HomeMy WebLinkAbout09204 �oFpoRTTp�y CONSTRUCTION PROGRESS RECORD
CITY OF PORT TOWNSEND
0
9�p�WAS Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
POST THIS CARD IN A SAFE,CONSPICUOUS LOCATION.PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF
BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY.STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE.
PARCEL NO. 957311305 PERMIT NO. BLD09-204 ISSUED DATE 10/16/2009 EXPIRATION DATE 04/14/2010
ADDRESS 536 CASS ST CONSTRUCTION TYPE OCCUPANT LOAD
OWNER FREIDBERG STANTON L PROJECT DESCRIPTION Replace foundation wall on west side of residence
CONTRACTOR GOLDENBERG CONSTRUCTION LENDER
INSPECTION IV.—
NSP DATE COMMENT INSPECTION INSP DATE COMMENT
FOOTING FOUNDATION WALL
FINAL BUILDING ( 'k 'Log
TO REQUEST AN INSPECTION CALL(360) 385-2294.
INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION.
Y
D�evt- mment Services
QOHT TO
of 'may U� 250.Madison Street Suite 3;
r Port Townsend WA 98368
OCT Z L�(lu" ' ' Phd`ne: 360=3.79.-5095
'360 3444619
wnsr CITY QF PORT TuN1NSEND www.ckyofpt.us
Residential Building_P_ermi.t�Application
Project Addrep. Legal Descripption yor Tax#): Office Use Only. ( \
Addition-
Zoning: - 2. Block: 13 Associated Permits:
Parcel # (� S Lot(s):_ t YJ
1
Project Description: JVew n w , / O, �- � �, ^ �'
J �}� 7V J
Applications by mail must include a check for initial plan review fee of$150 for projects valued over$15,000.
See Page 2 for details on plan submittal requirements.
Lender Information:
:Property Owner/Applicant: Lender information must be provided for projects
Name: Sfia,h -- J 62 deC-n -Vei PYC over$5,000 in valuation per RCW 19.27.095. C
Address:- Coss st,
Name:
City/St/Zip:
Phone: y-
��0- �-�g , sag Project Valuation: $ o
C?
Email: _5t a, i'1 0c Ca +1t �'� Building Information (square feet):
1u floor Garage:
Contact/ eprese tative: T0y�( 2"d floor Deck(s):
Name: Qt t, � �.C.G T floor Porch (es):
7— Basement: is it finished? Yes No
Address: -1 �D� �i, Carport: Other:
City/St/Zip: f -TUI4t• qo.�4 g- Manufactured Home ❑ ADU ❑
Phone: 3GO 301 - ?��i c1 L New Addition ElRemodeVRepair
Email: Ccj► Heat Type: Electric Heat Pump��,� -
��, _' O,thei=10dC
1:1 i I IS ko ILL� l lK I{ III
Contractor: tt,,"" ❑ Same as Owne�I n� I Lo�Coverage(Building Footprint):`
Name- (`�[&A ''404 �� I I f i T _ `Squ�a)fl et: %
Address: GO I Implerviors Surface:'
City/St/Zip: L 60 :V �P r(iVVN: EiSquare fejet: `Total existing &proposed
Phone: �j(QU 301 -' 7f-9 �f DU �
year was the structure built?
Email:�l� �c t �4 / h�If work includes demolition,see Page 2.
State License Vr-L G 33 Exp: -- 3//
'' Any known wetlands on the property? Y�
City Business License #: �7 K y� Any steep slopes (>15%)? Y N
I hereby certify that the information provided is correct, that I am either the owner or authorized to act on behalf of the owner
and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code-
Print Name: VI'
i Signature: Date: V
Page 1 of 2 -5/14/2009
CU t I( 6a C '1�l -t 1 /- 1 L C.a-�
ZS �
RESIDENTIAL BUILDING PERMIT APPLICATION
CHECKLIST
This,ehecklist is for new dwellings, additions, remodels, and garages_
M'Residential permit application.
