MA 2014-667City of La QQuinta
78-495 Calle Tampico
La Quinta, California 92253
'PHONE: 760.777.7125 FAX: 760.777.1233
�Oifee Use-�:Oiil -� ,° .. r . �,� ;-�• . , _ -
Case' Number..Accepted Assigned 30-Day,
By To Deadline
Notes:
.MINOR ADJUSTMENT
APPLICATION
RiCEIVED".
JAN1g2014
� ... ;. r • _ ., t- k. �_ 4:' a S .:�;'=s ft, .., yw.: - ;
Sections A;.BfandVC are to be`completed;bv, the applicant in their entirety and shall be
'accompanied{byaall,listed4alans, studies, -reports and. exhibits listed-in`Section._Qwnless
' .specifically,w6ived-by4he appropriate,'Citystaff`memberandr'noted thereon:
SECTION A - PROJECT INFORMATION
Project Name: w%��-'5��6c' S�P►x-� AS '
Requested
Adjustment: + )1i �NGAc. (�7. Imo+ (te9+�,: A(t3� Ste"
APN #(s):
Site Address/ ,
Location: 5 450 r S 7,oNc-ISpS
General Plan:. Zoning:
Specific Plan:. _ Proposed Use: +
Proposed Phases: Related Cases:'
Minor Adjustment Application , -Page 1 of 7.
City of La Quinta - Planning Department - 760.777.7125. 05.20.13 .
P:\Application Submittal Forms\Applications\MA\MA Application - 05.20.13.doc
SECTION B - STATEMENT OF FINDINGS
The purpose of this form is to provide a detailed statement addressing the required findings that
must be made in order for a minor adjustment to be granted. Please use a separate sheet if
needed.
Surrounding Uses. Why will approval of the variance not create conditions materially detrimental to
the public health, safety and general welfare or injurious to or incompatible with other properties or
land uses in the vicinity?
SECTION C - APPLICANT/OWNER INFORMATION
it !/�
Applicant: ���� -� �� ,_ y �� z; i' y
4
(Name) "
(Phone)
//n
1
(Mailing Address)
(Email)
<<� �-
(Name) (Phone)
(Mailing Address) (Email)
Architect:
(Name) (Phone)
(Mailing Address) (Email)
(California State License #)
Applicant Certification
I certify that I have read this application packet in its entirety and understand the City's
submittal and review process and the requirements for this application. I further certify
that each application item submitted as part of this application is consistent with the
minimum required contents for that item as described in Section D of this application. I
understand and agree that if during the processing of the application, it is determined the
information does not strictly meet such standards or contains errors or omissions,
clarification and/or supplemental information may be required and the preparation of such
information may be considered, in the Planning Director's judgment, an unreasonable
delay and will result in a suspension of processing time limits in accordance with the
California Code of Regulations, Title 14, Section 15109.
Applicant's Signature: !dkI �I;� Date: u
` p I
Print Name:
Minor Adjustment Application Page 2 of 7
City of La Quinta - Planning Department ■ 760.777.7125 05.20.13
P:\Application Submittal Forms\Applications\MA\MA Application - 05.20.13.doc
C�
•
Owner Certification
I certify under the penalty of the laws of the State of California that I am the property owner
of the property that is the subject matter of this application and I am authorizing and
hereby do consent to the filing of this application and acknowledge that the final approval
by the City of La Quinta, if any, may result in restrictions, limitations and construction
obligations being imposed on this real property.
Owner/Authorized Agent Signature*: Date:
Print Name(s):
*An authorized agent for the owner must attach a notarized letter of authorization from the legal property
owner. Any off -site work identified on the plans must be accompanied by a statement of authorization with a
notarized signature of the subject property owner.
SECTION D - APPLICATION SUBMITTAL REQUIREMENTS
Additional information may be required based on review of the project description.'
Submittal waivers may be obtained through staff consultation, a pre -submittal meeting, or a
preliminary review application. No applications will be accepted by mail.
APPLICATION SUBMITTAL REQUIREMENTS — INITIAL
TO BE COMPLETED BY CITY STAFF
Each of the following items is required for submittal
unless a waiver is granted by City Staff. Any waiver
# of E-
must be confirmed by initialing of this form by the
# of
copies
Waiver
E
>_
person granting the waiver prior to submittal. Please see
paper
in PDF
OK'd b
Section . D for the description and completion
copies
mat
(on CD- gip_
(initial ►
tn'
requirements of each item.
FS=Full Size / R=Reduced to 11 "x 17"
ROM)
FILING FEES
❑
❑
Filing Fees Receipt
1
NA
APPLICATION INFORMATION
❑
❑
Application w/Statement of Findings
1
1
NA
❑
❑
Site Photographs
1
1
PLAN SET
❑
❑
Index Sheet
5FS/1OR
1
NA
❑
❑
Site Plan
5FS/1OR
1
NA
❑
❑
Floor Plan
5FS/1 OR
1
PRIMARY REPORTS/STUDIES/EXHIBITS
❑
❑
Preliminary Title Report
1
1
Minor -Adjustment Application Page 3 of 7
City of La Quinta - Planning Department - 760.777.7125 05.20.13
PAApplication Submittal Forms\Applications\MA\MA Application - 05.20.13.doc
SUBMITTAL REQUIREMENTS - PRIOR TO HEARING
The following items are to be submitted after
# of E-
the project is scheduled* for Planning
# of
copies in
Submitted
Commission review and must be received by
paper
PDF
format
the Planning Department at least 12 working
copies
(on CD-
days prior to the scheduled PC meeting date.
ROM)
❑
Bound 11 "x17° reduction of complete final Plan Set with
3
1
colored Site Plan Sheets
0
Full size (not to exceed 24"x36") complete final Plan Set
1
NA
with colored Site Plan Sheets
*If these required items are not received by the Planning Department by the end of the day 12
working days before the scheduled PC meeting date, the project's review will be re -scheduled for a
later date.
SECTION E - SUBMITTAL ITEM DESCRIPTIONS
FILING FEES
Filing Fees are to be paid at the time of application. As part of the submittal process you will be
asked to pay your fees at the Finance Department counter and return to the Planning Department
counter with the receipt showing payment of fees which will be copied and submitted along with
the other application materials. Additional environmental review related fees (if any) will be
determined and payable at the time the application is determined complete.
REQUIRED AT TIME OF APPLICATION SUBMITTAL
Minor Adjustment Application Fee: See attached Master Fee Schedule*
REQUIRED AT TIME APPLICATION IS READY FOR FINAL REVIEW AND APPROVAL
CEQA Filing Fee: $64** Required regardless of exempt status
* Payable to City of La Quinta
* * Separate cashiers check payable to County of Riverside
APPLICATION INFORMATION
Application: A City application form complete with all requested information and original
signatures in Sections A, B and C provided.
If you have any questions regarding filling out the Application, please contact the Planning
Department at (760) 777-7125.
Statement of Findings: The statement of findings portion (Section B) of the application explains
how the proposed variance satisfies the required findings for granting a minor adjustment and
shall be completed in its entirety.
Minor Adjustment Application Page 4 of 7
City of La Quinta - Planning Department - 760.777.7125 05.20.13
P:\Application Submittal Forms\Applications\MA\MA Application - 05.20.13.doc
Site Photographs: Provide one aerial view, at least one panoramic view. of each side of the site,
and specific views of any relevant or unusual features of the site.'Printed images shall be at least
4"x6" and printed in color on 8%"xl1" sheets.
If you have any questions regarding the Site Photographs requirement, please contact the
Planning Department at (760) 777-7125.
PLAN SET
Plan Set: A complete Plan Set shall contain one copy of each required sheet, map or plan in the.
order listed below, stapled together in the order prescribed as a comprehensive set, and folded so
that the folded size does 'not exceed 9"x12", rolled plans will not be accepted. All
maps/plans/sheets shall be drawn on uniform sheets no greater than 24"x36" (or as approved by
the Planning Department prior to initial submittal). Each sheet shall be drawn clear and legible, be
accurately scaled, fully dimensioned, drawn at the same scale unless otherwise instructed, and
include all the information as described in this section for each particular item.
Order of Plan Set Contents
1. Index Sheet
2. Site Plan
3. Floor Plan
1. Index Sheet The Index Sheet is the Plan Set's cover sheet and shall contain the following
information:
• Title block located in the lower right-hand corner of the map which contains the .following
information and is readily visible when folded:
o Name of project
o Plan sheet identification number (such as 11 for Index, Sheet 1)
o Initial date of drawing and any subsequent revisions
o Name, address, and telephone number of person preparing map
o Name, address, and telephone number of owner, applicant, and/or'agent
• A data table formatted in the following order:
o Assessors Parcel Number(s) (book, page and parcel number)
o Legal description
o Existing General Plan designation (and proposed if applicable)
o Existing Zoning designation (and proposed if applicable)
o Existing Specific Plan title and land use designation (and proposed if applicable)
o Existing land use and proposed land use
o Total net site area identified in square feet and acres
o Total building area identified in square feet and percentage of net site area
o Total parking area identified in both square feet and percentage of net site area
o Identification of parking ratios required by City code and provided
o Number of parking spaces required by City code and provided
o Number of Americans with Disabilities Act (ADA) parking spaces required & provided
o Occupancy classification (per California Building Code)
o Type of construction (per California Building Code)
• List of Plan Set sheets -
• Vicinity map identifying project boundary line and location within surrounding neighborhood.
If you have any questions regarding the above listed Index Sheet requirements, please contact
the Planning Department at (760) 777-7125.
Minor Adjustment Application Page 5 of 7
City of La Quinta - Planning Department • 760.777.7125 05.20.13
R\Application Submittal Forms\Applications\MA\MA Application - 05.20.13.doc -
2. Site Plan The Site Plan shall be prepared by a qualified professional as stipulated by the
California Business and Professions Code and shall include the following information:
• Title block located in the lower right-hand corner of the map which contains the following
information and is readily visible when folded:
o Name of project
o Plan name and sheet identification number (such as S1 for Site Plan Sheet 1)
o Initial date of drawing and any subsequent revisions
o Name, address, telephone number, signature and credentials stamp and license
number of the person preparing map.
o Name, address, and telephone number of owner, applicant, and/or agent.
• Graphic scale (engineering scale not to exceed 1" = 40')
• North arrow (typically with North facing the top of the drawing)
• Location and dimension of all:
o property lines
o required and actual setbacks for building to property lines and buildings to buildings
o structures
o landscape areas
o drive.ais►es, parking stalls, and loading areas
o pedestrian pathways, including ADA horizontal path of travel
o trash enclosures
o storage areas
0 on -site fuel tanks (above or below ground)
o freestanding signs
o fire hydrants onsite and within 500' of the project site
o walls and fences
o public utilities
o public improvements, include cross sections
o structures, driveways, parking areas, trees and property lines within 50' of project
site's perimeter boundary
• Name, location and dimension of all adjacent public streets and ROWs
• Identification of General Plan and. Zoning land use designations and existing land use of
project site and all adjacent properties
• Clearly identify the requested development standard as required and as proposed.
• Identify interior and exterior turning radius dimensions at any affected entries and drive aisles
for emergency vehicle access
If you have any questions regarding the above listed Site Plan requirements, please contact the
Planning Department at (760) 777-7125.
3. Floor Plan The Floor Plan shall be prepared by a qualified professional as stipulated by the
California Business and Professions Code and shall include the following information:
• Title block located in the lower right-hand corner of the map which contains the following
information and is readily visible when folded:
o Name of project
o Plan name and sheet identification number (such as F1 for Floor Plan Sheet 1)
o Initial date of drawing and any subsequent revisions
o Name, address, telephone number, signature and credentials stamp and license
number of person preparing map.
o Name, address, and telephone number of owner, applicant, and/or agent
Minor Adjustment Application Page 6 of 7
City of La Quinta - Planning Department • 760.777.7125 05.20.13
P:\Application Submittal Form s\Applications\MA\MA Application - 05.20.13.doc
o California License Stamp �.
•' Graphic scale (not smaller than -the %"=l') }.
• North -arrow (typically with'North facing the top of the drawing) ,
• Allocation and use of all interior and exterior space, including areas'for,waiting, gathering,
eating, storage or display of merchandise
• Location of all walls, doors, and window openings
If you have any questions regarding the above listed Floor Plan requirements, -please contact the
Planning Department at (760) 777-7125.
REQUIREMENTS TO BE SUBMITTED PRIOR TO APPROVAL
CEQA Filing Fees: Checks payable to .County of Riverside in the amounts specified for the
proposed Environmental Determination as identified by the Planning Department
i
r
F
Minor Adjustment Application Page 7 of 7
City of La Quinta - Planning Department ■ 760.777,7125 05.20.13'
P:\Application Submittal Forms\Applications\MA\MA Application - 05.20.13.doc '
Master Schedule of Development Services Fees
Schedule of Planning Fees
iioxes
Temporary Use
1
Temporary Use Permit - Minor
$ 200
2
Temporary Use Permit - Major
$1,716
3
Minor Use Permit
$ 200
Conditional Use / Variance
4
Conditional Use Permit - Administrative
bill per hour, with $1,966 minimum fee
5
Conditional Use Permit - Planning Commission
bill per hour, with $ 3,968 minimum fee
6
Conditional Use Permit - Amendment
bill per hour, with $1,859 minimum fee
7
Conditional Use Permit - Time Extension
$1,359
8
Variance
bill per hour, with $1,359 minimum fee
Site Development
9
Development Agreement
bill per hour, with $1,859 minimum. fee
[a]
10
Site Development Permit
bill per hour, with $5,577 minimum fee
11
Site Development Permit - Amendment
bill per hour, with $ 2,860 minimum fee
1
12
Site Development Permit - Time Extension
$1,359
13
Modification by Applicant
bill per hour, with $ 286 minimum fee
14
Minor Adjustment
bill per hour, with $ 286 minimum fee
Village Area
15
Village Use Permit/Village Site Dev Permit
bill per hour, with $ 5,577 minimum fee
16
VUP - Amendment
bill per hour, with $ 2,145 minimum fee
17
VUP -Time Extension
$1,359
Landscape Plan
18
Final Landscape Plan - Minor
$ 572
19
Final Landscape Plan - Major
$1,430
MF5 Planning Page 94 of 101
Master Schedule of Development Services Fees
Schedule of Planning Fees
- Description
Fee
Notes
Signs
,
20
Sign Permit
$ 200
21
Sign Program
bill per hour, with
$2,181
minimum fee.
Zoning.
22
Zone Change
bill per hour, with
$6,149
minimum fee-
23
Certificate of Compliance/Zoning Letter
$ 572
24
Zoning Text Amendment
bill per hour, with
$ 6,149
minimum,fee -
Street Name Change
25
Street Name Change
`$1,50.2
Historical Structures -
26
Landmark Designation/Cent of Appropriateness
$1,000
Environmental Review
'
27
Environmental Assessment
$- 286
28
'. Recordation of Exemption
"
$ • 72
-
29
Initial Study (MD/MND)
bill per hour, with'
$1,430;
minimum fee '
30
Environmental Impact Report • �.
bill per.hour, with'-$5,000.
a initial deposit
' f
General/Specific. Plan
31
`Specific Plan
bill per hour, with
$6,292
minimum fee -
32
Specific Plan.- Amendment
bill per hour, with
$ 2,360
minimum'fee
33
General Plan Amendment
bill per hour, with
$ 6,149
minimum fee . .
?
Map
34
Tentative Parcel Map
bill per hour, with
$ 3,432
minimum fee
35
Tentative Parcel Map - Waiver
$1,216
36
Tentative Parcel.Map - Amendment
bill per hour, with
$ 2,038
minimum fee
.r
37
Tentative Parcel Map = Revision
bill per hour, with
$2,038
minimum fee
MFS Planning
Page 95 of 101 a
Master Schedule of Development Services Fees
Schedule of Planning Fees
Tentative Parcel Map - Time Extension
$ 715
r;oxes
38
39
Tentative Tract Map
bill per hour, with $5,577 minimum fee
40
Tentative Tract Map - Amendment
bill per hour, with $ 2,681 minimum fee
41
Tentative Tract Map - Revision
bill per hour, with $ 2,681 minimum fee
42
Tentative Tract Map -Time Extension (Council)
$1,502
43
Tentative Tract Map - Time Extension (Admin)
$ 787
44
Tentative Condominium Map
bill per hour, with $ 3,861 minimum fee
Appeal
45
Appeal
$1,573
* Fee for combination application is 100% of the highest estimated fee, plus 75% of the fee for the other applicable
hourly rate items. Exception for initial study. Initial study billed at 100% fee even when part of a combination
application.
* In addition to the fees identified in this schedule, the City will pass -through to the applicant any fees imposed by
other agencies and any discrete costs incurred from the use of outside service providers required to process the
specific application.
For service requests, which have no fees listed in this Master Fee Schedule, the City Manager or his/her designee shall
determine the aoorooriate fee based on the followine hourlv rates for staff time involved in the service or activitv.
46 Planning Department Staff
47 Outside Service Providers
$ 143 per hour
pass -through of 100% of actual costs
[a] In addition to the fee shown for Development Agreement, the City shall collect a $2,000 initial deposit to offset City Attorney costs.
MFS Planning Page 96 of 101
PREPARED 1/17/14, 10:56:00 PAYMENTS DUE INVOICE
CITY OF LA QUINTA _ PROGRAM PZ821L
---------------------------------------------------------------------------
PROJECT NUMBER: 14-00000005 MA 14-667 BENJAMIN HERTZ
FEE DESCRIPTION AMOUNT DUE
---------------------------------------------------------------------------
MA (H2) 286.00
TOTFIL DUE 286.00
Please present this invoice to the cashier with full payment.
4k
P.O. Box 1504
LA QUINTA, CALIFORNIA 92247-1504
78-495 CALLF TAMPICO (760) 7 7 7 - 7 0 0 0
_.LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101
January 27, 2014
Benjamin Hertz, Architect
645 Oleander Road
Palm S rin s, CA 92264 FILE
p 9
SUBJECT:, MINOR ADJUSTMENT 2014-667; 50450 Woodmere
Dear Mr. Hertz:
The Community Development Department has reviewed your Minor Adjustment
application (MA 2014-667), pursuant to Section 9.210.040 of the City of La
Quinta Zoning Code.
REQUEST:
Grant an adjustment to reduce the minimum rear yard setback from ten feet (10')
to nine feet (9' 0"), to allow for the expansion of an, existing home on Lot 22, TR
26524. The request is for the maximurn 10% adjustment threshold permissible
under Section 9.210.040.C.
DECISION:
Approval is granted for an adjustment to reduce the rear yard setback of Lot 22,
TR 26524, to 9.0 feet. This adjustment is subject to conditions and is based on the
following findings:
1. Minor Adjustment 2014-667 is consistent with the La Quinta General Plan,
in that the proposal does not alter the approved land use for the property, or
affect land use on surrounding similar properties.
2. Minor Adjustment 2014-667 is consistent with the intent of the La Quinta
Zoning Code, in that the requested adjustment will be conditioned to comply
with all other development standards as required under said Zoning Code.
3. Processing and approval of Minor Adjustment 2014-667 is in compliance
with the California Environmental Quality Act. The adjustment .requested falls
N
under CEQA Guidelines Section 15305(a) as a* "Minor Alterations to Land" =
Class 5 Categorical Exemption.
4. Approval of Minor Adjustment 2014-667 is not detrimental to _the public
health, safety and general welfare, nor injurious or incompatible with other
properties and land use in the vicinity. The adjustment has no impact on
health or safety issues, and will not affect physical land use characteristics
in the vicinity.
CONDITIONS:
1. The required building permit(s) shall be obtained prior to construction, as
may be determined necessary by the Building Division.
2. The proposed construction shall comply with all other development
standards as required under the La Quinta Zoning Code and City building
codes, as applicable, and said standards shall be adhered to in preparing
plans for building plan check.
This approval relates only to allowance of the reduction as stated above, and does
not imply any entitlement or approval of a building permit for any structures shown
on the -plans on file.
Please be advised that the City may approve only one Minor Adjustment to a
qualifying development standard per lot; review of this Minor Adjustment
application found that no prior adjustment approvals have been granted for this lot.
If you have any additional questions, please contact me at 76.0-777-7125.
Sincerely,
Wally Nesbit
Principal Planner .
c: Building Division
:
I,
GENERAL NOTES
WETZEL RESIDENCE
I
THE, CONTENTS of THESE DRAWINGS INSTRUMENTS of SERVICE SHALL, BE EXECUTED with THE HIGHEST
,. ( ) PROJECT INFORMATION
f ATTENTION to CRAFTSMANSHIP and DETAIL.
2.
THESE DRAWINGS SHALL BE CONSTRUCTED IN FULL ACCORDANCE with LOCALLY ADOPTED CODES and
REGULATIONS ACCE
PTABLE CONSTRUCTION HOURS (PER ENFORCEMENT AGENCY, COVENANT, or CLUB RULE).
D REMODEL
ANADDITION' AN
3.
ALL WORK SHALL CONFORM to THE LATEST EDITION of THE CALIFORNIA .BUILDING CODE ADOPTED by THE LOCAL
ENFORCEMENT AGENCY.
4Q
THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR FAMILIARITY WITH THESE PLANS and IS REQUIRED
to NOTIFY THE ARCHITECT of AN
Y DICREPANCIES or INCONSI
STENCIES IN THE PLANS. ANY DEVIATION 'MADE
FROM THESE PLANS MADE WITHOUT PRIOR KNOWLEDGE of THE ARCHITECT 'SHALL BE THE SOLE
5UAO""450 WuA0"6"0umm11h'Mt"Z�"""04E RESPONSIBILITY of THAT PARTY AND SHALL HAVE NO BEARING or CONSEQUENCE ON THE ARCHITECT.
SITE VISITS or REVIEWS of WORK IN PROGRESS DOES NOT DISMISS THE CONTRACTOR'S RESPONSIBILITY FOR
5.
MEETING LOCALLY ADOPTED CODES and REGULATIONS.
LA UUIINTA CA
THE OWNER HOLDS HARMLESS, INDEMNIFIES, and AGREES TO PROTECT THE ARCHITECT and HIS CONSULTANTS
6.
AGAINST ALL LIABILITY, DAMAGE CLAIMS, and DEFENSE COSTS .THAT .ARE CAUSED by ERRORS and OMISSIONS
AND NEGLIGENT ACTS CAUSED b MODIFICATIONS to THE INSTRUMENTS of 'SERVICE PERFORMED b ANYONE
Y Y
OTHER THAN THE ARCHITECT.
7•. ALL 'OR EQUAL' SUBSTITUTIONS MUST BE SUBMITTED to, and APPROVED by THE BUILDING OFFICIAL PRIOR
to the INSTALLATION of THE ITEM.
8.
NOT USED.
9.
STRUCTURAL OBSERVATION IS REQUIRED FOR THIS PROJECT.
10. THE INSTRUMENTS OF; SERVICE, CONSTITUTING ALL OR PART OF THE CONSTRUCTION DOCUMENTS, SHALL BE USED SOLELY
FOR THE CONSTRUCTION OF THIS PROJECT AT THE SITE AS LISTED BY THE' APNON THIS SHEET.
11. THE DEVELOPER CONTRACTOR OWNER IS RESPONSIBLE FOR THE VERIFICATION 0 / / F
.EXISTING CURB LOCATION
-
-_ ( OR EDGE OF STREET
PAVING IF NO CURBS
RBS ..EXIST )
FROM PROPERTY LINES WITH THE
PUBLIC WORKS DEPARTMENT.
A/C
AIR CONDITIONING
LAM
LAMINATE
ADJ
ADJUSTABLE
LAV
LAVATORY
AFF
ABOVE FIN FLOOR
L-r
LIGHT
AFG
ABOVE FIN GRADE
ALUM
ALUMINUM
MAX
MAXIMUM
ARCH
_ARCHITECT URAL
MTL
METAL
MIN
MINIMUM
BD
BOARD
MIISC
MISCELLANEOUS
BM
BEAM
NIIC
NOT IN CONTRACT
CAB T
CABINET
CER
CERAMIC
PILY
PLYWOOD
C.H.
CEILING HEIGHT
PT
PRESSURE TREATED
CLG
CEILING
CLR
CLEAR
RAG
RETURN AIR .GRILL
CONC
CONCRETE
REC
RECESSED
CONT
CONTINUOUS
REF '
REFRIGERATOR
C.T.
COUNTERTOP
REINF
REINFORCED
REQ, D
REQUIRED
DIA
DIAMETER
DIM
DIMENSION
Sc
SOLID CORE
�n
p/W
DISHWASHER
SD
SMOKE DETECTOR
SHELF
VJ
DBL
DOUBLE
SH
Z
D
DRYER
SIH T'
SIHT G
SHEET
SHEATHING
O
A
EACH
."
SH-iWR
EXT
EXTERIOR
SIKYLT
SKYLIGHT
-
0
SLD G
SLIDING
r�
V
FIN
FINISH
SQ
SQUARE
VJ
FT
FOOT
Z
FTC
FOOTING
T
TOILET
T �
/
TRASH COMPACTOR
GA
GAUGE
T&G
TONGUE & GROOVE R
vnn
rrt�
J
ILL
1
L.
GSM
GALVANIZED SHEET
TV
TELEVISION
U.
METAL
TYP
TYPICAL
W
GYP
AVENU 50
E
GYPSUM
W
WASHER
WOOD
HDR
HE AD ER
WD
HVAC
HEATING VENTILATION
WH
WATER HEATER
O
AIR CONDITIONING
WP
WATERPROOF
HC
HOLLOW CORE
HOSE BIB
WT
WEIGHT
HB
THE ESTANCIAS
^^,,
W
�--HID
HOLD DOWN
,
INSUL
INSULATION
V
AN ADDITION AND REMODEL TO A RESIDENCE at
THE ESTANCIAS
APN # 769-770-010-8
La G?uinta, California
TOTAL (new) : 1,008 SQ.FT.
LIVING AREA (existing) 57561 SO. FT.
TOTAL CONDITIONED AREA : 6,569 SO. FT.
EXISTING GARAGE :CONVERT 721 SO. FT. INTO LIVING (-721 SO FT)
NEW GARAGE : 1489 SD FT (NET NEW 768 SO FEET)
THIS PROJECT SHALL COMPLY WITH THE 2010 EDITIONS OF THE
CALIFORNIA BUILDING CODE, BASED ON THE 2009 IBC
NEW 2010 CALIFORNIA RESIDENTIAL CODE
2010 CALIFORNIA MECHANICAL CODE, BASED ON 2009 UMC
2010 CALIFORNIA PLUMBING CODE,'BASED ON 2009 UPC
2010 CALIFORNIA ELECTRICAL CODE, BASED ON 2008 NEC
2010 CALIFORNIA ENERGY CODE.
NEW 2010 CALIFORNIA GREEN BUILDING STANDARDS CODE
and the RANCHO MIRAGE MUNICIPAL CODE
SHEET INDEX
T-1 TITL E SHEET
ARCHITECTURAL
Benjamin Hertz
J
Architect
645 Oleander
Springs,
Palm CA 92 264
760.320.1644
s44
ben jamin.hertz®gmail.corn
4
�
z;
A1.1 EXISTING SITE PLAN
A1.2 AREA OF WORK
A1.3 FLOOR PLAN/SIDE ELEVATION
-
A2.1 NOTATION FLOOR P LAN SECTION
A3.1 ROOF PLAN ELEVATIONS
STRUCTURAL
t,.
S- GENERAL
L NOTES
S-2 FOUNDATION PLAN
.
S-3 ROOF FRAMING PLAN
S-4 DETAILS
S-5 FRAMING DETAILS
5-6 FRAMINGDETAILS
SSW1 SIMPSON STRONG :WALL
SSW2 SIMPSON STRONG WALL
�
5
SSW3 SIIWIPSON STRONG WALL
Z
F
SS41 SIMPSON STRONG WALL
0
,sf
I,
ou
co
LO
UJ
LEG. T 24 AND. P UMB G
MECH.,E L
,
M1.1 MECHANICAL PLAN AND NOTES
W 2 Q Z
�r.1 u
ELECTRICAL PLAN AND NOTES
.«
o - 0 2x6 .FRAMING witth R-19 'BAIT (NSULATION
,
roo e
PROJECT
DEMOLITION of WALL (DIMENSIONED) or NEW WALL
CONSTRUCTION (REMODELS, RENOVATIONS,
LOCATION
RESTORA
TIONS ONLY)
AVENUE 52
CAST -IN —PLACE, TILT —UP, or RAMMED EARTH
CONSTRUCTION
��S�SSS�S?Q4s
BATT :INSULATION PER .PLANS
A rffl'4EA MAP V//// Z
MASONRY CONSTRUCTION PER PLANS
LA UAO""' U11N' I A H
WALL CONSTRUC'
TION with 5/$ TYPE X to
UNDERSIDE of ROOF SHEATHING
00 ROOF DRAIN andl OVERFLOW DRAIN
x
x DETAIL SYMBOL
x
WINDOW NUMBER
DOOR NUMBER
ARCHITECT
BENJAMIN LUKE HERTZ
CA LICENSE C28860
645 OLEANDER ROAD
PALM SPRINGS, CA 92264
760-320 1644
ben amin.he.krtza mail.com
l g
CONSULTANTS
STRUCTURAL ENGINEERING
CONCORD ENTERPRISES
3505 CAMINO DEL RIO SOUTH #332
SAN DIEGC CA 92105
619-516-337 7
concodeconsult2 aol.c om
ENERGY ANALYST (TITLE 24)
David Schneider
TITLE 24 EN
ERGY CONSULTANTS
PO BOX 711 307
SAN DIEGO CA 92171
619-50 4 5610
title24*title24consultants.com
z
d
Z
x
Lu
_ Z
Ben'Jcmin Hertz
Architect
645 Oleander
Palm Springs, CA 92264
760.320.1644
benjamin.hertzOgmail.com
AT TI
ME IME Off FINAL INSPECTION, A MANUAL, COMPACT DISC, WEPT BASED
REFERENCE OR BOTHER M IA TO PD AGCEPTA�LE THE 17VFORGINC� A6ENGY WI116,t1
IN S ALL OF F 6 GLIDE THE OLLOVYIN 511ALL T3E PLACED IN THE 151JILDIN6
A DIRE6TION5 TO THE OWNER OR OCCUPANT THAT THE MANUAL. SHALL
REMAIN WITH THE ILPING THROL010Uf THE LIFE G GLE OF T
13U Y HE
S
35 rRuGruRE.
0
15. OPERATION AND MAINTENANCE INSTRUGTION5 FOR THE FGLLOWIN6:
c�
6ETf5A6r\ I. EQUIPMENT AND APPLIANCES, iNGLIDINOWATI=R AVINO DEVICEc, AND
SYSTEMS, IHVAG SYSTEMS, WATER HEATING SYSTEMS, AND OTHER MAJOR"
APPLIANCES AND EQUIPMENT.
ROOF AND YARD DRAINA INCUPIN6 GUTTERS AND DOWNSPOUTS.
3. SPADE CONDITIONING 5Y5TEMI5, IN(.UPING CONDENSERS AND AIR FILTERS.
.4. LANDSCAPE IRRIGATION SYSTEMS.
