-Tie Adhesive System,page 14 for
Typical tested.load-rated epoxies.
U S.Patent 5.467,570 - HTT22 CODES: BOCA, ICBO, SBCCI No.NER-393,City of _
Installation RR 24818(LTT series and MTT28B).
as a Holdown
i
Msteriai Allowable Tension Oefiec
Dimensions Fasteners
Model (Gs} Avg Loads a,H;,
No Anchor Bo-
,moo, Oty Dia Nails Bolts Nails Bolts Loot,
L719 16 s 114 19'y 13 a 8-16d SINKERS — 4250 1205 1350
L720 12 3 2 20 1.1.8 10-16d l— — 9333 1750 — 1750 —
+
LB 0 12 3 2 20 1' , 10-16d 2 8733 1750 1220 1750 tr
- - - - r
f
- r NTT22 11 -- 2 22 1'b ?.e 32 1 lid SINKERS — -- 13150 5250 — 5260
v MTT266 12 ? 2' s 27'1. E 1' 4 24-18d 4 a 4455 2150 4455 2725 O t
1 Alowabe loads for H7 are based on the lower of the 1991 NOS 4 Al,owable bads have Dean increased 33%and
'as:ener values Or:he.,Ibmete road on a steel test)g divided by 2 5 60%for wnd o•ea.lNuaKe oading with^c
_
2 16d sinxers(9 ga><3 a';C•tOd CommO^S may be SJb51ifU1ed for the urther increase aloweC '
Typical LTT19 specified 16d commons at 0.85 of the table loads 5 Bolt values are baseC on a rrinimum ijmoer n
Installation 3 The designer must specify anchor tot type.Ic^gth and embedment thickness of t'
(LTT20 similar) ='
i
w
. ;
Post-It brand fax transmittal memo 7671 of Pages ►
J
TO �Ao iT From rATIT 41Tni
-1 Co. Co C
T Dept. Phone 0 � 4-1
t L) T4
��..
r. ; Fax N V�S C��( Z Fox rG Q�� 44 Z�
t
FINISH: Simpson gray
-'
Typical RP6 Installation ! '��b a finish. see Cc
specify 1171"
14STALLATION
RP6
fi
Feb- 13-97 12 : 17P Kitsap Consulting Engr- 360 479 4424 P . 02
TYPICAL
REBAR PLACEMENT r�
,
t� PLACE
F DIAGONAL
II IN CORNER
w N iW r� APPLICATION
J .J
10
LOCATE 12"MIN.FOR
s► , ar
APPROX.45' z �i FOR FULL
"'= FROM WALL ' TABLE LOAD
r
g„ S" - - -
MIN MIN. ------ ---=�
I • ' LLL ;;;
i Continuous
End Wall Installation Stem Wall Installation Corner Installation
4
f
MINIMUM EDGE
-EMBEDMENT DISTANCE
/ LINE
4h ..
SLAB
Tylcal It •'' �, �;; le SSTB le 6'MINIMUM
Installation 8°FOR
16'DIA.SST8
' f FOOTIING
o�
° ky atC6
Q For best results Install the SSTB ' TIIE"S1 Q Q
2 using the MKP Anchor Bolt Holder
a
Double Pour Installation
(SSTB20.24 and 34)
J
- - Mtn ANowabN Tension lead(133)
Model Die L h Embed Avg -- �l - --- - —
No. I. UIl Conctbte --- - Concrete Block -
i- Earthquake Wlnd Earthquake Wind
1�
l} 16 SST816 r % 17(19 for SSTBI6L)_i 12 - 13640 4420 3890 4630 4085
SST820_~% 21(24 for SST820L) 16 4745 _4800 4p50 4630 4085
SST824 °je «25(271/:for SSTS24L) 20 14745 4600 4050 463G 4085
MBS8 -- - --- -
_ E LINE
STB2 7/ 29(32 for SSTB28L) 24 32700 -10100 8890 a -
SST834 7/e 34 28 32700 10100 8890
SSTB36 7/e 36 28 32700 10100 48890 —
Loads may not be increased for short-term loading Loads apply
le SELECTION TABLE to wind and earthquake loading per 1991 UBC Sec 2624 and 2625
2 Minimum anchor center•tocenkr spacing is 21,j for anchors
Model 2x,3x,2.2x Sul Plates acting in tension at the same time for full bad.
No. j�no p�� T � 3 SSTB.0 7,9"dia and SSTS installed in a come,condition.
-+- have not been tested yet.
H02A SST816 SST820ST620 _ 4 The maximum allowable load is BtSO Ibs for a SST628 used
_HD5A SST820 SST824 5"from the end of a concrete foundation Use the full table loac
'-----2-- when installed 24"from the end or when installed n the or E
HD6A SST828 SST634 condition(see Aistrationl
2 / HD8A SSTB28 SSTS34 5 The SST8 was tecred i s*,r wall will a minimum amc, 1
H010A SSTB28 SST834^ 04 concrete 0"r 17 f t- J
Feb- 13-97 12 : 17P Kitsap COnsulAting Engr 360 479 4424 P.03
;. w
PAIPAHD1MF AH_DIHPAHD HOLDOUWS ®®i
Model
ti•„ Allowable U ift Loads - •- =�~ ��!