�\Vj Washington State Energy&Ventilation Code forms
❑Two(2) sets of plans with North arrow and scaled, no smaller than t/4" = 1 foot:
❑A site plan showing:
Legal description and parcel number(or tax number),
Property lines and dimensions
3. Setbacks from all sides of the proposed structure to the property lines in accordance with a
pinned boundary line survey
On-site parking.and driveway with dimensions
if creating new,impervious surfaces, indicate measures utilized to retain sformwater on-site
(6�. Street names and any easements or vacations
Location and diameter of existing trees
Utility lines
W/ If applicable,existing or proposed septic system location
Delineated critical areas boundaries and buffers
❑ oundation plan:
1. Footings and foundation walls
2. Post and beam sizes and spans t4 ( yam
3. Floorjoist size and layout
4. Holdowns
5. Foundation venting J
❑ Fl. plan: �^
Room use and dimensions
Braced wall panel locations
Smoke detector locations
Attic access
Plumbing and mechanical fixtures
Occupancy separation between dwelling and garage (if applicable)
Window, skylight, and door locations, including escape windows and safety glazing
❑ all ction:
1. Footing size, reinforcement, depth below grade
2. Foundation wall, height, width, reinforcement, anchor bolts, and washers
Floor joist size and spacing
l Wall stud size and spacing
!�J� ,(1✓ Header size and spans
Wall sheathing, weather resistant barrier, and siding material
Sheet rock and insulation
Rafters, ceiling joists, trusses, with blocking and positive connections
9. Ceiling height
10. Roof sheathing, roofing material, roof pitch, attic ventilation
Oro Exterior elevations(all four) with existing slope of-the land in relation to all proposed structures
7.. rchitecturally designed, one set of plans must have an original signature
engineered, one set of plans must have one original signature
OV For new dwelling construction, Street& Utility or Minor Improvement application
, P
If you are proposing partial or full demolition of a structure that is at least 50 years old, per
Ordinance 2969 Historic Preservation Committee (HPC) review is required. If within the National
Historic Landmark district: $58.00 for full committee review. If outside the National Historic
Landmark district and not on the Historic Register: no fee for HPC Administrative review.
Complete HPC Form. Partial demolition includes exterior demolition for additions and remodels.
Page 2 of 2 - 5/14/2009
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CITY OF PORT TOWNSEi—,
PERMIT ACTIVITY LOG
PERMIT# L�Q 2y DATE RECEIVED M -Z—O I
SCOPE OF WORK: -R)uK dod) Lua—U or, rca SS IL
DATE ACTION INITIALS
2 ENTERED INTO CHET
CHECKED FOR COMPLETENESS
0.7.09 n -
lr
-------------
Zoning:
Setbacks OK?
Lot Size:
Building Size:
Lot Coverage:
FAR OK?
Height OK?
Parking OK?
Critical Area?
Demo?
Historic Rev?
Notice to Title?
Lots of Record?
pOHTTp�y BUILDING PERMIT
City of Port Townsend
Development Services Department
�was�'
250 Madison Street,Suite 3,Port Townsend,WA 98368
(360)379-5095
Project Information Permit# BLD09-204
Permit Type Residential - Addition/Remodel Project Name Replace foundation wall on west side
Site Address 536 CASS ST Parcel# of residence
Project Description 957311305
Replace foundation wall on west side of residence
Names Associated with this Project License
Type Name Contact Phone# Type License# Exp Date
Applicant Freidberg Stanton L
Owner Freidberg Stanton L
Contractor Goldenberg O- CITY 007441 12/31/2009
Construction
Contractor Goldenberg Q- STATE GOLDECL933T 08/13/2011
Construction
Fee Information Project Details
Project Valuation $8,000.00 Entered Bid Valuation 8,000 DOLL
Plan Review Fee 99.61 Units: Heat Type:
PLAN REVIEW DEPOSIT 50 50.00 Bedrooms: Constriction Type:
PLAN REVIEW REFUND 50 -50.00 Bathrooms: Occupancy Type:
Building Permit Fee 153.25
State Building Code Council Fee 4.50
Technology Fee for Building Permit 5.00
Record Retention Fee for Building 7.75
Permit
Total Fees $ 270.11
***SEE ATTACHED CONDITIONS ***
Call 385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
The granting of this pennit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify
that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify
that 1 am the owner of the property or authorized agent of the owner.
L. �r ( Date Issued: 10/16/2009
Print Name Issued By: SPOSTER
Signature -4 JAi Date ' Date Expires: 04/14/2010
o�PORTTo�y BUILDING PERMIT
City of Port Townsend
Development Services Department
°�waste'
250 Madison Street,Suite 3,Port Townsend,WA 98368
(360)379-5095
Project Information Permit# BLD09-204
Permit Type Residential - Addition/Remodel Project Name Replace foundation wall on west side
Site Address 536 CASS ST Parcel# of residence
Project Description
957311305
Replace foundation wall on west side of residence
Conditions
10. Property corner survey pins must be located at time of footing inspection to verify setbacks.
Call 385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify
that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify
that I am the owner of the property or authorized agent of the owner.
Print Name Date Issued: 10/16/2009
Issued By: SFOSTER
Signature Date Date Expires: 04/14/2010
, t
Brostrom Engineering, PLLC
922 1/? Washinoton Street H6 • Port Townsend. WA 98369
Phone& Ea\: (360) 379-6=402 • E-mail: mikaelbrosUom!iu�ahoo.com
BY: jk ?A DATE: l0/01{ O� PRO.II;CT: I �G T Z SHEET: I
PROJECT ADDRESS: 53( ci}SS Sr, �d�% iao,VS�r� tv JOB NO.: D��C�q
SUBJECT: SitZu�'i=U.:IZA.�...r.��tuCi4!I,cJw f i �Ci,`1rn1r�1(1 Jr4 ✓.C. � ��A ({�,
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Brostrom Engineering, PLLC
922 1!2 Washington Street r6 • Port Townsend. WA 98368
Phone& Pax: (360) 379-0402 • Email mikaeIbrostroili(yahoo-crnli
BY: A1/I DATE: Oq�(O(O( PROJECT: I D SHI_LT: D 1
PROJECT ADDRESS: JOB NO.: d 9 G 0
SUBJECT: NioV4i...__.(,,j/k(W
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Title Friedberc ey Page. D 3
Brostrom Engineering,PLLC Job# 09009 Dsgnr. Mikael Bi Date SEP 17,2009
922 1/2 Washington Street#6 Description....