----" 5. ' WATER REUSE 5Y175TEM5.
_._--- G. .INFORMATION FROM L>GAL UrILfTY, WATER AND WASTE RECOVERY
------ -�- PROVIDERS ON METHOD5 TO FLRT-ER REDUCE RESOURCE CONSUMPTION,
IN(5UPIN6 RECYCLE PROGRAMS AND L 06ATIONS.
D. PG TRANSPORTATION ANP CARPOOL OPTIONS AVA ILA$LE IN THE AREA
----- E. EDUGATIONAIL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR
EX 1ST I N O AU o RELATIVE "W IDITY PET WEEN 30-60 PERGENr AND WHAT METHODS AN
O IMA TO MAINTAIN RELATIVE H IDI IN THAT
�XI�TINC7 cGUPANr Y u5E THE RELa VE Uvl TY LEVEL
ENTRY .... RANGE.
p D TE F. ININFORMATIONApOX WATER-GONSERVINE; LANDS -GAPE AND IRR1CIATION
oI�
DD DESIGN AND CONTROLLERS WHICH CONSERVE WATER
o S S
G. INSTRUGTIOINS FOR MAINTAINING GUTTER AND DOWNSPOUT- AND THE
IMPORTANCE OF DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE
FOUNDATIONI.
H. INFORMATION ON REMIREP ROUTINE MAINTENANCE MEASURES INCLUDING
Wr NOT LIMITED TO, GAU.KING, PAINTING, 6RADIN6 AROUND THE bUL PINe,
ETC.
. INFORMATION ABOUTSTATE SOLAR ENERGY AND INCENTIVE PROGRAMS
ENTRY
avAlLa�LF.
J. A DOPY OF ALL SPECIAL INSPECTION VERI17I6ATION5 REQUIRED $Y THE
ENFORCING A6ENGY OR THIS GODI=
GAL6REEN A.h q.
iI
EX1 TINO
6OVEREP
PER GAL (GREEN STANDARP5:
AREANOTES
AUTOMATIC IRRIGATION GONTROLLER(S) INSTALLED 13Y THE BUILDER SHALL M 1N
R PLACE OF FINAL INSPECTION AND SHALL MEET THE FOLLOWING
REQU IRENENTS:
A GONTROI.IFRS SHALL M WEATHER- OR SOIL MOISTURE- 15ASED
CONTROLLERS THAT AUFOMATIGALLY ADaJST IRRIGATION IN RE5POW5E TD
S I PLANITS AS WEATHER CONDITION5 CHANGE.
CHANGE N NEEDS
5 I S
$. W1=ATf1ER BASED CONTROLLER WITHOUT INTEGRAL RAN SENSOR OR
ATI Sti S AT FOR LOCAL RAINFALL SHALL HAVE A
GOMMUN G ON YTl7vl THAT AGGOUNl"
SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH 6OMNf-6T6 OR
5 5. SO A 5
GOMMU�IIGATE WIITH THE CONTROLLERO IL i3 5ED CONTROLLER ARE NOT.
Q REqJIRED TO HAMRAIN SENSOR INPUT. GAL GREEN h3. D4.I
rAK
� G
0
_
Q
_
a_
a z
Q
_
U) 0
wQ LL
ZD' D
z
SETf5AGK
W Z Q
C�
:r
Cl) f,,la Q
N ,
W W
< w n
x . �
,
ui
y a
r„ e'
t a^
J
t
.y,
, v.. 1. �... ... ,. >. S<. -. ,... .. ... .,... '.
'k '. 'a. '«.x, '
,....: .. :.:. -": .. ,. :-. .,, - c• ? ..,. u , .. ;: : ..'.. ., n,..;_ , S t,n , .., :z <. , , rzi'
x �>
AREA Of:NE W
u , : _ "
W J
T TI
i�UG
v xi
, x <
LLA
_
v ,
c
«
HEET CONTENTS.
I---
SITE LAN
5 0 _
x
S A K OA M T I
� �_ �NG� Gf�t �N TO N
�I eETf5A6K SHOWN
r
S -
�XI TINC� f d O UTILITY
E5A M T
� �N
EXI5TI O ADJAGINT PROPERTY LINE
REVISIONS:
PROJECT: 1321
DATE:1— —
0 2 5 13
DRAWING:
011
Benjamin Hertz
Architect
645 Oleander
Palm Springs, CA 92264
760.320.1644
ben jamin.hertzOgmail.com
6ETER& NOTATION NOTES.
FROVDE ATTIC. AGGi=Sr WI-M ATTIC IS I)e DEEP or 6 rATER 5M
REn.EGTEP 01111-IN6 PLAN SHEET A5.1
NOTE: PROVIDE NEW LSE HARDIPOARD or WATER RESISTANT &YP. DD. at WEr LZATION°.r- ;
TIE t o OE SELE6TED b
NON--STRUGTURAL DOIJaLF WrAl1,. y ARGFtMT. Z
�..Y
RG FOR a NDPROOFI>`W�- PRO WE
- WA
TER _
F� 50I�ID WATTS EXIST'INC7 WALL OF RE5IDETI�.E NO TER HEATER SHN1 H-NVE T'EvA"ERATIRE and P� RB..E� VALVE
ALTERATION DRAM LW- to BMMIOR-6151! MW WAILATION DETAL6. SEf
MECHANICAL. SHEET for WATER HEATER STRAPPN& PETALS
Benjamin Hertz
2
Rzovlve aACKFLOw vEvlCEs ON EXTERIOR HOSE i Architect
ALL RIMN& WALLS to PE 2Xi FRAMN6 645 Oleander
ALL 15M OR WALLS to be 20 WOOD FRAYN& with R-19 NMATIOIV Palm Springs, CA 92264
760.320.1644
PROVIDE MMM M R-1 M"TION N CMW,1 - SM EAERbY
benjamin.hertz®gmail.com
GONSMVATION COM 11ANCE REPORT (r-ELF)
PROVE HIRE M OMM at ALL wmmiS, cONCE&w R01'JF
TR946I110NS, and GE JW7S.
FROWE WATER RES15rMT* 6YP i5D llThER Tlfi and SFtOWER
ENCLOSURE WATERULS to A WX*M of 7O" APOVE TW- DRAN affl .ET
NOM ALL POMA PLASTIC IN5l,LATION SHALL HAVE A FLAN SPREAD RATNEi of
Utz'- HARPSCAPE to be PROVIDED at ALL
NOT MORE THAN 75 and a SMIOKE-Dl=1I<3MED RATW6 of NOr MORE
vai RIOR DOLOR LOCATION°r THAN 45i0
-4 GOIORDIIVATI= with 6RADIN6 and p
1 WEE' $GREEDS SHN..L, be PLACED a MNMJM o f k
L/WPSWE PLANS. MNIM N I, SLOPE ABOVE THE
SV - AWAY 17ROM REMME. EARTH or r AD&VE PAVED AREA
f0
EXGE'r for FIREPLACES THAT OPEN to the
�(11TE• EXTERIOR of THE
i G
01JIDM6, " the HEARTH $LAD aVLL be REAPLY DI5T1N6lJISi'� FROM
`( the SIRRAXPM6 or APJVA Nr ft.XR
I - THREE G„
OAT, s STLJG�.O
6aAX15r1ft.E MATERIALS SI ULL NOT be RAGED LESS TttAN d
PLASTER WITH 6MOOTH
FROM FIRB'IAGE 0PE1VN65
l
NOTE• INr-�I' .�.�1M ALL IOW POOL TROWEL FINI511, 1YP-
GONDITMP ATTII. SPADE
D
W
J
3 — ImR—�a�ATr5,�I-m ds
L
CHEDULE
L
HRDWARE
SHGC
U-VAL
TYPE
REMARKS
1
H.M. W/ LOUVERS HI & LO
288 SQ. IN TOTAL; PROVIDE
CORROSION RESISTANT SCREEN OF
1/4" MESH ® LOUVERED OPENINGS
4 PIECE METAL GARAGE DOOR
4 PIECE METAL GARAGE DOOR
HM DOOR
HM DOOR
SC WOOD DOOR
SC WOOD DOOR
SOUND PROOF DOOR WITH
-WEATHER STRIPPING
20 MIN FIRE RATED DR W/ WEATHER
STRIPPING SMOKESEAL & CLOSER
______________ ___ - ! I ! I I I I I I
__ I : : ( I i :I ; I I
i I � � I : i I ! I I 1 ; : I : ,
: I I i : ; 1 i 11
� I I j i I i �� I � i
I ! �
- ___L��I� � � � I I
I I ! i �'�,� �
;
i , � , �
,� I �, I
I
I � � I- I �
V ;, 1"�
______]__1___ i �
i ,,fl� ��
11
- 11 I !�
�
-
-
I GENERAL STRUCTURAL NOTES LUMBER -
_ I IFICATIONS ON STRUCTURAL DRAWINGS GOVERN IN CASE I I REINFORCING STEEL MASONRY CONCRETE BLOCK I PROJECT CONSTRUCTION NOTES BMP NOTES DATE ISSUED
1. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE 1. ALL REINFORCING SHALL BE A.S.T.M. A-615 GRADE 60 U.N.O. I - - . 11 '��pl
i � ,�
I I I I ]_&_.��
OF CONFLICT WITH OTHER SPECIFICATIONS. GRADING AND DRESSING RULES #16 OF THE WEST COAST LUMBER 1. CONCRETE BLOCK SHALL BE HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS CONTRACTOR REQUIREMENTS: I. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST I
INSPECTION BUREAU. 2. ALL REINFORCING TO BE WELDED SHALL BE OF A WELDABLE GRADE SUCH AS E N, TYPE I, MEDIUM WEIGHT'. USE UNITS OPEN ONE
2. NOTES AND DETAILS ON STRUCTURAL DRAWINGS SHALL TAKE A.S.T.M. A706. END, AND BOND BEAM UNITS AT HORIZONTAL REINFORCING. 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEETFLOW,
OVER GENERAL NOTES, AND SPECIFICATIONS WHERE NO DETAILS ARE SHOWN, 2. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE SWALES, AREA
CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. 3. USE LOW HYDROGEN ELECTRODES, GRADE E-70 FOR WELDED REINFORCING 2. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. SITE AS DESCRIBED IN THE CONTRACT DOCUMENTS PRIOR TO STARTING DRAINS, NATURAL DRAINAGE COURSES OR WIND. F .
BARS. I CONSTRUCTION AND TO CROSS-CHECK DETAILS AND DIMENSIONS ON THE 2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE 1
3. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS 3. HOLES AND BOLTS SHALL BE BORED WITH A BIT 1/32" TO 1/16" LARGER 3. MORTAR MIX SHALL CONFORM TO REQUIREMENTS FOR TYPE 5 AND PROJECT ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY FORCES OF WIND OR
BEFORE STARTING WORK. ALL DISCREPANCIES SHALL BE REPORTED TO THE THAN THE NOMINAL BOLT DIAMETER. 4. ALL REINFORCING SHALL BE SECURELY TI PRIOR TO SPECIFICATIONS. MORTAR SHALL ATTAIN A COMPRESSIVE STRENGTH OF 2,000 CIES SHALL BE REPORTED TO THE ARCHITECT WATER. * DATE' REVISION BY
ENGINEER IMMEDIATELY. PLACING MASONRY. PSI AT 28 DAYS. ADMIXTURE SHALL BE SIKE GROUT AID TYPE II. PRIOR TO CONSTRUCTION. ALL TRADES SHALL VERIFY AT THE PROJECT SITE -
4. ALL BOLTS SHALL BE RE -TIGHTENED PRIOR TO APPLICATION OF PLYWOOD, CONDITIONS AND MEASUREMENTS RELATED TO THEIR 3. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN F
4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. PLASTER, ETC. 5. REINFORCING BARS MARKED CONTINUOUS SHALL BE SPLICED WITH A MINIMUM 4. GROUT SHALL CONFORM TO REQUIREMENTS FOR COARSE GROUT. GROUT THEIR WORK THROUGH THE GENERAL CONTRACTOR WITH ALL TRADES WORKING EIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND
, TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE I IN MASONRY AND 30 BAR. DIAMETERS IN SHALL ATTAIN COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS. ADMIXTURE IN THE VICINITY OF THEIR WORK. SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTE
USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. 5. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS CONCRETE. SHALL BE SIKE GROUT AID TYPE Il. CTED - - I
I SPECIFICALLY NOTED OR DETAILED. � FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED
5. ALL WORK SHALL CONFORM TO THE 2010 CALIFORNIA BUILDING CODE 6. REINFORCING STEEL SHOP DRAWINGS FOR STRUCTURAL CONCRETE SLAB AND 5. ADMIXTURES SHALL BE ADD RESPECTIVELY PER 2. CONTRACTOR SHALL SUPERVISE AND DIRECT ALL THE WORK, THE CONTRACTOR OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE -_
STANDARDS, AND REGULATIONS OF THE STATE OF CALIF. DIVISION OF 6. 2x SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL BEAMS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER THROUGH MANUFACTURER'S RECOMMENDATIONS. SHALL HAVE SOLE RESPONSIBILITY AND CHARGE OF CONSTRUCTION MEANS, SYSTEM.
NOTES. -
INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. METHODS, TECHNIQUES, SEQUENCES, PROCEDURES AND COORDINATION OF ALL 4. NON-STORMWATER RUNOFF FROM EQUIPMENT AND VEHICLE WASHING AND ANY I
PROTIONS OF THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OTHER ACTIVITY SHALL BE CONTAINED AT THE PROJECT SITE. -
- 6. PROVIDE A MINIMUM OF 1/2 INCH GROUT BETWEEN MAIN REINFORCING AND ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, OR ANY OTHER
7. ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER MASONRY UNITS.
6. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE HEAD AND NUTS, UNLESS NOTED OTHERWISE. PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF
RUCTION. CONTRACTOR SHALL PROVIDE ALL MEASURES HED INTO THE PUBLIC WAY OR - . . - I I
G CONSTRUCTION. SUCH GENERAL STRUCTURAL STEEL NOTES 7. LOW -LIFT CONSTRUCTION: MAXIMUM GROUT POUR HEIGHT IS 4 FEET. ALL THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN -1
MEASURES SHALL INCLUDE AND IS NOT LIMITED TO BRACING, SHORING FOR 8. ALL JOIST HANGERS SHALL BE "SIMPSON" OR APPROVED EQUAL & HAVE AN OVERHANGING MORTAR AND MORTAR DROPPINGS SHALL BE REMOVED PRIOR TO DOCUMENTS. SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. I
� UCTION EQUIPMENT, ETC. ICBO APPROVAL NUMBER. GROUTING. � 3. CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING MAINTAINING AND 6. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A I L - -1
7. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, 9. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH OF THE 1. STRUCTURAL STEEL SHALL CONFORM TO A.S.T.M. A-36 SPECIFICATIONS AND TO 8. ALL CELLS IN CONCRETE BLOCK SHALL BE FILLED SOLID WITH GROUT. SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH O PREVENT CONTAMINATION OF RAINWATER AND
E CONTRACT. SAFETY PRECAUTIONS AND PROGRAMS DISPERSAL BY WIND.
LATEST EDITION AND/OR ADDENDUM. � FOLLOWING GRADES, UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS: THE A.I.S.C. SPECIFICATIONS FOR FABRICATION AND ERECTION. 9. CELLS SHALL BE IN VERTICAL AUGNMENT. DOWELS IN FOOTINGS SHALL BE SET, SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED ONLY TO NORMAL 7. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BE I 1
8. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK 2. ALL BOLTS SHALL CONFORM TO A.S.T.M. (A-307) FOR UNFINISHED BOLTS, LI NTAINING REINFORCING STEEL. WORKING HOURS, THE CONTRACT DOCUMENTS DO NOT INCLUDE NECESSARY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE
OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS I EXCEPT WHERE SPECIFICALLY NOTED AS HIGH STRENGTH BOLTS WHICH SHALL 10. REFER TO ARCHITECTURAL DRAWING FOR SURFACE AND HEIGHT OF UNITS, COMPONENTS FOR CONSTRUCTION SAFETY. STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE I
CESSPOOLS, CISTERNS, FOUNDATIONS ETC. IF ANY SUCH STRUCTURES ARE STUDS, PLATES, BLOCKING =============== #2 CONFORM TO A.S.T.M. (A-325). ALL (A-325) BOLTS SHALL HAVE SPECIAL LAYING PATTERN AND JOINT TYPE. 4. CONTRACTOR SHALL CLEAN WORKPLACE, PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND
FOUND, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. I BEAMS, STRINGERS INSPECTION. DUST POLLUTION AND PREVENTION OF DUST CONTAMINATION OF RELATED -MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. (n �
4x ================ #2 11. ASSUMED ULTIMATE CO F COMPLETED MASONRY WALL IS ONSIBILITY OF THE CONTRACTOR ON ONGOING BASIS. 8. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE 1
9. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON ROOF. LOAD 6x & LARGER MEMBERS ================= #1 3. ALL WELDING SHALL BE DONE BY AN AGENCY CERTIFIED WELDER AND CONFORM 2,500 PSI U.N.O.
OT. POST & MULLIONS ===================== #1 TO THE A.W.S. SPECIFICATIONS, USE LOW HYDROGEN ELECTRODES E70XX FOR ALL CONSTRUCTION AND DEMOLITION DEBRIS IS TO BE REMOVED DAILY AND
. =============== COM. DEX ALL WELDING. 12. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL , DISPOSED OF IN A LEGAL MANOR. I I STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER. uj
nommomm� Cn 1___� C14
0 CY) 2
1 JOISTS & PLANIUNG & RAFTERS ============ #2 WEATHER SHALL BE HOT -DIP GALVANIZED AFTER CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR OF GROUT 5. CONTRACTOR SHALL PROVIDE ADEQUATE MEANS TO PROTECT FINISHED PARTS - � M 0
1 NOT LESS THAN 1/2 INCH NOR MORE THAN 2 INCHES BELOW THE TOP OF THE OF MATERIALS, EQUIPMENT AND FURNISHINGS AGAINST DAMAGE, FROM ANY 0� z * ()
IPPING =========== CONST. GRADE FABRICATION. ALL OTHER STEEL SHALL BE PRIMED & PAINTED PER PROJECT UPPERMOST UNIT GROUTED. HORIZONTAL STEEL SHALL BE FULLY EMBEDDED IN CAUSE DURING THE PROGRESS OF THE WORK AND UNTIL ACCEPTANCE BY _j
CONCRETE SILLS, PLATES, SLEEPERS, POSTS SPECIFICATION. GROUT IN AN UNINTERRUPTED POUR. 0 - M
I CONST. GRADE OWNER. I PROJECT DESIGN DATA - J]f F- 00 0
1 :-) c)
SAN DIEGO DIVISION OF BUILDING & SAFETY PER CBC STANDARD. IN III elf W T_ r-, <
WHICH IS IN CONTACT WITH EARTH 5. ALL SHOP WELDING SHALL BE DONE BY A FABRICATOR APPROVED BY CITY OF 13. PROVIDE APPROVED WIRE BRACKETS TO KEEP REINFORCIMG BARS IN CORRECT 6. CONTRACTOR SHALL C I V
EU OF POSITION. F - - 0 (N I,*- @
10. WHERE LAG SCREWS ARE USED. PRE -DRILL HOLE FOR SHANK THE SAME FABRICATOR APPROVAL, THE OWNER MAY EMPLOY A SPECIAL INSPECTOR ANY RESTRICTION OF OWNER ACCESS OR UTILITY OUTAGES. AUTHORIZATION - W U) M CO
1. ALL CONCRETE PLACEMENT AND DESIGN SHALL CONFORM TO THE 2010 EDITION , APPROVED BY CITY OF SAN DIEGO BUILDING & SAFETY, WHO WILL INSPECT ALL I. DESIGN LOADS: W . CY) N
DIAMETER AS THE SHANKS. 75% SHANK DIAMETER FOR THE THREADED PHASES OF SHOP WELDING DURING SUCH TIME THE WELDING IS TAKING PLACE. SOLID. . CEIVED IN WRITING. , A,. ROOF . �- z 0 < CL I -
OF THE CALIFORNIA BUILDING CODE. ! PORTION. SCREWS SHALL BE INSERTED WITH THE TURN OF A WRENCH. 14. PROVIDE I UND ALL ANCHOR BIOLTS AND GROUT DL = 24 psf T_ _j �
DRIVING WITH A HAMMER WILL NOT BE PERMITTED. FABRICATOR OR SPECIAL INSPECTOR SHALL SUBMIT THEIR CREDENTIALS FOR 7. CONTRACTOR SHALL PATCH AND REPAIR TO MATCH ADJACENT CONDITIONS AND LL = 20 psf z (3 x C) u') ::)
2. ALL CEMENT SHALL CONFORM TO A.S.T.M. C-150, TYPE II, LOW ALKALI. I REVIEW AND APPROVAL TO BUILDING & SAFETY PRIOR TO THE START OF 15. CONTRACTOR SHALL REMAIN SOLELY RESPONSIBLE FOR INSTALLING/ DAMAGED AREAS BEHIND OR SURROUNDING ITEMS THAT ARE REMOVED, I I W _j 0 ,u) �
FABRICATION OR INSPECTION. ALL DEMOLITION WITH NEW WORK REQUIREMENTS. I z W r r) 0') z 1
3. FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33 FOR 0 1 ,r- 0 11
MAINTAINING ADEQUATE BRACING DURING CONSTRUCTION UNTIL THE 2- DIESIGN CODE : CALIFORNIA BUILDING CODE, 2010 EDITION Lu C.0
STANDARD WEIGHT CONCRETE. 6. ALL FIELD WELDING SHALL BE DONE BY CERTIFIED WELDERS UNDER THE STRUCTURE IS SUFFICIENTLY COMPLETE TO PROVIDE SUPPORT FOR THE 8. UNLESS NOTED OTHERWISE, DIMENSIONS TO EXISTING CONSTRUCTION ARE TO W ____ U 0 1__' t_.) 11
CONCRETE BLOCK WALLS. . I
OBSERVATION OF AN APPROVED SPECIAL INSPECTOR. SUCH INSPECTOR SHALL FACE OD FINISH AND DIMENSIONS TO NEW CONSTRUCTION ARE TO FACE OF 3 SOILS ENGINEERING PARAMETERS: qa = 1000 Psf .. W I
GENERAL NAILING NOTES n z z Z -T r) ;
STUD (OR STRUCTURE). ,_
4. ALL AGGREGATE SHALL BE COMPARABLE TO "SAN GABRIEL VALLEY" AGGREGATE. SUBMIT HIS/HER CREDENTIALS FOR REVIEW TO THE CITY OF SAN DIEGO 16. VERTICAL CONSTRUCTION JOINTS IN WALLS SHALL BE PROVIDED AS SHOWN ON 4. SEISMIC DESIGN: V = 0.392 W FOR CANTILEVER COLUMN (STEEL) Of (D � < 0- a� I I
THE SHRINKAGE SHALL BE AS PER A.S.T.M. C-33 WITH THE AVERAGE DRYING DIVISION OF BUILDING & SAFETY PRIOR TO REPORTING TO THE JOB SITE. DRAWINGS.
- SHRINKAGE AT 28-DAYS OF DRYING NOT EXCEEDING 0.04%. 1 - - - - 9. "PROVIDE" SHALL MEAN THAT THE CONTRACTOR AT HIS/HER EXPENSE, SHALL 0 Eo- < V) C)
1. NAILS SHALL BE DRIVEN PERPENDICULAR WHERE POSSIBLE INSTEAD OF MEMBERS SHALL BE TRUE. BURNING OF HOLES FOR FURNISH AND INSTALL THE WORK COMPLETE IN PLACE AND READY FOR USE, 0 0 ]
5. DRY PACK SHALL BE COMPO TOENAILS. CONNECTIONS IS NOT PERMITTED. 5. SEISMIC PARAMETERS: U W In z
- MORE THAN THREE PARTS SAND. INCLUDING FURNISHING OF NECESSARY LABOR, MATERIALS, TOOLS EQUIPMENT
1 8. PROVIDE FULL BEARING ON UNTHREADED PORTION OF BOLT SHANK FOR ALL AND TRANSPORTATION. I z Q %_j 0
LO
2. PRE -DRILL FOR ALL NAILS 20d OR LARGER. ULNERAL NOTES 11 SITE = D -.-.., cy) C)
6. HOLD DOWNS, ANCHOR BOLTS, DOWELS INSERT, ETC. SHALL BE SECURELY TIED STEEL CONNECTIONS. 10. "EXISTING", 1'+/-", "SIZE TO FIR" AND SIMILAR PHRASES REQUIRE THE Ss = 1.21 0
IN PLACE PRIOR TO POURING CONCRETE, AND FOUNDATION INSPECTION. 3. ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE. ALL - - - � CONTRACTOR TO VERIFY AND COORDINATE THE DIMENSION OR CONDITION Si = 0.45
NAILING APPLICATION SHALL CONFORM TO THE LATEST EDITION OF THE 9. PROVIDE BEVELED WASHERS UNDER NUTS AT STEEL CONNECTIONS, WHEN THE 1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR C INDICATED ON THE DRAWING WITH THE ACTUAL FIELD CONDITION(S). ()
7. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 10-DAYS CALIFORNIA BUILDING CODE. BEVEL EXCEEDS 1:20. HECKING CONTRACT TL = 13
OR BY AN APPROVED CURING COMPOUND. DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY AND DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT AT ONCE FOR
.COMMON WIRE NAILS 10. PROVIDE LEVELING NUTS FOR ALL BOLTS AT BEAM SEATS AND COLUMN BASE CONFIRMING THAT THE WORK IS BUILDABLE A DIRECTIONS ON HOW TO PROCEED. R = 6.5
8. ALL CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI PLATES. WITH CONSTRUCTION. IF THERE ARE QUESTI I 11. KEYNOTES AND DETAIL INDICATORS SHALL APPLY TYPICALLY TO ALL LIKE I = 1.0
AT 28-DAYS, UNLESS NOTED OTHERWISE. THE WATER TO CEMENT RATIO SHALL 1. JOIST OR RAFTERS AT ALL BEARINGS
CTOR IS RESPONSIBLE FOR OBTAINING A CONDITIONS ON THE DRAWINGS, WHETHER OR NOT "TYP" OR "TYPICAL" IS Fa = 1.00
ARD. MAX TOE NAIL EACH SIDE ====================== 3-8d CTURAL STEEL CONNECTIONS SHALL BE HEAVY HEXAGONAL CLARIFICATION FORM ARCHITECT/O INDICTED OR NOT. Fv = 1.50
NOT EXCEED 0.45. MINIMUM CEMENT CONTENT 564 LBS PER CUBIC Y COORDINATION QUESTIONS, THE CONTRA
SLUMP=4". 2. BRIDGING TO JOIST NUTS. IN QUESTION OR ANY RELATED WORK. SMS = 1.50
TOE NAIL EACH END ======================= 2-8d 12. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND
9. ANCHOR BOLT, HOLD DOWN AND POST BASE SIZES AND LOCATIONS SHALL BE 3. I" X 6" SUBFLOOR OR LESS TO EACH JOIST 12. STRUCTURAL STEEL MEMBERS TO BE FIREPROOFED NEED NOT BE PAINTED. 2. CONTRACTOR SHALL INFORM ARCHITECT/OWNER OF ANY CONFLICTS PRIO SM1 =0.90
PER STRUCTURAL PLANS. THE PLACEMENT OF THESE ITEMS SHALL BE R TO ELEVATIONS PRIOR TO CONSTRUCTION THE ENGINEER AND ARCHITECT SHALL
COORDINATED WITH THE FRAMING CONTRACTOR. ==== 2-8d 13. ALL STEEL TUBES SHALL CONFORM TO A.S.T.M. A-500, GRADE "B". ALL STEEL CONSTRUCTION THAT EXIST IN LOCATIONS OF ANY AND ALL MECHANICAL, BE NOTIFIED IN WRITING OF ALL DISCREPANCIES, OMISSIONS, CONFUCTS, ETC. -
4. FLOOR TO EACH JOIST PIPE SHALL CONFORM TO A.S.T.M. A-53 GRADE "B". TELEPHONE, ELECTRICAL, LIGHTING, PLUMBING AND spRINEIER EQUIPMENT (TO PRIOR TO CONSTRUCTION. 7)
10. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FACE NAIL INCLUDE ALL PIPING, DUCTWORK AND CONDUIT) AND THAT' ALL REQUIRED 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UNDERGROUND ID A
FOR ALL PENETRATIONS IN CONCRETE FLOORS,ROOFS,WALLS AND FOR 5. 2" SUBFLOOR TO JOIST OR GIRDER 14. ALL BOLT SPACING IN STRUCTURAL STEEL CONNECTIONS TO BE 3" MIN. CLEARANCES FOR THE INSTALLATION AND MAINTENANCE OF ANY EQUIPMENT NO.
LOCATIONS OF FLOOR FINISHES, DEPRESSIONS, PITS, ETC. BLIND AND FACE NAIL ====== 2-16d . BETWEEN BOLTS AN 1 1/2" MIN. EDGE DISTANCE, UNLESS NOTED OTHERWISE. ARE PROVIDED PER MANUFACTURERS SPECS. DRAWING INDEX I
11. SLABS ON GRADE SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 302.1. 6. SOLE PLATE TO JOIST OR BLOCKING 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK MATERIAL IN 14. NO STRUCTURAL MEMBERS SHALL BE CUT, SPLICED, NOTCHED, PENETRATED
" I === 16d @ 16" O/C 1.5. ALL STUDS WELDED TO STEEL BEAMS AND COLUMNS SHALL BE NELSON STUDS PTED OR ALTERED WITHOUT THE ENGINEERS PRIOR S-1 SPECIFICATIONS
12. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR 7. TOP PLATE TO STUD OR FROM OTHER APPROVED MFG. CAL REGULATORY AGENCIES, APPLICABLE BUILDING WRITTEN APPROVAL.
REINFORCEMENT PLACED IN CAST -IN -PLACE CONCRETE. END NAIL ================================ 2-16d - CODES AND REQUIREMENTS. .",�, N
8. STUD TO SOLE PLATE 1 15. ALL MATERIAL WORKMANSHIP AND CONSTRUCTION SHALL COMPLY WITH THE S-2 FOUNDATION PLAN
- 4. THE CONTRACTOR SHALL UNDERCUT BUILDING STANDARD INTERIOR DOORS AS LATEST ADOPTED EDITION OF THE UBC AT TIME OF FRAMING. � N
MIN. COVER, TOE NAIL REQUIRED TO CLEAR FLOORING MATERIAL BY 1/4-. -
INCHES 9. DOUBLE STUDS 16. THE CONTRACTOR SHALL CONFIRM WITH ALL OSHA AND LOCAL REQUIREMENT S-3 FRAMING PLAN
'
I. CONCRETE CAST AND PERMANENTLY EXPOSED FACE NAIL ============== 16d @ 24" O/C MASONRY TESTING REQUIREMENTS 5. ALL HEIGHTS ARE DIMENSIONED FROM TOP OF EXISTING SLAB UNLESS NOTED ION WHERE
TO EARTH . . . . . . . . . . . . . . . . . . . . . 3 __ __ __ - OTHERWISE "A.F.F." ABOVE FINISHED FLOOR. APPLICABLE INCLUDING BUT NOT LIMITED TO JOB SITE SAFETY AND OBTAINING S-4 I .....]