No. ` w 3ottR Avg (1�1 (160 1 HPAH022 may oe embedder
` +ns - Ulf -- 4"rdo the slab and 6"nto
)ty Du Nails Bolts -Nails Bolls the 8"stemwall beneath for a S t N G LE
EDGE INSTALLATION-2500 PSI CONCRETE maxwnum bad of 2810 bs a• POUR
�- SINGLE POUR tee installation 1, 9"r n from corner 8"mmimurr from toe cosec-
6 12 16r_ (5 1855 22Q5 2205 corner and 1400 tbs.at
--- -:. tfom the roses!comer
8 i6.16d 3 1 9613 2945 1855'2945�2225 2 TYPICAL INSTALLATION > ,
- I- - Z -- -�- _� - P r5 MBE"
12 16d' -^ 10000 2270. 2725 The inn mum co date
° 16 6,cl 4 10000 3000 3000 3000 3000 corn reasar stye^ !h s
12 16d'I - 11000 2270 - 2725 _ 2500 ps for 2000 ps.
8 . ;; __ calculate bads at C 75 cl F.
20 16d 4 -�- 11000 3665 3035 3b65 3640 .�a e;lowab a odds
6 + t6-16d 4 iz 10667 3150�3150 3335 3335 CORNERINSTAL_ATION e
8 21.16d 4 2 14200 4370�3245 S1fiQ 3895 The mmimurr concrete
DOUBLE POUR (see installation 4 6"min from roman
co nwesmon slrengtn 1s
' ' - 9613
-- --- 2000 Osi No load redcction
PAH[42 -6 12-16d 2 6620.2205 1755 2205 2105 isalowed r
8_ 12-16d 2 9613 2255 1755 2705 2105 3 Allowable oaas have been
1 1,2 -" increased 33°,and 60°o for Installation 1
6 '6-1 fid 3 , 10000 3000�2480 3000 2975 wind or earthquake loading
1PAH0 8 2 1.16a t 3 '- 11000 3665 2460 3665 2975 with no'urther i c ease T pi HPAHD
z . .__�_ __-- �
ur
�t FNU2� 6 t6 i6d 3 1 10667 3150 2600 3335 3120 allowed Edn e�staliation "•I
A ?9 16d 3 14200 3950 2600 4740 3120 a 16c sinkers{9 ga x 3'."} g l
-- or 10d commons may be 1 0.
`~PAH022 2c' 6 . 17 t 6d I - 10667 1 3335 -_i Y �. CN.
—T`- '— sbbshtulec for specifeC REBaw
& 23 t 6d - - 14200 4415 -- +51 An - 16o Commons et G.85 of SHEAF
CORNER INSTALLATION-2000 PSI CONCRETE able loads.
y 12"MIN M
SINGLE POUR (Ise installation 2&3) 'i2"min from corner 5 Minimum nail a^d distance ° REBAu
I to prevent splitil s IOx Installation 2 lEN l
IPANCc 6 ----��� 2 2 3763 122511225 1225 1225 t^a naildiamete or'5:o yy B 8.16d° 2 'z 4345 1400_1400 1400 1400 for t6d nails HPAtHD °
6 -. -5-16d _ 3500 855- ^855 6 Calculate the'oads us ng Single
6.16d 2 1 ~ 3500 855 855 855 855 I srra, t line interpolation for g 1
fdPA;"IC --�-f- f -- --- -. Ar '� Pour
i 10 16d° - 5707 1840 - 184 comer distances Detween
- -4
I 8 - Corner -,._...
10 1 fir} 13 ' 18 -� antl 8„ Installation r" CORNER
a F * -- 7 Minimum lumber thickness r DISTANCE
5707 t840 1840 1840 1840
7 16d 561Q 1315 1315 _ FROM EDGr
6 9-16d 3 i 5610 1315 11315 1315 1315 'or bol allowable loads�s F STRAP 1.
�t+F AHD2t --.-- - -- -t-�3 -._�__-- 2 a"fo•groper embeoment \ ' ,
8 _10.16d° - - +7452 2080 — 2210 of boll r^to the wood AEBARILENG� o NER
11-16d 3 i 7452 2210~2210 2210 2210 i 'nember educe allowable
DOUBLE POUR (see installation 5 1�2"min from comer load acco'dmg the code
o,-esser lumber t^cknesses
PAHD42 f- -8 7---- 2�i2 3763 1225 1225�Z ;
225 1225 8 Optana raslene hones are l_ f
_-
8 8 16d 2 ;2�3500
T4000 1400 o`ov ilea on selectetl products
- Because'he product rs
�VPAHD 6 6 tEid 2 _ 85555 855- r�eC by the co^c ate
8 _ 10•16d 3 '/z 5707 1840 1840 1,34011
toundation.you may io•
iE HPAH022 g 9-16d 3 '12 5610 1315�1315 1315 13t 5� eed to install opto^al :
16d 3 '12 7452 2210 2210 2210 22101 lastene's
9 R m oist applx;atro^ see I
+3 12 ad -_ 7452 2210�_- y 2210 Insla,lahon 3 for core'
HPAHD222P! J;
_8 -� - 7452�221 Q, _- 2210__-_ cgndit,or,
Installation 3
Typical HPAHD
DOUBLE Sin Pour Rim
I m Joist
POUR Installation
i . (�
Installation 4 4'
Typical PP
HPAH022.2P `
Double Pour
Edge Installation
Unless otherwise
noted,all others
must be installed with ,
the bend embedment •� Installation 5
line at the cold joint ill
between the slab andr�PRER DI _' yr:=' �� Typical HPAHD
�'ntl
foundation ydit �� 0h1E�M1DE Double Pou
ST OF t;► Corner
CORKER : Installation
23