Port Townsend,WA 98368
Phone&Fax: (360)379-6402
This Wall in File: C:\BE\Projects\09009 Freidberg\Calculatic
Retain Pro 2007, 10-Dec-2008.(c)1989-2008 Code: IBC 2006
www.retainpro.comisupport for latest release Cantilevered Retaining Wall Design
Registration#:RP-1172835 RP2007-P
- Footing Dimensions & Strengths
Criteria Sol Data
Allow Soil Bearing = 1.500.0 psf Toe Width = 4.00 ft
Retained Height = 4.50 ft Equivalent Fluid Pressure Method Heel Width = 0.67
Wall height above soil = 1,25 ft Heel Active Pressure = 60.0 psf/ft Total Footing Width = 4.67
Slope Behind Wall = 0.00: 1 Toe Active Pressure = 60.0 psf/ft Footing Thickness = 9.00 in
Height of Soil over Toe = 0.00 in Passive Pressure = 0.0 psf/ft KKey Width 1 10.00 pcf = 10.00 in
Water height over heel = 0.0 ft Soil Density. Heel = Key Depth 15.00 in
Soil Density,Toe 145,00 pcf Key Distance from Toe - 0.00 ft
Wind on Stem = 0.0 psf FootingliSoil Friction = 0.300
fc = 2.500 psi Fy = 60.000 psi
Vertical component of active Soil height to ignore Footing Concrete Density 150.00 pcf
lateral soil pressure options: for passive pressure 0.00 in Min.As% 0,0020
Cover @Top = 2.00 in @ Btm= 3.00 in
NOT USED for Soil Pressure.
NOTUSED for Sliding Resistance.
NOT USED for Overturning Resistance.
Surcharge Loads Lateral Load Applied to Stem Adjacent Footing Load
Surcharge Over Heel = 0.0 psf Lateral Load = 0.0#/ft Adjacent Footing Load &0 Ibs
Footing Width 0.00 ft
Used To Resist Sliding&Overturning ..Height to Tor = 0.00 ft Eccentricity = 0.00 in
Surcharge Over Toe = 40.0 psf ...Height to Bottom = 0.00 ft
Used for Sliding&Overturning Wall to Ftg CL Dist 0.00 ft
- Footing Type Line Load
,Axial Load Applied to Stem Base Above/Below Soil = 0.0 ft
Axial Dead Load = 500.0 Ibs at Back of Wall
Axial Live Load = 910.0 Ibs Poisson's Ratio = 0,300
Axial Load Eccentricity = 0.0 in
---- - --- --- -
Earth Pressure Seismic Load ' Kae for seismic earth pressure = 1.169 Added seismic base force 725.7 s