2. CONCRETE EXPOSED TO EARTH OR WEATHER: FACE NAIL ============================= 16d @ 16" O/C' PERMITS AND APPROVALS WHEN NECESSARY. STRUCTURAL DETAILS
NO.6 THROUGH NO. 18 BAR . . . . . . . . . . 6. CABINET CONTRACTOR S TO ARCHITECT/OWNER FOR
2 11. TOP PLATES LAPS & INTERSECTIONS RMINED IN ACCORDANCE WITH STRUCTION AND FABRICATION. LL BE RESPONSIBLE TO PROVIDE TOBSITE SAFETY TO
NO.5 BAR, W31 OR D31 WIRE, AND SMALLER 1 1/2 ===== 2-16d U.B.C. STANDARD 21-17 FOR EACH SET OF PRISMS SHALL EQUAL OR EXCEED d S-5 TYPICAL FRAMING DETAILS ,,,\\%',\\\\%,III
3. CONCRETE NOT EXPOSED TO WEATHER OR IN 12. CONTINUOUS HEADER TWO PIECES FM. COMPRESSIVE STRENGTH OF PRISMS SHALL BE BASED ON TESTS 7. DO NOT SCALE DRAWINGS NOTED DIMENSIONS TAKE PRECEDENCE. ANYONE RTY, INCLUDING BUT NOT LIMITED TO CONSTRUCTION --:��DFESS.10, I I I
11 _,-1 '? 4� Ili
PRACTICES AND PRECAUTIONS FOR THE SAFETY OF ALL DURING __ ! i �
, //
"
-:I ,�,
. 1_�
USING THESE DRAWINGS SHOULD VERIFY ALL CRITICAL DIMENSIONS BY S-6 .:� �
- I
I - ,
.:7 , ",
�F 4 11 � ,/
<z
F-
s_4 I
-s-5 - Iq z", I
THE -, LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, � / ,-. ��
28-DAY STRENGTH HAS BEEN ESTABLISHED FOR THE PROJECT PRIOR TO - -4 Z%v' /4--1
, �;
NO. 11 BAR AND SMALLER .......... -8d N, VERIFICATION BY MASONRY PRISM TESTING SHALL 8. NEW INTERIOR FINISHES MUST COMPLY WITH THE CURRENU EDITION'OF C.B.C. INDEMNIFY AND HOLD THE ENGINEER FREE AND HARMLESS FROM ALL CLAIMS, - 'I), i�
NO.14 AND NO.18 BAR ............ 1 1/2 TOE NAIL ================= 3 , ! ` ,
I CONTACT WITH GROUND" ALONG EACH EDGE ====================== 16d @ 16" O/C PROVIDED A RELATIONSHIP BETWEEN SEVEN-DAY AND THREE -DAY AND TYPICAL FRAMING DETAILS -
SLABS, WALLS, JOISTS: 13, CEILING JOIST TO PLATE PHYSICALLY MEASURING EXISTING CONDITIONS. CONSTRUCTION. THIS REQUIREMENT SHAU APPLY CONTINUOUSLY AND NOT BE ,�
__�',
,
3/4 1,14. CONTINUOUS HEADER TO STUD MEET THE FOLLOWING: AT 28 DAYS. I Z, 11
'§ � ""'
BEAMS, COLUMNS: I- -1 26i'4-1 �
, 0 1P
PRIMARY REINFORCEMENT, TIES, i TOE NAIL ================================ 4-8d 9. ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FILAME RETARDANT DEMANDS AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE �; �4 . 6/k,,Tj5' !;� M
11
STIRRUPS, SPIRALS ............. CONDITION. ORK ON THIS PROJECT, EXCEPT FOR LIABILITY ��,, * , ,.., *:r
�15. CEILING JOISTS, LAPS OVER PARTITIONS Y PRISMS SHALL BE BUILT AND TESTED IN ACCORDANCE � . � .r
'I", z
- ARISING FROM THE SOLE NEGIJGENCE OF THE ENGINEER. --- - 11, , T -Z
I
,
1 1/2 FACE NAIL = 3-16d WITH U.B.C. STANDARD 21-17 PRIOR TO THE START OF CONSTRUCTION. 10. DRAFT STOPS SHALL BE INSTALLED IN FLOOR -CEILINGS, ATTICS, MANSARDS I / 'If 1�11� .L- Z,
13. CONCRETE SLABS ON GRADE SHALL BE DIVIDED BY EXPANSION. WEAKENED OR 16. CEILING JOISTS TO PARALLEL RAFTERS NSTRUCTION OF THE PRISMS SHALL BE TAKEN 18. THE CONTRACTOR SHALL BE REQUIRED TO CARRY PROPER INSURANCE AS El III �� 0
CONSTRUCTION JOINTS INTO AREAS NOT EXCEEDING 200 SQUARE FEET. THE ==== 3-16d JECT. PRISMS SHALL BE AND SIMILAR CONCEALED SPACES AND SHALL BE ABOVE AND INLINE WITH III, _P C101
RATIO OF THE LENGTH TO THE WIDTH SHALL NOT EXCEED 1 1/4 TO 1. 17. RAFTER TO PLATE OBSERVATION OF THE ENGINEER OR SPECIAL WALLS SEPARATING UNITS FROM E THER USES. REQUESTED BY THE CITY AND OWNER FOR THE INTENDED CONSTRUCTION. 1j%j%%\\
DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 15'-O". THERE SHALL BE AT TOE NAIL INSPECTOR OR AN APPROVED AGENCY AND TESTED BY AN APPROVED AGENCY. 11. SLEEPING ROOMS SHALL HAVE A WINDOW OR EXTERIOR DOOR FOR EMERGENCY 19. EVALUATION OF USAGE OF ALTERNATE MATERIALS, DESIGN CHANGES AND/OR ___L_ /20141
LEAST A 48 HOUR WAITING PERIOD BETWEEN PLACING ADJACENT SLABS. 18. I" BRACE TO EACH STUD AND PLATE 2. WHEN FULL ALLOWABLE STRESSES ARE USED IN DESIGN, A SET OF THREE ESCAPE. SILL HEIGHT SHALL NOT EXCEED 44" ABOVE THE FLOOR. WINDOWS CONSTRUCTION ALTERNATES WILL REQUIRE ADDITIONAL FEES FROM THE
CATION OF EXPANSION. ====I-====== 2-8d PRISMS SHALL BE BUILT AND TESTED DURING CONSTRUCTION IN ACCORDANCE MUST HAVE AN OPENABLE AREA OF AT LEAST 5.7 SQUARE FEET WITH THE CONTRACTOR. THIS WILL INCLUDE ENGINEERING FEES AND BUILDING I The contractor shall verify and
TION JOINTS FOR SLABS ON GRADE SHALL BE 19. I" X 8" SHEATHING OR LESS TO EACH BEARINGS WITH U.B.C. 21-17 FOR EACH 5,000 SQUARE FEET (465 SQ. M) OF WALL AREA, MINIMUM OPENABLE WIDTH OF 20" AND A MINIMUM OPENABLE HEIGHT OF 24", DEPARTMENT APPROVAL TIME/COST ALL EVALUATION REQUEST SHALL BE be responsible for all dimensions
UCTURAL ENGINEER FOR REVIEW. FACE NAIL =============================== 2-8d BUT NOT LESS THAN ONE SET OF THREE MASONRY PRISMS FOR THE PROJr.rT SUBMITTED IN WRITING PnP PPITTPW DUMM IM flr% I I
20. WIDER THAN -" X 8" SHEATHING TO EACH BEARING . SIDE TO 11401.nu I., 11VIN. and conditions on Tne jOD and
FACE NAIL =============================== 3-8d I - PROVIDE A FULL CLEAR OPENING WITHOUT THE USE OF SEPARATE TOOLS. 20. OWNER, CO -OWNERS, PARTNERS, ENTITIES, CORPORATION, LLC, CONTRACTOR this office must be notified in
writing of any variation from the
STUDS ==================== 16d @ 24" O/C 12. BUILDINGS OVER ONE STORY AND CONTAINING COURTS SHALL HAVE AN AND ITS SUBCONTRACTORS/AGENTS CANNOT HOLD THE ENGINEER OF RECORD dimensions and conditions shown
I S 22- BUILT-UP GIRDER & BEAMS LINE FOR THE PURPOSE OF DETERMINING REQUIRED WALL AND ITS SUBCONSULTANTS LIABLE FOR ANY WORK NOT APPROVED OR I by these drawings.
GENERAL FOUNDATION NOTE GER =============== 20d @ 24" O/C INSPECTION/TESTING AND OPENING PROTECTION OF COURT WALLS. (SEC. 503.3 PROVIDED BY THE ENGINEER OF RECORD.THE ENGINEER OF RECORD SHALL .
AT ENDS & AT EACH SPLICE ================ 2-20d ) BE INDEMNIFIED FROM ANY HARMS OR SUITS FROM ALL PARTIES. I ..j
23. 2" PLANKS AT EACH BEARING ================= 2-16d 13. WALL AND FLOORS SEPARATING DWELLING UNITS IN THE SAME BUILDING SHALL
1. ALL REQUIRED FILL AND BACK FILL SHALL BE COMPACTED TO AT LEAST 95% OF 1. INSPECTION SHALL BE IN ACCORDANCE WITH THE CALIFORNIA BUILDING HOUR FIRE -RESISTIVE CONSTRUCTION. GENERAL REQUIREMENTS: - .
THE MAXIMUM DENSITY OBTAINABLE BY THE A.S.T.M. DESIGNATION D-1557 JOISTS OR RAFTERS CODE. REQUIREMENTS FOR ]MASONRY, FOUNDATION, FIELD WELDING AND 14. GUARDRAILS SHALL BE MIN. HEIGHT OF 42" (MIN. HEIGHT (OF 36" IN 1. THE DRAWINGS, SPECIFICATIONS AND
METHOD OF COMPACTION. FLOODING OR JETTING IS NOT PERMITTED. TO JOIST OR RAFTERS FRAMING WORK. OTHER DOCUMENTS PR z
I . INDIVIDUAL DWELLINGS) AND BE ABLE TO WITHSTAND 200 L;13- POINT LOAD IN ARCHITECT ARE INSTRUMENTS OF THE ARCHITECTS SERVICE AND ARE FOR USE
TOE NAILS, EACH SIDE ===== 2-10d ANY DIRECTION.
2. UNDER ALL INTERIOR CONCRETE FLOOR SLABS ON GRADE PROVIDE A 2" LAYER TO JOIST OR RAFTER BEARINGS -10d 2. MATERIAL TESTING RESULTS AND/OR CERTIFICATIONS SHALL BE PROVIDED SOLELY WITH THE R CT. I 0 1
OF MOIST SAND OVER IOMIL VISQUEEN MEMBRANE OVER 2" LAYER OF MOIST TOE NAILS, EACH SIDE ==================== 2 TO ARCHITECT FOR CONCRETE, STRUCTURAL STEEL AND FABRICATED 15. OPENINGS IN GUARDRAILS SHALL BE LESS THAN 4". TRIANG;ULAR OPENINGS 2. QUESTIONS RELATING TO THE WORK SHALL BE REFERRED TO THE ARCHITECT. I
-GRADE. 25. JOIST OR RAFTERS TO SIDES OF STUDS FRAMING MEMBERS. FORMED BY THE RAISER, TREAD AND BOTTOM ELEMENT OF A GUARDRAIL AT A THE ARCHITECT WILL RENDER INTERPRETATION NECESSARY FOR THE PROPER �= (��
-
8" OR LESS ============================== 3-16d 3. SPECIAL INSPECTION PER CBC STANDARD IS REQUIRED FOR THE FOLLOWING STAIR SHALL BE LESS THAN 6". SONABLE PROMPTNESS ON
FOR EACH ADDITIONAL 4' IN DEPTH OF ITEMS: WRITTEN REQUEST OR EITHER THE OWNER OR THE CONTRACTOR. _�
JOIST=================================== 1-16d CE) 7c�
1 PLYWOOD NOTES KI STUDS, * BOLTS INSTALLED IN CONCRETE 3. ALL WORK SHALL COMPLY WITH THE LATEST CODES AND STANDARDS AS _� `1�
- . EACH END ================================ 2-16d * FIELD WELDING FIRE NOTES NING AUTHORITIES. ro FO
4. THE ARCHITECT AND ARCHITECTS CONSULTANTS SHALL HAVE NO - 0
27. RIBBONS TO STUDS 4. THE SPECIAL INSPECTOR SHALL BE APPROVED BY THE BUILDING OFFICIAL, - E DISCOVERY, PRESENCE, HANDLING, REMOVAL OR c� ,�_� 0 ,
DISPOSAL OF, OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS IN ANY
I I. ALL STRUCTURAL PLYWOOD SHALL BE MANUFACTURED WITH EXTERIOR GLUE I" RIBBONS ============================== 2-8d CITY OF SAN DIEGO PRIOR TO START OF WORK. 1. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO: ASBESTOS, W r_�
95. EACH SHEET SHALL BE IDENTIFIED WITH AN A.P.A. VLI
GRADE TRADE MARK. SEE DRAWINGS FOR GRADE AND THICKNESS. 1 2" RIBBONS ============================== 2-16d - ACCORDANCE WITH CFC ARTICLE 87 (UFC/CFC SEC. 8701.) S, POLYCHLORINATED BIPHENYL (PCB) OR OTHER TOXIC L V 1_� 1
D SHALL CONTAIN A MINIMUM OF 8 SQUARE FEET AND 0 C �
1
2. TO VERIFY IN THE FIELD ADDRESS PROVIDED FOR EXISTING BUILDINGS IN A SUBSTANCES. 0 -;7;-
SHALL EXTEND TO 3 BEARINGS MINIMUM WITH FACE GRAIN PERPENDICULAR TO POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD I LL
JOISTS. STRUCTURAL OBSERVATION NOTES FRONTING THE PROPERTY (UFC/CFC SEC. 901.4.4 FHPS POLICY P-00-6.) 0 �>�- - - (�� I
GLULAMINATED BEAMS & TRUSSES PRECONSTRUCTION REQUIREMENTS: C�� 0 ,:
3. ALL UNSUPPORTED PLYWOOD EDGES SHALL BE BLOCKED OR CLEATED. 3. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME ]RETARDANT Lu [W F==,
i cc
I
1. PER CBC CODE, THE OWNER SHALL EMPLOY THE ENGINEER TO CONDITION. (CAL. CODE REGS., TIT. 19, SEC. 3.08, 3.21, UFC/CFC SEC. 2501.5.) 1. CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY CONDITIONS WITH < [;:�, 1
4. THE BUILDING DEPARTMENT SHALL BE NOTIFIED FOR ROOF & FLOOR 1. GLU-LAMINATED BEAMS SHALL CONFORM TO LATEST AITC SPECIFICATION AND PERFORM VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM. (L (ff� 0
DIAPHRAGM NAILING INSPECTION. BE COMBINATIONS "24F-V4" DF/DF INDUSTRIAL APPEARANCE GRADE WHERE I THE CONTRACT DOCUMENTS BEFORE COMMENCING ACTIVITIES. THE Lu ,
I 1= 0 1 � �
NOT EXPOSED AND ARCHITECTURAL APPEARANCE GRADE WHERE EXPOSED. USE (A)ALL HOLD DOWN LOCATIONS SHALL BE VERIFIED PRIOR TO BE PROVIDED WITHIN 75' MAXIMUM TRAVEL DISTANCE FOR EACH 6000 SQ. FT. INSTALL THE WORK PROPERLY AND RELATIVE TO THE SURROUNDING CL (��
MITTED IN ROOF OR FLOOR OTHER THAN THOSE 1 4. AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2AIOBC SHALL INATE ALL DIMENSIONS INSOFAR AS NECESSARY TO �= ,
�,
5. PROVIDE DOUBLE JOISTS OR DOUBLE BLOCK AROUND ALL OPENINGS IN ROOF. "24F-V8" - DF/DF FOR CANTILEVER AND OVERHANG SPANS. FOUNDATION POURING. THIS INCLUDES ALL ANCHOR BOLTS. OR PORTION THEREOF ON EACH FLOOR. (UFC/CFC SEC. 1002, UFC STANDARD CONSTRUCTION. "I 1�
I
EL MEMBERS EMBEDDED INTO THE 10-1, CAL. CODE REGS., TIT. 19, 3.29.) ,
SHOWN WITHOUT THE ENGINEER'S APPROVAL. 2. EXTERIOR GLUE SHALL BE USED WHERE LAMINATED BEAMS ARE EXPOSED TO FOUNDATION. 2. AT ANY TIME SHOULD CONDITIONS ARISE WHEREIN THE INTE W W z �
,�
�
WEATHER. (B) 5. AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 4-A-20BC CONTRACT DOCUMENTS ARE IN CONFLICT WITH THEMSELVES OR WHERE THERE r_� ��
6. ROOF DIAPHRAGM SHALL BE 15/32" SHEATHING,24/16 SPAN RATING,WITH 10D ALL HARDWARE PLACEMENT INCLUDING, BUT NOT LIMITED TO, ro � M I I
COMMON NAILS AT 4" O.C. BOUNDARIES AND EDGES,6" O.C.,UNO 3. ALL STRUCTURAL GLU-LAMINATED LUMBER SHALL BE INSPECTED DURING STRAPS, FRAMING CLIPS, HANGERS AND BEAM CONNECTIONS. SHALL BE PROVIDED OUTSIDE EACH MECHANICAL, ELECTRICAL, OR BOILER ROM. IS A DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS AND FIELD I M � ,
LAMINATION BY AN APPROVED INSPECTION AGENCY -PROVIDE CERTIFICATE OF STEEL MEMBERS EMBEDDED INTO THE FOUNDATION. (UFC/CFC SEC. 1002, UFC STANDARD 10-1, CAL. CODE REGS., TIT 19, SEC. CONDITIONS, THE ARCHITECT SHALL BE NOTIFIED AT ONE FOR WRITTEN �=
7, FLOOR DIAPHRAGM SHALL BE 19/32" T&G SHEATHING,24/16 SPAN RATING, INSPECTION TO THE BULL I DING DEPARTMENT. (C) AT THE COMPLETION OF THE STRUCTURAL WORK FOR GENERAL 3.29) CLARIFICATION. � W a �
4"O.C. BOUNDARIES AND EDGES, 6" O.0 FIELD. CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR
GLUE PLYWOOD TO ALL FLOOR JOIST. 4. EACH PIECE OF STRUCTURAL GLU-LAMINATED LUMBER SHALL BE STAMPED 6. ALL REQUIRED APPROVALS MUST BE OBTAINED FROM THE FIRE HAZARD TO COMMENCING CONSTRUCTION, AND SHALL TAKE ACTIONS TO PROTECT SAID � ,
WITH AN IDENTIFYING NUMBER AND SHALL BE ACCOMPANIED BY A CERTIFICATE (D) NT AGENCIES BEFORE THE BUILDING IS OCCUPIED. N c� ,
8. ALL HORIZONTAL DIAPHRAGMS SHALL BE APA RATED SHEATHING, OF INSPECTION AS REQUIRED BY THE CALIFORNIA BUILDING CODE. THIS STRUCTURAL OBSERVATION DOES NOT WAIVE THE UTILITIES, PERSONNEL AND PROPERTY AGAINST DAMAGE OR INJURY. I 1 �!
RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY THE 2010 7. FIRE AND/OR SMOKE DAMPER ASSEMBLIES, INCLUDING SLEEWES, AND �= ==� t,:
STRUCT.-FLOOR EXP1/EXP OR C-C/C-D/SHEATHING PLYWOOD. 4. CONTRACTOR SHALL ARRANGE FOR IN ADVANCE WITH THE OWNER, fil
11
,
5. INDUSTRIAL APPEARANCE LAMINATED BEAMS MAY BE GROUP WRAPPED, CALIFORNIA BUILDING CODE (CBC). INSTALLATION PROCEDURES SHALL BE APPROVED BY THE INSPECTION SERVICES CONSTRUCTION STORAGE AND STAGING AREAS NECESSARY TO COMPLETE WORK, 1;
9. UNLESS OTHERWISE NOTED ON PIANS,AT ALL ARCHITECTURAL APPEARANCE LAMINATED BEAMS SHALL BE INDIVIDUALLY 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ALLOW A DIVISION PRIOR INSTALLATION. W 11 I
SHEAR WALL LINES,DOUBLE TOP WRAPPED. 2-DAY LEAD-TIME FOR OBSERVATION. ALL STORAGE AND STAGING AREAS SHALL BE RETURNED TO THE OWNER IN "I
PLATE SHALL HAVE MINIMUM SPLICE OF 48" AND NAILED WITH 2 ROWS OF 4) �
LIKE ORIGINAL CONDITION. ��,
16D AT 3" O.0 AT EACH SIDE OF SPLICE. 6. ADEQUATE BRACING SHALL BE PROVIDED DURING ERECTION. M i�
�
R9 �
11
5. THE DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. ALL DRAWINGS ARE I
i",
APPROXIMATE AND ARE GIVEN FOR ESTIMATION PURPOSES, BEFORE I
7. THE GLU-LAMINATED BEAMS SHALL BE FURNISHED AND DETAILED BY A �
1 14-101 �`
I
LICENSED FABRICATOR SPECIALIZING IN THIS TYPE OF WORK. SOILS ENGINEERING NOTES PROCEEDING WITH THE WORK, CONTRACTOR SHALL CAREFULLY CHECK AND JOB NO. I
I r
�
�
,
I
I
,
I
�'
�
t
I
-
,
�'
1,
11
,
,
�
,
I
I
i
I
;
I
. i
1�,
TRUSS NOTES CERTIFY ALL DIMENSIONS AND SIZES AND SHALL ASSUME RESPONSIBILITY FOR I
�
�
; I
1
8. ALL GLU-LAMINATED BEAMS SHALL BE FABRICATED WITH CAMBER AS NOTED THE PITTING OF HIS/HER EQUIPMENT AND MATERIALS TO THE OTHER PARTS I ;
ON DRAWINGS.
::�
1. THE RESPONSIBLE CERTIFIED ENGINEER GEOLOGIST SHALL INSPECT OF THE EQUIPMENT AND THE STRUCTURE. I SHEET TITLE I
�
,
� I
1. ALL DRAG/GABLE TRUSSES SHALL RECEIVE ARY NAILING 9. FOR STRUCTURAL GLUE -LAMINATED TIMBER MEMBERS, AN AITC CERTIFICATION AND APPROVE ALL AND EXCAVATIONS PRIOR TO PLACEMENT OF 11
,
I
FORMS, REINFORCING STEEL OR CONCRETE. IN CASES INVOLVING I 1,�,
ERTIFICATE OF CONFORMANCE ISSUED BY A CURRENT CERTIFIED ENGINEERING FILL A SOIL ENGINEER SHALL PROVIDE THE GENERAL NOTES ",
ICBO APPROVED QUALITY CONTROL AGENCY, MUST BE SUBMITTED TO THE i�
SHEAR WALL'S RIM TO TOP PLATE FASTENING. . BUILDING INSPECTOR PRIOR TO INSTALLATION. 2. VAL. � & SPECIFICATIONS !��,
�,�
,,�
I
,�
�
1 2. CONTRACTOR SHALL PROVIDE CERTIFIED (BY CALIFORNIA PE) CALCULATIONS AND IF THE BUILDING INSPECTOR SUSPECTS FILL, EXPANSIVE SOILS OR I I "I
,
URED TRUSSES AND JOISTS PRIOR TO BUILDING ANY GEOLOGIC INSTABILITY BASED UPON OBSERVATION OF THE I "",M, ....... j ;�11
,
�
11
,
"
FOUNDATION EXCAVATION, A S(OILS OR GEOLOGICAL REPORT, AND ;,� ,
I
,
PERMIT/FABRICATION/ERECTION. ALL TRUSSES SHALL BE CAPABLE OF CARRYING RESUBMITTAL OF PLANS TO C]HECK TO VERIFY THAT THE REPORT �1�
THE DESIGN LOADS IDENTIFIED ON THIS SHEET. THE ENGINEER/ARCHITECT OF L_
-
RECOMMENDATIONS HAVE BEEM INCORPORATED, MAY BE REQUIRED. �
I t_
RECORD SHALL REVIEW AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A �
1 ,I
NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN N.T.S 11
I
SCALE i f��,,
�
. REVIEWED AND HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE G.A.D 1��
DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE 1. NONE I DRAWN BY I ; , :.
I
�11
I ill
,
- INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN CHECKED BY KKK � "
,
-
�,
;�
APPROVED BY THE BUILDING OFFICIAL. - "
�;
"I
I I START DATE 1/7/14 , �_,
��
, I,
� �
�
,
,
��_
I 11,
. SHEET NUMBER �,��
-
I
I �
. �jl
.
1 1
. i��
- =1 ,!�
� I �� � I i,
- I !:�',
I i ��'�
1�
1 15
.1
��
I � , fi
Aw
I
DATE ISSUED
LEGEND:
X 6x POST ® ENDS OF EACH SHEARWALL, OR
3-2x6 STUDS ® OTHER LOCATIONS INSIDE
WALLS W HDU4-SDS2.5. U.N.O.
IN HISS v
Z 3-2x6 STUDS
SHEARWALL
% �` # DATE REVISION BY=
6x POST W/
** 1 HDU4-SDS2.5 (U.N.O.)
2x STUDS
APPX. LENGTH OF SBEaWALL, FOR
SCHEDULE SEE DETAIL 12/S-5
* * = PANEL ON BOTH SIDES.
SIMPSON STEEL STRONGWALL OR
EQUIVALENT. SEE SSW1-SS44 LL
POST PER PLAN OR
2x STUDS
HSS PER
PLAN (SSW - x -)
2x STUD WALL
/
NON -BEARING WALL 1
SIMPSON STEEL STRONGWALL r^
I - - - - - - - EXISTING TO REMAIN
V J
uw
� N
�H 'HEADER, SEE DET. 2/S 5 Cn C
_ r (I� M G
DRAG LINE V C'7 O
---- ---- / / 7
Z
B.O.B. = BOTTOM OF BEAM /�
H.O.R. =BOTTOM OF RAFTER L.
/ L F- 00
B.O.T. = BOTTOM OF TRUSS O � O
Imo•
T.O.P. -TOP OF PLATES / � W � @
PL. IIT. -PLATE HEIGHT
N r-
w w c)
rn
RD. HT. cn RIDGE HEIGHT N
B.O.TJI -BOTTOM OF TJI z o I-
/ -Q
- Z 01-0-
Lo
w JO c
1 z W a Z
w ❑w O
w - C
® z z ..W
--
FOUNDATION NOTES. .,.•-
-Z=❑
1. FOR CONCRETE AND REINFORCEMENT NOTES AND SPECIFICATIONS, SEE •�"" „�.►
�a W Cn O
S-4.
.'- Q
DRAWING S-1, FOR RELIVE. BENDING, SEE DETAIL 9 ..�' �''
/ .. O to 0
SHEAR W INFORMATION - - 2. ALL INF ON IS SHOWN ON SHEETS S 2 AND S 5. W Ln Z
Z
O
3, SLAB SHRINKAGE JOINTS REQUIRED EVERY 400 SQ. FT. SEE 15/S-4. L0
HOLD DOWNS ANCHOR BOLTS DOWELS IN
SERT, SERT, ETC. SHALL BE SECURELY ' O
TIED IN PLACE PRIOR TO POURING CONCRETE, AND FOUNDATION INSPECTION. r ,
V
5. EXPANSION INDEX IS EXPECTED TO BE 20 OR LESS AND HENCE NO SPECIAL r
DESIGN RECOMMENDATIONS ARE PROVIDED. NO SOILS REPORT AVAILABLE FOR
THIS PROJECT.
r
6. FOR FOUNDATION FORMWORK - SEE DETAIL 8/S 4.
7. - FOR SHEARWALL SCHEDULE, SEE DETAIL 12/S 5.
8. A MINIMUM OF TWO ANCHOR BOLTS WILL BE PROVIDED FOR EACH PLATE
LENGTH W ONE BOLT LOCATED "
/ ATED NOT MORE THAN 12 OR LESS THAN 7 BOLT
DIAMETERS FROM EACH END OF THE PIECE.
ALL ANCHOR BOLTS AND HOLDOWNS SHALL BE E
9. TIED IN PLACE PRIOR TO
FOUNDATION INSPECTION.
-
10. FOR STEEL STRONGWALL DETAILS, SEE SHEETS SSW1, SSW2, SSW3 AND SSW4.
CONTRACTOR ' �- _.---
11. RACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES OR FIELD RFI �--- ,.�-
WITHIN A 48 HOUR NOTICE.--
12. SURFACE WATER WILL DRAIN AWAY FROM BUILDING. FOR DRAINAGE PATTERN,
SEE SITE PLAN.
FRAMING NOTES:
1. FOR GENERAL NOTES & SPECIFICATIONS SEE SHEET S-1.
2. FOR SPECIFIC FRAMING DETAILS SEE. SHEET S-4.
3. R -"'
FO BUILDING SECTIONS, SEE ARCH. DWG.�--
4. FOR TYPICAL FRAMING DETAILS, SEE SHEET S-5 AND S-6. "'•
ii
5. AT ALL DRAG LINES, PLYWOOD SHEATHING SHALL HE APPLIED TO SIDES OF
FESSjp i��
FRAMING MEMBERS TO BRING LATERAL LOADS DOWN TO WALL PLATE.
6• TOP AND BOTTOM VERTICAL MEMBERS AT ENDS OF SHEARWALL, ON EACH ,---
FLOOR LEVEL SHALL BE CONNECTED BY MSTA36 IN EACH OF THE 1 r r 4
Oe
ORTHOGONAL DIRECTION..