Ka for static earth pressure = 0.495
Design Kh = 0.333 g Difference: Kae-Ka = 0.674
Using Mononobe-Okabe/Seed-Whitman procedure
---- --- -- _. -- ' Top Stem
Design Summary
' . Stem Construction ----
Stem OK
Wall Stability Ratios Design Height Above Ftc ft= 0.00
Overturning = 1.68 OK Wall Material Above 'Ht" = Concrete
Sliding = 0.38 UNSTABLE! Thickness = 8 00
Rebar Size = # 4
Total Bearing Load = 2,826 Ibs Rebar Spacing = 12.00
-resultant ecc. = 0,45 in Rebar Placed at = Edge
Design Data
Soil Pressure @ Toe = 635 psf OK fb/FB+fa/Fa = o.6aa
Soil Pressure @ Heel = 577 psf OK Total Force @ Section Ibs= 1.722 9
Allowable = 1,500 psf Moment....Actual ft-#= 3,485.6
Soil Pressure Less Than Allowable Moment. ..Allowable = 5.412.6
ACI Factored @ Toe = 843 psf Shear...-Actual psi= 13 0
ACI Factored @ Heel = 766 psf
Shear...Allowable psi= 75.0
Footing Shear @ Toe = 33.0 psi OK Wall Weight = 100.0
Footing Shear @ Heel = 0.0 psi OK Rebar Depth 'd' n= 6.25
Allowable = 75.0 psi LAP SPLICE IF ABOVE in= 12,06
Sliding Calcs (Vertical Component NOT Used) LAP SPLICE IF BELOW in=
Lateral Sliding Force = 1,519.3 Ibs HOOK EMBED INTO FTG in= 6.00
less 100%Passive Force= 0.0 Ibs Masonry Data
less 100%Friction Force = 574.9 Ibs fill psi=
Added Force Req'd = 944.5 Ibs NG Fs psi=
....for 1.5: 1 Stability = 1,704.1 Ibs NG Solid Grouting =
Load Factors - - Modular Ration' _
Building Code IBC 2006 Short Term Factor =
Dead Load 1.200 =
1.600 Equiv. Solid Thick.
Live Load Masonry Block Type = Medium Weight
Earth,H 1.600
1.600 Masonry Design Method = ASD
Wind,W Concrete Data
Seismic,E 1,000 fc psi= 2.500.0
Fy psi= 60.000.0
Title q Friedberc- '<ey Page:P_
Brostrom Engineering,PLLC Job# 09009 Dsgnr: Mikael Bi Date SEP 17,2009
922 1/2 Washington Street#6 Description ..
Port Townsend,WA 98368
Phone&Fax:(360)379-6402
This Wall in File: C:\BE\Projects\09009 FreidberglCalculatic
Retain Pro 20 77,10-Dec-2008.(c) 1989-2008 Code: IBC 2006
www.retainpro.comisupport for latest release Cantilevered Retaining Wall Design
Registration#:RP-1172835 RP2007-P
Footing Design Results
Toe Heel
Factored Pressure = 843 766 psf
Mu': Upward = 0 0 ft-#
Mu':Downward = 0 0 ft-#
Mu: Design = 3,486 0 ft-#
Actual 1-Way Shear = 33.01 0.00 psi Other Acceptable Sizes & Spacings
Allow 1-Way Shear = 75.00 0.00 psi p
Toe Reinforcing = #4 @ 12.50 in Toe: #4@ 12.50 in,#5@ 19.25 in.#6@ 27.50 in,#7@ 37.25 in,#8@ 48.25 in,#9@ 4
Heel Reinforcing = None Spec'd Heel. Not req'd, Mu < S ' Fr
Key Reinforcing = None Spec'd Key: Not Req'd=Mu<S'Fr
Summary of Overturning & Resisting Forces & Moments
.OVERTURNING..... RESISTING
Force Distance oment Force Distance Moment
M
ft-# Ibs ft ft'#
Item Ibs ft _.
--- - -_ 4.67
Heel Active Pressure = 826.9 1.75 1,447.0 Soil Over Heel
Toe Active Pressure = -16.9 0.25 -4.2 Sloped Soil Over Hee =
Surcharge Over Toe = -16.4 0.38 -6.1 Surcharge Over Heel
Adjacent Footing Load = Adjacent Footing Load
Added Lateral Load = Axial Dead Load on Steal= 500.0 4.33 3,.943.
Load @ Stem Above Soil= Axial Live Load on Stem _ 910.0 4.33 .3
725 7 3 15 2.286.0 Soil Over Toe
Seismic Earth Load = = 160.0 2.00 320 0
Surcharge Over Toe
Stem Weight(s) = 575.0 4.33 2.491.7
Total = 1,519.3 O.T.M. = 3.722.7 Earth @ Stem Transitions=
- 1.68 Footing Weighs = 525.0 2 33 L225.0
Resisting/Overturning Ratio - Key Weight = 156.3 042 65.1
Vertical Loads used for Soil Pressure= 2,826.3 Ibs Vert. Component = __
Vertical component of active pressure NOT used for soil pressure
Total = 1.916.3 Ibs R.M.= 6.268.4
'Axial live load NOT included in total displayed,or used for overturning
resistance. but is included for soil pressure calculation.
DESIGNER NOTES:
�5
8.in Conc w/#4 @ 12.in o/c d
1'-Y
r
A
® 1 3/4"
5' 9„
• 4'-6"
2„
r r (
• 9„
3,
#4@12.5in _. 1' Y
i
@Toe r
Designer select
#0@0.in all horiz. reinf.
@ Heel See Appendix A
101. 3'-10"
4'-0" 8"
4'-8"
DL= 500.. LL=910.#. Ecc=0 in
I
40.psf
ME
M-
1519.3#
111111111IW576.57psf
634.68psf
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pg
Recetpt Date 10/16/2009 Cashier SFOSTER Payer/Payee Name AFREIDBERG STANTON L�
uA.: .,<....x,.. ..LL ca .�....., ^5 ..es.: ,".`:: ,�,r�.. �..a.,. ,e< �, _-e� r ..M �>' ,` :.�t�..;: ..era .
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MIT,I
n final Feed Amount ' Fee
Fermin# Parcel z Fee;Descnption Amount Patd14
BLD09-204 957311305 Plan Review Fee $99.61 $99.61 $0.00
BLD09-204 957311305 PLAN REVIEW REFUND 50 -$50.00 -$50.00 $0.00
BLD09-204 957311305 Building Permit Fee $153.25 $153.25 $0.00
BLD09-204 957311305 State Building Code Council Fee $4.50 $4.50 $0.00
BLD09-204 957311305 Technology Fee for Building Permit $5.00 $5.00 $0.00
BLD09-204 957311305 Record Retention Fee for Building Per $7.75 $7.75 $0.00
Total: $220.11
Previous Pa mic t N1sto" �
y All
Recetpt# � Recetpt DateFe�eD`spoon a Amou�tPa d �pem
d
09-0819 10/02/2009 PLAN REVIEW DEPOSIT 50 $50.00 BLD09-204
Ml-
'Payment MI ,
Number Amount
CHECK 12752 $220.11
Total: $220.11
genpmtrreceipts Page 1 of 1
of QoeT r k
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a Fo Receipt Number: 000819
9`.3
Receipt Date10/02/2009 a MAMCashierSkWA�SSMER ' PayerlPayee Name FREIDBERG"STwmw
ANTON L +
r Onginal Fee amount Fee
Permtt Parcel FeeDescrition,, AmountA Ratd� Balan e
_..::
BLD09-204 957311305 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00
Total: $50.00
3 Previous�ayrmentH�sto�ry k �1
Receipt#R, Recetpt,Date F Descnption j&
eeAmount Paid Permit#
, Rom,
F,ayment „Check Paj Went
Method �E Number£ -41
Amount
CHECK 12746 $50.00
Total: $50.00
genpmtrreceipts Page 1 of 1
REVISION
ABBREVIATIONS E. CONCRETE (E)WALL
(E)SUB-FLOOR � NO DATE!DESCRIPTION
A.B. ANCHOR BOLT MFR MANUFACTURE CONCRETE WORK SHALL CONFORM TO CHAPTER 19 OF THE IBC. CONCRETE STRENGTHS SHALL BE AS FOLLOWS.,
ABV ABOVE MAX MAXIMUM (E)FLOOR JOISTS (N)SIMPSON'S A23 @ 24"o.c.@(N)RIM BOARD
ALT ALTERNATE MIN MINIMUM F'C(PSI) COMPONENTS
USE FULL SIZE 10d(3"LONG)COMMON NAILS INTO(E)WALL o
ARCH ARCHITECTURAL (N) NEW z
BD BOARD NTS NOT TO SCALE 2,500 BASEMENT WALLS, BASEMENT SLAB,AND FOUNDATION WALLS. (E)RIM BOARD m
ui
BLK'G BLOCKING O.C. ON CENTER 3,000 GARAGE SLAB AND OUT-DOORS CONCRETE WORK (N)SIMPSON'S UFP10-SDS3 @ 32"o.c.MAX @(N)2x PLATE
(N)2x DF#2 RIM BOARD TO REPLACE ALL DAMAGED(E)RIM BOARD w
BLW BELOW OPP OPPOSITE VOLUNTARY IMPROVEMENT: z
CLR CLEAR OSB ORIENTED STRAND BOARD THE 3,000 PSI CONCRETE SHALL HAVE 5-7°fo AIR-ENTRAINED. (N} SIMPSON'S A23
@ 24"o.c.@{N}RIM BOARD z
(N) SIMPSON'S UFP10-SDS3 @ 48"o.c.MAX @(E)2x PLATE w
CTR CENTER PLYWD PLYWOOD VOLUNTARY IMPROVEMENT:
COMP. COMPOSITION PT PRESSURE TREATED REINFORCING STEEL: REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60,FOR DEFORMED BARS AND ASTM A185
(N)SIMPSON'S A23 @ 28"o.c.@(E}RIM BOARD o
CONT. CONTINUOUS REF REFERENCE FOR SMOOTH WELDED WIRE FABRIC(WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL
O
w
(E)2x PLATE
REINF REINFORCEMENT CONFORM TO ASTM A706. COLUMN SPIRALS SHALL BE PLAIN OR DEFORMED BARS CONFORMING TO ASTM A615,GRADE 60. 0
DBL DOUBLE (N)2x PRESSURE TREADED HF#2 TO
DBN DIAPHRAGM BOUNDARY NAILING REQ REQUIRED REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH#16 ANNEALED IRON WIRE. REPLACE
ALL DAMAGED(E)2x PLATE m
DIA DIAMETER S.A.D. SEE ARCHITECTURAL DETAILS
(E) EXISTING SHTS SHEETS BARS IN BEAMS AND SLABS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS,AS
VOLUNTARY IMPROVEMENT:
EA EACH SIM SIMILAR SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE
(N)SIMPSON'S RFB#4X4 w/SET
EL ELEVATION S.O.G. SLAB ON GRADE WITH THE"ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES,"ACI 315. LAP ALL
INSTALLED PER MFR SPECIFICATION
EQ EQUAL SQ SQUARE REINFORCING BARS PER THE TYPICAL LAP SPLICE LENGTH SCHEDULE EXCEPT AS NOTED. (N)SIMPSON'S HGAM10KTA @ 3-0"o.c.MAX
G.W.B. GYPSUM WALLBOARD T&B TOP&BOTTOM
GYP GYPSUM TYP TYPICAL TYPICAL LAP SPLICE a fg (E)CONCRETE WALL
LENGTH SCHEDULE TOP OF CONCRETE WALL TO BE 3"MIN ° 21 "MIN
HDG HOT DIPPED GALVANIZED U.N.O. UNLESS NOTED OTHERWISE ABV(E)CONCRETE WALL's CRACK
HDR HEADER VERT VERTICAL (E)CRACK
INSTALLEDD PER MANUFACTURER'S SPECIFICATIONS HORIZ HORIZONTAL WDW WINDOW BAR 2500 P,S.I.