�- 26,t54 y
r
`.� , 1XP. 8/3Q/15 Z
**7. ALL HEADER BEAMS ABOVE DOOR OR WINDOW OPENINGS VER
FOR ELEVATIONS. IFY WITH ARCH. r Y �* *;
8. PROVIDE 6x POST UNDER ALL GIRDER TRUSS SUPPORTS
11
i
��,
9. FOR STEEL STRONGWALL DETAILS, SEE SHEETS SSWl, SSW2, SSW3 AND SSW4. pF CALZ�
i
11 1
O1 14 2014
� r
r
r r
SHEARWALL NOTES. r
1. AIL SHEARWALLS SHALL BE CONTINUOUS FROM THE FOUNDATION SILL TO /
THE ROOF SHEATHING.
r
2. ALL SHEARWALLS SHALL BE STRUCTURALLY CONNECTED TO A CONTINUOUS
r
CONTRACTOR TO r
PLATE LINE OR DRAG STRUT THAT IS STRUCTURALLY CONNECTED TO THE Y r r CONFIRM SHEAR r
ROOF SHEATHING. SEE DETAIL CALL -OUTS ON THIS SHEET ROOF / WALL AT THIS LOCATION
� r r
FRAMING PLAN AND ROOF FRAMING DETAILS. r r
3. ALL PLYWOOD SHEARWALLS SHALL BE BLOCKED AT ALL EDGES WITH 2x OR
r 3 3
1 - A
4x BLOCKING. SEE PLYWOOD AND SHEARWALL SCHEDULE FOR DETAILS. / 1
HALL BE CONTINUOUS BETWEEN HOLDOWNS ESPECIALLY r 4 SHEARWALLS S r r r r
THROUGH CONNECTING WALLS. WHERE NECESSARY, .THE SHEARWALL
r
PANELING SHALL BE INSTALLED PRIOR TO FRAMING A CONNECTING WALL r, r r r r U
INTO THE SHEARWALL. /
5. THE HORIZONTAL WIDTH OF EACH SHEARWALL PANEL SHALL NOT BE LESS
THAN SHOWN ON THE SHEARWALL PLAN. .i' 23 5
6. WHERE TWO PANEL EDGES ARE COMMON TO THE SAME FRAMING MEMBER,
Yj 1p .,,..-
THE NAILS SHALL BE STAGGERED. �„_ ..-G
7. NAIL HEADS SHALL NOT PENETRATE SURFACE LAYER OF PLYWOOD SHEARWALL.
1 rr 6
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROPERLY SET
THE NAILING MACHINE. WHERE NAIL HEADS PENETRATE, CORRECTIVE MEASURES
SHALL BE IMPLEMENTED. , 6 10
8. PHD HOEDOWNS STRAPS SHALL BE CONNECTED TO STUDS USING THE FOLLOWING
MAXIMUM NAIL SIZES.
1 � T
4x POSTS OR LARGER ------ 16d COMMON NAILS r ...�' "�
-- 10
DOUBLE 2x STUDS ---------- lOd .COMMON NAILS +''" ,�--- 2
DO NOT USE VINYL SINKERS OR BOX NAILS .•�' �.-- _
NAILS SHALL BE INSTALLED STRAIGHT AND NO CLOSER THAN 3/4 FROM EDGES. '''10
...► r
EACH HOEDOWN STRAP SHALL BE .PRECISELY CENTERED ON DOUBLE 2x STUDS. ,,,,.• _--- r ---- � .,.,.. -
STUDS THAT SPLIT DURING INSTALLATION SHALL BE REMOVED AND REPLACED. r
9. WHERE PANELS ARE APPLIED ON BOTH FACES OF WALL AND NAIL SPACING �� r
1
IS LESS THAN B O.C. PANEL JOINT SHALL BE � 1 OFFSET TO FALL ON DIFFERENT 10
l..r r r'
r 1 r r
FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS r _ 5 � r O
ON EACH SIDE SHALL BE STAGGERED IN CONFORMANCE WITH CBC STANDARDS. r t 1 -
10. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND
NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2" O.C. IN COMPLIANCE , r
WITH CBC STANDARDS
11. NAILING ON FRAMING WITH ADJOINING PANELS SHALL BE STAGGERED. '! 2
12. ALL VALUES ARE FOR COMMON NAILS. BOX, VINYL SINKERS OR ANY OTHER
STYLE OF NAIL SHALL NOT BE USED
r
13. FOR OTHER SPECIFICATIONS, SEE GENERAL NOTES AND SPECIFICATIONS;
SHEET S-1. --C � 16 �
N
14. ALL OPENINGS FOR DUCT WORK SHALL BE REINFORCED WITH BLOCKING o 1
AND EDGE NAILING.
15. ALL EXTERIOR WALLS ARE CONSIDERED DRAG LINES. -." .,--- 1i ''%
18. CONTINUOUS LINK WITH MSTA 38 STEEL STRAPS. _ _
CONTINUOUS BOUNDARY NAILING ALONG ROOF SHEATHING. 4
8
17. ALL SHEARWALLS SHALL HE STRUCTURALLY CONNECTED TO THE ROOF ,,..-- 2
(SSW24s10)
SHEATHING THROUGH A CONTINUOUS PLATE LINE OR DRAG LINE.
1 �
18. ROOF SHEATHING SHALL BE BOUNDARY NAILED ENTIRE LENGTH OF WALL ..-�
ALL SHEARWALL PLATE LINES AND DRAG LINES. SHEARWALL PLATE LINE
AND DRAG LINES SHALL BE CONTINUOUS ENTIRE LENGTH AND SHALL BE E , ,...►
CONNECTED WITH STEEL STRAPS AT ALL BREAKS. , , r --" ...--•
19. ALL .STEEL STRAPS FOR THE PURPOSE OF CONNECTING DRAG LINES SHALL
BE INSTALLED IN A STRAIGHT LINE AND PRE -TENSIONED. BENDING,
r' t
CURVING AND TWISTING OF STRAPS SHALL NOT BE ALLOWED. STRAPS THAT
W
IMPROPERLY INSTALLED SHALL BE REMOVED AND REPLACER
ARE IMPR
20. ALL OPENINGS FOR DUCT WORK SHALL BE REINFORCED WITH BLACKING D
AND EDGE NAILING. O r
21. ALL OPENINGS IN SHEARWALLS SHALL BE REINFORCED BY BLACKING AROUND THE
I
OPENING, WITH 2x FRAMING AND IF OPENING IS BETWEEN 3 -D AND 6 -0 . END
1
POSTS OR DOUBLE STUDS SHALL, BE ADDED.
I
31
_.
(SSW24x1o)
LL Ai
J
C
PLAN
10 -7 33 -0
0 u
3
3 '
_ 3
1 - 2.1 SCALE N.T. S
DRAWN BY
G.A.D
CHECKED BY K.M.K
F __-
OUNDATION PLAN _ ,
...,._........,._..,_.,..,._.,,._.,,._,®,..,...,.,....,,.,.,.,,,,._ 1 7 14
"_ , .,
SCALE: 1(4 -1-0 START DATE
SHEET NUMBER
CONTRACTOR TO VERIFY AL
L
DIMENSION ON FOUNDATION _.NORTH
0
PER ARCHITECTURAL PLAN. 1
r
i
w,
I .
I
I
LEGEND.
X 6x POST® ENDS OF EACH SHEA
RWALL, OR
3-2x6 STUDS ® OTHER LOCATIONS INSIDE
j WALLS W HDU4-SDS2.5. U.N.O.
i
HSS
3-2x6 STUDS
SHEARWALL
r '�~
� 6z POST W/
* # 1 HDU4-SDS2.5 (U.N.O.)
2x STUDS
D �
APPX. LENGTH OF SHEARW ALL, FOR
SCHEDULE SEE DETAIL 12/S-5
J
= PANEL ON BOTH SIDES.
SIMPSON STEEL STRONGWALL OR
D
EQUIVALENT, SEE SSW1-SS44
POST PER PLAN OR
2x STUDS
HSS PER -
PLAN SSW - x -
( )
2x STUD WALL
NON -BEARING WALL
:D
SIMPSON STEEL STRONGWALL i
i
I - - - - - - - EXISTING TO REMAIN
H HEADER SEE DET. 2 S-5
DRAG LINE
B.O.B. = BOTTOM OF BEAM
B.O.R. =BOTTOM OF RAPIER
B.O.T. = BOTTOM OF TRUSS
T.O.P. = TOP OF PLATES
PL. HT. -PLATE HEIGHT
RD. HT. = RIDGE HEIGHT
i
H.O.TJI = BOTTOM OF TJI
i
i
FOUNDATION NOTES. i
1. FOR CONCRETE AND REINFORCEMENT NOTES AND SPECIFICATIONS SEE
DRAWING S-1 FOR REINF. BENDING SEE DETAIL 9 S-4.
2. SHEAR WALL INFORMATION IS SHOWN ON SHEETS S-2 AND S-5.
r
HRI GE JOINTS REQUIRED EVERY 400 S . FT. SEE 15
3. SLABS SHRINKAGE S-4. Q R /
4. HOLD DOWNS, ANCHOR BOLTS, DOWELS INSERT, ETC. SHALL BE SECURELY
A TIED IN PLACE PRIOR TO POURING CONCRETE, AND FOUNDATION INSPECTION.
5. EXPANSION INDEX IS EXPECTED TO BE 20 OR LESS AND HENCE NO SPECIAL
DESIGN RECOMMEN
DATIONS ARE PROVIDED. NO SOILS REPORT AVAILABLE FOR
THIS PROJECT.
6. FOR FOUNDATION FORMWORK SEE DETAIL 8 S-4.
7. FOR SHEARWALL SCHEDULE, SEE DETAIL 12/S-5.
8. A MINIMUM OF TWO ANCHOR BOLTS WILL BE PROVIDED FOR EACH PLATE
LENGTH W/ ONE BOLT LOCATED NOT MORE THAN 12 OR LESS THAN 7 BOLT
DIAMETERS FROM EACH END OF THE PIECE.
9• ALL ANCHOR BOLTS AND HOEDOWNS SHALL BE TIED IN .PLACE PRIOR TO
FOUNDATION INSPECTION.
10, FOR STEEL STRONGWALL DETAILS, SEE SHEETS SSWl SSW2, SSW3 AND SSW4.
' 11. CONTRACTOR TO NOTIFY ENGINEER -0F ANY DISCREPANCIES OR FIELD RFI
_• --
WITHIN A 48 HOUR NOTICE. ...►� -
12. SURFACE WATER WILL DRAIN AWAY FROM BUILDING. FOR DRAINAGE PATTERN,
SEE SITE PLAN.
I' I
I
FRAMING NOTES:
L FOR GENERAL NOTES &SPECIFICATIONS SEE SHEETS 1.
2. FOR SPECIFIC FRAMING DETAILS SEE SHEET S-4.
3. FOR BUILDING SECTIONS, SEE ARCH. DWG.. --- �--
4. FOR TYPICAL FRAMING DETAILS, SEE SHEET S-5 AND S-6. "
5. AT ALL DRAG LINES, PLYWOOD SHEATHING SHALL BE APPLIED TO SIDES OF
FRAMING MEMBERS TO BRING LATERAL LOADS DOWN TO WALL PLATE.
6. WALL ON EACH
TOP AND BOTTOM VERTICAL MEMBERS AT ENDS OF SHEAR
FLOOR LEVEL SHAIJ, BE CONNECTED BY MSTA36, IN EACH OF THE
ORTHOGONALDIRECTION..
i%
*07. ALL HEADER BEAMS ABOVE DOOR OR WINDOW OPENINGS VERIFY WITH ARCH.
FOR ELEVATIONS.
8. PROVIDE 6x POST UNDER ALL GIRDER TRUSS SUPPORTS
t
i/
9. OR STEEL STRONGWALL DETAILS SEE SHEETS SSW1 SS W2 SSW3 AND SSW4.
F ,
t
D
SHEARWALL NOTES. , � C _,._ --� t ' � ROOF DIAPHRAGM .SHALL BE 15/32
SHALL BE CONTINUOUS FROM THE FOUNDATION SILL TO /
� � SHEATHING, 24/16 SPAN RATING, W/
1. ALL SHEARWALLS .,..-
OOF SHEATHING. , , , "
THE R V
lOD .COMMON NAILS � 4 O.C.
2. ALL SHEARWALLS SHALL BE STRUCTURALLY CONNECTED TO A CONTINUOUS
»
Y CONNECTED To THE � , BOUNDARIES AND 6 O.C. EDGES //UNO
PLATE LINE OR DRAG STRUT THAT IS STRUCTURALLY � � l
-
ROOF SHEATHING. SEE DETAIL CALL OUTS ON THIS SHEET ROOF
D ROOF FRAMING DETAILS.
t
FRAMING PLAN AN 11
S SHALL BE BLOCKED AT ALL EDGES WITH 2x OR
3. ALL PLYWOOD SHEARWALL
4x BLOCKING. SEE PLYWOOD AND SHEARWALL SCHEDULE FOR DETAILS. /
11
4. SHEARWALLS SHALL BE CONTINUOUS BETWEEN HOLDOWNS, ESPECIALLY
NECESSARY, THE SHEARWALL , 12 4 -8 Al
THROUGH CONNECTING WALLS. WHERE NE
N
PANELING SHALL BE INSTALLED PRIOR TO FRAMING A CONNECTING WALL
INTO THE SHEARWALL. D 12 SIM.
NOT BE LESS , O , H
5. THE HORIZONTAL WIDTH OF EACH SHEARWALL PANEL SHALL � , , _ , ❑
1 -5
THAN SHOWN ON THE SHEARW
ALL PLAN. D 2 H 1
12 (ssw24xlo)
SIM.
6. WHERE TWO .PANEL EDGES ARE COMMON TO THE SAME FRAMING MEMBER, , � ' ' ❑
/ -
THE NAILS SHALL BE STAGGERED. -6
6
7. NAIL HEADS SHALL NOT PENETRATE SURFACE .LAYER OF PLYWOOD SHEARWALL.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROPERLY SET "� i
..,- �.-- ' , SIM. I
THE NAILING MACHINE. WHERE NAIL HEADS PENETRATE, CORRECTIVE MEASURES D
SHALL HE IMPIJ;MENTED. ' 1 ❑
12
8. PIID HOEDOWNS STRAPS SHALL BE CONNECTED TO .STUDS USING THE FOLLOWING
MAXIMUM NAIL SIZES.
R
SIM.
4g POSTS OR LARGER ------ 16d COMMON NAILS i1
li----------10d COMMON NAILS
DOUBLE 2x STUDS
DO NOT USE VINYL SINKERS OR BOX NAILS) i
-1
NAILS SHALL BE INSTALLED STRAIGHT AND NO CLOSER THAN 3 4 FROM EDGES
t
EACH HOEDOWN STRAP SHALL BE PRECISELY CENTERED ON DOUBLE 2x STUDS.
STUDS THAT SPLIT DURING INSTALLATION SHALL BE REMOVED AND .REPLACED. `--- ,---• �., �-- 1
PLIED ON BOTH FACES OF WALL AND NAIL SPACING I 0
C
i I I i I
9. WHERE PANELS ARE APPLIED �' 24 14
LESS THAN 6 O.C. PANEL JOINT SHALL BE OFFSET TO FALL ON DIFFERENT O
IS t � 1 - � _
1
NAILS t � -- , I
FRAMING MEMBERS OR FRAMING SHALL BE 3 NOMINAL OR THICKER AND , j
STANDARDS.
14
.T �
RED IN CONFORMANCE WITH CDC B ON EACH SIDE SHALL BE STAGGERED ,..1
10. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3 NOMINAL OR WIDE
R AND ' , LJ"
A.Ig '""
2 O.C. IN COMPLIANCE OR
6 „
BE STAGGERED WHERE NAILS ARE SPACED D
NAILS SHALL F
13 L
1 +S_
WITH CDC STANDARDS '
11. NAILING ON FRAMING WITH ADJOINING PANEL
S SHALL BE STAGGERED.
1 !
1 i �11
COMMON NAILS. BOX VINYL SINKERS OR ANY OTHER I I I I 1 I I I I I I ( I I 12. ALL VALUES ARE FOR C
STYLE OF NAIL SHALL NOT BE USED.
13. FOR OTHER SPECIFICATIONS, SEE GENERAL NOTES AND SPECIFICATIONS, , C- -c oRjY
SHEETS_1. 6 .,..
I_
I I I I I i I I 1
14. ALL OPENINGS FOR DUCT WORK SHALL BE REINFORCED WITH BLOCKING
.-
D EDGE NAILING.
15. ALL EXTERIOR WALLS ARE CONSIDERED DRAG LINES.
1�
11
16. CONTINUOUS LINK WITH MSTA 38 STEEL STRAPS. NAILING ALONG ALONG ROOF
SHEATHING. -- -
CONTINUOUS BOUNDARY N
CONNECTED TO THE ROOF
17. ALL SHEARWALLS SHALL BE STRUCTURALLY(
.._-- 12 ssWz4xlo
SHEATHING THROUGH A CONTINUOUS PLATE LINE OR DRAG LINE , � I
1 ( )
I
i i
18. ROOF SHEATHING SHALL BE BOUNDARY NAILED ENTIRE LENGTH OF WALL
TI® 4 0..
PLATE LINE
, „
ALL SHEARWALL PLATE LINES AND DRAG LINES. SHEARWALL .,.-- `3
B.�.T JI-10 0
TIRE LENGTH .AND SHALL BE jy' L
AND DRAG LINES SHALL BE CONTINUOUS EN
CONNECTED WITH STEEL STRAPS AT ALL BREAKS.
pa
19. ALL STEEL ST
RAPS FOR THE PURP
OSE OF CONNECTING DRAG LINES SHALL
BE INSTALLED IN A STRAIG
HT LINE AND PR E TENSIONE D. BENDING
CURVING AND TWISTING OF STRAPS SHALL NOT BE ALLOWED. STRAPa
S THAT
w
� 14
E IMPROPERLY INSTALLED SHAIJ. BE REMOVED AND REPLACED.
ARE I
OPENINGS FOR DUCT WORK SHALL BE REINFORCED WITH BLOCKING
.1
D
20 ALL O 02
AND EDGE NAILING. .-i
21. ALL OPENINGS IN SHEARWALLS SHALL HE REINFORCED BY BLOCKING AROUND THE
- it
-
OPENING, WITH 2x FRAMING AND IF OPENING IS BETWEEN 3'0" AND 6'-0" END
001
POSTS
OR DOUBLE STUDS SHALL BE ADDED.ILD i
- I
SSW24x10
H
1
V
1101-7py
11
11
it
C d
t �
DATE ISSUED
# DATE REVISION BY
x
euFFm mrmT.F
1
C
1 PLYWOOD SHEATHING
WHERE OCCURS
1— EXTERIOR FINIS
2- EXTERIOR FINIS 1 H
H �O
3- 2x6 STUDS AT 16" O.C. _ „ 2
2- 2x6 STUDS ® 16" O.C.
1 1 4 .CONCRETE SLAB .WITH 1- 2X STUDS ®16 O.C.
3 @ 18" O.C. 3- PLYWOOD SHEATHING
4 INTERIOR FINISH OR # �
7 w 4 WHERE OCCURS 2- 2X P.T.D.F. PLATE WITH
2 EXTERIOR PLYWOOD _ „ ' ...SIMPSON SSW »
2 5 8 GYPSUM BOARD
4 — / GARAGE � 4- PER PLAN 7/32 DIA. X 3 1/2
5 2x P.T.D.F SILL WITH 2x P.T.D.F SILL WITH
3- 2x STUDS ® 16 O.C. 3 » » SHOT PINS ® 32 O.C.
5/8 0x14 ANCHOR ° 5/8 0x12 ANCHOR
3 » » » 8 ° BOLTS W 3 x3 x0. » WITH 14; GAGE WASHERS
BOLTS W 3 x3 x0�.229 S 2 8.. • / 229 SQ.
/ » Q' 4- 4— INTERIOR FINISH • = z » 6 AND FIRST 2 PINS
WASHER AT 36 D.C. AND
m WASHER AT 36 O.C. AND „
T
. • . � • '° � ° • • � » PLACED 6 AND 10
5 12" MAX. FROM ENDS OF 5— 2x P.T.D.F SILL WITH ° ° 12 MAX. FROM ENDS OF 1 1 2; ® „ SLAB
HOUSE 3 » b ® ® ;. MUD SILL UNLESS / 6 CURB PER 1 FROM PLATE ENDS. USE
MUD SILL UNLESS 5/8 0x14 ANCHOR GARAGE
OTHERWISE NOTEID ON BOLTS W 3"x3"x0.229" S ° a a OTHERWISE NOTED ON APRON PLAN - SHOT PINS ®32 O.C.
Z / Q ° ° PLANS WHERE OCCURS 3— REINF. CONCRETE SLAB
X � j FINISH PLANS WHERE OCCURS 1 5 w GARAGE WASHER AT 36 -0.C. AND NAT.
rN
a 12" MAX. FROM ENDS OF GRD. ° z
° • ' ' co '-' 5 REINF. CONCRETE SLAB e w 3 2
co 1 MUD SILL UNLESS a • a • •
6- 2 SAND OVER 10„MIL. � .°, » • ed c rx
VISQUEEN OVER 2 SAND OTHERWISE NOTED ON 6 #3 ® 18 w
n � - 9 �-4—A .0 . PLANS WHERE OCCURS 5 ° e ` a x
p 6 2 5 REBAR CONTINUOUS w m a v
v d n ° d '° # • • • a • Q• • v
7- 2-#5 REBAR CONfTINUOUS AT TOP AND `BOTTOM �
a0 a •. a 6- 2 SAND OVER 10 MIL. g 4 v ® a
r_1 TOP AND BOTTOM[ a x � » a w
v VISQUEEN OVER 2 SAND „ �'' a 7- ISOLATE SLAB FROM STEM NAT.
° 12 c /LG �®
D 8- 4 CONCRETE SLAB WITH i a NAT. 7- 2— 5 REBAR CONTINUOUS
WALL RD.
u . 3 ® a
MffJWM ",
# 18 EA. _ WAY OR 6 A GRD. AT TOP AND BOTTOM 18" 8- #3x24" DOWELS ®. v
I. 1�' ►I 9— 1—#4 T & H _ 12 MP
3" CLR. a a
TYP 7
( )
12 e W
N
r^ �
v! 0
Z U
�— o0
EXTERIOR BEARING FOOTING_,( - 0
HOUSE TO GARAGE EXT. BEARING GARAGE CURB GARAGE APRON NONVI BEARING WALL DETAIL ❑ o �. Q
SCALE: N.T.S SCALE: N.T.S SCALE: N.T.S SCALE: N.T.S �, SCALE: N.MS W ti
O N @
UJ W U) M M
M N
Z ' 0 Q co �
Z � 3 _J
„ W J
/ 0^
2 1 2 MIN 6d z W M Z
. » »
d #3x18 DOWELS ®18 O.C. ❑
D D » W w 0
D D WITH 6 MIN. EMBEDMENT W _ cD
0
z
(E) SLAB WITH NON -SHRINK z • W
•
EPDXY GROUT — Z = ❑
. ..• .
D-6d FOR #3 #7 ... •� a': '. .. .. ... a. :. — �
1- #4 TOP BAR PER PLANS --- • Q O
12 MIN _ _ g ,,' . ••_•: a.' • . .'� •
- U.N.O D-Sd FOR #8 # - = - -• _ U
1 STRAP PER PLAN _ U
„ BAR BENDING D-10d FOR #10-#11
„ 2- #4 ADDITIONAL BAR X 5 1 2 MIN. ACCESS (EITHER LOCATION
2- 2 2X4 s W 1 2 » � ) � Wp LO Z
�) / / 6 -0 LONG BENT AT B Fo MWORK 7 � 0
CENTER AT PA STRAP CUR R Z 0
PLYWOOD FOR FURRING 6 5 (N) SLAB �"'�
OR 4x POST SEE PLANS o 3- #4 BOTT. BAR PER
CONDITION AT EXTERIOR
O
PLANS U.N.O. 2g5 MIN. CONT. PLANK 10d
3 PER MFR s SPECS. o '. E
U
_ CONST. JOINT. OPTIONAL
4 3 HOOKED TO BOTT. • . " •. . • • •
#
1 8 BAR AND MIDDLE BAR '' FORMS 4— FOOTING PER TYPICAL » D "
o LOCATED 3 AWAY FROM
DETAIL ON PLANS : .
PA STRAP (2—TOTAL ' ::
• :: •: .. .a .: <.
5 o PER PA STRAP) HPAHD22 2P INSTALLATION 10d
CUT BACK
WITH BEND/EMBEDMENT.
5 HPAHD22-2P (2—POUR) sPALL U_ _ ...
HPAHD22 (1-POUR)
LINE AT TOP OF CONC. STRAP ON 4X6 POST AT PIER & BEAM TIES
a CORNER CONDITION WIDTH SHOWN ON PLAN+2"
6— ALL OTHER STRAPS MUST
UNFORME
" 3 2 4MIN. TO EDGE OF n FORME F
BE INSTALLED WITH �- 6— / ..
.. �__ �r •
STRAP
:.
BEND/EMBEDMENT LINE 7- PER MANUFACTURER THIS SPLICE SHALL
AT COLD JOINT BETWEEN
NOTES: BE TYPICAL
SLAB AND FOUNDATION 8 TOP OF CONCRETE I- Od 24 MI
FOUNDATION CONCRETE MAY BE PLACED IN NEAT EXCAVATIONS, ( ) EXCEPTWHERE �
2 PROVIDED THE TRENCH WALLS ARE STABLE.
WHEN SIDES OF FOOTINGS PADS ARE FORMED PADS & STEM CONCRETE DETAILED OTHERWISE
7 17 q 3 2 3. MAY BE POURED MONOLITHICALLY.
STAKES ARE NOT PERMITTED WITHIN FOOTINGS SECTION.
5d(24"MIN)
WIRE TOGETHER ..
MASONRY
... • '
. .° ..
H
f
BAR SPLICE a
()
E CONIC. FDNS.
HOLDOWN INSTALLATION HOLDOWN INSTALLATION AT CORNER FOUNDATION FORMWORK TYPICAL REBAR BENDING TO N CONC. FDNS.
SCALE: N.T.S SCALE: N.T.S SCALE: N.T.S V SCALE: N.T.S aJ SCALE: N.T.S 10
r'ES.S1 SjG
M�26
*:
AN -
PLYWOOD � '��d'?�, 04�=
EN of C::LZ'c,,,.
SHEATHING
EN N O1 14 2014 : .
E PARAPET PARAPET
- : F
(WHERE OCCURS) (WHERE OCCURS)
EN EN EN EN EN EN
EN EN EN The contractor shall verify and
EN EN be responsible for all dimensions
EN EN
FIRST POUR SECOND POUR / / / / / / / and conditions on the job and
this office must be notified in
..
/ I / I I / I I / I I / I I I ( / I writing of any variation from the
EN EN TJI / I / / / / / i
/ dimensions and conditions shown
STOP REINF. EACH SIDE OF JOINT Y 9
/ b these drawin s
1 5/8 x2 5/8 KEY I L - 6x6/6x6 WWM OR #3 ® 24 EA. WAY
TJI % EN EN
- J
2 A35/BLK. TJI
4 LK G
. . °. Q : a ' - TJI
r—x : ° x-3c=x—x�x�x—x x=x—x—x—x---x�a �x= , ,
SHT G 2x 2-A35/B
° ° ° 4• — EN
— ° �, ° .. • •— — � PLATES
I -III =-- . . a • ; ,.. ' • ,. • •, •• . - -I I I- 2x6 STUD 0
2x BLOCK W/ v \ / WALL o
„ 2x STUD /\
5 SMOOTH DOWELS @ 24 O.C. 2-A35 BLK \ / 4
# / WALL i \ X � Q
GREASE ' ONE END - - BEAM 2x6 - - STUD / \ o
BEAM / \
\ / (WHERE OCCURS)
WALL _ _ o z
„ „ \/ WHERE OCCU S
1'-6" MIN. Ilk8 /\ ( R )
BEAM
2x STUD
- - WALL
(WHERE OCCURS)
(WHERE OCCURS) Q a CO
Q
O
CONSTRUCTION JOINT
0
Q
❑ Q
CONNECTION DETAIL CONNECTION DETAIL CONNECTION DETAIL CONNECTION DETAIL „.,
SCALE. N.T.S SCALE. N.T.S 1 SCALE: N.T.S SCALE: N.T.S CC
Q p
W a
REMOVABLE PLASTIC JOINT STRIP
V�
OR SAW CUT JOINT WHICH MUST nn nn n�
BE MADE WITHIN 24 HR5 OF
u
x POURING OF SLAB. o
a
lfJ 9 •. d 4 �
Mix-x a x-x-x
W
°
A
a
III —III —III— :
u
WEAKENED PLANE
JOB NO.
14-101
SHEET TITLE
NOTE:
STRUCTURAL
1. ALL SLAB REINFORCING STEEL ARE AS CALLED FOR ON PLAN.
DETAILS
2. PROVIDE CONSTRU
CTION JOINT AND WEAKENED PLANE AS CALLED
FOR BY SPECIFICATION OR AS SHOWN ON PLAN, BUT NOT TO
EXCEED SPACING OF 20 -0
SCALE
N.T.S
DRAWN BY
G.A.D
CHECKED BY
K.M.K
7
START DATE
1/ /14
ER
SHEET NUMB
T DETAIL CONNECTION
TYP. SLAB -ON -GRADE DETAILS CONNECTION 1 O DETAIL CONNECTION DETAIL CONNECTION DETAIL
, 1 SCALE: N.T.S % Q Q
. SCALE: N.T.S � V SCALE. N.T.S � / SCALE: N.T.S � V SCALE: N.T.S � V
9'4
—
-
'
' I
TOP OF PLATE DATE ISSUED
- 8 8 11 1 11 1g 2 2 2 1.- TOP OF SLAB OR FOUNDATION 15.- 2X KING STUD. USE DBL. WINDOW OPENING
WALL PER PLAN. KING STUD ® OPENINGS -SIMPSON ST DOOR OPENING
2.- ANCHOR BOLTS PER PLAN: OVER 8'-10" WIDE, U.N.O. STRAP (TYP.) SIMPSO A35
4 •_ ..... .. ... MAX. SPACING: 72" O/C 16. HEADER PERPLAN CLIPS TYP.)
AND WITHIN 12" OF SIIJ, ENDS; 17.- CRIPPLE STUDS ®18" i
° MIN. (2) A.B.'S PER PIECE O/C U.N.O.
7 2 2 2 OF SILL PLATE (U.N.O.) 18.- ATTACH HEADER TO DO Da
3.- 2X SILL PLATE TRMMER & KING STUD W/ o ° ° ° ° o o ° ° ° ° o ° °
4.- 2X STUDS @16" O.C. U.N.O., SIMPSON A34 EA. END,
2 „ °XO0
° W/ (2) 16d END NAILS OR OPENINGS OVER 10 -Oi °
2 2 24- 8d TOE NAILS EA. END WIDE (U.N.O.)
CLEAR OPENING HEADER SIZE REMARKS ° ° TO TOP &SILL PLATES. 19. 2X WINDOW SILL, U.N.O. TO 4 -0" 4X4 OR 4X6 3 3° ° # DATE REVISION BY
5.- CORNER STUDS OR POST 20.- (2) 16d FACE NAILS OR (3) 4'-0"° PER PLAN. 8d TOE NAILS U.N.O. Z6.- 21.- � " ....... z (2) 2X TOP PLATE, NAILED (2) 16d END NAILS PER 2
6'-1" TO 8'-0" 4X8 OR 6X6° TOGETHER W/16d ®16" OFHEADER DEPTH 8'-1" TO 10'-0" 4X10 OR 6X8 USE DBL. TRDdMERS
0 C U.N.O. _ HEADER ° / 22. PLYWOOD SHEAR PANEL HEADER n 6 ° 7.- AS A TEMPORARY BRACYNG, USE PER PLAN (SEE PLAN) (SEE PLAN) 10 -1 TO 12 -0 4X12 OR 6X10 USE DBL. TRIMMERS °°4 iX4 OR 1X6 DIAGONAL LET -IN - 12'-l" TO 14'-0" 4X14 OR 6X1 °° BRACE. ®E 23. TRIMMER ®SHEAR PAINEL r 2 USE DBL. TRIMMERSA. CORNER (OR PER PLAN 14'-1" TO 16'-0' 4X16 OR 6X14 USE DBL. TRIIRS 4NEAR THE CORNS ° R) & ® 24.- POST END OF SHEAR 16'-1" TO 18'-0" 6X16 USE DBL. TRMAX. 25' INTERVALS; ALT: PANEL PER PLAN ° ° ,
SIMPSON WB STRAPS, 25.- 5SHEAR PANEL EDGE MAIL Gr° ° °INSTALLED IN PAIRS PER SCHEDULE SDJPSON 3T ° ° ° ° ° ° °
1 8 8.- NAIL BRACE TO PLATES, 26.- SHEAR PANEL FIELD NAIL'G STRAP TYP.