{N}SIMPSON'S AT(HIGH STRENGTH ACRYLIC-TIE) (N) SIMPSON'S CRACK PAC INSTALLED PER MFR SPECIFICATIONS
P
LB POUND w/ WITH SIZE CASE 1 CASE 2
#3 18 36 +NOTE: 3!4"CLR MIN
#4 24 47 a a (E)GRADE
(N)RETAINING WALL TO BE PLACED BTWN(E)
A. GENERAL #6 47 88 BASEMENT WINDOWS,APPROXIMATELY 19'-C' Y
#7 64 1 LONG,ALONG THE WEST EXTERIOR WALL.
STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USED WITH 56 Q 3 MIN
#8 z � f2
ARCHITECTURAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THESE $4 156 IF A DISCREPANCY ARRISES BETWEEN
THE m v Z "a
DRAWINGS INTO THEIR SHOP DRAWINGS AND WORK, FOR DIMENSIONS NOT SHOWN AND FOR SIZE AND LOCATIONS OF NOTES: DRAWINGS AND FIELD CONDITIONS,OR WHERE io
w m + 4
1) DIMENSIONS ARE IN INCHES. fD
OPENINGS NOT DIMENSIONED ON THE STRUCTURAL DRAWINGS, SEE ARCHITECTURAL DRAWINGS. DISCREPANCIES,IF ANY, 2) GASES 1 AND 2 ARE DEFINED AS FOLLOWS(D =BAR DIAMETER) A
DETAIL 1S DOUBTFUL OFF INTERPRETATION, m
BETWEEN THE STRUCTURAL DRAWINGS AND THE ARCHITECTURAL DRAWINGS SHALL BE REPORTED TO THE ARCHITECT FOR OR AN UNANTICIPATED FIELD CONDITION IS t}
I(
CLARIFICATION AND ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. DIMENSIONS SHALL TAKE PRECEDENCE OVER ENCOUNTERED,THE ENGINEER SHALL BE m 3
SCALES SHOWN ON THE DRAWINGS. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TQBE USED ALL CASES: CASE 1: COVER>D B AND C-C SPACING>3 D B CALLED
RIGHT AWAY FOR PRECEDURE TO BE j4"CLR MIN A
WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. CASE 2: COVER>D B OR C-C SPACING >3 D B FOLLOWED. SUCH INSTRUCTIONS SHALL BE (N)CONCRET RETAINING
WALL
U
CONFIRMED IN WRITING AND DISTRIBUTED TO
THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS FOR REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS:
_..I
ADDITIONAL REQUIREMENTS. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE ALL AFFECTED PARTIES. Q
2Y4'INSIDE RADIUS
+
USE COVER A
GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN,CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WHEREVER THERE IS A CONFLICT BETWEEN �}
. 4
SLAB BARS (N)#4 BARS @ 12 o.c. (N)#3 BAR @ 24"o.c.MAX Q-
WORK. 1"
DETAILS AND SPECIFICATIONS,OR BETWEEN °
WALL BARS: INTERIOR FACES 3/a" DETAILS, OR WHERE DOUBTFUL OF :O r n d
CODE REQUIREMENTS: CONFORM TO THE 2006 INTERNATIONAL BUILDING CODE(IBC). EXPOSED TO EARTH OR WEATHER 1l"(#5 AND SMALLER) INTERPRETATION,THE
MOST RESTRICTIVE a 1 f2'CLR MIN �/ o 2"(#6 AND LARGER) SHALL GOVERN AS DETERMINED BY THE z
TEMPORARY CONDITIONS: THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS FOOTING BARS 3"
RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF ENGINEER OF RECORD. +
Z co
CONCRETE ACCESSORIES: EXPANSION BOLTS SHALL BE HILTI KWIK BOLT-11 OR APPROVED WITH EQUIVALENT ICC ALLOWABLE W
�o r M THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. IF THE EXISTING BASEMENT WALL MOVES LI
TENSION AND SHEAR VALUES. EXPANSION BOLTS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S DURING CONSTRUCTION, tMIDIATELY CONTACT
(N) HORIZ#4 BARS @ 12 o.c. a W o
CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF RECOMMENDATIONS. DO NOT CUT REINFORCING IN NEW OR EXISTING CONCRETE DURING
INSTALLATION.
BROSTROM ENGINEERING,PLLC FOR z cv
THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. INSTRUCTIONS HOW TO INSTALL A TEMPORARY ® f
n 0) a
PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT-DIPPED,GALVANIZED AFTER FABRICATION,UNLESS BRACE.
RETAINING WALLS WHICH TIE TO UPPER SLABS SHALL NOT BE BACKFILLED UNTIL THE UPPER SLABS REACH FULL STRENGTH OTHERWISE NOTED. NO LOADS OR WELDS SHALL BE PLACED ON EMBEDDED PLATES
OR ANGLES FOR A MINIMUM OF 7 DAYS
UNLESS ADEQUATE BRACING IS PROVIDED AT THE TOP OF THE WALL. AFTER CASTING DURING INSTALLATION. 4Q ° . z
(N)#4 BARS @ 12"o.c. 8"MIN Q Q
EXISTING CONDITIONS: ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED. THE ALT HOOKS AS SHOWN
CONTRACTOR SHALL NOTIFY BROSTROM ENGINEERING, PLLC OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS °"
SHOWN ON THE DRAWINGS. z (N)#4 BARS @ 12"o.a Q 4
Of
SUBMITTALS: SHOP DRAWINGS SHALL BE SUBMITTED TO BROSTROM ENGINEERING,PLLC PRIOR TO FABRICATION AND v 3" INSIDE
CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS,INCLUDING THE FOLLOWING: v 3/4"CLR MIN RADIUS, Z
cn T 11—
PREMANUFACTURED OPEN WEB WOOD ROOF TRUSS SYSTEM TYP `� 4 Nf XI N I/
d
SHALL BEAR THE SEAL (E)S.O.G. r �3` �w���S�r��,
j —
IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS,THEY
AND SIGNATURE OF A CIVIL ENGINEER, STRUCTURAL ENGINEER, OR ARCHITECT REGISTERED IN THE STATE IN WHICH THE {E)SUBFLOOR
HOME IS TO BE CONSTRUCTED. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO BROSTROM
ENGINEERING, PLLC AND ARE SUBJECT TO REVIEW AND ACCEPTANCE OF THE ENGINEER.
(E) FLOOR JOISTSkC4=s 06��,`
DESIGN DRAWINGS, SHOP DRAWINGS,AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED ° Q
BY OTHERS, INCLUDING: PREMANUFACTURED OPEN WEB WOOD ROOF TRUSS SYSTEM SHALL BEAR THE SEAL AND a,
SIGNATURE OF A CIVIL ENGINEER OR A STRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE HOME IS TO BE (N){2} 10d COMMON NAILS,TYP
a' ° a a "MIN.,CONSTRUCTED, AND SHALL BE SUBMITTED TO BROSTROM ENGINEERING,PLLC PRIOR TO FABRICATION. CALCULATIONS
aa
SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE, CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL }
(N)DIAGONAL 2x4 DF#2 BRACES ABOVE(E)BEAM,TYP a
ELEMENTS INDUCED BY THE CONNECTION LOADS. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE 2003 IBC. 2i f 01 t
2i a
(E)S.Q.G.
THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF MECHANICAL,PLUMBING,AND ELECTRICAL EQUIPMENT, a
MACHINERY,AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY CONNECTIONS TO STRUCTURE NOT CONFORMING TO 1-i 1\
SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION(SMACNA),OR SPECIFICALLY DETAILED ON THE 11 3"CLR MIN,
MECHANICAL ENGINEER'S DRAWINGS, SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE IN WHICH THE HOME
\4"CLR MAX
IS TO BE CONSTRUCTED,AND SHALL BE SUBMITTED TO BROSTROM ENGINEERING,PLLC PRIOR TO FABRICATION.
(N)#4 BARS @ 12"o.c. 10' MIN
FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM,OR ADD TO THE STRUCTURAL DRAWINGS (1�
SHALL BEAR THE SEAL AND SIGNATURE OF A CIVIL ENGINEER,ARCHITECT,OR STRUCTURAL ENGINEER REGISTERED IN THE ti✓
STATE IN WHICH THE HOME IS TO BE CONSTRUCTED AND SHALL BE SUBMITTED TO BROSTROM ENGINEERING,PLLC PRIOR TO
CONSTRUCTION. w
4'-0" M I N
m
(E)BEAM W
B. DESIGN CRITERIA (E)2x Tl_ � �
DESIGN WAS BASED ON THE ALL
OWABLE STRESS DESIGN CRITERIA OF THE 2�IBC. IN ADDITION TO THE DEAD LOADS,THE M R ETAI N I N G WRLL a
FOLLOWING LOADS AND ALLOWABLES WERE USED FOR DESIGN,WITH LIVE LOADS REDUCED PER 2006IBC: (N)SIMPSON'S HGA10KT, USE SDS25300INTO BEAM SCALE: �"
_ �'-O'�
W z
uj
ROOF: 14 PSF D.L.