30 2 3 29 STUDS, & BLOCKING W/ (2) (TYP.) w
WALL FRAMING ELEVATION PER SCHEDULE w
8d ® EA. BR G 27.- USE 3X STUD ® PANEL v� NOTE. 1. USE ABOVE SCHEDULE SIZES ONLY WHERE SIZE
9.- MIN. 45 MAX 60 ;BRACE JOINT IF SHEAR PANEL;
IS NOT INDICATED ON PLANS OR DETAILS.
TO COVER MIN. 3 STUD 2. PROVIDE 2X TIMIMER AND KING STUD TYPICAL _ ' O `EDGE NAILING IS SPACED ® 1. R/R OR TRUSSES 3.- PLYWOOD W/E.N. TO 5.- SIIMPSON MSTA38 7.- PRIVIDE BLK G
26 2 SPACES. 2"- O.C., STAGGER NAILS U.O.N. NAILING PER NAILING SCHEDULE. (PROVIDE R/R OR 2X LEDGER STRAP BOTH SIDES BETWEEN ROOF RAFTERS
10.- TOP PLATE SPLICES TO
4 4 4 28.-EXTEND PLYWOOD ABOVE TRUSSES TO STACK 4.- 2X LEDGER W/16d s 8.- CHIMNEY CHASE TRUSSES W/E.N.
2 3 2 OCCUR DIRECTLY ABOVE TOP PLATE IF INDICATED ON EACH SIDE) AT 6" O.C. TO BLK'G
3 STUD OR POST & SHALL SINGLE OR DO LE - BETWEEN STUDS FRAMING
3 3 31 " PLAN OR DETAILS _ - FT
2. 2X BLK'G TYP.
LAP MIN. 48 - FORTRIMMER (SE P
2 3 11.- (2) l6d END NAILS EA. SIDE
29•- HOLDOWN OR POST ANCHOR - - P-0, P-I, E
JOINT ® SPICE LAPS & PER PLAN
INTERSECTING PARTITIONS 30.-INSTALL POST ANCHOR PER I
5 3 2 2 2 12.- IN BLOCKING AS REQUIRED PLAN ON OUTSIDE FACE OF
4 2 3 2 3 3 - PLYWOOD SHEAR PANEL
PER U.B.C. U.N.O. EDGE NAILING FUIL17
13.- OPENING WHERE OCCURS EDGE EAILJNG FULL HEIGHT HEIGHT OF SHEAR PANEL
CORNER STUDS WALL INTERSECTION SHEAR WALL INTERSECTION CORNER 31.- NAIL CORNER & MULTIPLE OF SHEAR PANEL
CO @SHEAR WALL 14.- 2X TRIMMER W/ 16d ®12" STUDS TOGETHER W/18d 4X MIN. AT HOEDOWNS 4X .MIN. AT HOEDOWNS
O/C STAGGERED TO KING ® 12" O/C STAGGERED �^
V J
STUD U.N.O. ROOF FRAMING PERPINDICULAR & PARALLEL TO STACK
TYPICAL WALL ELEVATION AND HEADER SCHEDULE 3 W
WALL FRAMING DETAILS SCALE: N.T.S. �^ �., N
SCALE: N.T.S. SCALE: N.T.S. _ 2
VJ M
(7 c� O
fl Z 3 4 8 8 ` •
2 TOP �/
00 J
PLATES
LL ~ 0
::) 0
MARK TYPE SPLICE
SHEAR W
r
Ll
20
PLATE WASHERS
� N . R PLYWOOD
. 0 7 VALUE _ 1
UP
_ uE
PER PLATE 4 0 _ (#) ANEL E CO MIN. LAP BETWEEN G N UPPER
E PLATE
4 0 MIN. LAP BETWEEN TYP. 4X6 MIN. W W i �'41�I,AYO OUT 2 6
(MIN.) 7 2 8 1
CM N BUTT JOINT UPPER AND LOWER PLATE BUTT JOINT 9 i 4" UPPER AND LOWER PLATE APPER PLATE OVER 1 1 8 -18d NAILS 117#
MR. 3X6 MIN.) LOWER Q Cfl
7
PLAT 1 3 1 3 2 7� L � J
iiiTTTTTTTTTTTTTI2 1 30 -16d NAILS 1397#V 5 18 i2 FIELD NADING AT Z IY C
ALL INTERMEDIATE
3 1 12 -16d NAILS 1676# 15 SUPPORT 4 .. ° .. ° > 7 .. ° .. ... W
1 __ Z W a� Z
ELEVATION ELEVATION 20d AT 16d O.C. 4 i 14 -16d NAILS 1955 PANEL CONTINUOS 5 W 0 W 0
(TYP.) PREDRILLED #
7 A Z AEDGE NAILING 6 6 i �( U
UPPER PLATE 4 1 O
2-16d PER J5 1 16 -led NAILS 2234
BUTT JOINT # 9 1 1 Z W
STUD (TYP.) II Z _
n i 5 4 4 9 5 5 T _
Z 0
3/4 0 BOLTS ATAGGERED EQUALLY SPACED,
OV 2Q � COUNTERSINK BOLTS AND WASHERS 1 MAXIMUM 6 2 2 - 3/4" 0 M.B. ' 1915# .. .. { � 6 4 �..
n " Q O
7 2 3- 3 4 O M.H. 2815 3/8- 3 .
NAILED SPLICE: TYPE 1
1 A =\Z== U) () C
n DROPPED BEAM. FLUSH 8 2 4 - 3 4 0 M.B. 3582 TYPICAL POST TO DROPPED BEAM DROPPED BEAM r , W L.f) Z
_ / # EDGE DISTANICE� EDGE DISTANCE �../
SILL PL. CONN. O Q
6 7
1 1 e• 9 2 5 3/4 0 M.H. 4261#
�.. M C
LO
PLATE WASHERS (TYP.) e i 4' iz i z• Z V �
_ MR TYP. „
NO COUNTERSINKING 2 6 - 3 4 0 EDGE PLYWOOD JOINT TO
BOLTS10 / M.B. 4711# 1 ( O
OR WASHERS BE CENTERED ON BLACKING,
5439 1 PURLINS AND BEAMS) r
,_ n 2 TOP 11 2 8 - 3/4 0 M.H. # �.J
4 0 MIN. LAP BETWEEN
pS A TYPICAL OPENING IN PLYWOOD -
UPPER AND LOWER PLAT - n 3 1. DBL TOP PLATE
E s i/z 12 3 4- 3/4 0 M.B.. 6437# T
g T
11/e" 1 3 2 2.- BM., SEE PLAN
1
13 3 8 - 3/4" 0 M.B. 9463V 1.- DIAPHRAGM BOUNDARY 11.-DIAPHRAGM NAIL'G TO NAILING SHALL BE INSPECTED 3•- SIMPSON ST6236
Ito PLAN / # ° _ BE AS FOLLOWS. WITH PRIOR TO COVERING.
4.- POST, SEE PLAN
° 2. PLYWOOD PANEL EDGES lOd NAILS (U.N.O.) 12.-DBL.'HEADER JOIST OR BM
14 3 10 - 3/4" 0 M. 14,322# 3.- INTERMEDIATE BEARING 5.-
4.- R R OR F J PER PLAN BOUNDARY: 4" O.0 PER PLAN .......... TYP. STUD
6•- 16d's ® 12 O.C.
ELEVATION / / 2 � n
' 15 3 _ n 15,835# 5.- LAY .LONG DIMENSION ®ROOF PERIMETER, 13.-DBL. HEADER JOIST OR BM 1 1 5 1
BOLTED SPLICE DOUBLE ROW): TYPE 3 12 3/4 0 M. PLATE, LINES, CHORDS, 14.-TAIL JOIST
( OF PLYWOOD ACROSS STRUTS, & AS SHOWN 4 5 8 STAGG. EA. SIDE TO
JOINTS ON PLANS. 15.-APPROVED HANGERS 7 4
1.- NUMBER OF NAILS OR BOLTS LISTED IN 6.- 24" MIN. SHEET WIDTH , n ® HDR. JOIST POST, AND MIN. (5)
SCHEDULE ARE TO BE USED EACH SIDE OF - 16.-APPR. S ® 8
7. STAGGER PLYWOOD END ��• B O.0 ®ALL HANGER 4
EACH UPPER PLATE BUTT JOINT. JOINTS MIN n BEARING ENDS & EDGES TAIL JOIST > 6' - 0" 16d's TO EA. SIDE OF
2.- SHEAR WALL TOP PLATE SPLICE . 16 OF EA. PLYWOOD SHEET. LONG BEAM
B 14` 8' PROVIDE 2X STUD UNDER EACH UPPER AND
8.- PROVIDE EDGE BLK'G n000
MIN. M>si. LOWER PLATE SPLICE BUTT JOINT. ® NARROW STRIP EVEN. 12 O.0 @ ALL
„ 17.-(3) 18d TOE NAILS ® ,
3.- SPIKE PLATES TOGETHER WITH 16d AT 16 O.C. INTERMEDIATE BEARINGS. 7.- BLK S OR RIM JOIST
IF DIAPHRAGM DOESN'T _
OR 20d AT 16" O.C. PREDRIIJ D WHEN BOLTS REQUIRE EDGE BLK'G TAIL JOIST < 6 0
o PLATS (" ) Q ALL NAILS SHALL HAVE A LONG DROPPED BEAM DROPPED BEAM FLUSH BEAM 8.- 3 16d TOE NAILS EA. SIDE
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ARE MORE THAN 1 -8 APART. 9.- ROOF SHT'G - 1/2" CDX MIN. EDGE DISTANCES 18.-EDGE O
AND BOLTS 4.- USE PLATE WASHERS AT ALL BOLTED SPLICE. A.P.A. APPROVED/ OF (3/8") N]N FO 9.- A34 EA. SIDE OF POST
19.-SEE PLAN FOR OPEN G
PLYWOOD (U.N.O.) ALL JOIST & TRUSSES 20.- 10.- 2X SILL PLATE
PLAN
10.-FLOOR SHT'G 5/8 CDX SHALL BE LAID OUT IN A BIr 2-BAYS OF ,
A.P.A. APPROVED BLK G WITH CS150
4 -0' MODULE TO COINCIDE 11.- SOLID BLK'G
PLYWOOD (U.N.O.) WITH PLYWOOD PATTERN. 12. 5) 16d's
TYPICAL PLATE SPLICE DETAIL
(
SCALE: N.T.S. 4 TYPICAL PLYWOOD BEAM TO POSTDETAILS 6 LAYOUT 5 SCALE: N.T.S.
SCALE:_ N.T.S.
_ 1 � 3
5 1 3
2 1 3 1 9 5 1.- JOIST DEPTH 10.- MAX. 40% OF THE STUD WIDTH
2 3 4 9 1 1 3
OD ANY STUD. MAX. 60% OF
i 4 2.- OUTER 1/3 OF SPAN- THE STUD WIDTH IN NON-
Q ° °
- 2 6 3 9 1 NOTCHING &DRILLING
i
g •-' 4 2 3 1
4 IS PERMITTED ONLY IN
. 4 0 BEARING
WALL RWHERE EACH BORED � `� FESS j
T
3 THIS SECTION OF JOIST STUD IS DOUBLED, (MAX. TWO h
1 6 3 k 4� O
g 2 e 3 3.- MAX. 1/6 JOIST DEPTH DBL STUD). _ I�ff'ANq a
1 16 n
5 /_J 4.- MAX 1 4 JOIST DEPTH il.- MIN. 5/8 CLR. TO EDGE s Gj
� /
3 NOTCH WITH JOIST ' SIMP. NS-2 EA. SIDE � ' g
PLAN V p
IEW RIDGE 2
°� ELEVATION PLAN AT WALL DEPTH OF SUPPORT, y9
7 8 6 OF PLATE ® HOLES
1A 3 e 9 LOCATE ON TOP EDGE UP TO 1 3/4 DIA.
ONLY
1 9 e Ol 3 it 1 'TRUSS TO NON-BR'G WALL 13.- SIMP. ST6224 OR e
1 1 6 7 TRUSS PARALLEL TO WALL NOTCH ®JOIST 113U 1.- ROOF SHT G 5.- MAX. 1/3 JOIST DEPTH -
1C 2.- 3 HOLE DIA. ST6236 MIN. (8) ''�IIIOF CALZ�.``�
9 5 2X BLOCKING NAILS TO EA. SIDE �I►��������"``
3. EDGE NAILING 6.- 2" MIN. CLR. TO EDGE NOTCH O1 14 2014
7 4 4.- 2X RIDGE BOARD, 1 SIZE DEEPER 1 1
_ 8 3 4 1 2 2 3 1
3 THAN R/RT 8 1 OF JOIST
14.- 1F NOTCH OR HOLE
5. RIDGE BEAM PER PLAN 7.- MIN. 2-HOLE DIA. EXCEEDS 50% OF PL.
6.- WALL OR BEAM PER PLAN BETWEEN HOLES WIDTH. USE ST STRAP
7 5 0 5 7.- (3)Bd TOE NAILS PER R/R TO I The contractor shall verify and
a-- 1 / 8.- STUD WIDTH ®EA. SIDE OF PL. be responsible for all dimensions
4, RIDGE BOARD 5 ,
B.- 3 8d TOE NAILS PER BLOCK TO 11 2 15. A.B.'S PER PLAN and conditions on the job and
O 9. MAX. 40% STUD WIDTH ..
ELEVATION 7 BEAM OR TO TOP PLATE � this office must be notified in
PLAN @WALL NOTCH ®NON -BR G 16.- IF NOTCH OR HOLE .. ELEVATION 9.- .APPROVED HANGER [W/(3) Bd TOE writing of any variation from the
WALLS; MAX. 25% EXCEEDS 1/3 OF PL.
Oi Q3 1 1 NAILS .PER RAFTER FOR SPAN OF dimensions and conditions 's own
3 ' ` 8.5 FT. O C/J PERPENDICULAR WIDTH NOTCH ® WIDTH, LOCATE A.H. h
e R LESS] CU R TO WALL TRUSS PERPENDICULAR TO WALL HOLE JOIST EXTERIOR OR BRIG n by these drawings.
10.- R/R PER PLAN WITHIN 12 OF EA. SIDE
4 2 6 ®0 0 3 2 3 11.- SIMPSON ST18 ® 48" O.C. - NAIL 7 6 WALLS OF NOTCH OR HOLE
2 3 TO R/R
® 7 12.- TO R/ N ST2 1 1.- BOTTOM CHORD OF TRUSSES
7 2 ® 48 O.C. NAIL 1 it
o 5 4 5 1 D TO R/R 2.- CL'G DRYWALL
13.- STRAPS MAY BE OVER OR UNDER 3.- SIMP. SIC ®24" O.C. +
10 5 9 SHT'G 4.- SIMP. STC PER TRUSS
9
5•- 1X4 OVER 2X4 TOP PLATE TO NO HOLE ALLOWED
14.- CENTER BUTT JOINT OVER BEARINGL n
2 1.- PLYWOOD SHT'G i0•-SHEAR TRUSS SEE PLAN NOTE: BALLON FRAME WALL BELOW CREATE 3/4 GAP 0
1 2.- TRUSS BY MFR. FOR PLF TO BOTT. OF GABLE/ 15.- WALL OR BEAM BELOW 6.- WALL FINISH AT THIS SECTION - PLAN 0 TOP PLATE O
3.- E.N. 11.-2X R R S SCISSOR GABLE - 2 2 8
/ o
4•- 2X BLK'G 12.-STARTER BRD. PER 2 16. R/R OR F/J PER PLAN 7.- 2X STUD, NON-HR'G WALL
17.- 3 1/2� MIN. BEARING 8.- FLOOR TRUSS BY MFR. 3
5.- DBL TOP PLATE OR BEAM ARCH. DRAWING'S � n
R/R TO VALLEY ROOF TO WALL ROOF TO WALL 6•- SIMPSON A35 AT 48" 13•-2X FASICA 18. 3 1/2 MIN. LAP ® SPLICE 9•- 2X4 BLK'G ® 32 O.C. W/2-16d s
� ( 14.- C ,
0 C U.N.O.) .2X4 FLAT OUTRGGERS 19.- 2 16d's PER TRUSS
(�. C/J PARALLEL TO WALL n
7.- SHEAF PANEL, SEE PLAN ® 24" O.C. 20.- 24 MIN. SPLICE 10.- 16d s ® 12 O.C. 1 PLAN ® SILL PLATE
8.- ALT. CONDITION WHEN 15.-((2) 16 d S
1.- HIP OR VALLEY PER PLAN 7.- POST OR CORNER STUD 13.-EDGE NAILING TRUSSES HEEL EXCEEDS 16•-i6d'S ® 8 O.C. U.N.O.21.- 2X JOIST DEPTH SPLICE W/ 11.- CL G JOIST
2.- RIDGE0 8.- EL CUT HIP'/VALLEY AT WALL 14.-R R PER PLAN 12" IN HEIGHT 17.-24" MAX, ( ) 4- 16d EA. SIDE JOINT 12.- TYP. EDGE NAILING
BOARD OR BEAM PER PLAN/
3•- SLOPED AND SKEWED HANGER 9.- (3) 8d TOE NAILS TO TOP PLATE 15.-(3) 16d'S EA. STUD U.N.O. 9.- 2X CONT. BACKING W/ 18.-2X NBE AT 48" O.C. 22.- (4) 16d's -
O (U.N.O.) " $ 13. 2X8 CONT. 5 g
4.- BEVEL TOP OF RISGE TO ROOF PITCH 1G.-APPROVED HANGERS 3 8d 16d S AT 12 O/C FROM W/(33 --16d S NAILS AT EACH 6 4 5 6 NOTCH & HOLE
T
i 14.- 2X8 BLK'G -y-� � STUD V U
f� _
10.-2X STUDS TOE NAILS PER RAFTER FOR SPAN TRUSS AND TO DBL TOP EIVD
5.- DBL TOP PLATE 11.-2X LEDGER
U
6.- SIMPSON H2.5 TO F.A. SIDE TO DBL _ OF 8.5FT. OR LESS PL. ALT. TO WRACKING USE
12. ROOF SHT'G GI O
TOP PLATE 17.-SIMPSON H2.5 AT 48" O.C. A-35 AT 48 0/C (U.N.O.) � d
o
ROOF FRAMING DETAILS
TYPICAL CONNECTION DETAILS n n n o
ROOF RIDGE &FLOOR JOIST DETAILS TYPICAL CONNECTION DETAILS DRILLING & NOTCHIING DETAILS
9 SCALE: N.T.S. 7 SCALE: N.T.S. $ SCALE: N.T.S. O � .
SCALE. N.T.S. SCALE. N.T.S. rn
r
V � a
LL Q
PANEL APPLIED DI " Z 0
d 1
S DIRECT TO FRAMING PANELS APPLIED OVER 1/2 OR 5/8 GYPSUM SHEATHING
MINIMUM FASTENER
INDICATES SHEAR
W
u
MINIMUM NOMINAL PANEL WALL U O FASTENER TYPES .USED W. S R SPADING AT PANEL EDGES Inches FASTENER SPACING AT PANEL EDGES inches
PENETRATION IN NAIL(common or galvnlzed box} (inches) NAIL(common or galvnlzed box) (inches)
THICKENS (Inches) n 2-TJI O Q p
PANEL GRADE FRAMING (Inches) or staple size 6 4 3 2e or staple size 6 4 3 2e TYPE i & 2 USE 5 8 Ox12
OR 2x12 (TYP)
n LNG J-BOLTS @ 24" O.C. W W
STRUCTURAL I 15 32 1 1/2 lOd (3 x0.i48 COMMON, 340 ® ® n n / n BEAM PER PLAN BEAM PER PLAN
SHEATHING / / 3 xO.128 GALVANIZED BOX 510 3 x3 xO.229 SQ. WASHERS BEAM PER PLAN 2-3/4 0 BOLTS ` W
) 665 870 (WHERE OCCURS) I
I
6d (2„x0.1413" COMMON, 8d (2 1/2"x0.131" COMMON, TYPE 3 & 4 USE 5 8"0xi2"
0 1 1/4 n n 180 270 350 450 n n 180 270 350 450 /
5/16 OR 1/4 2 x0.099 GALVANIZED BOX) 2 1/2 x0.113 GALVANIZED BOX) LNG J-BOLTS @ 16" O.C. W -
0 0
1 1 1/2 16 GAGE 145 220 295 375 2 16 GAGE 110 165 220 285 3 x3 xO.229 SQ. WASHERS o o * O o
.i
6d (2 x0.113 COMMON, 8d (2 1/2 x0.131 COMMON, n n o 0 0
1 1/4 UJ
2"xO.099" GALVANIZED BOX)200 300 390 510 n 200 300 390 510 TYPE 5 USE 5/8 4sx12 LNG L _ _ _ rn
2 1/2 x0.113 GALVANIZED BOX) n o OPE G v/
J-BOLTS ®8 O.C. W/
I
3/8 " " n n " n t
/ Bd 2 1 2 x0.131 COMMON, 10d 3 x0.148 COMMON 3 x3 x0.229 S W c
(/ 1 ( _r Q WASHERS o n n ® B n SIMPSON
i 3 8 n „ 530 n 260 380 490 4 / 6 0 SIMPSON CCO .USE (WHERE OCCURS) SIMPSON CC CAP
2 1/2 x0.i13 GALVANIZED BOX) 220 320 410 3 x0.128 GALVANIZED BOX) n n " " „
n " ECC CC CAP OR "ECC AT ENDS
"ECC ®END CONDITION 3 16
( ) /
i 1 1/2 16 GAGE 140 210 280 360 2 16 GAGE 140 210 280 360 WELDED STL COL TJI HANGERS
" n n PER PLAN
AS SHOWN d
8d (2 i/2 x0.131 COMMON, 10d (3 x0.148 COMMON, � STL COL e
1 3/8 n n BOX 240 350 450 640 n 260 380 490 640 POST POST
SHEATHING,
7/16 2 1/2 xO.113 GALVANIZED) 3 xO.128 GALVANIZED BOX) PER PLAN
e.8
i 1 1 2 16 GAGE 155 230 310 395 2 16 GAGE '140 210
0 n
PLYWOOD SIDING / 280 360
n n n ,, - luul
EXCEPT GROUP 5 8d 2 i 2 xO.131 COMMON, 10d 3 xO.148 COMMON
( / 260 3B0 490 640 ( r L..
SPECIES 1 3/8 " "GALVANIZED BOX 3"x0.i28 GALVANIZED BOX 260 380 490 640 . 13A 13B FOR 6'-0 OPENINGS, USE THREE JOlsrs EACH SIDE
2 1/2 x0.i13 ) )
15 32 lOd 3"g0.148" COMMON 14A 14B UJ
/ 1 1/2 n ( 310 460 600 770
3 xO.128 GALVANIZED BOX)
1 i 1/2 16 GAGE 170 255 335 430 2 16 GAGE 140 210 280 360 _ ;
.. " TYPICAL CONNECTION DETAILS TYPICAL OPENING FLOOR OR ROOF DETAIL JOB No. 14 101
lOd (3 xO.148 COMMON,
510 665 870 '14 � '16
i 1/2 „ 340 _ BEAM SEE PLAN SCALE. N.T.S. SCALE. N.T.S.
15 32 3 xO.128 GALVANIZED BOX)
1 3/4 16 GAGE 185 280 375 475
NAIL SIZE (galvanized casing) NAIL SIZE (galvanized casing) o o SHEET TITLE
� „ „ n n NOTE
5 16 1 1/4 6d (2 xO.099) 140 210 275 360 8d (2 1/2 xO.113) 140 210 275 360
/ / n „ WHERE SILL PLATE
„ r o 2X FLA TYPICAL FRAMING
3/8 1 3/8 8d (2 1/2 x0.113) 160 240 310 410 lOd (3 x0.128) 160 240 310 410 T IS NOTCHED OR
2X BLK. DRIIJ.ED MORE THAN
POUND PER FOOT=14.5939 N m. 2X STUDS 2x STUDS ®1B"O.C.
FOR SI. 1-25.4mm, 1 / DETAILS
16d (1/5) THE WIDTH OF
A. FOR FRAMING OF OTHER SPECIES: (1)FIND SPECIFIC GRAVITY FOR SPECIES OF LUMBER IN AF&PA NDS. (2)FOR STAPLES FIND SHEAR VALUE FROM TABLE ABOVE FOR STRUCTURAL I PANELS (REGARDLESS OF ACTUAL GRADE) AND MULTIPLY VALUE BY 0.82 FOR SPECIES WITH �' 2x PLATE W/4-16d THE PLATE A.B.'S
SPECIFIC GRAVITY OF 0.42 OR GREATER, OR 0.65 FOR ALL OTHER SPECIES. (3)FOR NAILS FIND SHEAR VALUE FROM TABLE ABOVE FOR NAIL SIZE FOR ACTUAL GRADE AND MULTIPLY VALUE BY THE FOLLOWING ADJUSTMENT FACTOR: SPECIFIC GRAVIITY ADJUSTMENT WELDED SIMLIAR TO �^ R SHALL BE PLACED
n PER PLATE
FACTOR- 1 0.5 SG , WHERE SG -SPECIFIC GRAVITY OF THE FRAMING LUMBER. THIS ADJUSTMENT FACTOR SHALL NOT HE GREATER THAN 1. SIMPSON CCT STL COL' 9" EA. SIDE OF CUT.'
L ( )) n �, n ASSEMBLY
B. PANEL EDGES BACKED WITH 2 NOMINAL OR WIDER FRAMING. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY. SPACE FASTENERS MAXIMUM 6 O.C. ALONG INTERMEDIATE FRAMING MEMBERS FOR 3/8 AND 7/16 PANELS INSTALLED ON STUDS SPACED 24 O.C. FOR PER PLAN 2x BLOCKING W/ n
OTHER CONDITIONS AND PANELS THICKNESS, SPACE FASTENERS MAXIMUM 12 O.C. ON INTERMEDIATE SUPPORTS.
2x OR 3x SILL PLATE W/ 5/8
n n
DRYPACK 2-16d PER HLK S Q x 12" LG. ANCHOR BOLTS
C. 3/8 .PANEL THICKNESS OR SIDING WITH A SPAN RATING OF 16 O.C. IS THE MINIMUM RECOMMENDED WHERE APPLIED DIRECTLY TO FRAMING AS EXTERIOR SIDING. FOR GROOVED PANEL SIDING, THE NOMINAL PANEL THICKNESS IS THE THICKNESS i OF THE PANEL MEASURED AT �� �� "
WHERE AND 2 X 2 X 3/18 SQ.
THE POINT OF NAILING. N.T.S
D.ALLOWABLE.SHEAR VALUES ARE PERMITTED TO BE INCREASED TO VALUES SHOWN FOR 15/32" SHEATHING WITH. SAME NAILING PROVIDED (A)STUDS ARE SPACED A MAXIMUM OF 16" O.C., OR (H)PANELS ARE APPLIED WITH LONG DDdENSIONS ACROSS STUDS
REQUIRED WASHER SCALE
E.FRAM NG AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER, AND NAILS AT ALL PANEL EDGES SHALL BE STAGGERED WHERE PANEL EDGE NAILING IS SPECIFIED AT 2" O.C. OR LESS. 13C G.A.D
„ n n n DRAWN BY
F. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3 NOMINAL OR WIDER, AND NAILS AT ALL PANEL EDGES SHALL BE STAGGERED WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET. (1)10d(3 xO.148) NAILS HAVING PENETRATION INTO FRAMING OF MORE THAN 1 1/2 AND ANCHOR BOLT
2 PANEL EDGE NAILING IS SPECIFIED AT 3" O.C. OR LESS. K.M.K
O FOUNDATION WALL CHECKED BY
G. VALUES APPLY TO ALL VENEER PLYWOOD. THICKNESS AT POINT OF FASTING ON PANEL EDGES GOVEIRNS SHEAR VALUES.
IS LESS THAN 6 O.C. ON EITHER SIDE PANEL JOINTS SHALL BE OFFSET TO FAIL ON DIFFERENT FRAMING MEMBERS. OR FRAMING SHALL BE 3 NOMINAL OR THICKER AT ADJOINING PANEL 1/7/14
H. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL, SPACING EDGES
START DATE ;
AND NAILS AT ALL PANEL EDGES SHALL BE STAGGERED.
TYPICAL CONNECTION DETAILS ,.
" " 13 ANCHOR BOLT INTERRUPTING ANCHOR BOLT PLACEMENT
I. IN SEISMIC DESIGN CATEGORY DIE OR F EXCEED 350 POUNDS PER LINEAR FOOT, ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3 NOMINAL MEMBER, OR TWO 2 NOMINAL MEMBERS FASTENED TOGETHER IN ` SCALE. N.T.S. I �
ACCORDANCE WITH SECTION 2306.1 TO TRANSFER THE DESIGN SHEA
R VALUE BETWEEN FRAMING MEMBERS. WOOD STRUCTURAL PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED AT ALL PANEL EDGES. SEE SECTIONS 4.3.6.1 AND 4.3.6.4.33 OF AF&PA SDPWS FOR SILL SCALE: N.T.S. 15 SCALE: N.T.S. SHEET NUMBER
PLATE SIZE AND ANCHORAGE REQUIREMENTS. NORMAL STUD PLACEMENT DETAIL
J. D OR TUMBLED. GALVANIZED NAILS SHALL BE HOT DIPPED S H EARWAL L SCHEDULE
SCALE: N.T.S.
IL
Elms
I
I
I
I
I
DATE ISSUED
I
EQUAL EQUAL
I'
II
TRUSS OR REFTER EDGE NAILING PLYWOOD
II
10d AT 6" O.C. SHEATING
2X BLOCKING
16D FACE EDGE ROOF
NAILING SHEATHING
NAILS PER SIMPSON A35 CLIPS SEE
( 2 2x
L HEADER UBC SHEAR PANEL S(CHEDULE TOP # DATE REVISION BY
16D AT 12" NAILING I /FOR SPACING)
PLATES CALIFORNIA
2x
FRAMING
O.C. (TYP.) I SCHEDULE BLOCKING'
I 6X BLOCKING
1.
i • • • • • . • • • • • • • • ° • 2X RAFTERS
2X BLOCKING
SIMPSON ST6224 WITH SHEAR U.O.N. SIMPSON
AT 16 O.C.
28 - 16D COMMONS •. ST6224-28 - 16d
COMMON NAILS •Z'•°• SIMPSON A35 2X1 EDGE
CU
Pk9l I RAFTERS N SEE AILI NG
( - HEADER
2X DOUBLE TRIMMERS .' SHEAR PANEL .. TRUSSES
OR 4X WOOD POST PER EQU UAL<PANEL
SCHEDULE
POST & FOOTING SCHEDULE FOR \
SIMPSON ST6224 WITH 28 - SPACING ,fl
16d COMMON NAILS QITH 2X SIMPSON MSTA 36 )
DO 26-10d COMMONS _ •, •,
2X KINGS STUD OR 4X6 WOOD DOUBLE TRIMMERS SIMPSON MST48 .
. (U.O.N.)
POST WHERE HOLDOWN OCCURS SIMPSON
I 2-2x 46-16d COMMONS '. SIMPSON ST6224
' TOP .
28-16d COMMONS A35 CLIPS
4X OR 6X WOOD POST SHEAR PLATES SPACING PER 2X
SHEAR PANEL
AT HOLD SEE PLAN PANEL PL OOD STUD
( ) SCHEDULE
EDGE NAILING P L WALL
(SEE SHEAR SHE
-4x6 OR 6x6 POST
PANE L SCHEDULE)
SHEAR
EDGE NAILING PER PANEL
SHEAR PANEL SCHEDULE
2 -0
II
I
W
rr^^ � N
v J cM
TYPICAL POST/BEAM CONN
ECTION 18 DRAG STRAP DETAI � M O L SCALE. N.T.S. DRAG S
19 TRAP DETAIL U
SCALE. N.T.S.
SCALE: N.T.S. DRAG AT COLUMN DETAIL � Z 20 SHEAR TRANSFER D
SCALE: N.T.S. 2
21 DETAIL -,
SCALE:
• 22 CL I- c0
ALE.. N.T.S. � O
� h a
w �
O N ti ��11
W W (n rn M
V
M N
F- Z O �
_ Q GO J
Z �v
.. W
� c�
15 32 P SIMPSON A35 CLIP SEE SHEAR / PLYWOOD W lOd AT 6 � Z W CD
( / EDGE NAILING lOd AT 1.- MIN. 3 4 PLYWOOD U z
„ / T-
1. DBL. JOIST OR HEADER ❑
PANEL SCHEDULE FOR SPACING) 2X O.C. EDGE NAILING (TYP.) $ O.C. TYP. U.O.N. U.N.O. BY O
2x (TYP.) ( ARCHITECT) W W W CD
RAFTER 2x 2. \
HLK G � 2.- A35 PER STRRINGER APPROVED TOP FLANGE � U
EDGE NAILING BLK G O Q ,
, TYP. HANGER W
( ) TYP. - i6d s 0 � Z
(TYP.) 3. AT 12 O.C. ATAGG. _
EDGE NAILING 10d 3. 2X12 STRINGERS - z ❑
„ 4.- 2X CONT. PLATE W
„ 0' C7 d
PER ARCH. 5.- 2X12 STRINGER AT 4.-I 3/4 PLYWOOD (U.N.O.
AT 6 O.C. (TYP.) . . . o . . o e
16
U.N.O. • BY ARCHITECT Q O
O.C. PER ARCH. - ) O
U
U
DBL JOIST OR BLK G �-•• 2X4 P
. o I 5. LATE ANCHORED W/
ROOF EDGE NAILING 8d C 1J W UD 7
7• 2X8 FAT AT i6 O.C. SHOT PINS AT 24 O.C.
TRUSS � „ �
• AT 6 O.C. (TYP. „ Q
•y W 2 / DIA. WASHERS Z l,n
-x
ALL 2X4 BLCOKS PER ARCH.
M U
NOTE. N0 0
. .
VERCUTTING OF
O
• a E• STRINGERS
NOTE. NO OVERCUTTING OF
_ w
STRINGERS
A� U
W „
v� e+ 2-16d ® 12
g . . O.C. TYP. 2 3
SIMPSON A35 r e . (TYP.) 1 2
CLIP (SEE c 0 o 4 Q'+
SHEAR PANEL e• C7 4
SIMPSON A35 ' 3
SCHEDULE CLIPS (TYP.) )
FOR SPACING) 5
SIMPSON MSTA 24 PER ARCH.
OR SIMPSON TS22 2X6 STUDS . . . . • .
AT RAKE WALL TOP PLATES
WITH 18 16d EQUAL EQUAL
COMMON NAILS _ MSTA 36/ST622 6 7
2 2x
26 1Od COMMONS
7
TOP PLATES'
FALLOW+1993 5
SHEAR
PANEL V2-2X4 ]BLOCKING
f;
2 BAYS MINIMUM 3
EDGE NAILING 10d ( ) „.
„
AT 6 O.C. (TYP.) ) SHEAR PANEL I s
U.N.O. SHEAR PANEL
I;
u
5 TOP OF CONCRETE
16
p
A
SHEAR TR
ANSFER DETAIL
DRAG STRAP DETAIL
SCALE: 23 TYPICAL TRUSS BLOCKING DETAIL
N.T.S. SCAM: N.T.S.24 STRINGER AND LANDING
SCALE: N.T.S. 25 STRINGER AT HEADER AND BASE
SCAM: N.T.S. 2B
27 �_
SCALE.. N.T.S.
4�
t1'
NOTCH TO S2dPSON ST18 '�
RECEIVE PIPE 9
TYPICAL BOTH SIDES
i.
o
267
�4 , yy
15
3
4
h
CAL 1 .
. \\ \
10 _ \\\
9
7 1. 2X ROOF 3 RAFTER SEAT
2 ,
127.
O1 14 2014
o lid NAILING
CUT AS REQUIRED). L.,.,
5 x
5 1 TYP. 2. SIMPSON
4 O • F ( ) BEAM HUTF HANGER
� PLAN VIEW _
6 0 3. BEAM OR DBL. TOP PLATE
co
4• ROOF TRUSSES
1
2 5.- A35 S AT 48 O.C.
a 6.- 2X BLK, G
0 0 7.-SIMPSON ST22 AT
4
48" O.C.
0 0 8
8.- EDGE NAILING
- 9.- 2X B ' 1X G WITH l6d S
PLAN VIEW NORMAL 16 OC. STUD SPACING AT 8 O.C.
ELEVATION 5 3 10. ROOF SHEATING
0
PIPE ETC.
0
z�l
=i
RFy
'IAA
a�
1.- WOOD STUDS AT MAX. 3.- VENEER TIES, CORROSION SIMPSON
tz
16 O.C. RESISTANT WERE MIN. 12 CC66 ,
2.- REINFORCEMENT NOT LESS GAUGE LOOPED THROUGH
4x4 OR 6x6
. , � 1.- SILL PLATE KING POST
THAN 212'118 GAUGE MESH WITH LEGS OF MIN. - -
5
2.-
2X6 OR STAGG.
MESH 03
GALV. WIRE ,
2 PLY 15 LENGHT BENT AT _ _ 4
i-
WATER -PROOFED PAPER- RIGHT ANGLES, LAID IN STUD WALL
.•......... CUT HOLE IN PLYWOOD - -
TO;
BACKED, ANCHORED TO MORTAR JOINT. PROVIDE 3.- 3"- MAX. ONLY AS REQD
INSTALL FIRESTOP/ l
FOR EVERY 2 S FT. OF O WOOD STUDS WITH 2 Q 4.- SHEAR PANEL
GALV. STEEL WERE STONE VENEER AREA SPACER ,PROVIDE , BLK G SIMPSON o
5. PIPE ( BEAM CC66
4.- AT OPENING AS RE D ; <
FURRING NAILS AT 4 STONE VENEER AS PER Q
6. STRAP 1 8"X 1 1 2
4
ARCHITECT S 2. O.C. AND AT TOP AND ARCHITECTURAL PLAN
SECOND FLOOR JOIST
0
„ . I � O
BOTTOM WITH NOT LESS 10 MAX. THICKNESS METAL TIE W 4 16d s _
( ) /O 3.
FLOOR DIAPHRAGM &
THAN 8d COMMON NAILS 5.- 2" GALV. NAILS WITH MIN.
EACH END � �
„ „ FRAMING PER PLAN 3
„I
AT 8 O.C. 1 1 8 PENETRATION
,
_.
6. CEMENT GROUT, MIN. 1„ „ 4. 2X FLOOR JOIST AS
6;
THICK LEDGER W 3 16d :.
MAX.
ADD .ADDITIONAL PER STUD ' W
..
STUD (TYP) ,
5.- "BALLOON" U
I
d sd
..BALLOON FRAMED WALL- :.....
4 O ,
W .:,,
ELEVATION j o �.;
nnn ��
nnn o
,r
VJ ,
m
4..
PL
UMBING MBI T WALLCONNECTION U NG /SHEAR O ,.� VENEER O STUD AL WALL 3 STONE DETA DET
AILS
PIPE HOLE THROUGH WOOD TOP PLATES DETAIL
<I
28 29 SECOND FLOOR FRAMING
G
SCALE:SCALE. N.T.S. . , s N.T.S.N. KING P Q ..,
SCALE. N.T.S. 30 POST DETAIL
s 31 CONNECTION. DETAIL a _
CALF. N.T.S.
❑
SCALE. N.T
.S. 32 33 Z _..
. .SCALE. N.T.S. � W
W ,I
a .
o ccIL
x,
2 Lu
Z �n ,
W15 3 2 PLYWOOD
iX4 BACKING ®
1 2 3 4 5 9 FLASHING
2 E.N.
W
r:
EN. � a
2X SOLID BLOCKING
r..
"
E.N.
(..?:.
H 2.5 EA BLOCK
,,);
4 OVERHANG
2x10 LEDGER WITH
WHERE OCCUR4S
3-16 ,�,
d EA.' STUD
V ♦ �uu�
PLYWD. WITH lOd ®8
SI
MPSON 4 u N H 25EDGE 'NAILING
2 x CONT. LE � LEDGER WITH
8
seId
® h 3-16d EA. STUD
2x RAFTE
R
6 7
PRE FABRICATED
EN.
3
GANG NAIL TRUSS
O
1
PERPENDICULAR TO LL
SHEAR PANEL 2x BLKG WITH W
6
A35 ® " 24 O.C. .
ae
1 7
2X4 SHEAR TRANFER -
JOB NO.
14 101
- BLOCKING
1. PLYWOOD SHT G ' CKING
4H,
BLK
2. ROOF EDGE NAILING
_ G 2-16d TYP.
3.- 2X8 BOARD, NOTCH AS REQ.
W 3 R
/ O 16dSPERR/ 2xSTUD WALL
_ I
FOLLOWING LINE OF CALIFORNIA
1. ROOF RAFTER OR TRUSS PER PLAN
FRAMING E.N.
4.- PLYWOOD ROOF SHT G
2.-ROOF SHEATHING
SHEAR
3.- EDGE NAILING
- 2X CALIFORNIA FRAMING
5• PANEL � � 1 HEADER WHERE
6. RO
OF OOF RAFTER 4. 2X BLOCKING HEADER WHERE OCCUR
OCCUR SEE PLAN
- A35 s AT 16 O.C.
7.- E.N. _ , 5. A
6.- DOUBLE TOP PLATE
\I SHEAR
;.
7. PLYWOOD SHEAR PANEL PANEL PER PLAN ALL ®16 „ O.C. �.
2x6 STUD W
SHEAR PANEL
8.-APPROVED HANGER N.T.S
9.- 2X LEDGER W 4 16d
SCALE
A.D
TO BLOCKING DRAWN BY G.„?
CHECKED B K.M.K
Y ,
a
1 7 14 .3 ..
F.
START DATE
SHEAR TRANSFER DETAIL
s'a
CALIF. FRAMING SHEAR TRANSFER DETAIL CONNECTION D �.
n ETAIL
CONNECTION DETAIL
J�F JJ
SCALE. N.T.S. SCALE. N.T.S.6 SHEET NUMBER 't
SCALE: N.T.S.NTSHEAR TRANSFER DETAIL
scALE. N.T.S. 37 CONNECTION DETAIL -
SCA
LE: N.T.S.
SCALE: N.T.S.
o r;.
O
1. em.--......-, �-......-.,..mw�.�,-
I _
SSWAB
SSWAB
SHEAR REINFORCEMENT
MINIMUM CURB/STEMWALL
PER 4/SSW1 WHEN
WIDTH PER 4/SSW1.
REQUIRED.
11
3 if
3��.
SHEAR REINFORCEMENT
PER 4/SSW1 WHEN
H
a
H
REQUIRED.
d
4 ° °
HE
° °.
° °
a Q
°
° d Q
b
de
de
°
a' 4
e v
., a .
°
6
ME
d
°
III
=4
°
a
V
4
3" CLR. MIN.
° a'
°
��
3 CLR.
MIN.
a
d
a' r
44
1 /2 W
1 /2 W
1 /2 W 1 /2 W
W
W
NMI
STEEL STRONG -WALL ANCHORAGE SOLUTIONS FOR 3500 PSI CO
ONCRETE
NCRETE
- DESIGN
CRITERIA
CONDITION
ANCHOR
STRENGTH
SSWAB 3/4" ANCHOR BOLT
SSWAB 1" ANCHOR BOLT
ASD
ALLOWABLE
UPLIFT (Ibs)
W
(in)
de
(in)
ASD
ALLOWABLE
UPLIFT (Ibs)
W
(iin)
de
(in)
:. SEISMIC:
CRACKED
STANDARD
9,600
22
8
17,100
`33
11
HIGH STRENGTH
19,900
36
12
35,300
51
17
UNCRACKED
STANDARD
9,600
19
7
17,100
28
10
HIGH STRENGTH
19,900
31
11
35,300
44
15
WIND
CRACKED
STANDARD
5,300
12
6
6,000
13
6
7,400
15
6
13,200
22
8
9,600
18
7
17,100
27
9
HIGH STRENGTH
11,400
20
7
23,100
32
11
14,100
15,900
,
23
25
8
9
27,800
31 7 00
36
39
12
13
19,900
30
10
35,300
43
15
UNCRACKED
STANDARD
6,600
12
6
6,600
112
6
8,300
14
6
12,200
118
g
9,600
16
6
17,100
23
8
HIGH STRENGTH
11,200
17
6
22,400
27
9 '
14,300
20
7
27,500
31
11
16,400
22
8
33,100
35
12
19 900
26
9
35,300
17
13
STEEL STRONG -WALL ANCHORAGE SOLUTIONS FOR 4500 PSI CONCRETE
DESIGN
CRITERIA
CONDITION
ANCHOR
STRENGTH
SSWAB 3/4" ANCHOR BOLT
SSWAB 1"ANCHOR BOLT
-ASD
ALLOWABLE
UPLIFT (Ibs)
W
(in)
de
(in)
ASD
ALLOWABLE
UPLIFT (Ibs)
W
(in)
de
(in)
SEISMIC
CRACKED
STANDARD
9,600
20
7
17,100
30
10
HIGH STRENGTH
19,900
33
11
35,300
47
16
UNCRACKED
STANDARD
9,600
18
6
17,100
26
9
HIGH STRENGTH
19,900
28
10
35,300
41 '
14
WIND
CRACKED
STANDARD
67000
12
6
6,000
12
6
7,600
14
6
12,900
20
7
9,600
17
6
17,100
25
9
HIGH STRENGTH
11 100
18
6
22,600
29
10
13,900
21
7
27,400
33
11
17,000
24
8
31,500
36
12
19,900
27
8
35,300
40
14
UNCRACKED
STANDARD
7,500
12
6
7,500
12
6
8,500
13
6
12,700
17
6
9,600
15
6
17,100
22
8
HIGH STRENGTH
10,500
15
6
22,600
25
9
13,800
18
6
26,800
28
10
165200
20
7
32,700
32
11
19,900 1
24
8
1 35,300
1 35
12
JLAD UN UMAUG 1-UUIVUH 1 IUN VUMD UK J 1 CIVIVVHLL rUUIVUH 1 IUIV
NOTES:
1. ANCHORAGE DESIGN CONFORM
C S CO ORM TO ACI 318 APPENDIX D WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED OR UNCRACKED CONCRETE AS NOTED.
2. `ANCHOR STRENGTH INDICATES REQUIRED GRADE OF SSWAB ANCHOR BOLT. STANDARD ASTM F1554 GRADE R HIGH STRENGTH HS ASTM A449
.REGISTERED DESIGN PROFESSIONAL ( 36) O G S ( ) ( )
3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS. SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-05 SECTION D.3.3.4.
IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. SSWAB
4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C.
5. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN SIZE AND REINFORCEMENT BY OTHERS. THE REGISTERED DESIGN PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT.
MINIMUM CURB/STEMWALL
6. SEE 1/SSW1 AND 2/SSW1 FOR W AND de.
WIDTH PER 4/SSW1
SSWAB
'P A SCHEDULE 3500/500 1 3
3 SHEAR REINFORCEMENT SSWAB
• PER 4/SSW1 WHEN
L MIN L
3
c REQUIRED.' t
° d
4 oil]
•a'4" MIN
d
�.
°
de
°
3
3 "
a:d
°a
��
3 CLR. MIN.
Tm
•• a ,. :...
•a °
° a
:
a
„
3 CLR. MIN.
.•
n°\_#3,
°
'.°. '• '
HAIRPIN,
#3 TIE GRADE 40
. :. ,
. , °
GRADE 40 REBAR (MIN.)
REBAR (MUN.)
FIELD TIE AND SECURE DURING
FIELD TIE AND SECURE DURING
1 /2 W 1 /2 W
1 /2 W 1 /2 W
CONCRETE PLACEMENT. OVERLAP
CONCRETE PLACEMENT.
VARIES WITH BOLT SPACING.
SSWAB
SSWAB
W
W
HAIRPIN SHEAR REINFORCEMENT
TIE SHEAR REINFORCEMENT
U>
SSWAB
INTERIOR FOUNDATION
NOTES•
BRICK LEDGE FOUNDATION
#3 HAIRPIN #3 TIE SIMILAR).
( )
SEE TABLE FOR REQUIRED QUANTITY.
q
ssvvA6
#3 HAIRPIN 43 TIE SIMILAR)
STEEL STRONG -WALL SHEAR ANCHORAGE
SEI MIC
IND
MODEL
Lt OR
Lh (in)
SHEAR
REINFORCEMENT
MINIMUM
CURB/
STEMWALL
WIDTH in
SHEAR
REINFORCEMENT
MINIMUM
CURB/
STEMWALL
WIDTH in
ASD ALLOWABLE
SHEAR LOAD V (Ibs)
UNCRACKED
CRACKED
SSW12
9
(1) #3 TIE
6
NONE REQUIRED
6
1370
980 6
SSW15
12
(1) #3 TIE
6
NONE REQUIRED
6
1765 7
1260 7
SSW18
14
(1) #3 HAIRPIN
85
(1) #3 HAIRPIN
6
-N/A
SSW21
15
(1) #3 HAIRPIN
85
(1) #3 HAIRPIN
6
N/A
SSW24.
17
2 #3 HAIRPINS
O
5
8
2 #3 HAIRPINS
( )
6
N/A
1. SEE 2/SSW1 AND 3/SSW1 FOR DIMENSIONS AND ADDITIONAL NOTES. CLR ., •. 1/r 1 NOTES:
1Y2 ..: ., _ •° 1
2. SEE 4/SSW1 FOR SHEAR REINFORCEMENT WHEN REQUIRED. 1,, CLR SEE TABLE FOR REQUIRED QUANTITY. / SPACING 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-05 AND ASSUME MINIMUM fc=2,500 PSI CONCRETE.
MAXIMUM H = le - de. SEE / W1 AND / W , ,_ ....
3. U S 5 SS 6 SS 1 FOR le.:, , .. „,•,ti,, SEE DETAILS 1/SSW1 TO 3/SSW1 FOR TENSION ANCHORAGE.
2. SHEAR REINFORCEMENT IS NOT REQUIRED FOR PANELS INSTALLED ON A WOOD FLOOR, INTERIOR
* :.'�♦ ,� ,' ' "' `: FOUNDATION APPLICATIONS PANEL INSTALLED AWAY FROM EDGE OF CONCRETE),OR BRACED WALL
a
STEELSTRONG-WALL TYPICAL SECTIONS 1
... • ' •' : , : ; ,. • �, "•_;' �, d;+ . PANEL APPLICATIONS.
;. 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS
" REGISTERED DESIGN PROFESSIONAL
IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS.
;'.A
y ' ' a IS PERMITTED TO MODIFY DETAILS
4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B.
LAB OR CURB AND :.� ; �.:y°:.6 : FOR SPECIFIC CONDITIONS.S . , ; a. 5. MINIMUM CURB/STEMWALL WIDTH IS 6 WHEN STANDARD STRENGTHSSWAB IS USED.
"•• •.
SIMPSON STEEL SURROUNDING FOUNDATION . 4 :.. °.
STRONG -WALL NOT SHOWN FOR CLARITY 6. 8" MINIMUM CURB/STEMWALL ALLOWABLE SHEAR IS 1145 Ibs.' USE SEISMIC SHEAR REINFORCEMENT FOR
HIGHER SHEAR LOADS.
A
7. 8" MINIMUM CURB/STEMWALL ALLOWABLE SHEAR IS 2015 Ibs. UNCRACKED AND 1440 Ibs. CRACKED. USE
'` ° ' ` p •• • ' ' SEISMIC SHEAR REINFORCEMENT FOR HIGHER SHEAR LOADS.
HAIRPIN INSTALLATION
'" ° a �• '' SECTION A -A DISTANCE F R8 CONCRETE EDGE O ANCHORS MUST COMPLY WITH! ACI 318 D.8.2.
(GARAGE CURB SHOWN. OTHER FOOTING TYPES SIMILAR. )
W °
:. a S�' EL S�' C-WALL ANCHOR T SHE ANCHORAGE
2 d .
O
SSWAB SSWHSR
SSWHSR KT
W 1 W - AND SSWAB SS EXTERIOR INSTALLATION
2 2 DIAMETER
ASSEMBLY
SS PF PANEL FORM INSTALLATION
SEE TABLES BELOW FOR DIMENSIONS
LENGTH 0
1 24 \
Hx 3
FOUNDATION PLAN VIEW 1 36
TOP OF CONCRETE
STEEL STRONG -WALL ANCHORAGE SOLUTIONS FOR 2500 PSI CONCRETE
DESIGN
CRITERIA
CONDITION
ANCHOR
STRENGTH
-SSVVAB 3/4" ANCHOR BOLT
SSWAB 1" ANCHOR BOLT
ASD
ALLOWABLE
UPLIFT (Ibs)
W
(in)
de
(in)
ASD
ALLOWABLE
UPLIFT (Ibs)
W
(in)
de
(in)
SEISMIC
.. CRACKED
STANDARD
9,600
25
9
17,100
36
12
HIGH STRENGTH
19,900
39
13
35,300
56
19
UNCRACKED
STANDARD
9,600
21
7
17,100
32
11
HIGH STRENGTH
19,900
34
12
35,300
49
17
CRACKED
STANDARD
4,500
12
6
5,600
14
6
6,900
16
6
12,700
24
8
9,600
20
7
17,100
30
10
HIGH STRENGTH
11,100
22
8
22,400
35
12
13,500
25
9
26,800
39
13
16,000
28
10
31,600
43
15
19,900
33
11
35,300
47
16
WIND
UNCRACKED
STANDARD
5,600
12
6
5,600
12
6
7,800
15
6
12,000
20
7
9,600
18
6
17,100
26
9
HIGH STRENGTH
11,200
19
7
22,100
30
10
13,900
22
8
. 7
2
26,700
34
12
15,800
24
8
32,100
38
13
19,900
1 29
1 10
1 35,300
1 41
1 14
HS
If
3 HX ON o
•
��
3
EXTENSI(ON KIT TOP OF
HS ON HIGH
CONCRETE
-'
STRENGTH MODELS
°
TOP OF CONCRETE
2 3/4" SSWAB for SS1W12
( )
o
SSWHSR
(2) 1" SSWAB for SSW(15,
HEAVY HEX NUT
SSW18, SSW21, SSW24
i-- FIXED IN PLACE ON
2 3/4 SSWAB for SSW12
( )
Z ALL SSWAB ANCHOR
(2) 1 SSWAB for SSW15,
w BOLTS CUT TO LENGTH
SSW18, SSW21,'SSW24
_
HEAVY HEX NUT
l e AS NECESSARY
co
�
Z
w
FIXED IN PLACE ON
le
3/4" OR 1" HIIGH
°
.°
J
ALL SSWAB
ANCHOR BOLTS
STRENGTH ROD
ASSEMBLY le = o
z ' a
SSWAB le o HIGH STRENGTH
® a .
HEAVY HEX NUT
+ SSWHSR le + 3„
COUPLER NUT
4 e °•. '•
PLATE WASHER
/
SSWAB
SS _ INTERIOR INSTALLATION
0
o
0
1-- HEAVY HEX NUT
°
HIGH STRENGTH
COUPLER NUT
SS1VTBL BRICK LEDGE INSTALLATION
NOTES:
1. ANCHORAGE DESIGNS CONFORM TO ACI 318 APPENDIX D WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED OR
UNCRACKED CONCRETE AS NOTED.
2. ANCHOR STRENGTH INDICATES REQUIRED GRADE OF SSWAB ANCHOR BOLT. STANDARD -(ASTM F1554 GRADE 36) OR HIGH
STRENGTH (HS) (ASTM A449).
3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE
WIND ANCHORAGE SOLUTIONS. SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-05 SECTION D.3.3.4.
4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C.
5. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN (SIZE AND REINFORCEMENT) BY OTHERS,
THE REGISTERED DESIGN PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT.
6. REFER TO 1/SSW1 FOR de.
(2) 3/4" SSWAB for SSW12
(2) 1" SSWAB for SSW15,
° SSW18
SSW2 1, SSVW24 (2) 3/4 SSWAB for SSW12
2x2
(2) 1 If SSWAB for SSW15,
FFT SSW18, SSW21, SSW24
co
T
e a•.' n
SSWAB _. - TE SI®NANCHORAGE SCHEDULE 500PSI 2 SSVV ANCHOR BOLTS 5 SSWANCHOR BOLT TENS 6 SSW
ANCHOR:. L TEMPLATES .
STEIEL STRONG-
WALL WIDTH
MODEL NO.
DIAMETER
LENGTH
le
112" MODEL
SSWAB3/4x24
3/4"
24"
19"
SSWAB3/4x24HS
3/4"
24"
19"
SSWAB3/4x30
3/4"
30"
25"
SSWAB3/4x30HS
3/4"
30"
25"
SSWAB3/4x36HS
3/4"
36"
31#1
15", 18", 21 AND
24" MODELS
SSWAB1x24
1"
24"
19"
SSWAB1x24HS
1"
24"
19"
SSWAB1x30
„
1
„
30
„
25
SSWAB1x30HS
1"
30"
25"
SSWAB1x36HS
1"
36"
31"
SSW WIDTH
MODEL NO.
DIAMETER
TOTAL
LENGTH
I e
12 MODEL
SSWHSR3/4-2KT
3/4"
24"
21"
SSWHSR3/4-3KT
3/4"
36"
33"
15" 18" 21 AND
24" MODELS
SSWHSR1-2KT
1"
24"
21"
-- SSWHSR1-3KT
1"
36"
33"
Z
O
z
o
v)
w
W
i
,may'
�y
U
Q
i1
0
N
0
N
N
Q
N
rn
z
c..>
o
J
m
00
Cl-
=E
00
U)cy)
O
Quern
o
V
U)
ILL
nUa)
z
w U) -m
can
LL_O
.zo
0�<�
w�Q..
C-')
-' 1_0W
CL_
:�
0o)_jLw
CJ7
=Lna-�
0 0 �
SSW24
0 7�2
0
SSW24
0 0
SSW21
0 0
SSW21
0 0
SSW1 s
F
0
SSW18
0 0
SSW15
f
0
SW15
0 0
SSW12
WALL PRDFILFS
i
TABLE NOTES:
1. SDS'/4' x 3'/2" SCREWS PROVIDED WITH WALL.
2. SEE SHEET SSW1 FOR ANCHORAGE SOLUTIONS.
STEEL STRONG -WALL MODELS
STD. WALL
MODEL
NO.
-STK WALL
MODEL
NO.
H (in)
T (in)
HOEDOWN
ANCHOR
BOLTS2
TY.
F Q O
TOP OF WALL'
SCREWS'
SSW12x7
- -
80
1 3 1/2
(2) 3/4"
4
SSW15x7
- -
80
3 112
(2) 1"
6
SSW18x7
_ _
80
3 1/2
(2) 1"
9
SSW21x7
- -
80
3 1/2
(2) 1"
12
SSW24x7
- -
80
3 1/2
(2) 1"
14
SSW12x7A
- -
85 1/2
3 1/2
(2) 3/4
4
SSW15x7.4
- -
85 1/2
1 3 1/2
(2) 1"
6
SSW18x7.4
- -
85 1/2
3 1 /2
(2) 1
9
SSW21 x7.4
- -
85 1 /2
3 112
(2) 1"
12
SSW24x7.4
- -
85 1/2
3 112
(2) 1"
14
SSW12x8
- -
93 114
3 1/2
(2) 3/4"
4
SSW15x8
SSW15x8-STK
93 1/4
3 1/2
(2) 1"
6
SSW18x8
SSW18x8-STK
93 114
3 1/2
(2) 1"
9
SSW21x8
SSW21x8-STK
93 1/4
3 1/2
(2) 1"
12
SSW24x8
SSW24x8-STK
93 1/4
3 1/2
(2)1" `
14
SSW12x9
- -
105 1/4
3 1/2
(2) 3/4"
4
SSW15x9
SSW15x9-STK
105 1/4
3 1/2
(2) 1"
6
SSW18x9
SSW18x9-STK
105 1/4
3 1/2
(2) 1"
9
SSW21x9
SSW21x9-STK
105 114
3 1/2
(2) 1"
12
SSW24x9
SSW24x9-STK
105 1/4
3 1/2
(2) 1"
14
SSW1 2x10
- -
117 1/4
3 1/2
(2) 3/4"
4
SSW1 5xl0
SSW1 5x10-STK
117 1/4
3 1/2
(2) 1"
6
SSW1 8x10
SSW1 8x10-STK
117 1/4
3 1/2
(2) 1"
- - 9
SSW21x10
SSW21x10-STK
117 1/4
3 1/2
(2) 1"
12
SSW24x10
SSW24x10-STK
117 1/4
3 1/2
(2) 1"
14
SSW1 5x1.1
SSW15x11-STK
129 114
5 1/2
(2) 1"
6
SSW18x11
SSW18xl1-STK
129 1/4
5 1/2
(2) 1
9
SSW21x11
SSW21x11-STK
129 1/4
5 1/2
(2) 1"
12
SS W24x11
SSW24xl1-STK
129114
51/2
2 1
( )
14
SSW1 5x12
SSW15x12-STK
141 1/4
5 1/2
(2) 1"
6
SSW1 8x12
SSW1 8xl2-STK
141 1/4 1
5 1/2
(2) 1"
9
SSW21x12
SSW2lxl2-STK
141 1/4
5 1/2
(2) 1"
12
SSW24x12
SSW24x12-STK
141 1/4
5 1/2
(2) 1"
14
SSW1 8xl3
SSW1 8x13-STK
153 1/4
5 1/2
(2) 1"
9
SSW21x13
SSW21x13-STK 1
153 114
5 1/2 1
(2) 1"
12
SSW24x13
SSW24x13-STK 1
153 1/4
5 1/2 1
(2) 1"
14
PLACE SSW PANEL OVER DRILL 2 DIAMETER 1 PLACE SSW PANEL OVER THREADED
.