Pg=25 PSF SNOW LOAD NOTE: Q
FLOORS(RESIDENTIAL): 40 PSF L.L., 14 PSF D.L. —�
DETAIL 2 IS ALL VOLUNTARY IMPROVEMENTS. 0
~
ALLOWABLE SOIL BEARING PRESSURE 1,500 PSF(PER CBC CHAPTER 18) IF A DISCREPANCY ARRISES BETWEEN THE 0_
EARTHQUAKE DESIGN WAS BASED UPON THE FOLLOWING: DRAWINGS AND FIELD CONDITIONS,OR WHERE 06
SEISMIC IMPORTANCE FACTOR, I=1.00 A DETAIL.IS DOUBTFUL OFF INTERPRETATION, {E}COLUMN �
OCCUPNACY CATEGORY II OR AN UNANTICIPATED FIELD CONDITION IS
z
Ss=1.25 ENCOUNTERED, THE ENGINEER SHALL BE
SITE CLASS D CALLED RIGHT AWAY FOR PRECEDURE TO BE
SDS=0.833 FOLLOWED, SUCH INSTRUCTIONS SHALL BE (-
SEISMIC DESIGN CATEGORY D CONFIRMED IN WRITING AND DISTRIBUTED TO (f
ALL AFFECTED PARTIES.
w
C. PRODUCT SUBSTITUTION WTAILSANDSPECHEREVER THERE ISATIONS,OTBETWEEN
DETAILS AND SPECIFICATIONS,OR BETWEEN
DETAILS,OR WHERE DOUBTFUL OF
c�
IF A PRODUCT SUBSTITUTION IS DESIRED BY THE CLIENT OR HIS/HER AGENTS),A DOCUMENT REGARDING THE PROPOSED INTERPRETATION,THE MOST RESTRICTIVE
PRODUCT SHALL BE SUBMITTED TO BROSTROM ENGINEERING, PLLC FOR REVIEW AND APPROVAL. THIS DOCUMENT SHALL SHALL GOVERN AS DETERMINED BY THE
TABULATE ALLOWABLE LOADS FOR THE PLAN-SPECIFIED PRODUCT AND ALLOWABLE LOADS(PER ICC APPROVAL)OF THE ENGINEER OF RECORD. (N) SIMPSON'S HTSM16
PROPOSED PRODUCT. THIS DOCUMENT SHALL CLEARLY INDICATE THAT THE PROPOSED PRODUCT HAS EQUAL OR GREATER ONE ON EA. SIDE OF POST
CAPACITY THAN THE PLAN-SPECIFIED PRODUCT. THE WRITING AND RESEARCH NECESSARY FOR PRODUCING THIS
DOCUMENT IS THE SOLE RESPONSIBILITY OF THE PARTY REQUESTING THE PRODUCT SUBSTITUTION. ALL SERVICES
RENDERED BY BROSTROM ENGINEERING, PLLC FOR THIS REVIEW PROCESS SHALL BE BILLED ON ATIME AND MATERIAL BASIS. (f�
J J
(E)COLUMN BASE Q Q
D. DESIGN CHANGES w
(E)S.O.G.
IF A DESIGN CHANGES IS DESIRED BY THE CLIENT OR HIS/HER AGENT(S),A DOCUMENT REGARDING THE PROPOSED DESIGN
CHANGE SHALL BE SUBMITTED TO BROSTROM ENGINEERING, PLLC FOR REVIEW AND APPROVAL. THIS DOCUMENT SHALL 06
a1*4 U
CLEARLY SHOW THAT THE DESIGN CHANGE IS COMPATIBLE(EQUAL OR GREATER CAPACITY)WITH THE PLAN-SPECIFIED U
DESIGN. THE WRITING/DRAFTING AND RESEARCH NECESSARY FOR PRODUCING THIS DOCUMENT IS THE SOLE ° j� r � /� /�/��yC
�_/
RESPONSIBILITY OF THE PARTY REQUESTING THE DESIGN CHANGE, ALL SERVICES RENDERED BY BROSTROM ENGINEERING, d a REVIEWED
FOR CODE
�'�` LU
PLLC FOR THIS REVIEW PROCESS SHALL BE BILLED ON ATIME AND MATERIAL BASIS. " a COMPi.l�t NCE ~ F""
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nA E C z
PERMIT .� :.,�12!4
E BASEMENT �COWffl 8Y
DATE 09/11/09
`D E JOB NO. 09009
j JOB NAME
a`I FREIDBERG
nT 2 n „
�°i SHEET NUMBER
CIT1'Of POP,T TOWNSEND
DSD sto
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