0 0 0 o THE ANCHOR BOLTS AND RODS AND SECURE WITH HEAVY HEX
...DEEP HOLE OR NOTCH
SECURE WITH HEAVY " NUTS (PROVIDED). USE
2 x2 x1 DEEP MAX. IN
STEEL
HEX NUTS. PROVIDED 1 1/4".WRENCH/SOCKET FOR 3/4" NUT
(PROVIDED) STRONG -WALL SHEATHING & RIM JOIST.
„ o 0 0 0 1 5/8" WRENCH/SOCKET. FOR 1" NUT
USE 1ya WRENCH / SOCKET FOR 3/4 NUT SET LOWER NUT FLUSH
NAILING
° ° HALL BE SNUG TIGHT.
° USE `1%" WRENCH / SOCKET FOR 1" NUT ° WITH TOP OF SHEATHING. NUTS S
BY OTHERS DO NOT USE AN IMPACT WRENCH.
NUTS SHALL BE SNUG TIGHT. SSW BASE PLATE SHALL
FRAMING BY
DO NOT USE AN IMPACT WRENCH. SIT FLUSH &LEVEL ON NUTS.
OTHERS JOIST HANGER
o SIMPSON A34 EACH SIDE
° ° ° ° TYPICAL (IF REQUIRED)
1 4 SOLID BLOCKING BELOW
d d va d a
•d Id SEE SSW1 TO SSW1 FOR ° STEEL STRONG WALL
° ° °. ° .°
a ANCHORAGE SOLUTIONS
TWOOD FIRS O ° d ° °
a o °
d a REGISTERED DESIGN PROFESSIONAL WALL -CONNECTION SIT
d IS PERMITTED TO MODIFY DETAILS I `. ° °
a •I II. I ° a
FOR SPECIFIC CONDITIONS. I . , I a ; . fl 1.1d
a II d l .1 I o III 1 a 11 II.
11. 11d
d 1 1 d ICOUPLER ANUT a Lh
a III
all
dDED LST O- O CONCRETE 4 LUIIRODS (INCLUDED
SECTION WITH SSW -1KT Ib a I I a
FOR 8" TO 12" BLOCK DEPTHS: PLACE SSW PANEL OVER
SIMPSON CS16 STRAPS REQUIRED THE ANCHOR BOLTS AND 1 4 I
II
a
SEE SHEET
WITH 10dx1'/2 NAILS (0.148" x 1.5") SECURE WITH HEAVY °
SEE SSW1 TO SSW1 FOR
SHIM BLOCK HEIGHTS GREATER SSW1 FOR
„ HEX NUTS.`(PROVIDED) ANCHORAGESOLUTIONS
' THAN 8 AND UP TO 10": 1 „ „ ANCHORAGE ` INTERIOR ELEVATION
E 1 WRENCH / SOCKET FOR 3/4 NUT
'• 8 NAILS INTO BLOCK US � SOLUTIONS.
SE %" WRENCH / SOCKET FOR 1" NUT
WALL
MODELCONTENTS
WIDTH
NO.
(in)
12
SSW1 2-1KT
EACH KIT CONTAINS:
(1) SHEAR TRANSFER PLATE
15
SSW1 5-1 KT
(with #14 SCREWS)
2 3/4 x18 or 1 x 18 THREADED
18
SSW1 8-1 KT
RODS (ASTM A36)
(2) COUPLER NUTS
21
SSW21-1 KT
1(2)
HEAVY HEX NUTS
24
SSW24-1KT
INSTALLATION INSTRUCTIONS
8 INTO SSW NAILER STUD
SHIM BLOCK HEIGHTS GREATER
U 1 $
NUTS SHALL BE SNUG TIGHT.
REGISTERED DESIGN PROFESSIONAL
ORDER FIRST FLOOR CONNECTOR KIT SEPARATELY.
THAN 10" AND UP TO 12":
DO NOT USE AN IMPACT WRENCH.
IS PERMITTED TO MODIFY DETAILS
MODEL SSW -1 KT. EXAMPLE. SSW21-1 KT
.•
10 NAILS INTO BLOCK
FOR SPECIFIC CONDITIONS.
2x FLAT SHIM BLOCK
10 INTO SSW NAILER STUD
,
#14 SCREWS TO
o 0 0 0
ALTERNATE ` S
WOOD FRAMING
PANEL ( PROVIDED
` (PROVIDED
SHEAR TRANSFER
STEEL
WITH SSW
- )
PLATE. PROVIDED
(
STRONG -WALL
LTP4 SPACING
4x SHIM BLOCK
WITH SSW -1 KT)
- BY OTHERS
°
. ....... ...ATTACH WITH SDS „ x 4� ��
/4 2
.......
RIM JOIST
BLOCKING
SCREWS TO SHIM BLOCK
ATTACH SDS SCREWS
2nd STORY �..
REGISTERED DESIGN PROFESSIONAL
R GISTER�I
•'
BELOW SSW
INSTEAD OF OF SDS' "x 3� �,
Y4 �2
TO SHIM BLOCK
STEEL STRONG -WALL
°
IS PERMITTED TO MODIFY DETAILS
- - - - - - - - - -
-----------
0 0 0 o SCREWS PROVIDED.
o' o 0
0
FOR SPECIFIC CONDITIONS.
,
JOIST HANGER
(IF REQUIRED)
ADJACENT FRAMING
0000
0
BY OTHERS
SHEAR TRANSFER PLATE
FLOOR SHEATHING
°
AND #14 SELF -DRILLING SCREWS
2x FLAT SHIM BLOCK
-
4x SHIM
BLOCK
PROVIDED WITH SSW -2KT .
a
a
I `II
I.
a
FLOOR FRAMING AT 2'-0"
SOLID BLOCKING BELOW
a
a
I II aWHERE
a
a
axSHAPED OC MAX. WHE E FRAMING
10d COMMONS
a s a
IS PARALLEL TO WALL
SHIM BLOCK
( 12" MAX. DEPTH
CRIPPLE SHEAR WALL,
STEEL STRONG -WALL
. , 1 1 . I I a.
T FRAMING
O 1 I 1 I
a
,
INSTALL BLOCKING WITHIN
STEEL SRONG- LL MODELS
1
•'
AT TALL END)
BLOCKING AND STRAP
BY OTHERS
10d COMMON NAILS
BETWEEN FLOOR FRAMING
a 1 I I b
(NOT PROVIDED) SHEAR TRANSFERJ 6 OF EACH END OF SSW.
• • •
.
(NOT PROVIDED)
° BY OTHERS BLOCKING DEPTH SHALL
LTP4 SPACING
(LTP4 SHOWN) MATCH FLOOR FRAMING.
RIM JOIST BEAM
TOP PLATE
OR BLOCKING
.
.......
BY OTHERS
.......
ATTACH SDS SCREWS
RIM JOIST
N SECTION
EXTERIOR. ELEVATION S C
IF APPLICABLE
ATTACH SDS SCREWS TQ BLOCKING
XF MAXIMUM WOOD SHIM TO SHIM BLOCK
s o 0 0 0 0 0 0 o SHEAR TRANSFER
WITH SDS %4" x 3%2' SCREWS. ADJACENT FRAMING E
O � 0 0 O O BY OTHERS
FOR SHIMS GREATER ADJACENT
BY OTHERS (SIMPSON LTP4 SHOWN FOR PERPENDICULAR FLOOR FRAMING SPACED
FRAMING
1/4 HOLES TO ATTACH
OPTIONAL BLCCKING OR
FRAMING
PRE -ATTACHED now
WOOD STUDS
HOLES PREDRILLED IN
STUDS FOR WIRING.
ADDITIONAL 1-1/8 DIAMETER
HOLES MAY BE DRILLED THRU
WOOD STUDS AT ANY HOLE
LOCATION MATCHING AN
OBROUND HOLE IN
STEEL PANEL FLANGE.
REGISTERED DESIGN PROFESSIONAL
i
I
ILLUSTRATION
5 ) AT 2-0 OC MAXIMUM. WHERE FRAMING
THAN �/';SEE BY OTHERS
SSW2 IS PARALLEL TO WALL, INSTALL
RAKE WALL CRIPPLE WALL SDS 3��� SCREWS BLOCKING WITHIN 6" OF EACH END OF
%„ X °
ATTACH TOP OF WALL TO TOP PLATES
WITH SDS %" x 3'/2' SCREWS (PROVIDED)
STEEL PANEL
(INCLUDED WITH WALL) STEEL STRONG -WALL. BLOCKING DEPTH
SHALL MATCH FLOOR FRAMING DEPTH.
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS FIRST STORY __LV�_L
FOR SPECIFIC CONDITIONS. STEEL STRONG -WALL
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
OPTIONAL PILOT HOLEADJUSTMENTS10
0 o O 0 WALL HEIGHT 5 ST C D L SECTION8 I S�' FLOOR T FRAMING
PREFABRICATED HOLES IN STEEL PLACE SSW PANEL OVER THREADED
PANEL. (VARY WITH EACH MODEL) DRILL 2 DIAMETER x 1. EX
ADDITIONAL CUTTING OF STEEL DEEP HOLE OR NOTCH
WALL OR ENLARGING OF EXISTING 2"x2"x1" DEEP MAX. IN
HOLES NOT PERMITTED
2 OR 5 -w°-
SSW2 SSW2 ALTERNATE
ELECTRICAL BUSHINGS
AT ALL ROUND MECHANICAL HOLES.
IS PERMITTED TO MODIFY DETAILSO
•� P .. 11 •.d •� e I If• dam.
F R SPECIFIC CONDITIONS.
4 OR 7 =
' SSW2 SSW2 ALTERNATE
SINGLE -STORY SS CONCRETE2
9
GARAGE HEADER 2 OR(5 SHEAR TRANSFER SSW2
ROUGH OPENING HEIGHT SSW2 SSWV2 ALTERNATE DESIGN & DETAILS
BY OTHERS
i
SHEATHING & RIM JOIST.
SET LOWER NUT FLUSH
WITH TOP OF SHEATHING.
SSW BASE PLATE SHALL
SIT FLUSH & LEVEL ON NUTS.
II.
INTERIOR ELEVATION COMMON NAILS AT 16" O.C. ALONG EACH
EDGE OF BEAM.
1
2 4 15/32 SHEATHING BETWEEN
SHEAR TRANSFER (PLATE 2x HEADER PLYS SHALL MATCH HEADER
AND #14 SELF -DRILLING SCREWS ° ° ° °
DEPTH AND EXTEND FULL WIDTH OF
(PROVIDED WITH SSW -2KT) STEEL STRONG -WALL SSW, MINIMUM.
ORDER TWO-STORY I[ ___[ (S;SW18 SHOWN)
STACKED WALL ° ° ° RIM JOIST
SIDE VIEW
CONNECTOR KIT
SEPARATELY. SSW WITH MULTI -PLY HEADER
MODEL SSW -2KT
EXAMPLE: SSW21-2KT SHEAR TRANSFER ----------- -
BY OTHERS
LTP4 SHOWN
MULTI -PLY HEADERS
REGISTERED DESIGN PROFESSIONAL
PERMITTED T IS P O MODIFY DETAIL
S
R SPECIFIC
C CONDITIONS. 1. STEEL STRONG -WALL SHEARWALL IS MANUFACTURED AND TRADEMARKED BY SIMPSON STRONG -TIE .COMPANY, INC.
999-5099 FAX: 925 847-1597.
10d COMMON NAILS HOME OFFICE. 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA 94588 TEE. (800) ( )
SIMPSON STRONG -TIE COMPANY INC. IS AN ISO 9001 REGISTERED COMPANY.
(NOT INCLUDED) ,
TWO-STO
RY STACKED DEPARTMENT.
2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING
WALL CONNECTION KIT STRUCTURE. DESIGN OF THE
3. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUC U
O O O O
GARAGE WA
d Il o d a . 11
RAGE WALL OPTION 2 I d I
�,. FOR GA I I II
RODS AND SECURE WITH HEAVY H
USE HEADER BY OTHERS. 16d COMMON NAILING. SEE SIDE
NUTS
(PROVIDED).
1 5/8" WRENCH/SOCKET FOR 1" NUT 2 PLY 2x12 MIN WITH %" VIEWS FOR SPACING.
NUTS SHALL BE SNUG TIGHT. SHEATHING BETWEEN PLYS
DO NOT USE AN IMPACT WRENCH. OR 2 PLY 1 Y4'x11'/" MIN. LVL
(2 PLY LVL SHOWN): INSTALLSDS'/4'x3%2"
SCRE\N(S. SEE SIDE VIEWS
SIMPSON A34 EACH SIDE FOR NUMBER & SPACING
NOTE: (SCREWS BY INSTALLER)
MULTI -PLY HEADERS MAYBE
- USED WITH STEEL STRONG
• ° ° LID BLOCKING BELOW REGISTERED DESIGN PROFESSIONAL
SO OC G O WALL FOR WIND .DESIGNS OR
1 DIAMETER �
STANDARD STEEL STRONG -WALL 1 2 IS PERMITTED TO MODIFY DETAILS
- ROD
THREADED RODS IN SEISMIC DESIGN CATEGORIES
STEEL STRONG WALL
(PROVIDED WITH A-C (IBC & IRC) ONLY FOR SPECIFIC CONDITIONS.
AT 2nd FLOOR LENGTH SSW 2KT)
SDS%a x3% SCREWS
PROVIDED WITH WALL
W DRILL 1 1/16 MAX DIAMETER RODS
O SSW
°
FOR SHIMS GREATER HOLE IN DOUBLE TOP
R R D SSW MULTI -PLY HEADER CROSS SECTION
„ 5 ° 8 PLATE F
THAN 7/8 SEE SSW2
SSW2
O O ATTACH TOP OF SSW TO 1" MIN.
TYP.
TOP PLATES WITH „ "
°° ° 1" '" 2 2 "3 " SCREWS
UPPER PANEL SHEAR SDS/a x 3/z SCREWS
1 INSTALL SDS 1/4 x 1/2 SC S
MAXIMUM -.— -•.— 3
O
ROD LENGTH REDUCTION FACTOR (PROVIDED WITH SSHORIZONTALLY THROUGH LVL OR
W)
2 x LUMBER HEADER PLYS. 4 SCREWS
18 INCHES 1.00
21 INCHES 0.94
TOTAL FOR SSW12, 6 SCREWS TOTAL
HEAVY HEX NUTS TOP 4 FOR SSW1 5,
SSW18, SSW21 AND SSW24.
SSW-STK OPTION ROD LENGTH IS TOTAL OF FLOOR ° AND BOTTOM PROVIDED
(
.. .. JOIST DEPTH PLUS TOP PLATES - " " SCREWS PROVIDED
(FACTORY INSTALLED) WITH SSW 2KT). NUTS SHALL 2 SDS 1/4 x3 1/2 SCR S
O
3%" MIN WIDTH .. PLUS SHIM THICKNESS. BE SNUG TIGHT. DO NOT WITH WALL
1� +
HEADER BY USE AN IMPACT WRENCH.. 2 11
OTHERS. FOR o 0 0 0 3 FASTEN PLYS TOGETHER WITH 16d
MULTI -PLY HEADER
REQUIREMENTS
11
SEE
° SSW2
0 0
0 0 a
0 0
0 0
SEE SHEET SSW4
1. THE HEIGHT OF THE GARAGE CURB FIRST STORY WALL:
FOR GARAGE PORTAL
ABOVE THE GARAGE SLAB IS CRITICAL ROUGH III Ini ADD -STK TO MODEL
SYSTEM WHEN SSWP-KT
FOR THE ROUGH HEADER OPENING AT OPENING NAME.
IS SPECIFIED
GARAGE RETURN WALLS. HEIGHT EXAMPLE: SSW21x9-STK
2. SHIMS ARE NOT PROVIDED WITH
STEEL STRONG -WALL.
3. FURRING ON UNDERSIDE OF GARAGE °
HEADER MAY BE NECESSARY FOR
POST & POST 4
LESSER ROUGH OPENING
NI HEIGHTS.
BASE DE
TAIL
L SSW2
E
BY OTHERS i
MODEL
H
ROUGH
OPENING
No.
CURB
HEIGHT
SSW12x7
SSW15x7
5Y2'
7' - 1Y2"
SSW18x7
SSW21 x7
6"
7' - 2"
SSW24x7
SSW12x8
SSW15x8
5Y2'
8' - 2Y4"
SSW18x8
SSW21x8
6"
8' - 31/a"
SSW24x8
REGISTERED DESIGN PROFESSIONAL H
IS PERMITTED TO MODIFY DETAILS CURB a
FOR SPECIFIC CONDITIONS.
o•
a
d
4
d a
SS W2
LL OPT10�1 11 GARAGE WALL OPT101V 2
y r
s y
NOTE:
a. .. s .. -,•,.
7-FT. HIGH STEEL STRONG -WALL MODELS S
s
ARE 80", 2 TALLER THAN 7-FT HIGH WOOD
STRONG -WALL SHEARWALLS
BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM
THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE SPECIFIER.
•4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS.
5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, (CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY
COMPONENTS FOR THE STEEL STRONG -WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT
TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRUCTION.
• • DRAWINGS. THE PERFORMANCE OF
6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE GS
MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE SPECIFIER.
7. SIMPSON STRONG -TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS
EXTERIOR ELEVATION WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES.
8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE.
i
► 2
TWO S O Y STACKED
S 3 C 6 -STORY STACKED �' FRAMING I G 9 NOTES
... �.,� ALTERNATE GA L
,� II
°11
4
a REGISTERED DESIGN PROFESSIONAL
SSW2 SSW2 ALTERNATE I II a
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS
WALL
MODEL
WIDTH
NO.
- CONTENTS
(in)
15
SSW15-2KT
EACH KIT CONTAINS:
(1) SHEAR TRANSFER PLATE
18
SSW18-2KT
with #14 SCREWS)
)
(2) 1" x 48" THREADED RODS (ASTM A36)
21
SSW21-2KT
(6) HEAVY HEX NUTS
24
SSW24-2KT
INSTALLATION INSTRUCTIONS
U]
Z
z
LD
O
U)
U]
>
LLJ
W
U
f�
co
co
0
0
N
rn
W
o
Ei
N
Q
N
rn
O
zT
`,
U
Z
Z
J
Q
m o0
Cn�O
O
Q�Cy)
1=mo
U
(f) L
L u
f--
O Q
mU�
�
0-)
L 00
cf.
Z
0O •z0
�d0
w 00 Q`-'
CCJ.>
:2InLW_l
CL_
:
0 0-) _j W
Cfj
=LC)Q_F-
• al
u®
NAME
DATE
9-21-2009
SCALE
N.T.S.
CHECKED`
SHEET
5 5�ff 2
OF SHEETS
JO B NO.
I "A
0 0� I T
SSW24 VTI
FULL HEIGHT STUDS
(BY OTHERS)
0 0
SSW21
0 0
SSW18
0 0
SSW15
BALLOON FRAME STEEL STRONG -WALL
SHOWN WITH FULL HEIGHT STUDS BY OTHERS
STEEL STRONG -WALL BALLOOM FIMMING MODELS
NOMINAL WALL
HEIGHT (FT)
LOWER WALL
MODEL NO.
UPPER WALL
MODEL NO.
H (in)
T (in)
HOLDOWN
ANCHOR
BOLTS2
OTY.OF
TOP OF WALL
SCREWS'
15" WALL
MODELS
15
SSW15X8-STK
SSW15x7
173 1/4
3 1/2
(2) 1"
6
16
SSW15X8-STK
SSW15x8
186 1/2
3 1/2
(2) 1"
6
17
SSW1 5X1 01-STK
SSW15x7
197 1/4
3 1/2
(2) 1"
6
18
SSW15X10-STK
SSW15x8
210 1/2
3 1/2
(2) 1"
6
19
SSW15X10-STK
SSW15x9
222 1/2
3 1/2
(2) V
6
20
SSW15X1Oi-STK
SSW15x10
234 1/2
3 1/2
(2) 1 11
6
18" WALL
MODELS
15
SSW18X8-STK
SSW18x7
173 1/4
3 1/2
(2) 1"
9
16
SSW18X8-STK
SSW18x8
186 1/2
3 1/2
(2) 1"
9
17
SSW18X10-STK
SSW18x7
197 114
3 1/2
(2) 1"
9
18
SSW18X10-STK
SSW18x8
210 1/2
3 112
(2) 1"
9
19
SSW18x10-STK
SSW18x9
222 1/2
3 1/2
(2) 1 "
9
20
SSW18X10- STK
SSW18x10
234 1/2
3 1/2
(2) 1 "
9
21 WALL
MODELS
15
SSW21X8-STK
SSW21x7
173 1/4
3 1/2
(2) 1"
12
16
SSW21 X8- TK
S
SS W21 x8
18 6 1/2
3 1/2
(2) 1 "
12
17
SSW21X10-STK
SSW21x7
197 1/4
31/2
2 1"
12
18
-
SSW21X10 STK
SS W21x8
210 1/2
3 1 /2
2 1 "
O
12
19
_
SSW21x10 STK
SSW21x9
222 1/2
3 1/2
—
2 "
1
12
20
SSW21X10-STK
SSW21x10
234 1/2
31/2
2 1"
12
24" WALL
MODELS
15
SSW24X8-STK
SSW24x7
173 1/4
3 1/2
(2) 1"
14
16
SSW24X8-STK
SSW24x8
186 1/2
3 1/2
(2) 1"
14
17
SSW24X10-STK
SSW24x7
197 1/4
3 1 /2
(2) 1"
14
18
-
SSW24X10 STK
SSW24x8
10
2 1/2
3 1/2
"
(2} 1
14
19
SSW24X10_ STK
SSW24x9
222 1/2
3112
(2) 1 "
14
20
SSW24XIO-STK
SSW24x10
234 1/2
3 1/2
(2) 1"
14
FULL HEIGHT STUDS
DESIGN BY OTHERS 0 0 0 0 PLA E C SSW PANEL OVER
THE ANCHOR BOLTS AND
SECURE WITH HEAVY
1. STEEL STRONG -WALL SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON-INC." STRONG TIE COMPANY, INC
HEX NUTS. (PROVIDED)
HOME OFFICE: 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA 94588 TEL: 800 999-51099 FAX: 925 847-159
USE 1%" WRENCH /SOCKET FOR 1" NUT
"SIMPSON STRONG TIE COMPANY, INC. IS AN ISO 9001 REGISTERED COMPANY.
NUTS SHALL BE SNUG TIGHT.
2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT.
DO NOT USE AN IMPACT WRENCH.
3. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THESTRUCTURE. DESIGN OF
THE BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES
'Al I I
FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE SPECIFIER.
a d c
4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS.
.
° I T-
q la
5. THE CONTRACTOR SHALL VERIFY AL L DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF
•. ° 1 r• . a
ANY COMPONENTS FOR THE- STEEL STRONG WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL
° .'1 I a I • REGISTERED DESIGN PROFESSIONAL
a 1
BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO (CONSTRUCTION.
°
d L� • • 4 • ' ° IS PERMITTED TO MODIFY DETAILS
a
6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF
a FOR SPECCIFIC CONDITIONS.
MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE SPECIFIER.
'
7. SIMPSON STRONG -TIE COMPANY INC. RESERVES THE RI GHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS`:
WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES.
8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE.
BALLOON FRAMING SE PLATE CONNECTION
2
FULL HEIGHT STUDS
DESIGN BY OTHERS
PLACE SSW PANEL OVER
THE ANCHOR BOLTS AND
SECURE WITH HEAVY
HEX NUTS. o 0 0 0. o. o
UTS. (PROVIDED) a
USE 1 / WRENCH / SOCKET FOR 1 NUT NAILING BY OTHERS
s
NUTS SHALL BE SNUG TIGHT.
DO NOT USE AN IMPACT WRENCH.
JOIST HANGER
0 0 0 o STEEL O (IF REQUIRED)
1. SDS' 4' x 3%" SCREWS PROVIDED WITH WALL.
STRONG -WALL
2. SEE SSW1 FOR ANCHORAGE SOLUTIONS. 7777777777
K
3. STACKED INSTALLATION REQUIRES MINIMUM DOUBLE 2x6 STUDS EACH SIDE OF BLOCK SOLID
STEEL STONG-WALL ( ) PROVIDED BY INSTALLER). SEE DETAILS 4 & 5. BELOW (FULL o . o o a o o. FRAMING
HEIGHT STUDS (BY OTHERS
I• e v II v
11 <I I I I I Id. FRAMING BY
• • • • I r OTHERS TYP.
L Q- v v
1 I dl I• .
4,ir II
v I,
I a v ,
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECCIFI C CONDITIIONS.
ELEVATION SEC'1'10
4 -
SW3
BALLOON
FRAMING AT WOOD FLOOR
- 3 NOTES
-
FOR 8 TO 12 BLOCK DEPTHS. CS16 STRAPS REQUIRED
0 O 0 O
WITH 10d x 1/2 NAILS (0.148 x1.5 )
Zia
SHIM BLOCK HEIGHTS GREATER THAN 8" AND UP TO 10":
FULL HEIGHT STUDS (DESIGN 0 0 0 STEEL STRONG -WALL
-WALL SHEAR CONNECTORS 8 NAILS INTO BLOCK
BY OTHERS FOR OUT -OF -PLANE REQUIRtED ON EACH SIDE F 8 INTO SSW NA
ILER AILER STUD
AT TOP WALL BLOCK (PER TABLE. SHIM BLOCK HEIGHTS GREATER THAN 1011 ,AND UP TO 1211
WIND OR SEISMIC LOADING). 2-2x6 TOP PLATE BL ' .
.
MINIMUM EACH SIDE WITH 10d NAILS
O O 0 0
10 NAILS INTO BLOCK
AT 16"-0C STUD TO SSW NAILER STUD
10 INTO SSW NAILER STUD
AND STUD TO STUD.
SO P4
W
5
0 0 0 0
SW3
SSW-STK OPTION
FACTORY INSTALLED
10d COMMON NAILS
.SPACED AT 16" O.C.
STUD TO SSW
NAILER STUD
U &
H
STUD TO STUD.
iI T; / i ii9iI 0I Glib �i
i
AT 6x BLOCK
SIMPSON LTP4
1
4x or 6x SHIM BLOCK
4x or 6x BLOCK
(4x SHOWN) SIMPSON A35
AT 4x BL OCK
.
SDS x3
r / SCREWS
ATTACH TOP OF WALL (PROVIDED)
T BLOCK
O OC WITH
SDS/4 x 3/z SCREWS
PROVIDED
a
ELEVATI
ON
SECT1 ON
REGISTERED DESIGN PROFESS
IONAL
ONAL
IS PERMIT
TED TOM MO
DIFY IFY DETAILS
FOR SPE CCIFIC CONDITIONS.
BOTTOM WALL:
L
FRAMING
ADD -STK TO MODEL -NAME. TOP OF WALL CONNECTION
W24x8-STK EXAMPLE: SS o
0 0 0 0
0 0 0 VA
0 0 0 0
0 0 0 0 PLACE SSW PANE
L OVER
THE THREADED RODS AND
. SECURE WITH
HEAVY
HEX NUTS (PR
OVIDED).
.
FULL HEIGHT STUDS (DESIGN USE 15 n WR
ENCH /SOCKET FOR 1"
NUT
B OUT -OF -PLANE
Y OTHERS FOR OUT OF PLANE - NUTS SHALL BE SNUG TIGHT.
WIND OR SEISMIC LOADING). 2 2x6 DO NOT USE AN IMPA
CT WRENCH.
�M E _ o 0 0 0 MINIMU
M EACH SIDE WITH 10d NAILS
AT 16 OC STUD TO SSW NAILER STUD
i
AND STUD
U TO STUD..:. AT TOP OF
a o a a c a u
WALL SEE
4
SSW
E ZONAL
E SS
REGISTERED DESIGN PROF S
O O O O
a
i
IS PERMITTED TO MODIFY DETAILS 1 a
i 1
FOR SPECCIFIC CONDITIONS. I I 0 1 1
O ASTM A36 THREADED RODS.: . . .. -
a o 0 0 0 0 0
I II
a I a
�i II 1 a
I a PROVIDED WITH SSWBF-KT
L II II
L�
a L
SECURE THREADED ROD
a
TOTUBE
2 3
a . WITH HEAVY
a HEXNUTS.
a
'
a (PROVIDED WITH SSWBF KT
�wl �wlAL
TERNATE a
5
REGISTERED DESIGN PROFESSIONAL /s WRENCH./ SOCKET FOR 1 NUT
SS ONAL U
NUTS P U S SHALL BE SNUG TIGHT.
S PERMITTED TO MODIFY DETAILS
DO NOT OT USE AN IMPACT WRENCH.
SPECCIFIC (CONDITIONS.
BALLOON FRAMING I BALLOONFRAMING WALL TO WALL CONNECTION
N 5
wall
MMlodel
TOTAL
CONNECTORS
BLOCK TO TOP PLATE
SHEAR CONNECTORS
ill
15 WALL
4 (2 each side)
LTP4 OR A35
18"' WALL
4 (2 each side)
LTP4 OR A35
21... WALL
6 (3 each side)
LTP4 OR A35
111
24 WALL6
3 each side
( )
LTP4 R
O A35.
i
i
-
Z
O
v�
z
>
O
w
5
m
W
—
0
0
N
rn
0
EE-
t�
N
rn
O
z
I
NAME
DATE
}
9-21-2009
SCALE
N.T.S.
JA
CHECKED
OT,
SHEET
ff
OF SHEETS
e
JOB NO.
wt i�i
7:1
;,
�I
i
_ I i it f � .-
u.
�i I
, 3- 1sn MIN WIDTH HEADER BY DESIGNER.
4 5
.SEE SEE FOR MULTI -PLY 16d COMMON NAILING. SEESIDE�
SSW4 SSW4 HEADER BY OTHERS.
Z
GARAGE HEADER VIEWS FOR SPACING.
2 PLY 2x12 MIN WITH % O w
HEADER ROUGH OPENING 2 cn
ADER REQUIREMENTS NING HEIGHT. Q
SHEATHING BETWEEN PLYS �
4
SSW4.
0
PORTAL STRAP AND
0
' #14 SELF -DRILLING SCREWS
(PROVIDED WITH SSWP-KT)
0 0
3 �� 7 �� rr w
OR 2 PLY 1 / x11 / MIN. LVL
a s INSTALL SD x31 W w
2 PLY LVL SHOWN)S S%a��/2��
SCREWS. SEE SIDE VIEWS
FOR N MBER )
O U & SPACING
NOTE:
(SCREWS BY INSTALLER) �
MULTI -PLY HEADERS MAY BE
REGISTERED DESIGN PROIFESSIONAL
USED WITH STEEL _ W
STRONG o
WALL FOR WIND DESIGNS - IS PERMITTED TO MODIFY IDETAILS W o
SIG S OR �JN E- cv
FOR SPECIFIC CONDITIONS.
IN SEISMIC
DESIGN CATEGORIES r- N
A-C (IBC & IRC) ONLY
Q
SDS/a xV2SCREWS
(�L\PROVIDED WITH WALL
SSW
SSW MULTI -PLY HEADER CROSS SECTION
LSTA24 STRAP (MIN.) ) HEADER SUPPORT POST 1. THE HEIGHT OF THE GARAGE CURB
AT BEAM TO POST BY DESIGNER MIN.
( ) ABOVE THE GARAGE SLAB IS CRITICAL
O
Z o
FOR THE ROUGH HEADER OPENING AT TYP.
2 211
GARAGE RETURN WALLS. 3 ,
,� 2. SHI
MS SARE NOT PROVIDED WITH ,
ROUGH •a 8 MIN. 16 - 4 MAX. �� ��
STEEL STRONG -
WALL. INSTALL SDS 1/4 x3 1/2 SCREWS
OPENING
S EL STRONG WALL:.
O
HORIZONTALLY THROUGH LVL OR
3. FURRING DOWN GARAGE HEADER MAY
HEIGHT 4 2 x LUMBER HEADER PLY,S. 4 SCREWS
BE NECESSARY FOR CORRECT ROUGH
TOTAL FOR SSW12.6 SCREWS TOTAL
OPENING HEIGHT.
FOR SSW15 SSW18 SSV1U21 AND SSW24.
STEEL STRONG -WALL ' '
STHD10 +
2 SDS 1/4 x3 1/2 SCREWS PROVIDED
-- O
.. HOEDOWN SHOWN o 0 0 o WITH WALL
° ° EXTERIOR FACE 10001b UPLIFT CAPICITY MIN. iN
3 FASTEN
EN PLY TOGETH
ER WITH 16d
O
SSW4
COMMON ,
O NAILS AT 16 O..C. ALONG EACH
° • ° ° COLUMN BASE ' '
EDGE OF BEAM.
SIM. (BY DESIGNER)
1 2
0
o o
_ ,
4 .15/32 HE
a O
S ATHING BETW
EEN
2x HEADER PLY S SHALL MATCH HEADER
CURB
• a a STEEL STRONG -WALL..
.DEPTH AND EXTEND FULL WIDTH OF
2
SSW18 SHOWN
( ) SSW, MINIMUM.
d a s a a a SIDE VIEW
a
SSW WITH MULTI PLY HEADER
STEEL STRONG-WALL
SINGLE WALL PORTAL
I MULTI -PLY E S
1. STEEL STRONG -WALL SHEARWALL IS MANUFACTURED AND TRADEMARKED BY SIMPSON STRONG -TIE COMPANY INC.
HOME OFFICE. 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA 94588 TEL: (800) 999-5099, FAX. 925 847-1597.
"SIMPSON STRONG -TIE COMPANY INC." IS AN ISO 9001 REGISTERED COMPANY.
S$ MIN WIDTH HEADER BY DESIGNER.
2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT.'
4 5 •
3. THIS PRODUCT PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN
- GARAGE HEADOF THE
.SEE .SEE FOR MULTI PLY ER
SSW4 SSW4
ROUGH OPENING HEIGHT BUILDINGS LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM
THE STRUCTURE TO THE GROUND IS THE RESPONSIBILITY OF THE SPECIFIER
HEADER REQUIREMENTS
4 4
SSW4 SSW4
401
• e P RAP AND -
PORTAL STRAP
#14 SELF -DRILLING SCREWS '
PROVIDED WITH SSWP-KT
MODEL
H
ROUGH
No.
CURB
OPENING
HEIGHT
SSW12x7
51 �
2
71 - 1211
2
SSW15x7
SSW18x7
6"
7' - 2"
SSW12x7,4
SSW15x7.4
0"
7' - 1 %"
SSW18x7.4
SSW12x8
5X2"
2
8'-23
/a11
SSW15x8
SSW18x8
6"
8' - 3"
4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS.
5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY
COMPONENTS FOR THE STEEL STRONG -WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT
TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRUCTION.
6. INSTALLATION OF PRODUCT SHALL BE DONE
O E IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF
MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE SPECIFIER.
7. SIMPSON STRONG -TIE COMPANY iNiC. RESERVES THE RIGHT TO CHANG
E SPECIFICATIONS, DESIGNS, AND MODELS
WITHOUT NOTICE OR LIABILITY FOR, SUCH CHANGES.
8. ALL HARDWARE CALLED T OU S SIMPSON STRONG TIE.
O O O O -
1. THE HEIGHT OF THE GARAGE CURB
ABOVE THE GARAGE SLAB IS CRITICAL
FOR THE ROUGHHEADER OPENING PENING AT
GAR
AGE E RETURN WALLS.
2. SHIMS ARE NOT PROVIDED WITH '
- 4 MAX.
STEEL STRONG -WALL.
NOTES
ROUGH
8 MIN. 16 � '
OPENING
3. FURRING DOWN GARAGE HEADER MAY
BE NECESSARY FOR CORRECT ROUGH
HEIGHT
OPENING HEIGHT. '
STEEL STRONG -WALL
0 0 0 0
(EXTERIOR FACE)
3
3 -
SSW4
SSW4
SIM.
SIM.
jr I -I I L I
d H Ha
a Q .
a
• CURB CURB
d
as d Q a a
a -a a a
STEEL STRONG -WALL E WALL■ T L
NOTE:
LOAD PATH DESIGN AND FULL. LENGTH GARAGE HEADER
TAIL ABOVE HEADER TO DETAILS BYDESIGNER
PLACE SSW PANEL OVER ( )
PROVIDED BY DESIGNER. BE PRO MINIMUM SIZE SHALL 0 0 0 o THE ANCHOR BOLTS AND BE
SECURE WITH HEAVY
-4x12 DFL
U HEX NUTS. PROVIDED
3 118 X12 GLB
.
'
USE 1/4
WRENCH /SOCKET FOR 3/4„ ALTERNATE HEADERS ALLOWED NUT
FIELD NAIL PORTAL STRAP —
5
BY DESIGNER
0 o a o USE 1 /s :WRENCH /SOCKET FOR 1 NUT 1 ,
( )
TO HEADER WITH 10 10dX2/ MIN. NAILS. _
NUTS SHALL BE SNUG TIGHT:
( ) 2 FOR MUITI PLY HEADER REQUIREMENTS
TEN STRAP T PANEL
S,
DO NOT USE AN IMPACT
FA O WRENCH. .
c 5
WITH 4 #14 SELF -DRILLING SCREWS.
O SEE
SSW4
(SCREWS PROVIDED WITH SSWP-KT)
1 ALIGN NOTCH ON STRAP
a a a
a SSW1 SSW1 . WITH BOTTOM OF HEADER.
q Id SEE TO FOR 1 1
• .. • ' ' a .. • SDS/a X3/2 SCREWS . .
SOLUTIONS o 8
• I I I I ANCHORAGE SO 7/ MAX. SHIM ALLOWED BETWEEN
a •• (PROVIDED) . .
I1 I a I. ,
. •, a a )
PANEL AND BEAM NOT SHOWN). '
d Ij e (
a•
c
d NOTE. PORTAL STRAP AND
STRAPS MUST BE INSTALLED
#14 SELF -DRILLING SCREWS.
....PROVIDED WITH SSWP-KT
ON EXTERIOR FACE OF SSW ( )
O
NAL -
REGISTERED DESIGN PROFESSIONAL PANEL. POSITION HEADER p p
_. IS PERMITTED TO MOD
IFY DETAILS
FLUSH WITH EXTERIOR
STEEL STRONG -WALL
FOR SPECIFIC CONDITIONS.
FACE OF .SSW PANEL. (EXTERIOR FACE)
,
[�J
MODEL
H
ROUGH
No.
CURB
OPENING
HEIGHT
SSW12x7
5%2"
7' - 1%2"
SSW15x7
SSW18x7
6"
T - 211
SSW12x7.4
SSW15x7.4
0" _
T - 1 Y"
SSW18x7.4
SSW12x8
5%2"
8' - 2 %a"
SSW15x8
SSW18x8
6"
8' - 3%a"
V
Z
-j
.Q
m 00
00
cn 0')
Qd)rn
tJ
o
cn �
w
i=
o Q
U
00
�
Ld U7 -m
� O
C.
z
Lj_
o*zO
o
Q0
w 0
cn
� Q
Ln
0 __j
4.
i
Z
rl'
0
1'0001� - - _')
NAME
DATE
9-21-2009
SCALE
N.T.S.
CHECKED
SHEET
OF SHEETS
JOB NO.
R-w 11,70166AT W/ P WATT LAMPa. MEETS GEG HRFt
EFPIGAGY L.ftff M REMMAWa USE j' OANS
AT WMIOR LOr,ArIONs
NOTE: ALL E (ISTIN6 $BOOMS, IN THE
VICINITY OUTSIDE Or THE PEPROOMS, ANP
HALO a AIN WAME CAN- USE SYLVANIA
0
LIVING ROOM OF EXIISTM RESIDENCE TO
CAv%JM fA;W WW hOV OR ARTlW
rqyL
RECEIVE NEW 12N IPEFUNOCLY WIRg7
(D IRIS V AWWA" ACCENT h~ WPAR?
VvIOKE ALARMS WITH 15ATTERY 15AGK F
OR A9VVVM EOLV1L
O r
� 6MOKE ` ALARM SYSTEMS SHALL
I
n�Co T L OR
W w
M INTERCONNECTEP IN 61.)Qi A
Lm ue"nw:►: coloPm HALO M AOM7
o
MANNER THAT THE ACTIVATION OF ONE
TLAOOH- MIMTS R6RT5 OF GALFORNIA
�' emm camr- ION HIGH I frIGAGY Lo rtral
wILL ACTIVATE ALL THE
ALARMS OF THE UNIT
51WAGE WNW 4 MZURMW
CAR1 ON MONOXIDE AbWNS SHALL rC 120-VOLT
sw u6rtrwz LOW R 4n r_ rs
WITH 15ATfERY ` 15AM P.
5TR1!' -IM by UTHONA OR APPROVffl
rqA-
PROVIPE INTERCONNECTION, WHERE MORE THAN
OIL CAR" MONOXIDE ALARMS 16 IRED
��
ocrERIOR L16rIr1N6 Arv► W.�cw,Es
5TE11Bd CI-o SELEGTI"
60 THAT THE ACTIVATION X ONE ALARM SHALL
ACTIVATE ALL ' OF THE ALARMS IN THE
OR
CIVNPUMl S, r;EO_ O FANS, A P
DWELLING.
1-
i
i
l
SPECWTY I'MMS TO #!E
w o
GENERALELECTRICAL NOTES
W
ALUMINUM CONDUCTORS ARE PERMITTED ONLY IF SIZE 1 /0 or LARGER, and
�✓
ONLY to FEED MAIN or SUBPANELS. ALL BOTHER CURRENT CARRYING
CONDUCTORS SHALL be COPPER.
Z
W
BOND GROUNDING ELECTRODE to METAL GAS and WATER PIPING PER CEC
250-104.
PROVIDE at —
VI LEAST TWO 20 AMPERE SMAILL APPLIANCE BRANCH CIRCUITS
to SERVE KITCHEN, BREAKFAST ROOM, anid DINING ROOM. SUCH CIRCUITS
)
`I
SHALL HAVE NO OTHER OUTLETS. CEC 21+0-52(b)(1) THROUGH
`r
W
210-52(B)(3)
we
PROVIDE at LEAST ONE 20—AMPERE BRANCH CIRCUIT to SERVE LAUNDRY
APPLIANCES. SUCCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. CEC
I''
210-11(C)(2), 210-52(F), and 220-16(B)
®
5j
TCH
PROVIDE at LEAST' ONE 20—AMPERE BRANCIRCUIT to SERVE
+
BATHROOM RECEPTACLES. SUCH CIRCUITS' SHALL HAVE NO OTHER
OUTLETS. CEC-215-11(C)(3), 210-52(D)
N
S i U LIGHT FIXTURE n TUB or SHOWER ENCLOSURES SHALL be LABELED
'SUITABLE for DAMP LOCATION'. CEC-410-4(A)
W
RECEPTACLE OUTLET LOCATIONS SHALL COMPLY WITH CEC ARTICLE
210.52(A).
,
NOT E- ALL I ZO—VOLT, SINGLE PHASE, ' 15 AND ZO AMPERE i5RAN6,H 6112,6UITS
SUPPLYIN& INSTALLED IN V0AULIWv UNIT 5AMILY ROOMS, DINING ROOMS,
LIVING ROOMS, PARLORS, LIWARIES, DENS, PEDROOMS, SUNROOMS,
RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS
SHALL PE PROTECTED 15Y AN LISTED ARC -FAULT CIRCUIT INTERRUPTER,
C-OM15INATION TYPE, IN5TA -LED TO PROVIDE: PROTECTION OF THE f5RAN6,H
GIRGUTT.
(
ALL RECPPTAU._ES REQUIRED 15Y CEC 2105,,2 SHALL M OF A TAMPER
x,
RESISTANT TYPE PER CEC 406-1I.
SHEET CONTENTS:
ELECTRICAL PLAN
I
.a
Z
Benjamin Hertz
Architect
645 Oleander
Palm Springs, CA 92264
760.320.1644
benjamin.hertzOgmail.com
NO PtLI tKAI ION
Tt-�I ���A
S-
,
, o
IiXI�
;
2W CrM,
5
NOTE. PENETRATIONS THROL011 TI-E WALLS OR
CEILINGS SEPARATING THE DWELLING FROM THE
GARAGE SHALL PE PWIECTED (SUCH AS TN05E
w GFM
f�l E N RE) WITH
FOR VENT- PIFES DUGT5 GA 5 A D WIRES)
SIST E FRET
AN APPROVED MATERIAL TO RETH
�; -
`
IbXli
11
PASSAGE OF FLAME AND TS GF
PRODIX.
w
COM TION. 3 -5
2Z6 GPM
w It
ti
M
AIR rs
NOTE ALL R DUG TI G T w
PENETRA N THE ALL OR
i
n
�
CEILING SEPARATING RE GARAGE St1ALL I3E 0.019
INGtt THICK (U GAUGE) MINIMUM (GRG R30Z.52
III
I6
SERVICE oun-ET
AT MECHANICAL
EQUIPMENT
I'h/A�i
+WH PLYWD PLATFORM. PLYWP
t o b e COVERED IN 5 S TYPE X
�
j
WP GFI
RET
6 YP. W. PROVIDE 5GIIEDULE AO
POLLARD
DISGONNEGr FOR
CONDENSERS
Z
0
i
Z
ry
GENERAL MECHANICAL NOTES
ALL HVAC EQUIPMENT SHALL be APPROVED PRIOR to INSTALLATION by
j - NATIONALLY RECOGNIZED STANDARDS and EVIDENCED by the LISTING and
i LABEL of an APPROVED AGENCY.
{ APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY
FASTENED 1N PLACE.
WHEN MORE THAN ONE HVAC UNIT IS INSTALLED IN A BUILDING, EACH UNIT
SHALL BE PERMANENTLY LABELED TO INDICATE THE AREA OR SPACE SERVED
BY THE UNIT.
I DUCTS USED FOR KITCHEN RANGE VENTILATION SHALL BE OF METAL & SHALL
1 HAVE SMOOTH INTERIOR SURFACES.
DRYER EXHAUST DUCTS, BOTH LESS THAN 4 INCHES IN DIAMETER, SHALL HAVE
A SMOOTH INTERIOR SURFACE, A BACK -DRAFT DAMPER, AND SHALL TERMINATE
a OUTSIDE OF THE BUILDING.
I
MECHANICAL EQUIPMENT SUPPORTED DIRECTLYBY THE GROUND SHALL BE
1
ISOLATED FROM THE GROUND BY A LEVEL CONCRETE SLAB EXTENDING NOT
LESS THAN THREE (3) INCHES ABOVE THE ADJOINING GROUND LEVEL
NOT: MORE THAN ONE APPLIANCE SHALL BE
CONNECTED TO A SINGLE VENT
UNLESS CALCULATIONS SHOWING CONFORMANCE TO CMC ' CHAPTER
8 ARE FIRST
SUBMITTED TO AND APPROVED BY THE BUILDING AND SAFETY DEPARTMENT.
j MIT A COMPLETED CF-6R— — SUB MECH 05 INSTALLATION CERTIFICATE AT FINAL
i
INSPECTION."
I
WHOLE HOUSE VENTILATION SYSTEM CONTROLS SHALL BE LABELED.
i
i
AT THE TIME OF ROUGH INSTALLATION OR DURING -STORAGE ON THE
CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING
I
EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT
OPENINGS SHALL BE COVERED WITH 'TAPE, PLASTIC, SHEET METAL OR OTHER
I'
METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT
1, OF DUST AND DEBRIS WHICH MAY COLLECT IN THE SYSTEM. CAL GREEN 4.507.1
WHOLE HOUSE EXHAUST FANS SHAL
L HAVE INSULATED LOUVERS OR COVERS
WHICH CLOSE WHEN THE FAN IS OFF. COVERS OR LOUVERS SHALL HAVE A
MINIMUM INSULA11014 VALUE OF 4.2. CAL GREEN 4.507.1
NOT MORE THAN ONE APPL
IANCE SHALL BE CONNECTED " TO A SINGLE VENT
W
vj
Q
0
�
-
C)
—
Z
�
J
Q
W
Z
U
vJ
W
LLJ
W
T
D
W
C)
N
W
SHEET CONTENTS:
MECHANICAL PLAN
Benjamin Hertz
•
Architect
Electronically Filed b David Schneider CEA & CEPE and Authenticated at Ca10ERTS.com - 1/14/2014
Y Y ( ) 645 Oleander
_ t Cal ERT m 1 a Electronically Filed b David Schneider CEA & CEPE and Authemticated a C S.co /14/2014
Electronically Filed b David Schneider (CEA &.CEPE) and Authenticated at Ca]LCERTS.com 1/14/201•
Y Y Electronically Filed: by David Schneider (CEA & CEPE) and Authenticated at Ca10ERTS.com - 1/14/2014 Y Y ( ) Electronically Signed at CalCERTS:com by Ben Hertz (BenOlamin Hertz Architect) 1/15/2014 Palm Springs, CA 92264
760.320.1644
benjamin.hertzOgmail.com
A EnergyPro 5.1 by EnergySoft User Number 1562A RunCode: 2014-01-14T14:06:13 ID: 14-003 Page 2 of 5
014-01-14T14:06:13 ID: 14-003 Page 1 of 5 EnergyPro 5.1 b Ener Soft User Number 1562A RunCode: 2014-01-14T14:06:1 ID: 14-003 Pa e 3 of 5
EnergyPro5.1 by EnergySoft User Number., 1562A RunCOde.2 Reg: 214-N0002996A-000000000-0000 ..Registration Date/Time: 2014/01/14 17:13:17 HERS Provider: Ca10ERTS, Inc
, e/Time. 2014/01/14 17.1.3.17 HERS Provider Ca1 E TS, Inc Reg: 214-N0002996A-000000000-0000 Registration Date/Time2014/01/14'17:13;17 HERS Provider:'Ca10ERTS, Inc Reg 219-N0002996A-000000000-0000 Regist ration Date/Time: 2019/01/19 17:13:17 HERS Provider: Ca1 ERTS, Inc
Reg: 214-N0002996A-000000000-0000 Registration Dat
i
I
,I
I
I _-
Signed at Ca10ERTS.com b Ben Hertz (Benjamin Hertz Architect) 1/15/2014 Electronically Signed at CalCERTS.com,by Ben Hertz (Benjamin Hiertz Architect) 1/15/2014
Electronically g Y Electronically Sianed at Ca10ERTS.com by Ben Hertz (Benjamin Hertz Architect) 1/15/2019
Electronically Filed by David Schneider (CEA & CEPE) and Authenticated cat Ca10EKib-com - i/14izuie
I __„_ __ a _� n-.11�L c (.,..., t- non uo r (Raniamin Hertz Architect) 1/15/2014
MANDATORY MEASURES SUMMARY: Residential (Page 1 of 3 MF-1 R
Project Name
Wetzel Residence (Addition)
Date
1 111412014
NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of
the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF-1 R, CF-1 R-ADD, or CF-
I R-ALT Form) shall supersede th items marked with an asterisk beI uw. This Mandatory ryMeasures Summary shall be incorporated d
into the permit documents, and the applicable features shall be considered by all parties as minimum component performance
specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF-1 R
Form with plans.
Building Envelope Measures:
11 E a 1; Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage.
r Heat Gain
§116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U-Factor, certified Solar
Coefficient SHGC , and infiltration that meets the requirements of 10-111 (a).
II joints n penetrations are caulked an sealed.
117: Exterior doors and windows are weather-stripped; a o is and e d sea ed
m Standard for Insulating Material. Indicate type and include n F R Form.
118 a :Insulations specified or installed meets s o t c ude o C 6 0
§118(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the
•c
Roof i.> specified on the F-
installation of a Coo 0o C 1 R Form.
*§150 a : Minimum R-19 insulation in wood -frame ceiling or equivalent U-factor.
150 b .Loosefill insulation shall conform with manufacturer's installed design labeled R-V a ue
*§150(c): Minimum R-13 insulation in wood -frame wall or equivalent U-factor.
* 150 d : Minimum R-13 insulation in raised wood -frame floor orequivalent U-factor.
in wrap i; tested, labeled and installed according A TM E1 77 2 when 150 f :Air retard a s t sta ed acco d to S 6 95 000 e specified on the CF-1 R Form.
1 50 : Mandatory Vapor barrier installed in Climate Zones 14 or 16.
§150(I): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance
rate is no greater than 2.0 erm/inch and shall be protected from physical damage and UV light deterioration.
i Appliances and L Measures:
Fireplaces, Decorative Gas pp Gas Log
150 e 1 A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox.
§150(e)l B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is
with a with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device.
-equipped
§150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the
outside of the building, are prohibited.
Space Conditioning, Water Heating and Plumbing System Measures:
§110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy
Commission.
113 c 5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release
§ () g P g P g 9 P
valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)5.
§115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances
(appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and
heaters.
-spa
150 h : Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA.
l50 i : Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c).
§150@1 A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped
with insulation having an installed thermal resistance of R-12 or greater.
§150(j)l B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water
tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the
tank.
First 5 feet of hot and cold water pipes closest to water heater tank non -recirculating systems, and entire length of
§150(j)2 P P g Y g
recirculating sections of hot water pipes are insulated per Standards Table 150-B.
§150@2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot
water tank shall be insulated to Table 150-B and Equation 150-A.
§150(j)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table
123-A.
150 • 3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind.
§150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in
conditioned space.
- stems and/or collector r certified Corporation.
Solar water -heating s s are ce tI edb the Solar Rating and Certification Cor orat o
150 • 4: So
EnergyPro 5.1 by EnergySoft User Number 1562A RunCode: 2014-01-14T14:05:21 ID: 14-003 Page 8 of l l
MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF-1 R
Project Name
Date
Wetzel Residence (Addition)
111412014
§150(m)l : All air -distribution system ducts and plenums installed, pare sealed and insulated to meet the requirements of CMC Sections
601 602 6 -
03 604 -
605 and Standard return- ' it ducts and plenums are insulated to a minimum installed level of R-
d 6 5; supply air and retu as
4.2 or enclosed entirely in conditioned space. Openings shall be ssealed with mastic, tape or other duct -closure system that meets the
applicable requirements of UL 1 1 1 81 UL 8 A or UL 181 B raerosol sealant that meets the requirements of UL 723. If mastic or tape is
ppo ,q p
used to seal openings reater than 1/4 inch, the combination of mastic and either mesh or tape shall be used
§150(m)l : Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed
sheet metal duct board r flexible o duct shalt not b Building cavities
e used for conveying conditioned air. BuI dI ca t es and support platforms may
Y 9 g PP P Y
contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross -sectional area
of the ducts.
150 m 2D: Joints and seams of ductsystems n r and their com onem s shall not be sealed with cloth back rubber adhesive duct tapes
§ ( ) t
P P
unless such tape is used in combination with mastic and draw banods.
150 m 7: Exhaust fan systems have back draft or automatic dam r t es
§150(m)8: Gravity ventilating systems serving conditioned space hhave either automatic or readily accessible, manually operated
dampers.
§150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture equipment maintenance and wind.
foam insulation h ll r v r painted witth a coating that is water retardant and provides shielding from solar
Cellular oashall be protected as above o p g p g
radiation that can cause degradation of the material.
150 m 10: Flexible ducts cannot have porous inner cores.
§150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air
i permissible method f providing the Whole Building Ventilation
li in Low Rise Residential Buildings. Window operation is Holt a ermiss b e et od o 0
Quality Y 9 P P P g g
required in Section 4 of that Standard.
Pool and Spa Heating Systems and Equipment Measure's:
§114(a): Any pool or spa heating system shall be certified to have:: a thermal efficiency that complies with the Appliance Efficiency
r r with operating instructions; n on -off switch mounted i f h heater; permanent weatherproof late o cad o s and
Regulations; an ono s tc outside o the eate , a p p p p g
shall not use electric resistance heating or a pilot light.
r and heater, or dedicated suction
§114(b)1: Any pool r spahe tin equipment shall be installed with at least 36" of pipe between filter
and return lines, or built-up connections for future solar heating.
114 b 2: Outdoor pools ors as that have a heat pump or gas hemter shall have a cover.
§114(b)3: Pools shall have directional inlets that adequately mix thne pool water, and a time switch that will allow all pumps to be set or
program ed to run only during off-peak electric demand periods.
1b0 : Residential pool systems orequipment meet the pump siizin , flow rate, piping, filters, and valve requirements of §150 .
Residential Lighting Measures:
§150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies
contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2.
150 k 3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d).
rated 13 Watts or greater shall be electronic and shall have an output frequency no less than
§150(k)4. Ballasts for fluorescent lamps a g p q y
20 kHz.
§150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain
only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line -
voltage lamp. holder; OR shall be rated to consume no more than ffive watts of power as determined by §130(d), and shall not contain a
voltage
medium screw -base socket.
k : Lighting 150 6integral to exhaust fans; in rooms other than kitctchens, shall meet the applicable requirements of 150 k .
150 k 7: All switching devices andcontrols shall meet the requirements of §150(k)7.
150 k 8: A minimum of 50 percent of the total rated wattage of Prrmanentl installed lighting in kitchens shall be high efficacy.
§ () P g P Y g g 9 Y
EXCEPTION: Up to 50 watts for dwelling Units less than or equalfto 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be
exempt from the 50%high efficacy requirement when: all low effictacy luminaires in the kitchen are controlled by a manual on occupant
sensor, dimmer, energy management system (EMCS), or a multi -;scene programmable control system; and all permanently installed
luminaries in garages, laundry rooms, closets greater than 70 squeare feet, and utility rooms are high efficacy and controlled by a
manual -on occupant sensor.
§150(k)9: Permanently installed lighting that is internal to cabinets; shall use no more than 20 watts of power per linear foot of
illuminated cabinet.
EnergyPro 5.1 by EnergySoft User Number.- 1562A RunCode::2014-01-14T14:05:21 ID: 14-003 Page 9 of 11
MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF-1 R
Project Name
Date
Wetzel Residence (Addition)
1 111412014
§150(k)l0: Permanently installed luminaires in bathrooms„ attached and detached garages, laundry rooms, closets and utility rooms
shall be high efficacy.
Y
EXCEPTION 1: Permanently installed low efficacy luminaiires shall be allowed provided that they are controlled by a manual -on
occupant sensor certified to comply with theapplicable requirements of §119.
EXCEPTION 2: Permanently installed low efficacy luminaiires in closets less than 70 square feet are not required to be controlled by a
manual -on occupancy sensor.
§1 50k 11: Permanently installed luminaires located in rooims or areas other than in kitchens, bathrooms, garages, laundry rooms,
closets and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be
allowed provided they are controlled by either a dimmer svwitch that complies with the applicable requirements of §119, or by a manual -
on occupant sensor that o complies p p es with t the
e applicable requiiirements of §119. EXCEPTION 2: Lighting in detached storage building less
than 1000 square feet located on a residential site is not rep wired to comply with 150 k 11.
§150 k 12: Luminaires recessed into insulated ceilings shasII be for zero clearance insulation contact (IC) b Underwriters s
Laboratories or other nationally recognized testing/rating laaboratory; and have alabel that certifies the lumiunaire is airtight with air
leakage less then 2.0 CFM at 75 Pascals when tested in aoccordance with ASTM E283; and be sealed with a gasket or caulk between
the luminaire housing and ceiling.
§1 50k 13: Luminaires providing outdoor lighting,including lighting fr private patios inlow-rise residential buildings with four or more
dwelling units; entrances, balconies, and porches, which acre permanently mounted to a residential building or to other buildings on the
same lot shall be high efficacy. EXCEPTION 1: Permanenttly installed outdoor low efficacy luminaires shall be allowed provided that
they are controlled by a manual on/off switch, a motion semsor not having an override or bypass switch that disables the motion sensor,
and one of the following controls: a photocontrol not havincg an override or bypass switch that disables the photocontrol; OR an
gement
astronomical time clock not having an override or bypass sswitch that disables the astronomicaltime clock OR an energy management
control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor
luminaires used to comply with Exceptionl to §150(k)13 miay be controlled by a temporary override switch which bypasses the motion
sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed
luminaires in or around swimming pool, water features, or iother location subject to Article 680 of the California Electric Code need not
be high efficacy luminaires.
§1b0 illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no
O14: Internally 9 PY
more than five watts of power as determined according to §130(d).
§150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable
4 n 147. Li htin for parking r r I hall comply with the applicable
requirements in Sections 130, 132, 13 , and g gl o pa k g garages for 8 or more vehicles s p y pp
requirements of Sections 130, 131, 134, and 146.
§150(k)l6: Permanently installed lighting in the enclosed, anon -dwelling spaces of low-rise residential buildings with four or more
dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided
that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119.
F
10 'SCHNEIDER
o b a. ....r.. M k
s n, C�RiFied
1� % CALIFORNIA
!"
L'9�1'�53t'9RS �89�635Lt`n9q of�G:i3ig E:3?Y�§} L.'L'aRSiB�'Iat1'S9 Nr M
Davidfthnekkr
OR08-:8-261;e #a R08- 8-540 _ LJEI�'
EnergyPro 5.1 by EnergySoft User Number. 1562A RunCode: 2014-01-14T14:05:21 ID: 14-003 Page 10 of 11
Z
rr,
nn
V
0
L
V
Z
U
7
UJ
L
VJ
t�
�j
W
UJ
W
N
SHEET CONTENTS:
TI TLE 24
REVISIONS: