HomeMy WebLinkAbout2880 HIGHLAND DR; ; PC150001; Permit04-03-2015
Job Address:
Permit Type:
Parcel No:
Valuation:
Reference #:
Project Title:
Applicant:
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Plan Check Permit No: PC150001
Building Inspection Request Line (760) 602-2725
2880 HIGHLAND DR CBAD
PLANCK
1562001800 Lot#:
$0.00 Construction Type:
HITCHAMAN: 640 SF 2DU &
0
Owner:
Status:
Applied:
Entered By:
Plan Approved:
Issued:
Inspect Area:
ISSUED
01/05/2015
JMA
04/03/2015
04/03/2015
MICKEY MONTEMURO BEHNKEN DUANE <LE> CONCORDIA COLLEGE GERMAN EVAN
PO BOX 1385
619-306-0133
Plan Check Fee
Additional Fees
Total Fees:
Inspector:
$0.00
1900 S NEVADA ST
OCEANSIDE CA 92054
Total Payments To Date: $0.00 Balance Due:
FINAL APPROVAL
Date: Clearance:
$0.00
$0.00
$0.00
NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any
fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this. or as to which the statute of limitations has oreviouslv otherwise exoired.
THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: ENGINEERING
Building Permit Application
1635 Faraday Ave., Carlsbad, CA 92008
Ph: 760-602-2719 Fax: 760-602-8558
email: building@carlsbadca.gov
www.carlsbadca.gov
SUITE#/SPACE#/UNIT#
Est. Value
Plan Ck. Deposit
Date L l
#BEDROOMS #BATHROOMS TENANT BUSINESS NAME
DESCRIPTION OF WORK: Include Square Feet of Affecte~~ea(s)
(o .... tC"' S.7rt" (&. •. :u~~()[cc·,iV
\ I 0 ~~~ 'c:>(:;•V\;
CITY
PHONE FAX
EMAIL
STATE LIC. #
AIR CONDITIONING
YES0No1ZJ
FIRE SPRINKLERS
YESONoJZI
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the bas1s for the alleged exempt1on. Any violation of Sect1on 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500)).
Workers' Compensation Declaration: I hereby affirm under penally of perjury one of the following declarations:
0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation. as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy
number are: Insurance Co. Policy No. Expiration Date _________ _
~his section need not be completed if the permit is for one hundred dollars ($100) or less.
Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of
rnia. WARNING: Failure to secure i coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in
addition to the cost of compensation, Section 3706 of the Labor code, interest and attorney's fees.
_g CONTRACTOR SIGNATURE
I hereby affirm that I am exempt from Contractor's Ucense Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's
License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for
sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of
property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ____ Business and Professions Code for this reason:
1. I personally plan to · the major labor · I for construction of the proposed property improvement. DYes 0No
2. I (have I have not) i permit for the proposed work.
nPr!ll'in.Afinl1lto provide the proposed construction (include name address I phone I contractors' license number):
hired the following person to coordinate, supervise and provide the major work (include name I address I phone I contractors' license number):
tlAffl!1191contrac:ted (hired) the following persons to provide the work indicated (include name I address I phone I type of work):
0AGENT DATE
jTHE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0PLANNitJG 0ENGINEERING 0BU!LDING OF IRE 0HEALTH 0HAZMATIAPCD
(Cityof Building Permit Application Plan Check No. {~?11 I (.;-3 JJ.
( 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value
Carlsbad Ph: 760-602-2719 Fax: 760-602-8558 Plan Ck. Deposit email: building@carlsbadca.gov
www.carlsbadca.gov Date jSWPPP
JOB ADDRESS SUITE#/SPACE#/UNIT# IAPN ---
CT/PROJECT # I LOT# I PHASE# I# OF UNITS I# BEDROOMS #BATHROOMS I TENANT BUSINESS NAME I CONSTR. TYPE I OCC. GROUP
DESCRIPTION OF WORK: Include Square Feet of Affected Area(s)
EXISTING USE I PROPOSED USE I GARAGE (SF) PATIOS (SF) I DECKS (SF) FIREPLACE lAIR CONDITIONING I FIRE SPRINKLERS
YEsQt_ NoD YEs0No0 YESONoO
APPLICANT NAME PROPERTY OWNER
Primary Contact
ADDRESS ADDRESS
CITY STATE ZIP CITY STATE ZIP
PHONE I FAX PHONE I FAX
EMAIL EMAIL
DESIGN PROFESSIONAL CONTRACTOR BUS. NAME If v·-!Ze-~ ·fvtt<.._
ADDRESS ADDRESl, PI U11· f £ ~CJ nz., Qu&oo.,' I
CITY STATE ZIP CITY
(' ~ / <;" l:ztJ tAE r.J-c;r.J7
PHONE I FAX PHONE LltJ :Jo'-1 or?" rAX
EMAIL EMAIL
I STATE uc. # STATffiJ) 7 0 2. ICLAs;~ I CITY BUS. LIC.#
(Sec. 7031.5 Bus1ness and Professions Code: Any City or County whiCh reqUires a perm1t to construct, alter, Improve, demolish or repair any structure, pnor to tts 1ssuance, also requ~res the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a
civil penalty of not more than five hundred dollars [$500}).
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one ofthe following declarations:
0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy
number are: Insurance Co. Policy No. Expiration Date _________ _
This section need not be completed if the permit is for one hundred dollars ($100) or less. 0 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of
California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in
addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees.
~CONTRACTOR SIGNATURE DATE
I hereby affirm that I am exempt from Contractor's Ucense Law for the following reason:
D
D
D
I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's
License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for
sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of
property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law).
I am exempt under Section ______ Business and Professions Code for this reason:
1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. DYes 0No
2. I (have I have not) signed an application for a building permit for the proposed work.
3. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone I ccntractors' license number):
4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone I contractors' license number):
5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone I type of work):
~PROPERTY OWNER SIGNATURE 0AGENT DATE
I certify that I have read the application and state that the above infonnation is correct and that the infonnation on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction.
I hereby authorize represenlative of the City of Cansbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD
AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA pennit is required for excavations over 5'0' deep and demolttkm or construction of structures over 3 stories in he~ht.
EXPIRATION: Every permit issued by the Building i under the · · of this Code shall expire by limitation and become null and void if the building or mrk authorized by such pennit is not commenced within
180 days from the date of such pennit or if the by such permrt is suspended or abandoned at any time after the mrk is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code).
~APPLICANT'S SIGNATURE DATE /J /;
EsGil Corporation
In !Partnersliip witli qovernment for !BuiCd"ing Safety
DATE: 03/03/2015 D APPLICANT
D JURIS.
JURISDICTION: City of Carlsbad D PLAN REVIEWER
D FILE
PLAN CHECK NO.: 14-3220(PC15-01)
PROJECT ADDRESS: 2880 Highland Dr.
SET: III
PROJECT NAME: Hitchman Guesthouse. (PC15-01) Deck Per City Standard
D
D
D
D
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes.
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contactp/,
The applicant's copy of the check list has been sent to:
Montemuro Design
EsGil Corporation staff did not advise the applicant that the plan check has been completed.
EsGil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Mickey Telephone#: 619-306-0133
Date contacted: (by: ) Email: mickeymontemuro@att.net
Mail Teleph~ett~ax In Person Dclv...Q._ REMARKS:~~ All sheets of plans must be signed by the per£n responsible for their
preparation.Ycalifornia Business and Professions Code). b(city staff to place their "soils notice"
stamp on the plans prior to issuing the permit. c) The deck shall be constructed to meet the City
Standard drawings.
By: Aaron Goodman
EsGil Corporation
0 GA 0 EJ 0 MB 0 PC
Enclosures:
03/03/2015
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576
EsGil Corporation
In CFartnersfzip witfz government for CBui{aing Safety
DATE: 02/10/2015
JURISDICTION: City of Carlsbad
PLAN CHECK NO.: 14-3220(PC15-01)
PROJECT ADDRESS: 2880 Highland Dr.
SET: III
~..).PPLICANT
,Jilr JURIS.
0 PLAN REVIEWER
0 FILE
PROJECT NAME: Hitchman Guesthouse. Added (PC15-01) 452 sf Deck
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes.
D The plans transmitted herewith will substantially comply with the jurisdiction's codes
when minor deficiencies identified below are resolved and checked by building department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
~ The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
~ The applicant's copy of the check list has been sent to:
Montemuro Design
D EsGil Corporation staff did not advise the applicant that the plan check has been completed.
C8J EsGil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Mickey Telephone#: 619-306-0133
~ate contacted:"71 \ t. (by:\[:/::i Email: mickeymontemuro@att.net
/t:..Mail Telephone Fax In Person
D REMARKS: Under this condition, Esgil staff should advise the City (upon final transmittal) to place
their "soils notice" stamp on the plans.
By: Aaron Goodman
EsGil Corporation
D GA D EJ D MB D PC
Enclosures:
02/05/2015
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK NO.: 14-3220(PC15-01) JURISDICTION: City of Carlsbad
PROJECT ADDRESS: 2880 Highland Dr.
FLOOR AREA: 750
Deck: 452
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION:
DATE INITIAL PLAN REVIEW
COMPLETED: 02/10/2015
FOREWORD {PLEASE READ):
STORIES: 1
HEIGHT:
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 02/05/2015
PLAN REVIEWER: Aaron Goodman
This plan review is limited to the technical requirements contained in the California version of
the International Residential Code, International Building Code, Uniform Plumbing Code,
Uniform Mechanical Code, National Electrical Code and state laws regulating energy
conservation, noise attenuation and access for the disabled. This plan review is based on
regulations enforced by the Building Department. You may have other corrections based on
laws and ordinance by the Planning Department, Engineering Department, Fire Department or
other departments. Clearance from those departments may be required prior to the issuance of
a building permit.
Present California law mandates that construction comply with the 2013 edition of the California
Code of Regulations (Title 24), which adopts the following model codes: 2012 IRC, 2012 IBC,
2012 UPC, 2012 UMC and 2011 NEC.
The above regulations apply, regardless of the code editions adopted by ordinance.
The following items listed need clarification, modification or change. All items must be satisfied
before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of
the 2012 International Building Code, the approval of the plans does not permit the violation of
any state, county or city law.
To speed up the recheck process, please note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet number, specification section, etc.
Be sure to enclose the marked up list when you submit the revised plans.
I '
NOTE: The items listed below are from the previous correction list. These
remaining items have not been adequately addressed. The numbers of the items
are from the previous check list and may not necessarily be in sequence. The
notes in bold font are current.
1. Please make all corrections, as requested in the correction list. Submit
FOUR new complete sets of plans for commercial/industrial projects (THREE
sets of plans for residential projects). For expeditious processing, corrected
sets can be submitted in one of two ways:
1. Deliver all corrected sets of plans and calculations/reports directly to the City of
Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)
602-2700. The City will route the plans to EsGil Corporation and the Carlsbad
Planning, Engineering and Fire Departments.
2. Bring one corrected set of plans and calculations/reports to EsGil Corporation,
9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468.
Deliver all remaining sets of plans and calculations/reports directly to the City of
Carlsbad Building Department for routing to their Planning, Engineering and Fire
Departments.
NOTE: Plans that are submitted directly to EsGil Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by
EsGil Corporation is complete.
2. All sheets of plans must be signed by the person responsible for their
preparation. (California Business and Professions Code). None of the sheets
that I received were signed. Please sign on resubmittal.
PLEASE SUBMIT PLANS OF THE ADDED DECK, PC15-01, FOR REVIEW.
02/10/2015 -No response.
6. Provide a copy of the project soil report. The report shall include foundation
design recommendations based on the engineer's findings and shall comply with
Section R401.4. City staff to place their "soils notice" stamp on the plans
prior to issuing the permit.
34. To speed up the review process, note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet, note or detail number,
calculation page, etc.
35. Please indicate here if any changes have been made to the plans that are not a
result of corrections from this list. If there are other changes, please briefly
describe them and where they are located in the plans.
• Have changes been made to the plans not resulting from this correction list?
Please indicate:
Yes 0 No 0
36. The jurisdiction has contracted with Esgil Corporation located at 9320
Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of
858/560-1468, to perform the plan review for your project. If you have any
questions regarding these plan review items, please contact Aaron Goodman at
EsGil Corporation. Thank you.
Residential Designs
28714 Valley Center Rd. B
Valley Center, CA 92082
RESPONSE
PLAN CHECK NO.: 14-3220(PC15-01) SET II
PROJECT NAME: HITCHMAN GUEST HOUSE
Subject: Response to plan check corrections.
12117114
Note: Corrections not indicated in this document have been supplied by contractor in a separate
document.
Plan Correction Item:
4) Sh. 2 Note 17
8) Removed gas line to fireplace. Fireplace is wood burning EPA Phase II rated wood burning. See
attached specifications. Note 16, sh 4 changed. Sh 8 detail D modified
15) Sh. 2, note 2
28) Sh. 8 Detail E
Sh. 4 outlet shown in laundry room. Note added next to laundry room indicating that outlet belongs
in FAU space.
EsGil Corporation
In Partnersfiip witfi qovernment for CBui{aing Safety
DATE: 01/07/2015
JURISDICTION: City of Carlsbad
PLAN CHECK NO.: 14-3220(PC15-01)
PROJECT ADDRESS: 2880 Highland Dr.
SET: II
D APPLICANT
D JURIS.
D PLAN REVIEWER
D FILE
PROJECT NAME: Hitchman Guesthouse. Added (PC15-01) 452 sf Deck
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes.
D The plans transmitted herewith will substantially comply with the jurisdiction's codes
when minor deficiencies identified below are resolved and checked by building department staff.
0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
~ The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
~ The applicant's copy of the check list has been sent to:
Montemuro Design
D EsGil Corporation staff did not advise the applicant that the plan check has been completed.
[8:] EsGil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Mickey Telephone#: 619-306-0133
Date contacted: Y~ (byjt) Email: mickeymontemuro@att.net Vt. Mail Vrelephone vi>'\ Fax In Person
D REMARKS:
By: Aaron Goodman
EsGil Corporation
0 GA 0 EJ 0 MB 0 PC
Enclosures:
01/05/2015
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK NO.: 14-3220(PC15-01) JURISDICTION: City of Carlsbad
PROJECT ADDRESS: 2880 Highland Dr.
FLOOR AREA: 750
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION:
DATE INITIAL PLAN REVIEW
COMPLETED: 01/07/2015
FOREWORD (PLEASE READ):
STORIES: 1
HEIGHT:
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 01/05/2015
PLAN REVIEWER: Aaron Goodman
This plan review is limited to the technical requirements contained in the California version of
the International Residential Code, International Building Code, Uniform Plumbing Code,
Uniform Mechanical Code, National Electrical Code and state laws regulating energy
conservation, noise attenuation and access for the disabled. This plan review is based on
regulations enforced by the Building Department. You may have other corrections based on
laws and ordinance by the Planning Department, Engineering Department, Fire Department or
other departments. Clearance from those departments may be required prior to the issuance of
a building permit.
Present California law mandates that construction comply with the 2013 edition of the California
Code of Regulations (Title 24), which adopts the following model codes: 2012 IRC, 2012 IBC,
2012 UPC, 2012 UMC and 2011 NEC.
The above regulations apply, regardless of the code editions adopted by ordinance.
The following items listed need clarification, modification or change. All items must be satisfied
before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of
the 2012 International Building Code, the approval of the plans does not permit the violation of
any state, county or city law.
To speed up the recheck process, please note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet number, specification section, etc.
Be sure to enclose the marked up list when you submit the revised plans.
NOTE: The items listed below are from the previous correction list. These
remaining items have not been adequately addressed. The numbers of the items
are from the previous check list and may not necessarily be in sequence. The
notes in bold font are current.
1. Please make all corrections, as requested in the correction list. Submit
FOUR new complete sets of plans for commercial/industrial projects (THREE
sets of plans for residential projects). For expeditious processing, corrected
sets can be submitted in one of two ways:
1. Deliver all corrected sets of plans and calculations/reports directly to the City of
Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)
602-2700. The City will route the plans to EsGil Corporation and the Carlsbad
Planning, Engineering and Fire Departments.
2. Bring one corrected set of plans and calculatios/reports to EsGil Corporation,
9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468.
Deliver all remaining sets of plans and calculations/reports directly to the City of
Carlsbad Building Department for routing to their Planning, Engineering and Fire
Departments.
NOTE: Plans that are submitted directly to EsGil Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by
EsGil Corporation is complete.
2. All sheets of plans must be signed by the person responsible for their
preparation. (California Business and Professions Code). None of the sheets
that I received were signed. Please sign on resubmittal.
PLEASE SUBMIT PLANS OF THE ADDED DECK, PC15-01, FOR REVIEW.
4. Please add the following note to the plans, "All new residential units shall
include plumbing specifically designed to allow the later installation of a system
which utilizes solar energy as the primary means of heating domestic potable
water. No building permit shall be issued unless the plumbing required pursuant
to this section is indicated in the building plans."
6. Provide a copy of the project soil report. The report shall include foundation
design recommendations based on the engineer's findings and shall comply with
Section R401.4. Your note refers to footing being placed on native soils.
That's great but we still need the soils report.
8. Specify on the plans the following information for the fireplace(s):
a) Manufacturer's name/model number and ICC approval number, or equal.
The evaluation report number you provided appears to be invalid.
Never-the-less I don't see how you can get combustion air to the fire
box as show. Also, you say this is a wood burning FP on sheet 4 but
assign 80k BTU to the FP on the gas piping plan, sheet 8. Please
provide the listing and clarify what is being installed.
b} ----Shew-thehej.ght-GfthefaGtery-bHHt-Gl-tffitneyabeve-theroof.aOO-th&hefiz.entai-BiearanBes
per-HstrRgapproval. Chirnneysshall-extendatleast 3'abeve thehighestpointwhere-it
passes through a roof and at least 2' higher than any{}ortion of a building wit-hifl-a
horizontal distance of 10 feet CMC Section 802 5.4.
G}---Note-Bn the plans that--awrOVBEI-spar-K-aFrestors sf:la+l-BB-ift&tal.led on all chimney&--CRC
SeGtionR-iGO~
d) -~ecorat+ve-shroud-sshallnotbeinstalled-at the. termination of chimAeysfor fat: tory -btHit
fireplaces, except where.such-shroud-s .arelistedand labeled-for .. use with tl=\especifJc
sy-stemandinstalleEJ .. inaccerdancewf.th the-manufacturer'sinstallationinstructions.
Section R 1 004-Jc.
15. Note on the plans that landscape irrigation water use shall have weather or
soil based controllers. CGC 4.304.1. I didn't see this one on sheet 2. Please
add.
28. Provide the following design requirements for gas water heaters installed to
serve individual dwelling units: ES 150.0(n)
• ---.Provid-eontlle-plaH&-a-complete-gas pipe-desig++c Tlle-gas--lead-fer-Hlewater-f+eater-shaH
be a minimum of200,000 BTU/hr.
+ A condensate drain installed ~her than 2" above the base of the heater that also
aHows for gravity drainag&.
+ . The~'@"veHt+nstaHed-iH-a-st~!ill3±positi.on-fnD-Gends)-frommeroom.cOHtainin~the-water
h.eatert.o-the. rooftermination(forfuture-possible sleeving-forhig.h-efficiencyheater
venting,)
• A 120 volt receptacle accessible to the heater installed within 3 feet. I
don't see this receptacle on the plans. Please add.
34. Thank you so much for your response. It was easy to follow. Probably the
best I've seen.
To speed up the review process, note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet, note or detail number,
calculation page, etc.
35. Please indicate here if any changes have been made to the plans that are
not a result of corrections from this list. If there are other changes, please
briefly describe them and where they are located in the plans.
• Have changes been made to the plans not resulting from this correction list?
Please indicate:
Yes 0 No 0
36. The jurisdiction has contracted with Esgil Corporation located at 9320
Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of
858/560-1468, to perform the plan review for your project. If you have any
questions regarding these plan review items, please contact Aaron Goodman at
EsGil Corporation. Thank you.
[DO NOT PAY-THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: City of Carlsbad PLAN CHECK NO.: 14-3220(PC15-01)
PREPARED BY: Aaron Goodman
BUILDING ADDRESS: 2880 Highland Dr.
BUILDING OCCUPANCY: R-3
BUILDING
PORTION
Guest House
Deck (PC15-01)
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code cb
Bldg. Permit Fee by Ordinance
Plan Check Fee by Ordinance
Type of Review:
0 Repetitive Fee
---,.. Repeats
Comments:
AREA Valuation
( Sq. Ft.) Multiplier
750 132 05
452 18.66
By Ordinance
---=~l
Complete Review
0 Other
0 Hourly
EsGil Fee
DATE: 01/07/2015
Set II
Reg. VALUE ($)
Mod.
plan checked 12/01/2014
8,434
8,434
$105.721
$68.721
0 Structural Only
$59.201
Sheet 1 of 1
macvalue.doc +
EsGil Corporation
In Q>artnersliip witli qovernment for (]Jui(aing Safety
DATE: 12/01/2014
JURISDICTION: City of Carlsbad
PLAN CHECK NO.: 14-3220 7.--
PROJECT ADDRESS: 288~ Highland Dr.
PROJECT NAME: Hitchman Guesthouse
SET: I
D APPLICANT
ZJURIS. /o PLAN REVIEWER
D FILE
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes.
D The plans transmitted herewith will substantially comply with the jurisdiction's codes
when minor deficiencies identified below are resolved and checked by building department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
~ The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
~ The applicant's copy of the check list has been sent to:
Montemuro Design
D EsGil Corporation staff did not advise the applicant that the plan check has been completed.
~ EsGil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Mickey Telephone#: 619-306-0133
_pate contacted:\ 7 } \ (by:y"A.) Email: mickeymontemuro@att.net
'-t_Mail Telephone Fax In Person
D REMARKS:
By: Aaron Goodman
EsGil Corporation
0 GA 0 EJ 0 MB 0 PC
Enclosures:
11/20/2014
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK NO.: 14-3220 JURISDICTION: City of Carlsbad
PROJECT ADDRESS: 2880 Highland Dr.
FLOOR AREA: 750
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION:
DATE INITIAL PLAN REVIEW
COMPLETED: 12/01/2014
FOREWORD (PLEASE READ):
STORIES: 1
HEIGHT:
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 11/20/2014
PLAN REVIEWER: Aaron Goodman
This plan review is limited to the technical requirements contained in the California version of
the International Residential Code, International Building Code, Uniform Plumbing Code,
Uniform Mechanical Code, National Electrical Code and state laws regulating energy
conservation, noise attenuation and access for the disabled. This plan review is based on
regulations enforced by the Building Department. You may have other corrections based on
laws and ordinance by the Planning Department, Engineering Department, Fire Department or
other departments. Clearance from those departments may be required prior to the issuance of
a building permit.
Present California law mandates that construction comply with the 2013 edition of the California
Code of Regulations (Title 24), which adopts the following model codes: 2012 IRC, 2012 IBC,
2012 UPC, 2012 UMC and 2011 NEC.
The above regulations apply, regardless of the code editions adopted by ordinance.
The following items listed need clarification, modification or change. All items must be satisfied
before the plans will be in conformance with the cited codes and regulations. Per Sec. 1 05.4 of
the 2012 International Building Code, the approval of the plans does not permit the violation of
any state, county or city law.
To speed up the recheck process, please note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet number, specification section, etc.
Be sure to enclose the marked up list when you submit the revised plans.
1. Please make all corrections, as requested in the correction list. Submit FOUR new
complete sets of plans for commercial/industrial projects (THREE sets of plans for
residential projects). For expeditious processing, corrected sets can be submitted
in one of two ways:
1. Deliver all corrected sets of plans and calculations/reports directly to the City of
Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)
602-2700. The City will route the plans to EsGil Corporation and the Carlsbad
Planning, Engineering and Fire Departments.
2. Bring one corrected set of plans and calculations/reports to EsGil Corporation,
9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468.
Deliver all remaining sets of plans and calculations/reports directly to the City of
Carlsbad Building Department for routing to their Planning, Engineering and Fire
Departments.
NOTE: Plans that are submitted directly to EsGil Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by
EsGil Corporation is complete.
2. All sheets of plans must be signed by the person responsible for their
preparation. (California Business and Professions Code).
3. On the cover sheet of the plans, specify any items that will have a deferred
submittal (fire sprinklers, etc.). Additionally, provide the following note on the
plans: "Submittal documents for deferred submittal items shall be submitted to
the registered design professional in responsible charge, who shall review them
and forward them to the building official with a notation indicating that the
deferred submittal documents have been reviewed and that they have been
found to be in general conformance with the design of the building. The deferred
submittal items shall NOT be installed until their design and submittal documents
have been approved by the building official."
4. All new residential units shall include plumbing specifically designed to allow the
later installation of a system which utilizes solar energy as the primary means of
heating domestic potable water. No building permit shall be issued unless the
plumbing required pursuant to this section is indicated in the building plans.
5. Exterior walls and projections shall comply with one of the following tables.
Section R302.1. Please review and address the following specific concerns:
a) The wall of the propose dwelling that is less than 6 feet from the adjacent
garage shall be of 1 hour fire resistive construction.
6. Provide a copy of the project soil report. The report shall include foundation
design recommendations based on the engineer's findings and shall comply with
Section R401.4.
7. Show a permanent electrical receptacle outlet and lighting fixture controlled by a
switch located at the entrance for furnaces located in an attic. CMC Section
904.10.
8. Specify on the plans the following information for the fireplace(s):
a) Manufacturer's name/model number and ICC approval number, or equal.
b) Show the height of the factory-built chimney above the roof and the
horizontal clearances per listing approval. Chimneys shall extend at least
3' above the highest point where it passes through a roof and at least 2'
higher than any portion of a building within a horizontal distance of 10
feet. CMC Section 802.5.4.
c) Note on the plans that approved spark arrestors shall be installed on all
chimneys. CRC Section R1003.9.
d) Decorative shrouds shall not be installed at the termination of chimneys
for factory-built fireplaces, except where such shrouds are listed and
labeled for use with the specific system and installed in accordance with
the manufacturer's installation instructions. Section R 1004.3.
9. See sheet 1 and 4: Show on the plan a 100 amperage minimum electrical
service. Please coordinate the location of the service panel between the site plan
and floor plan on sheet 4. CEC 230.79 C.
10. The gas pipe sizing for a tank type water heater shall be based upon a minimum
199,000 Btu gas input rating. Energy Standards 150.0(n).
• RESIDENTIAL GREEN BUILDING STANDARDS
The California Building Standards Commission has adopted the Green Building
Standards Code which became effective January 1, 2011 and must be enforced by the
local building official. The following mandatory requirements for residential construction
must be included on your plans. CGC Section 1 01.3. The Standards apply to newly
constructed residential buildings, along with additions/alterations that increase the
building's conditioned area, volume or size. CGC Section 303.1.1. Provide a sheet on
the plans labeled "Green Building Code Requirements" and include the following
notes as applicable.
11. Storm water drainage/retention during construction. Note on the plans:
Projects which disturb less than one acre of soil shall manage storm water
drainage during construction by one of the following: A. Retention basins. B.
Where storm water is conveyed to a public drainage system, water shall be
filtered by use of a barrier system, wattle or other approved method. CGC
4.106.2.
12. Grading and paving. Note on the plans that site grading or drainage system will
manage all surface water flows to keep water from entering buildings (swales,
water collection, French drains, etc.). CGC 4.1 06.3. Exception: Additions not
altering the drainage path.
13. Indoor water use. Show compliance with the following table for new/replaced
fixtures, per CGC 4.303.1.
FIXTURE FLOW RATES
FIXTURE TYPE MAXIMUM FLOW RATE
Water closets 1.28 gallons/flush
Urinals 0.5 gallon/flush
Showerheads 2 gpm@ 80 psi
Lavatory faucets 1.5 gpm@ 60 psi1
Kitchen faucets 1.8 gpm@ 60 psi
Metering faucets 0.25 gallons per cycle
1. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi.
14. Note on the plans that when a shower is provided with multiple shower heads,
the sum of flow to all the heads shall not exceed 2.0 gpm@ 80 psi, or the
shower shall be designed so that only one head is on at a time. CGC
4.303.1.3.2.
15. Note on the plans that landscape irrigation water use shall have weather or
soil based controllers. CGC 4.304.1.
16. Recycling. Note on the plans that a minimum of 50% of construction waste is to
be recycled. CGC 4.408.1.
17. Recycling. Note on the plans that the contractor shall submit a Construction
Waste Management Plan to the jurisdiction agency that regulates waste
management, per CGC 4.408.2.
18. Operation and maintenance manual. Note on the plans that the builder is to
provide an operation manual (containing information for maintaining appliances,
etc.) for the owner at the time of final inspection. CGC 4.41 0.1.
19. Note on the plans that the gas fireplace(s) shall be a direct-vent sealed-
combustion type. Woodstove or pellet stoves must be US EPA Phase II rated
appliances. CGC 4.503.1.
20. Pollutant control. Note on the plans that during construction, ends of duct
openings are to be sealed, and mechanical equipment is to be covered. CGC
4.504.1.
21. Pollutant control. Note on the plans that VOC's must comply with the
limitations listed in Section 4.504.3 and Tables 4.504.1, 4.504.2, 4.504.3 and
4.504.5 for: Adhesives, Paints and Coatings, Carpet and Composition Wood
Products. CGC 4.504.2.
22. Interior moisture control. Note on the plans that concrete slabs will be
provided with a capillary break. CGC 4.505.2.1.
23. Interior moisture control. Note on the plans that the moisture content of wood
shall not exceed 19% before it is enclosed in construction. The moisture content
needs to be certified by one of 3 methods specified in Section 4.505.3. Building
materials with visible signs of water damage should not be used in construction.
The moisture content must be determined by the contractor by one of the
methods listed in CGC 4.505.3.
24. Indoor air quality. Note on the plans that bathroom fans shall be Energy Star
rated, vented directly to the outside and controlled by a humidistat. CGC
4.506.1.
25. Note on the plans that prior to final inspection the licensed contractor, architect
or engineer in responsible charge of the overall construction must provide to the
building department official written verification that all applicable provisions
from the Green Building Standards Code have been implemented as part of the
construction. CGC 1 02.3.
• ENERGY CONSERVATION
26. Include all applicable sections of the MF-1 R form with the plans.
27. All hot water piping sized %" or larger is required to be insulated as follows: 1"
pipe size or less: 1" thick insulation; larger pipe sizes require 1 W' thick insulation.
Note: In addition, the%" size hot water pipe to the kitchen sink is required to be
insulated. ES 150.00)2
28. Provide the following design requirements for gas water heaters installed to
serve individual dwelling units: ES 150.0(n)
• Provide on the plans a complete gas pipe design. The gas load for the
water heater shall be a minimum of 200,000 BTU/hr.
• A condensate drain installed no higher than 2" above the base of the
heater that also allows for gravity drainage.
• The "B" vent installed in a straight position (no bends) from the room
containing the water heater to the roof termination (for future possible
sleeving for high efficiency heater venting.)
• A 120 volt receptacle accessible to the heater installed within 3 feet.
29. Below grade hot water piping is required to be installed in a waterproof and non-
crushable sleeve or casing that allows for replacement of both the piping and
insulation. ES 150.0U)
30. Residential energy lighting requirements: ES 150.0(k)
• In the kitchen, at least one-half of the wattage rating of the fixtures must be
high efficacy.
• In bathrooms, at least one fixture shall be high efficacy and all remaining
fixtures shall be high efficacy or be controlled by a vacancy sensor.
• Lighting installed in garages, laundry rooms, and utility rooms shall be high
efficacy and be controlled by vacancy sensors.
• High efficacy fixtures are required for all other rooms (not described above) or
low efficacy fixtures are allowed if controlled by a dimmer or a vacancy
sensor.
• Outdoor lighting fixtures that are attached to a building are required to be high
efficacy or be controlled by a combination photo-control/ motion sensor.
31. Residential ventilation requirements:
• Kitchens require exhaust fans with a minimum 1 00 cfm ducted to the exterior.
Detail compliance by including a complying exhaust fan or a ducted range
hood to the exterior.
• Bathrooms require exhaust fans (minimum 50 cfm) to be ducted to the
exterior. A bathroom is defined "as a room with a bathtub, shower, or spa or
some similar source of moisture".
• Residential bathroom exhaust fans shall be energy star rated and shall be
control by a humidistat capable of an adjustment between 50 and 80%
humidity. CaiGreen 4.506.1. Exception: Control by a humidistat is not
required if the bathroom exhaust fan is also the dwelling whole house
ventilation.
• Mechanical whole house ventilation must be provided. Identify the fan
providing the whole house ventilation (complete with CFM) on the floorplans.
For additions 1,000 square feet or less, whole house ventilation is not
required. For additions over 1,000 square feet, the whole house ventilation
CFM shall be based upon the entire (existing and addition) square footage,
not just the addition.
• All fans installed to meet all of the preceding requirements must be specified
at a noise rating of a maximum 1 "Sane" (for the continuous use calculation)
or 3 "Sane" (for the intermittent use calculation).
32. Mandatory Mechanical design requirements: ES 150.0
• Mechanical system sizing from ASH RAE, SMACNA, or ACCA. See ES
150.0(h) for information.
• Duct System Sealing and Leakage Testing ES 150.0(m)
• Indoor Air Quality Ventilation: Field Verification and Diagnostic Testing.
33. Specify on the plans the make, model, type and efficiency of the space heating
(or cooling) system.
34. To speed up the review process, note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet, note or detail number,
calculation page, etc.
35. Please indicate here if any changes have been made to the plans that are not a
result of corrections from this list. If there are other changes, please briefly
describe them and where they are located in the plans.
• Have changes been made to the plans not resulting from this correction list?
Please indicate:
Yes D No D
36. The jurisdiction has contracted with Esgil Corporation located at 9320
Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of
858/560-1468, to perform the plan review for your project. If you have any
questions regarding these plan review items, please contact Aaron Goodman at
EsGil Corporation. Thank you.
[DO NOT PAY-THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: City of Carlsbad PLAN CHECK NO.: 14-3220
PREPARED BY: Aaron Goodman
BUILDING ADDRESS: 2880 Highland Dr.
BUILDING OCCUPANCY: R-3
BUILDING AREA Valuation
PORTION (Sq. Ft.) Multiplier
jGuest House 750 132.05
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code cb By Ordinance
Bldg. Permit Fee by Ordinance ..-
Plan Check Fee by Ordinance =._;...j
Type of Review: Complete Review
0 Repetitive Fee
-..,. ·; Repeats
~·'
D Other
D Hourly
EsGil Fee
DATE: 12/01/2014
Set I
Reg. VALUE ($)
Mod.
99,038
99,038
$626.061
$406.941
D Structural Only
1----~IH' @ • $350.591
Comments: In addition to the above fee, an additional fee of $43 is due ( 1/2 hours
@ $86/hr.) for the CaiGreen review.
Sheet 1 of 1
macvalue.doc +
C1; 14 .JJ)_o RECORD COPY
NOTE: The items listed below are from the previous correction list. These
remaining items have not been adequately addressed. The numbers of the items
are from the previous check list and may not necessarily be in sequence. The
notes in bold font are current.
1. Please make all corrections, as requested in the correction list. Submit
FOUR new complete sets of plans for commercial/industrial projects (THREE
sets of plans for residential projects). For expeditious processing, corrected
sets can be submitted in one of two ways:
1. Deliver all corrected sets of plans and calculations/reports directly to the City of
Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)
602-2700. The City will route the plans to EsGil Corporation and the Carlsbad
Planning, Engineering and Fire Departments.
2. Bring one corrected set of plans and calculatios/reports to EsGil Corporation,
9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468.
Deliver all remaining sets of plans and calculations/reports directly to the City of
Carlsbad Building Department for routing to their Planning, Engineering and Fire
Departments.
NOTE: Plans that are submitted directly to EsGil Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by
EsGil Corporation is complete.
2. All sheets of plans must be signed by the person responsible for their
preparation. (California Business and Professions Code). None of the sheets
that I received were signed. Please sign on resubmittal.
PLEASE SUBMIT PLANS OF THE ADDED DECK, PC15-01, FOR REVIEW.
1/
4. /Please add the following note to the plans, "All new residential units shall
8.
./ include plumbing specifically designed to allow the later installation of a system
· which utilizes solar energy as the primary means of heating domestic potable
water. No building permit shall be issued unless the plumbing required pursuant
to this section is indicated in the building plans."
Provide a copy of the project soil report. The report shall include foundation
design recommendations based on the engineer's findings and shall comply with
Section R401.4. Your note refers to footing being placed on native soils. r ,
That's great b.ut we still need the soils report. ,Jo itJ'd/ fr..JJ-&) ~ vttdt Jal_{ .Sfa~ vt~ LAR.w ttj 6\hli..I /{llt-/J.:-r
SpecifY on the plans the following information for the fireplace(s):
a) Manufacturer's name/model number and ICC approval number, or equal.
The evaluation report number you provided appears to be invalid.
Never-the-less I don't see how you can get combustion air to the fire
box as show. Also, you say this is a wood burning FP on sheet 4 but
assign 80k BTU to the FP on the gas piping plan, sheet 8. Please
provide the listing and clarify what is being installed.
b) Show the height of the factory built chimney above the roof and the horizontal clearaAGes
per-tisting appmval~meys shall extern:l--at-least 3' above the hi§hest-ftGint--wt:tere-it
CITY OF
CARLSBAD
PLAN CHECK
REVIEW
TRANSMITTAL
DATE:ll/21/14 PROJECT NAME: HITCHMAN RESIDENCE
PLAN CHECK NO: 1 SET#: 1 ADDRESS: 288~HIGHLAND DR
VALUATION: $88,302 2ND DU
Community & Economic
Development Department
1635 Faraday Avenue
Carlsbad CA 92008
www.carlsbadca.gov
PROJECT ID: CB 14-3220
APN:
This plan check review is complete and has been APPROVED by the ENGINEERING
Division.
By: K lAWRENCE 11/21/14
A Final Inspection by the Division is required Yes No
This plan check review is NOT COMPLETE. Items missing or incorrect are listed on
the attached checklist. Please resubmit amended plans as required.
Plan Check Comments have been sent to: MICKEYMONTEMURO@ATT.NET
For questions or clarifications on the attached checklist please contact the following reviewer as marked:
PLANNING ENGINEERING FIRE PREVENTION
760-602-4610 760-602-2750 760-602-4665
Kathleen Lawrence
760-602-27 41
Chris.Sexton@carlsb_g~ca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov
Gina.Ruiz@carls_badca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.,gQy
Dominic.Fieri@carlsbadca.gov
Remarks:
1
E-36
.-\ny outstanding issues will be marl<ed with . 1Hal<e the necessary
compliance with applicable codes ami standards. Suhmil corrected plans
speci{lcations 10 the Building division {rw re-suhmillallo the l.nyinccriny
l/em> that con{(wm to rwrmil are marked wilh
1. SITE PLAN
Provide a fully dimensioned site plan drawn to scale.
Show:
North arrow Driveway widths
Set# ~
Existing & proposed structures
Existing street improvements
I Property lines (show all dimensions)
I Easements
Existing or proposed sewer lateral
Existing or proposed water service
Submit on signed approved plans
DWG No.
Right-of-way width & adjacent streets
Show on site plan:
Drainage patterns
Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining
street or an approved drainage course.
ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale
5' away from building".
Existing & proposed slopes and topography
Size, location, alignment of existing or proposed sewer and water service(s) that serves the project.
Each unit requires a separate service; however, second dwelling units and apartment complexes are an
exception.
Sewer and water laterals should not be located within proposed driveways, per standards.
Include on title sheet:
Site address
Assessor's parcel number
Legal description/lot number
For commercial/industrial buildings and tenant improvement projects, include: total building
square footage with the square footage for each different use, existing sewer permits
showing square footage of different uses (manufacturing, warehouse, office, etc.) previously
approved.
Show all existing use of SF and new proposed use of SF.
Example:
Tenant improvement for 3500 SF of warehouse to 3500 SF of office.
Lot/Map No.: 1661
Subdivision/Tract:
Reference No(s):
Page 2 of 6 REV6/01/12
NIA
N/A
E-36
Set#
2. DISCRETIONARY APPROVAL COMPLIANCE
Project does not comply with the following engineering conditions of approval for project no.:
3. DEDICATION REQUIREMENTS
Dedication for all street rights-of-way adjacent to the building site and any storm drain or
utility easements on the building site is required for all new buildings and for remodels with a
value at or exceeding $ 24,000 , pursuant to Carlsbad Municipal Code Section 18.40.030.
For single family residence, easement dedication will be completed by the City of Carlsbad,
cost$115.00.
Dedication required as follows:
4. IMPROVEMENT REQUIREMENTS
All needed public improvements upon and adjacent to the building site must be constructed
at time of building construction whenever the value of the construction exceeds
$124,000 00, pursuant to Carlsbad Municipal Code Section 18.40.040.
Public improvements required as follows:
sidewalk, underground utilities
Construction of the public improvements must be deferred pursuant to Carlsbad
Municipal Code Section 18.40. Please submit a recent property title report or current grant
deed on the property and processing fee of ---------so we may prepare the necessary
Neighborhood Improvement Agreement. This agreement must be signed, notarized and
approved by the city prior to issuance of a building permit. Processing fee $157.00.
Future public improvements required as follows:
Page 3 of 6
CURB, GUTTER, SIDEWALK
UNDERGROUND UTILITIES
REV6/30/10
1
E-36
Set# 1
5. GRADING PERMIT REQUIREMENTS
The conditions that require a grading permit are found in Section 15.16 of the Municipal
Code.
Inadequate information available on site plan to make a determination on grading
requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and
remedial). This information must be included on the plans. If no grading is proposed
write: "NO GRADING"
Grading Permit required. NOTE: The grading permit must be issued and rough grading
approval obtained prior to issuance of a building permit.
Graded Pad Certification required. (Note: Pad certification may be required even if a grading
permit is not required.) All required documentation must be provided to your Engineering
Construction Inspector (to be determined) The inspector will then
provide the engineering counter with a release for the building permit.
I No grading permit required.
Minor Grading Permit required.
6. MISCELLANEOUS PERMITS
RIGHT -OF-WAY PERMIT is required to do work in city right-of-way and/or private work
adjacent to the public right-of-way. Types of work include, but are not limited to: street
improvements, tree trimming, driveway construction, tying into public storm drain, sewer and
water utilities.
Right-of-way permit required for: Driveway
Page 4 of 6 REV6/01/12
1
E-36
Set# 1
7. STORM WATER
Construction Compliance
Project Threat Assessment Form complete
Enclosed Project Threat Assessment Form incomplete.
Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form
and return (SW 14-409 )
Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2
SWPPP, payment of processing fee and review by city.
Post-Development (SUSMP) Compliance
Storm Water Standards Questionnaire complete.
Storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign
the questionnaire and resubmit with next submittal.
Project is subject to Standard Storm Water Requirements. See city Standard Urban
Storm Water Management Plan (SUSMP) for reference.
http://www. carl sbadca. g ov/b us in ess/bu 1ld i ng/Docu m ents/E n g Standsw-s tds-vo 14-ch2. pdf
Project needs to incorporate low impact development strategies throughout in one or
more of the following ways:
Rainwater harvesting (rain barrels or cistern)
Vegetated Roof
Bio-retentions cell/rain garden
Pervious pavement/pavers
Flow-through planter/vegetated or rock drip line
Vegetated swales or rock infiltration swales
Downspouts disconnect and discharge over landscape
Other:
Page 5 of 6 REV6/01/12
Attachments:
E-36
Set# 1
9. WATER METER REVIEW
Domestic (potable) Use
What size meter is required?
FYI Where a residential unit is required to have an automatic fire
extinguishing system, the minimum meter size shall be a 1" meter.
NOTE: the connection fee, SDCWA system capacity charge and the
water treatment capacity charge will be based on the size of the meter
necessary to meet the water use requirements.
FYI For residential units the minimum size meter shall be 5/8", except where
the residential unit is larger than 3,500 square feet or on a lot larger than
one quarter (1/4) acre where the meter size shall be%".
8. FEES
Required fees have been entered in building permit.
Drainage fee applicable
Added square feet
Added square footage in last two years?
Permit No.
Permit No.
Project built after 1980
Impervious surface> 50%
Impact unconstructed facility
yes
yes
yes
yes
no
no
no
no
Fire sprinklers required
Upgrade
No fees required
yes
yes
no (is addition over 150' from center line)
10. Additional Comments
Engineering Application Storm Water Form
Page 6 of 6
no
Right-of-Way Application/Info. Reference Documents c
REV 6/01112
Fee Calculation Worksheet
ENGINEERING DIVISION
Prepared by: 11/21/ 14
Address: 2881 HIGHLAND DR
Fees Update by: KML
Date: 11/21/14 GEO DATA: LFMZ: [i B&T: N
Bldg. Permit#: C B 14-3220
Date: 11/21/14 Fees Update by:
EDU CALCULATIONS: List types and square footages for all uses.
Types of Use: Sq.Ft./Units 2ND DU
Types of Use:
Types of Use:
Sq.Ft./Units
Sq .Ft./Units
Types of Use: Sq.Ft./Units
ADT CALCULATIONS: List types and square footages for all uses.
Types of Use: ADDITION Sq.Ft./Units 2ND DU
Types of Use:
Types of Use:
Types of Use:
FEES REQUIRED:
Sq .Ft./Units
Sq.Ft./Units
Sq.Ft./Units
EDU's: 1
EDU's:
EDU's:
EDU's:
ADT's: 6
ADT's:
ADT's:
ADT's:
Date:
Within CFD: YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) NO
1. PARK-IN-LIEU FEE: NW QUADRANT NE QUADRANT SE QUADARANT SW QUADRANT
ADT'S/UNITS: I X FEE/ADT: I =$ D
2.TRAFFIC IMPACT FEE:
ADT'S/UNin 1 X FEE/ADT: 1860
I
3. BRIDGE & THOROUGHFARE FEE: DIST. #1
ADT'S/UNITS: f FEE/ADT:
4. FACILITIES MANAGEMENT FEE ZONE:
ADT'S/UNITS:
5. SEWER FEE
EDU's 1
BENEFIT AREA:
EDU's
6. DRAINAGE FEES:
ACRES:
X FEE/SQ.FT./UNIT:
IX FEE/EDU: 842
IX FEE/EDU:
PLDA: HIGH
IX FEE/AC: 6060
1 =$ 1sso
DIST.#2
1=$ N/A
I =$ N/A
1 =$ 84o
I=$
MEDIUM I LOW
I =$ 1
CODE
D
CONN. FEE METER FEE SDCWA FEE
1 33
[Z]
DIST.#3
D
D
[ZJ
D
[ZJ
TOTAL
~ ,,~,::;, ...
~ CITY OF
CARLSBAD
STORM WATER
COMPLIANCE
ASSESSMENT
B-24
Development Services
Building Division
1635 Faraday Avenue
760-602-2719
www .carlsbadca.gov
I am applying to the City of Carlsbad for the following type(s) of construction permit:
~, Building Permit D Right-of-Way Permit
0 My project is categorically EXEMPT from
the requirement to prepare a storm water
pollution prevention plan (SWPPP) because it
only requires issuance of one or more of the
following permit types:
Patio/Deck
Photo Voltaic
Re-Roofing
Sign
Spa-Factory
Sprinkler
Electrical
Fire Additional
Fire Alarm
Fixed Systems
Mechanical
Mobile Home
Plumbing Water Discharge
Project Storm Water Threat Assessment Criteria*
No Threat Assessment Criteria
0 My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because
it meets the "no threaf' assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier
Level. My project does not meet any of the High, Moderate or Low Threat criteria described below.
Tier~ Low Threat Assessment Criteria
My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project
meets one or more of the following criteria:
• Results in some soil disturbance; and/or
• Includes outdoor construction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling).
Tier 2 • Moderate Threat Assessment Criteria
0 My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria:
• Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or,
• Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement
removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria:
• Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or
• Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or
• Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or
• Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April30).
Tier 3 • Significant Threat Assessment Criteria
0 My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any
associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or
0 My project is part of a phased development plan that will cumulatively result in soil disturlbance totaling one or more acres including any
associated construction staging, equipment storage, refueling and maintenance areas: or,
0 My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant
potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s).
I certify to the best of my knowledge that the above
checked statements are true and correct. I understand
and acknowledge that even though this project does
not require preparation of a construction SWPP, I must
still adhere to, and at all times during construction
activities for the permit type(s) check above comply
with the storm water best management practices
pursuant to Title 15 of the Carlsbad Municipal Code
and to City Standards.
Project Address: Assessor Parcel No.
'The City Engineer may authorize minor variances from the Stonm
Water Threat Assessment Criteria in special circumstances where it
can be shown that a lesser or higher Construction SWPPP Tier Level is
warranted.
B-24
} ~~() j{<5kJA,_J A~e.
I
I Owner/Owner's Authorized Agent Name:
fYJ:c.{t I
\
Page 1 of 1
I ,5' C, 'J-oc/fJ;a
Title:
Rev.03/09
Construction
SWPPP Tier
Level
Tier 3
Tier2
Tier 1
t:v~~' .,.,.
CONSTRUCTION THREAT
ASSESSMENT WORKSHEET FOR
DETERMINATION OF PROJECT'S
PERCEIVED THREAT TO
STORM WATER QUALITY
E-33
Development Services
Land Development Engineering
1635 Faraday Avenue
760-602-2750
www.carlsbadca.gov
Perceived
Construction Threat As,essment Criteria* Threat to
Storm Water
Quality
Tier 3-Hioh Construction Threat Assessment Critetia
0 Pcoject sOe Is 50 acres or more and gradlng~ll occor dunng the rainy season
0 Project site is 1 acre or more in size and is I cated within the Buena Vista or Agua Hedionda
Lagoon watershed, inside or within 200 fe t of an environmentally sensitive area (ESA) or
discharges directly to an ESA I High 0 Soil at site is moderately to highly erosiv/ (defined as having a predominance of soils with
0
USDA-NRCS Erosion factors kt greater tttan or equal to 0.4)
Site slope is 5 to 1 or steeper I
0 Construction is initiated during the rain/ season or will extend into the rainy season (Oct. 1
0
through April 30). ft
Owner/contractor received a Storm W ter Notice of Violation within past two years
Tier 3-Medium Construction Threat Asse~sment Criteria Medium 0 All projects not meeting Tier 3 High c;6nstruction Threat Assessment Criteria
Tier 2 Hiah Construction Threat Assess..thent Criteria
0 Project is located within the Bu a Vista or Agua Hedionda Lagoon watershed, inside or
within 200 feet of an environmen ally sensitive area (ESA) or discharges directly to an ESA
0 Soil at site is moderately to hi ly erosive (defined as having a predominance of soils with
USDA-NRCS Erosion factors greater than or equal to 0.4) High
0 Site slope is 5 to 1 or steeper
0 Construction is initiated duri g the rainy season or will extend into the rainy season (Oct. 1
through April 30).
0 Owner/contractor receive a Storm Water Notice of Violation within past two years
0 Site results in one half a e or more of soil disturbance
Tier 2 -Medium Constructiorlrhreat Assessment Criteria Medium 0 All projects not meeti~ Tier 2 High Construction Threat Assessment Criteria
Tier 1 -Medium lnsoectior/Threat Assessment Criteria
0 Project is located ithin the Buena Vista or Agua Hedionda Lagoon watershed, within or
directly adjacent t an environmentally sensitive area (ESA) or discharges directly to an ESA
0 Soil at site is m (jerately to highly erosive (defined as having a predominance of soils with
USDA-NRCS osion factors kt greater than or equal to 0.4) Medium 0 Site slope is o 1 or steeper
0 Constructio IS initiated during the rainy season or will extend into the rainy season (Oct. 1
through Ap I 30).
0 Owner/c tractor received a Storm Water Notice of Violation within past two years
0 Site res~ Its in one half acre or more of soil disturbance
Tier 1 -Low lns~ection Threat Assessment Criteria Low 0 All projects not meeting Tier 1 Medium Construction Threat Assessment Criteria
-Not Applicable -Exempt
*The c1ty eng1neer may authonze m1nor vanances from the construction threat assessment cntena 1n spec1al Circumstances
where it can be shown that a lesser or higher amount of storm water compliance inspection is warranted in the opinion of
the city engineer
E-33 Page 1 of 1 REV 4/30/10
¥ CITY OF
ARLSB
STORM WATER
STANDARDS
QUESTIONNAIRE
E-34
Development Services
land Development Engineering
1635 Faraday Avenue
760-602-2750
www.carlsbadca.gov
To address post-development pollutants that may be generated from development projects, the City requires that new development and
significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMP's) into the project
design per the City's Standard Urban Stormwater Management Plan (SUSMP). To view the SUSMP, refer to the Engineering Standards
(Volume 4, Chapter 2) at www.carlsbadca.gov/standards.
Initially this questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision,
discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that
must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to
'Standard Stormwater Requirements' or be subject to additional criteria called 'Priority Development Project Requirements'. Many
aspects of project site design are dependent upon the storm water standards applied to a project.
Your responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has
responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire
was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by you, this will result in the return
of the development application as incomplete. In this case, please make the changes to the questionnaire and resubmit to the City.
If you are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, please
seek assistance from land Development Engineering staff.
A separate completed and signed questionnaire must be submitted for each new development application submission. Only one
completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently.
In addition to this questionnaire, you must also complete, sign and submit a Project Threat Assessment Form with construction permits
for the project.
Please start by completing Step 1 and follow the instructions. When completed, sign the form at the end and submit this with your
application to the city.
To determine if your project is a priority development project, please answer the following questions:
1. Is your LIMITED TO constructing new or retrofitting paved sidewalks, bicycle lanes or trails that meet
the following criteria: (1) Designed and constructed to direct storm water runoff to adjacent vegetated areas, or
other non-erodible permeable areas; OR (2) designed and constructed to be hydraulically disconnected from
paved streets or roads; OR (3) designed and constructed with permeable pavements or surfaces in
accordance with US EPA Green Streets ,,· '~"'''""',.'
2. Is your project LIMITED TO retrofitting or redeveloping existing paved alleys, streets, or roads that are
designed and constructed in accordance with the USEPA Green Streets guidance?
YES
If you answered "yes" to one or more of the above questions, then your project is NOT a priority development project and therefore is
NOT subject to the storm water criteria required for priority development projects. Go to step 4, mark the last box stating "my
project does not meet PDP requirements" and complete applicant information.
answered "no" to both 2.
E-34 Page 1 of 3 Effective 6/27113
STORM WATER
STANDARDS
QUESTIONNAIRE
E-34
Development Services
Land Development Engineering
1635 Faraday Avenue
760-602-2750
www.carlsbadca.gov
determine if your project is a priority development project, please answer the following questions:
1. Is your project a new development that creates 10,000 square feet or more of impervious surfaces collectively
over the entire project site? This includes commercial, industrial, residential, mixed-use, and public
nrl"'iOI"t<> On land.
2. Is your project creating or replacing 5,000 square feet or more of impervious surface collectively over the entire
project site on an existing site of 10,000 square feet or more of impervious surface? This includes commercial,
on · land.
3. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface
collectively over the entire project site and supports a restaurant? A restaurant is a facility that sells prepared
foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared
foods and drinks for immediate ·
4. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface
collectively over the entire project site and supports a hillside development project? A hillside development
project includes development on any natural slope that is twenty-five percent or greater.
5. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface
collectively over the entire project site and supports a parking lot. A parking lot is a land area or facility for the
of motor vehicles used for business or for commerce.
6. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface
collectively over the entire project site and supports a street, road, highway freeway or driveway? A street,
road, highway, freeway or driveway is any paved impervious surface used for the transportation of
and other vehicles.
7. Is your project a new or redevelopment project that creates or replaces 2,500 square feet or more of
impervious surface collectively over the entire site, and discharges directly to an Environmentally Sensitive
Area (ESA)? "Discharging Directly to" includes flow that is conveyed overland a distance of 200 feet or less
from the project to the ESA, or conveyed in a pipe or open channel any distance as an isolated flow from the
ESA not with flows from *
8. Is your project a new development that supports an automotive repair shop? An automotive repair shop is a
facility that is categorized in any one of the following Standard Industrial Classification (SIC) codes: 5013,
9. Is your project a new development that supports a retail gasoline outlet (RGO)? This category includes RGO's
that meet the following criteria: (a) 5,000 square feet or more or (b) a project Average Daily Traffic (ADT) of
100 or more vehicles
1 O.ls your project a new or redevelopment project that results in the disturbance of one or more acres of land and
are expected to generate pollutants post construction?
Pacific Ocean 2,500 square feet or more of ./".
i surface on the than 10%?
you answered "yes" to one or more of the above questions, you ARE a priority development project and are therefore subject to
mplementing structural Best Management Practices (BMP's) in addition to implementing Standard Storm Water Requirements such
source control and low impact development BMP's. A Storm Water Management Plan (SWMP) must be submitted with your
for development. Go to step 3 for redevelopment projects. For new projects, go to step 4 at the end of this
onnaire, check the "my project meets PDP requirements" box and complete applicant information.
you answered "no" to all of the above questions, you ARE NOT a priority development project and are therefore subject
plementing only Standard Storm Water Requirements such as source control and low impact development BMP's required for
'n"'"'"'''nnlm<>nt projects. A Storm Water Management Plan (SWMP) is not required with your application(s) for development. Go to ste
nd of this questionnaire, check the "my project does not meet PDP requirements" box and complete applica
E-34 Page 2 of 3 Effective 6/27/13
~ ,{.,.-,~--'~/ ·~~-CITY 0 F
CARLSBA
STORM WATER COMPLIANCE FORM
TIER 1 CONSTRUCTION SWPPP
E-29
STORM WATER COMPLIANCE CERTIFICATE
v' My project is not in a category of permit types exempt from the Construction
SWPPP requirements
v' My project is not located inside or within 200 feet of an environmentally
sensitive area with a significant potential for contributing pollutants to nearby
receiving waters by way of storm water runoff or non-storm water
discharge(s).
v' My project does not require a grading plan pursuant to the Carlsbad
Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code)
v' My project will not result in 2,500 square feet or more of soils disturbance
including any associated construction staging, stockpiling, pavement
removal, equipment storage, refueling and maintenance areas that meets
one or more of the additional following criteria:
located within 200 feet of an environmentally sensitive area or the
Pacific Ocean; and/or,
• disturbed area is located on a slope with a grade at or exceeding 5
horizontal to 1 vertical; and/or
disturbed area is located along or within 30 feet of a storm drain inlet, an
open drainage channel or watercourse; and/or
• construction will be initiated during the rainy season or will extend into
the rainy season (Oct. 1 through April 30).
I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE
CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING
FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN
ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS.
I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST
MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES
TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE
MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE
THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED
POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH
THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE
DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE
CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF
CARLSBAD.
E-29
,, /,a/ :f.
fMt-l--1---L
STORM WATER POLLUTION PREVENTION NOTES
1. ALL NECESSARY EQUIPMENT AND MATERIALS
SHALL BE AVAILABLE ON SITE TO FACILITATE
RAPID INSTALLATION OF EROSION AND
SEDIMENT CONTROL BMPS WHEN RAIN IS
EMINENT.
2. THE OWNER/CONTRACTOR SHALL RESTORE
ALL EROSION CONTROL DEVICES TO
WORKING ORDER TO THE SATISFACTION OF
THE CITY ENGINEER AFTER EACH RUN-OFF
PRODUCING RAINFALL.
3. THE OWNER/CONTRACTOR SHALL INSTALL
ADDITIONAL EROSION CONTROL MEASURES
AS MAY BE REQUIRED BY THE CITY
ENGINEERING OR BUILDING INSPECTOR DUE
TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY
ARISE.
4. ALL REMOVABLE PROTECTIVE DEVICES SHALL
BE IN PLACE AT THE END OF EACH WORKING
DAY WHEN THE FIVE (5) DAY RAIN
PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). SILT AND OTHER DEBRIS
SHALL BE REMOVED AFTER EACH RAINFALL.
5. ALL GRAVEL BAGS SHALL BE BURLAP TYPE
WITH 3/41NCH MINIMUM AGGREGATE.
6. ADEQUATE EROSION AND SEDIMENT
CONTROL AND PERIMETER PROTECTION BEST
MANAGEMENT PRACTICE MEASURES MUST BE
INSTALLED AND MAINTAINED.
SPECIAL NOTES
Page 1 of 3
Development Services
Land Development Engineering
1635 Faraday Avenue
760-602-2750
www.carlsbadca.gov
PROJECT INFORMATION
Site Address: ctB ~; t.f~ 8 ~I i_~ ,4...:~
Assessor's Parc~l Numb{(.:. S C:, -'J-CJC,.l t2.1~
Project ID: c8/ 3~2--a
Construction Permit No.:Svzilt( -£1"02
Estimated Construction Start Date DQ.C. 5 ·I lj
Project Duration Months
!----
Emergency Contact:
Name: I>J: c. ~j {Vlotu"'t .e.m...;; CO
~ 24hourPhone: (9\'f'-8oc..,~~~ 3.3
Perceived Threat to Storm Water Quality
~edium
D Low
If medium box is checked, must attach a site plan
sheet showing proposed work area and location
of proposed structural BMPs
For City Use Only
Approved By: -L.,...--1----'>....,._ ___ _
Date: _::..___!__-+_.:._ ___ _
REV 4/30/10
.,
'
//f~' <,;!t,,, __ :...''}?:)
··~ CITY OF
RLSBA
Does the redevelopment
50% of the surface area
STORM WATER
STANDARDS
QUESTIONNAIRE
E-34
Development Services
land Development Engineering
1635 Faraday Avenue
760-602-2750
www.carlsbadca.gov
If you answered "yes," the structural BMP's required for Priority Development Projects apply only to the creation or replacement of
impervious surface and not the entire development. Go to step 4, check the "my project meets PDP requirements" box and
complete applicant information.
If you answered "no," the structural BMP's required for Priority Development Projects apply to the entire development. Go to step 4,
check the "mv oroiect meets PDP reauirements" box and comolete aoolicant information.
My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater
criteria per the SUSMP and I understand I must prepare a Storm Water Management Plan for submittal at time of application.
I understand flow control (hydromodification) requirements may apply to my project. Refer to SUSMP for details.
My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per
the SUSMP. As part of these requirements, I will incorporate low impact development strategies throughout my project.
Applicant Information and Signature Box
Accessor's Parcel Number(s):
I SC:-.-· ;;L<9C ·-lfB~
Applicant ~itle: ~ c'-'71-rr~CTC
Date: I 1 {I tl!.i
This Box for City Use Only
By:
Date:
Project ID:
0
*Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas
designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the
San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources
Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their
quivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent
environmentally sensitive areas which have been identified by the Copermittees.
E-34 Page 3 of 3 Effective 6/27113
Erosion Control Tracking Non-Storm Water Waste Management and Materials Sediment Control BMPs Control BMPs BMPs Management BMPs Pollution Control BMPs
c c c c c 0 0 0
'0 u n Ol ~ Ql '0 Ql c c E c E '0 "' <ll 0 c Ol <ll c c;; "' E 2 2 ~ '6 .E Q. Ql <ll $
::2: 'OQl Ol Qi Qi (;)"' (i) c "5 2:-Ol "' II Ol c ';:: <ll c Best Management Practice c c-Q. Ql -~ c c "' c ~ ~ rr Ql c 0 ~ o6 :.c <ll <ll "' <ll (]J ·a. -0 Ql 0 Ql ~ UJ > <ll (BMP) Description ~ "' 3: c t!= E alg> c u ~ u "' '0 Qi Ql c $ "' (.) Ol (]J !i "' ::2: Ql "S Ql(/) -~ Ql "' <ll ·ro c ~~ c s c 0 ::::> Ql "' "' ~Q) (.) c <ll 0 3: ·-Ol ~ 0 '0>-. 0"' ~ g Ql > ~ ::::l ~ ::2: 0 (]J (f)E Ql <ll uw )J i~ 0 oe> 0 c Ql 0::: <ll 0:.;:::; N"' ~~ Ql n; ·a. "E $ <ll Ql E -"" Qi -::::l .0 E ~ == rn 2~ :0 c:;·c: -~ '0 .cc Ql LL (.) Qi > Ql ::::l '0 :c ~ ~~ -"" '0 <ll 0 Q. '6 .Oro <ll ·-<ll (.) 0 t·-Ql ~ Ql (.) c .8"§ .c Ql c;; ~~ ~~ 8~ Ql ~ <ll ~ 0 Ql .c .0 .:=ro <ll <lle> 19 0 <ll<ll 0 0
C) UJO U5 i:/5 (/) u i.L C) (f)> (/) (f)CJ... Ci5E (1)0::: so: c... ~u ::2: Ci5
CASQA Designation ~ 1'-co Ol ~ ~ ('") ...,. U") '9 1'-co 0 ~ N ~ ('") 1'-co ~ N ('") ...,. U") <D co u u u ~ uJ uJ uJ uJ uJ ~ 0::. 0::. ch ch ch ch :::!: :::!: :::!: :::!: :::!: :::!: u UJ UJ uJ ::2: UJ UJ UJ (/) (/) (/) (/) (/) (/) (/) 1-1-z z z z s s s s s s s Construction Activity UJ (/)
Grading/Soil Disturbance ~
Trenching/Excavation v
StockpilinQ
Drillinq/BorinQ
Concrete/Asphalt Saw
cutting
Concrete flatwork
PavinQ
Conduit/Pipe Installation
Stucco/Mortar Work
Waste Disposal
Staging/Lay Down Area
Equipment Maintenance
and FuelinQ
Hazardous Substance
Use/Storage
Dewatering
Site Access Across Dirt
Other (list): I
!
Instructions: Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur during the proposed construction. Add any other activity descriptions in the
blank activity description boxes provided for that purpose and place a check in the box immediately to the left of the added activity description. For each activity descrribed, pick one or more best
management practices (BMPs) from the list located along the top of the form. Then place an X in the box at the place where the activity row intersects with the BMP column. Do this for each activity that was
checked off and for each of the selected BMPs selected from the list. For Example -If the project includes site access across dirt, then check the box to the left of "Site Access Across Dirt". Then review
the list for something that applies such as "Stabilized Construction Ingress/Egress" under Tracking Control. Follow along the "Site Access Across Dirt" row until you get to the "Stabilized Construction
Ingress/Egress" column and place an X in the box where the two meet. As another example say the project included a stockpile that you intend to cover with a plastic sheet. Since plastic sheeting is not on
the list of BMPs, then write in "Cover with Plastic" in the blank column under the heading Erosion Control BMPs. Then place an X in the box where the "Stockpiling" row intersects the new "Cover with
Plastic" column.
To learn more about what each BMP description means, you may wish to review the BMP Reference Handout prepared to assist applicants in the selection of appropriate Best Management Practice
measures. The reference also explains the California Stormwater Quality Association (CASQA) designation and how to apply the various selected BMPs to a project.
E-29 Page 2 of 3 REV 4/30/10
ctrY or
CARLSBAD
PLANNING DIVISION
PLANCHECK REVIEW
CHECKLIST
P-28
Planning Division
1635 Faraday Avenue
(760) 602-4610
www.carlsbadca.eov
DATE: 3/24/15 PROJECT NAME: SECOND DWELLING UNIT & DECK PROJECT ID:
PLAN CHECK NO: CB143220 SET#: ADDRESS: 2882 HIGHLAND DR
[g] This plan check review is complete and has been APPROVED by the
PLANNING Division.
By:
A Final Inspection by the PLANNING Division is required 0 Yes [2] No
You may a/so have corrections from one or more of the divisions listed below. Approval
from these divisions may be required prior to the issuance of a building permit.
Resubmitted plans should include corrections from all divisions.
D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on
the attached checklist. Please resubmit amended plans as required.
Plan Check Comments have been sent to: APPROVAL GIVEN TO OWNER OVER
THE COUNTER
For questions or clarifications on the attached checklist please contact the following reviewer as marked:
PLANNING ENGINEERING FIRE PREVENTION
760-602-4610 760-602-2750 760··602-4665
D Chris Sexton D Kathleen Lawrence D Greg Ryan
760-602-4624 760-602-2741 760-602-4663
Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov
cgJ Gina Ruiz/Christer D D Westman Linda Ontiveros Cindy Wong
7 60-602-46 7 5/7 60-602-4614 760-602-2773 760-602-4662
Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov
Christer.Westman@carlsbadca.gov
D Chris Garcia D Dominic Fieri 760-602-4622 D Chris.Garcia@carlsbadca.gov 760-602-4664
Dominic.Fieri@carlsbadca.gov
REVIEW#:
1 2 3 4
[8]00
[8]00
[8]00
[8]00
[8]00
Plan Check No. PC150001 Address 2880 HIGHLAND DR Date 3/24/15
Review#§
Planner GINA RUIZ/CHRISTER WESTMAN Phone (760) 602-4675/(760) 602-4614
Type of Project & Use: SOU
Zoning: R-1-10,000 General Plan: RLM Facilities Management Zone: 1
CFD (in/out) #_Date of participation: Remaining net dev acres: __
(For non-residential development: Type of land use created by this permit: __ )
Legend: [8] Item Complete
Environmental Review Required:
DATE OF COMPLETION:
0 Item Incomplete -Needs your action
YES 0 NO [8] TYPE
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval:
Discretionary Action Required: YES 0 NO [8] TYPE (VERBAL APPROVAL
FROM CITY PLANNER ALLOWING A DETACHED SOU ON THE GROUND FLOOR IN
ADDITION TO A PREVIOUSLY APPROVED DETACHED ACCESSORY STRUCTURE AS
ACCESSORY STRUCTURE LIVING AREA IS ON 2N° LEVEL AND PER REASONABLE
ACCOMODATIONS CODE, ACCOMODATIONS NEEDED AND VERBALLY APPROVED
BY CITY PLANNER FOR THIS PROPOSAL)
APPROVAL/RESO. NO. DATE
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions or approval? If not, state conditions which require action.
Conditions of Approval: __
Coastal Zone Assessment/Compliance
Project site located in Coastal Zone? YES 0 NO .[8J
CA Coastal Commission Authority? YES 0 NO .[8J
If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive,
Suite 103, San Diego, CA 92108-4402; (619) 767-2370
Determine status (Coastal Permit Required or Exempt):
Habitat Management Plan
Data Entry Completed? YES 0 NO [8]
If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application
and assess fees in Permits Plus
(A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of
Habitat Type impacted/taken, UPDATE!)
lnclusionary Housing Fee required: YES 0 NO [8]
(Effective date of lnclusionary Housing Ordinance-May 21, 1993.)
Data Entry Completed? YES 0 NO 0
(A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct
Housing Y/N, Enter Fee, UPDATE!)
0 0 0 [8] Housing Tracking Form (form P-20) completed: YES [8] NO 0 N/A 0
P-28 Page 2 of 4 07/11
Site Plan:
DOD~
~DO
~DO
SEE ADDITIONAL COMMENTS BELOW
City Council Policy 44-Neighborhood Architectural Design Guidelines
1. Applicability: YES D NO ~
2. Project complies: YES D NOD
Zoning: DECK (ADDED ON PLANCHECK NO.2)
D D D ~ 1. Setbacks:
D~D
~DO
~DO
~DO
Front: Required 14' IF UNCOVERED AND NOT EXTENDING
ABOVE FIRST FLOOR Shown 16' HEIGHT REVISED
Interior Side: Required 7' Shown 9.6'
Street Side: Required __ Shown
Rear: Required __ Shown
Top of slope: Required __ Shown
2. Accessory structure setbacks: DETACHED SOU
Front: Required 20' Shown 20'+
Interior Side: Required 7' Shown &..a: PLANCHECK 2: 7'
Street Side: Required N/A Shown N/A
Rear: Required 1.£_Shown ~
Structure separation: Required 1Q. Shown ~ PLANCHECK 2: 1 0' TO ACC.
STRUCTURE & 19.8' TO MAIN HOUSE
3. Lot Coverage: Required 40% MAX Shown 37.8%
4. Height:
13.8'
Required 14' (4:12 PITCH STATED ON PLANS) Shown
5. Parking: Spaces Required 1 GUEST SPACE Shown SPACES
AVAILABLE WITHIN DRIVEWAY TO REAR GARAGE
(breakdown by uses for commercial and industrial projects required)
Residential Guest Spaces Required __ Shown __
D D D ~ ,o,aaitisAal CsFRFReAts #1. PLE,<\SE REVISE TI9E Pb/\~IS /\S TI9E REQUIRED SIDE YARD SETBACK IS 7'. #2. PLEASE REVISE TI9E
Pb.",NS ,O,S TI9E SECmiD DWElliNG U~IIT REQUIRES/', 10' STRUCTURE SJ;;Pf'RA,TIOI>J F'ROM ACCESSORY STRUCTURES. #J.
PLE/\SE REVISE TI9E SCOPE OF WGRK 0~1 SI9EET 1 TO ST!'.TE TI9E SDU IS/', MAX OF e40 SQ. FT. ~lOT 780 SQ. FT. #4. PLEASE
ST'\TE ON S19EET 4 TI9 4 T TI9E STOR1\GE AREA WILL ~JOT SE ,'\CCESSIBLE FROM TI9E SECOND DWELLI~IG U~IIT. #5. PLE,'\SE
COMPLETE NID RETUR~I TI9E ATT/'CI9ED P 20 190USI~IG TR/',CKI~IG FORM. #e. FOR YOUR REFERE~ICE miCE TI9E REVISIONS
4 RE M4 DE 4 ~ID PL4 N~IING CMI /\PPROVE TI9E PLMICI9ECK '\NOTICE OF RESTRICTiml FOR TI9E SECOND DWEbbi~IG U~IIT
WILL BE M/\ILED OUT FOR ~IOTARIZATION PURPOSES.
PLMICI9ECK ~10. 2 #1. PLEASE ADD SECTimiSIELEVATimiSIDETAILS SI90WING 190W 191GI9 TI9E DECK WILL BE MID IF TI9ERE IS ,o,Ny PORTION OF IT
TI9AT WILL BE COVERED. PER CI9APTER 2He.120 (4) U~ICOVERED PORCI9ES i\ND Pb.'\TFORMS W191CI9 DO ~lOT EXTEND
ABOVE TI9E FIRST LI<VEL OF' TI9E F'IRST F'bOOR MAY EXTEND SIX F'EET I~!TO TI9E F'RONT YARD SETB/\CK. #2. PLE,".SE
COMPLETE 4 ~ID RETUR~I TI9E ATT/',CI9ED P 20 190USI~IG TRACKI~IG FORM. #3. FOR YOUR REFERE~ICE miCE TI9E RE"ISIONS
ARE MADE MID PLMI~IING C,'\~1 /',PPROVE TI9E PL'\~ICI9ECK A ~IOTICE OF RESTRICTIO~I FOR TI9E SECOND DWElliNG UNIT
1JIIILL 8E MAILED OUT FOR ~IOTi\RIZ!'.TION PURPOSES.
PLNICI9ECK ~10. 3: #1. M/',XIMUM 19EIGI9T IN TI9E FRONT Y'\RD SETBACK IS 42". TI9E GU,4,RDR'\IL Ci\~1 GO "fl011E TI9E 42" flUT CAN ~lOT BE 191GI9ER
TI911N Tl91< '~II>JIMUM REQUIREMENT FROM TI9E BUILDI~IG CODE (42"). PLE'\SE RESIVE TI9E PLMIS MID I~ICLUDE !\SECTION
S190WI~IG TI91S I~II=ORMATIOn #2. PLEASE COMPLETE MID RETUR~I TI9E 11TT11CI9ED P 20 190USI~IG TRi\CKING FOR,~. #3.
FOR YOUR REFERE~ICE ONCE TI9E RE"ISimiS '\RE M/\DE A~ID PLA~INI~IG C11N 11PPRO"E TI9E Pb.'\NCI9ECK '\ NOTICE OF
RESTRICTION FOR TI9E SEC miD DWELLING U~IIT VVILL BE M/',ILED OUT FOR ~IOTARIZATiml PURPOSES.
PLANCI=IECK NO. 4: #1. SAME COMMENT FROM PLA~lCI=IECK ~JO. J M/\XIMUM I=IEIGI=IT IN TI=IE FROm YARD SETBACK IS 42". TI=IE
GUARDRAIL CA~J GO ABOVE TI=IE 42" BUT C/\~1 ~JOT BE I=IIGI=IER TI=IAN TI=IE MINIMUM REQUIREMENT FROM TI=IE
P-28
BUILDING CODE (42"). PLEASE RESIVE TI=IE PLA~JS /\ND I~JCLUDE A SECTiml SI=IOWI~IG TI=IIS INFORMATION.
#2. FOR YOUR REFERENCE miCE THE REVISIONS ARE MADE A~ID PLA~I~JING C/\N APPROVE THE
Page 3 of 4 07111
PLANCHECK A NOTICE OF RESTRICTimJ FOR THE SECOND DWELLING UNIT WILL BE MAILED OUT FOR
~JOTARIZATimJ PURPOSES.
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER GINA RUIZ DATE 3/24/15
P-28 Page 4 of 4 07111
ITW Building Components Group, Inc.
8351 Rovana Circle Sacramento, CA 95828 (916) 387-0116
Page I of I Document ID: I V3T6004Z0511142411
Truss Fabricator:
Job Identification:
Model Code:
San Diego Co. Truss ' "
VALLEY-)Ff~t-J::{;'-)Ll\A.-..d lJC-
Truss Criteria: CRC2010/TPI-2007(STD)
Engineering Software: A 1 pine proprietary truss ana I ys is software. Version
Truss Design Loads: Roof -37 PSF @ 1 . 25 Duration
Floor -N/A
lind -90 IPH (ASCE 7-05-Ciosed)
Notes:
1. Determination as to the suitability of these truss conponents for the
structure is the responsibility of the building designer/engineer of
record, as defined in ANSI/TPI 1.
2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR6004
Details: A1001505-GBLLETIN-GABRST05-A1003005-
Submitted by GIH 14:23:28 02-11-2014 Reviewer: JCJ
$ $
# Ref Oeser i 1!!-_i_on Drawing# Date
1 69329--S27C4S2 14042001 02/11/14
2 69330--S27C4S2STUB 14042013 02/11/14
3 69331--S27C4S2=S....,TU=B=GE=F _ _,1c..:.40:-....4=2.-:..01=2:........:-0=2._/1=-=1._/1._4,__
NOV 1 9 ZQ14
Garold W. Heal
02/1112014
( VALLEY--S27C4S2 )
Top chord 2x4 DF-L #1&Bet.(g)
Bot chord 2x4 DF-L #1&Bet.(g)
Webs 2x4 DF-L #1&Bet.(g)
Connectors in green lumber (g) designed using NDS/TPI reduction factors.
In I ieu of rigid cei I ing provide lateral bracing to brace BC @ 120" OC
Bottom chord checked for 10.00 psf non-concurrent bottom chord I ive load
applied per CRC-10 section 1607A.
Deflection meets L/240 I ive and L/180 total load. Creep increase factor
for dead load is 2.00.
4X4*
5X6=
90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located
anywhere in roof, CAT I I, EXP C, wind TC DL=4.2 psf, wind BC DL=6.0
psf.
Wind loads based on both MWFRS and C&C, reactions based on MWFRS.
Calculated horizontal deflection is 0.21" due to I ive load and 0.35"
due to dead load.
Calculated vertical deflection is 0.42" due to I ive load and 1.12" due
to total load at X = 13-6-0.
Calculated vertical deflection is 0.42" due to I ive load and 0.70" due
to dead load at X = 13-6-0.
4-9-15
0-3-15
_1_
T
3X10(A1) ~
l1-6-oJ
~2
0-3-15
_1_
3X10(A1)""'
l1-6-oJ
T
IE--------8-3-0 5-3-0 5-3-0 8-3-0-----~
1: 13-6-0 13-6-0 :1
27-0-0 Over 2 Supports
R=1095 U=122 W=3.5" R=1095 U=122 W=3.5"
RL=98/-98
Design Grit: CRC2010/TPI-2007(STD)
1.12-0-0
PLT TYP. Wave\R FT/RT=20%(0%)/10(0) CA/-/3/3/-/R/-Scale =.275"/Ft.
San Diego Co. Truss 619-286-8787 7462 Miss1on Gorge Rd., San Diego CA
ITW Building Components Group, Inc. Sacramento, CA 95828
**WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEET!
HIMPORTANP• FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS.
Trusses require extreme care in Tabr1cat1ng, handling, shipping, Installing and bracing. ReTer to and
follow 1:he latest ed1t1on of' BCSI (Bu1 ld1ng Component Safety Information, by TPI and WTCA) For safety
practices prior to performing these functions. Installers shall prov1de temporary bracing per BCSI.
Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord
sha I I have a proper I y attached rigid ce i I i ng. Locations shown for permanent I atera I restra tnt of webs
shall have bracing installed per BCSI sect tons 83, 87 or 810, as applicable.
I TW 8u i 1 ding Components Group Inc. (I TW8CG) sha I 1 not be respons t b 1 e for any dev tat ion from th t s des t gn.
any failure to build the truss in conformance wtth ANSI/TPI 1, or for hand I ing, shtpptng. installatton &
brae i ng of' trusses. App I y pI ates to each face of truss and position as shown above and on the JoInt
Detat Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate poSitions. A seat on thts
drawing or cover page 1 tstlng this drawing, indicates acceptance of professional engineering
respons 1 b t I 1 ty so I e I y for the design shown. The su t tab 1 I 1 ty and use of' this design for any structure is
the respons1bt 1 tty of the Bui ldtng Designer per ANSI/TPI 1 Sec.2. for more information see Thts Job's
general notes page: ITW-BCG: www. ttwbcg.com: TPI www.tpinst.org; WTCA: www.sbctndustry.com,
ICC: w-. tccsafe.org
TC LL
TC DL
BC DL
BC LL
TOT.LD.
DUR.FAC.
SPACING
20.0 PSF REF R6004-69329
~~--
7.0 PSF DATE 02/11/14
10.0 PSF
0.0 PSF CA-ENG TSB/GWH
37.0 PSF SEQN-117423
1.25
----24.0" JREF-1V3T6004Z05
[ALP I NE][CRC2010/TP I-2007][S27C4S2][ 45175/ll [Page 1]
[TCLL 20.0][TCDL 7.0][BCDL 10.0][BCLL O.O][DF 1.25][0C 24.0][NM 1][SOFFIT 0.0]
=====Bear 1 ngs=== [X-Loc] [React] [Size] =====
[ 0.00][ 1095] [ 98h] [0. 29] [26 71][ 1095][0.29]
EndPts Max Ten MaxComp AXL BND CSI GLC S Grade Length Pitch
0-1 26 0 0.00 0.09 0.10 1 4 DF-L #1&Bet. 18.97 4.00
4-7 1260 -4188 0.23 0.52 0. 74 1 4 DF-L #1&Bet. 89.03 4.00
7-9 968 -3103 0.06 0.14 0.20 1 4 DF-L #1&Bet. 65.15 4.00
8-14 963 ~3103 0.06 0.14 0.20 1 4 DF-L #1&Bet. 65.15 -4.00
14-17 1265 -4188 0.23 0.52 0. 74 1 4 DF-L #1&Bet. 89.03 -4.00
20-21 26 0 0.00 0.09 0.10 1 4 DF-L #1&Bet. 18.97 -4.00
5-6 3981 -1117 0.46 0.21 0.66 1 4 DF-L #1&Bet. 83.85 2.00
6-12 3974 -1121 0.46 0.09 0.55 1 4 DF-L #1&Bet. 63 58 2.00
13-15 3974 -1131 0.46 0.09 0.55 4 DF-L #1&Bet 63.58 -2.00
15-16 3981 -1127 0.46 0.21 0.66 4 DF-L #1&Bet. 83.85 -2.00
2-3 528 -1564 -=-= Plate Member =-=-PLATE MEMBER 0.50 -Vert-
2-4 1228 -4203 0.11 0.19 0 30 1 4 DF-L #1&Bet. ( 14.86 4. 31
1-2 26 -6 -=-=F i ct i ous Member=-=-DF-L #1&Bet. ( 1. 76 1. 54
4-5 148 -92 -=-= Plate Member =-=-PLATE MEMBER 3.49 -48.31
3-5 3968 -1132 0.46 0.15 0.61 1 4 DF-L #1&Bet. ( 14.98 1. 73
18-19 526 -1564 -=-= Plate Member =-=-PLATE MEMBER 0. 50 -Vert-
17-18 1232 -4203 0.11 0.19 0. 30 1 4 DF-L #1&Bet. ( 14.86 -4.31
18-20 26 -6 -=-=Fictlous Member=-=-DF-L #1&Bet. ( 1. 76 -1.54
16-17 148 -92 -=-= Plate Member =-=-PLATE MEMBER 3.49 48.32
16-19 3968 -1142 0.46 0.15 0.61 1 4 DF-L #1&Bet. ( 14.98 ~ 1. 73
9-10 968 -3013 -=-=Fictious Member=-=-OF-L #1&Bet. ( 0.00 -Vert-
8-10 3013 -963 -=-=F1ct1ous Member=-=-DF-L #1&Bet. ( 0.00 -Vert-
11-12 1111 -3974 -=-=Fictious Member=-=-DF-L #1&Bet. ( 0.00 -Vert-
11-13 3974 -1121 -=-=Fictious Member=-=-DF-L #1&Bet. ( 0. 00 -Vert-
EndPts Max Ten MaxComp AXL GLC S Grade Length Brace
6-7 256 0 0.03 2 4 OF-L #1&Bet 14.08
7-11 397 -1018 0. 38 1 4 OF-L #1&Bet 59.65
10~11 1665 -401 0. 21 1 4 OF -L #1&Bet 24.58
11-14 396 -1018 0.38 4 DF-L #1&Bet 59.65
14-15 256 0 0.03 4 DF-L #1&Bet 14.08
Node X-Loc Y-Loc Plate Cq JSI Method defiY(L) defiY(T) dxl
0 -1 .50 11.67 0.01 L/999 0.01 L/999 0.00
1 0.00 12.17
2 0.15 12.19 3X10(A1) 0.80 0.91
3 0.15 12.15 0. 00 L/999 0.00 L/999 0.00
4 1. 31 12.61 0. 09 L/999 0.24 L/999 0.03
5 1. 38 12.33 0. 09 L/999 0. 25 L/999 0.02
6 8. 27 13.48 2X4 0.80 0.45 0.40 L/800 1 .06 L/302 0.09
7 8. 35 14.96 4X4 0.80 0.62 0.40 L/798 1 .06 L/301 0.11
8 13.50 16.67 5X6 0.80 0.99 0.42 L/763 1.11 L/288 0.11
9 13.50 16.67
10 13.50 16.67
11 13.50 14.35 6X10 0.80 0.78 0.42 L/758 1.12 L/286 0.11
12 13.50 14.35
13 13.50 14.35
14 18.65 14.96 4X4 0.80 0.62 0.40 L/798 1. 06 L/301 0.10
15 18.73 13.48 2X4 0.80 0.45 0.40 L/800 1. 06 L/302 0.12
16 25.62 12.33 0. 09 L/999 0. 25 L/999 0. 20
17 25.69 12.61 0.09 L/999 0. 24 L/999 0.18
18 26.85 12.19 3X10(A1) 0.80 0.91
19 26.85 12.15 0.00 L/999 0. 00 L/999 0. 21
20 27.00 12.17
21 28.50 11 .67 0.01 L/999 0.01 L/999 0.03
[STD.AUTO.LOAD][OC 24.00][DF 1.25][NM 1]
Repetitive Factors Used: Yes
15 PLF@ -1.5 to 15 o 13.5 [y~19.8][ 0%]
15 PLF o 13.5 to 15 • 28.5 [y~19.8][ 0%]
Brace 20 PLF @I 0.0 to 20 @I 13.5 [y= 6.5][ 0%]
Plywd 20 PLF o 13.5 to 20 o 27.0 [y~ 6.5][ 0%]
Plywd 40 PLF o -1.5 to 40 o 13.5 [y~19.8][100%]
Plywd 40 PLF I!!' 13.5 to 40 @I 28.5 [y=19.8][100%]
Plywd Brg.# 1 Vert.R= 1095.1 # Hor.R= 0.0#
Plywd Brg.# 2 Vert.R= 1095.1 # Hor.R== -0.0#
Plywd =-=-=-=-=-[Roller Pressed]=-=-=-=-::-=-=-=-=-=-=
•120" [TPI pass #2][0C 24.00][DF 1.25][NM 1]
1!!'120" Repet 1 t 1 ve Factors Used: Yes
1!!'120" 15 PLF @I -1.5 to 15 I!!' 13.5 [y=19.8][ 0%]
0120" 15 PLF o 13.5 to 15 o 28.5 [y~19.8][ 0%]
20 PLF o 0.0 to 20 o 13.5 [y~ 6.5][ 0%]
Plywd 20 PLF o 13.5 to 20 o 27.0 [y~ 6.5][ 0%]
20 PLF @I 0.0 to 20@ 13.5 [y= 6.5][100%]
20 PLF o 13.5 to 20 o 27.0 [y~ 6.5][100%]
@120" Brg.# 1 Vert.R= 765.1 # Hor.R"' 0.0#
-----Brg.# 2 Vert.R= 765.1 # Hor.R= -0.0#
Plywd =-=-=-=-=-[Roller Pressed]=-=-=-=-=:-=-:=-:=-=-=-=
[MWFRS ASCE Pecp/LH ][OC 24. OO][DF 1. 33][NM 1]
Repetitive Factors Used· Yes
0120" 23 PLF o -1.5 to 23 o 0.0 L [y~12.3][100%]
9 PLF o -1 5 to 9 o 0.0 [y~19.8] [ 0%]
-20 PLF • 13.5 to -20 o 27.0 R [y~12.3][100%]
-2 PLF o 0.0 to -2 • 13.5 L [y~16.8][100%]
9 PLF o 0.0 to 9 o 27.0 [y~19.8][ 0%]
9 PLF o 27.0 to 9 o 28.5 [y~19 8][ 0%]
-14 PLF o 27.0 to -14 o 28.5 R [y~11.8][100%]
12 PLF o 0.3 to 12 o 13.5 [y~ 6.5][ 0%]
12 PLF • 13.5 to 12 o 26.7 [y~ 6.5][ 0%]
Brg.# 1 Vert.R= 235.3 # Hor.R= -98.1#
Brg.# 2 Vert.R= 68.1 # Hor.R= -0.0#
= -= -=-=-=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-=
[MWFRS ASCE Pecp/L+-][OC 24 OO][DF 1 33][NM 1]
dxT Repetitive Factors Used: Yes
0.00 23 PLF o -1.5 to 23 o 0.0 L [y~12.3][100%]
9PLF•-1.5to 90 O.O[y~19.8][ 0%]
-9 PLF o 13.5 to -9 o 27.0 R [y~12.3][100%]
0.00 9 PLF o 0.0 to 9 o 13.5 L [y~16.8][100%]
0.08 9 PLF@ 0.0 to 9 qp 27.0 (y=19.8][ 0%]
0.04 9 PLF o 27.0 to 9 o 28.5 [y~19.8][ 0%]
0.23 -14 PLF o 27.0 to ~14 o 28.5 R [y~11.8][100%]
0.30 12 PLF o 0.3 to 12 o 13.5 [y~ 6.5][ 0%]
0.28 12 PLF • 13.5 to 12 o 26.7 [y~ 6.5][ 0%]
----Brg # 1 Vert.R= 380.3 # Hor.R= -98.1#
----Brg.# 2 Vert.R= 213.0 # Hor.R= -0.0#
0.28 =-=-=-=-=-[Roller Pressed]=-=-=-=-=-=-=-=-=-=-=
---[MWFRS ASCE Pecp/L-+][OC 24.00][DF 1.33][NM 1]
----Repetitive Factors Used: Yes
0.27 -33 PLF o -1.5 to -33 • 0.0 L [y~12.3][100%]
0.33 9 PLF o -1.5 to 9 o 0.0 [y~19.8][ 0%]
0.52 -20 PLF o 13.5 to -20 • 27.0 R [y~12.3][100%]
0.48 -18 PLF@ 0.0 to -18 * 13.5 L [y=16.8][100%]
9 PLF o 0.0 to 9 o 27.0 [y~19.8][ 0%]
0.56 9 PLF o 27.0 to 9 • 28.5 [y~19.8][ 0%]
-14 PLF o 27.0 to -14 • 28.5 R [y~11.8][100%]
0.08 12 PLF o 0.3 to 12 o 13.5 [y~ 6.5][ 0%]
12 PLF o 13.5 to 12 o 26.7 [y~ 6.5][ 0%]
Brg.# 1 Vert.R= -5.8 # Hor.R= 0.8#
Brg.# 2 Vert.R= 12.6 # Hor.R= -0.0#
=-=-=-=-=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-=
[MWFRS ASCE Pecp/L--][DC 24. OO][DF 1. 33][NM 1]
Repetitive Factors Used: Yes
-33 PLF@ -1.5 to -33 qp 0.0 L [y=12.3][100%]
9 PLF o -1.5 to 9 o 0.0 [y~19.8][ 0%]
-9 PLF o 13.5 to -9 o 27.0 R [y~12.3][100%]
-7 PLF o 0.0 to -7 o 13.5 L [y~16.8][100%]
9 PLF o 0.0 to 9 o 27.0 [y~19.8][ 0%]
9 PLF • 27.0 to 9 o 28.5 [y~19.8][ 0%]
-14 PLF o 27.0 to -14 • 28.5 R [y~11.8][100%]
12 PLF o 0.3 to 12 o 13.5 [y~ 6.5][ 0%]
12 PLF • 13.5 to 12 o 26.7 [y~ 6.5][ 0%]
Brg.# 1 Vert.R= 139.1 # Hor.R= 0.8#
Brg.# 2 Vert.R= 157.5 # Hor.R= 0.0#
=-=-=-=-=-[Roller Pressed]=-=-=-=-=-=-=-=-=-=-=
[MWFRS ASCE Pecp/R++ ][OC 24. OO][DF 1. 33][NM 1]
Repetitive Factors Used: Yes
-14 PLF o -1.5 to -14 • 0.0 L [y~12.3][100%]
9 PLF ® -1.5 to 9@ 0 0 [y=19 8][ 0%]
-2 PLF o 13.5 to -2 o 27.0 R [y~12.3][100%]
-20 PLF qp 0.0 to -20 @l 13.5 L [y=16.8] [100%]
9 PLF@ 0.0 to 9 @ 27.0 [y=19.8] [ 0%]
9 PLF ® 27.0 to 9 ® 28.5 [y=19.8] [ 0%]
23 PLF @ 27.0 to 23 @l 28.5 R [y=11.8] [100%]
12 PLF ® 0.3 to 12 ® 13.5 [y= 6.5][ 0%]
12 PLF 1!!1 13.5 to 12@ 26.7 [y= 6.5][ 0%]
Brg.# 1 Vert.R= 68.1 # Hor.R= 98.1#
Brg.# 2 Vert.R= 235.3 # Hor.R= 0.0#
=-=-=-=-=-[Roller Pressed]=-=-=-=-=-=-=-=-=-=-=
[MWFRS ASCE Pecp/R+-][OC 24.00][DF 1.33][NM 1]
Repetitive Factors Used: Yes
-14 PLF o -1.5 to -14 o 0.0 L [y~12.3][100%]
9 PLF o -1.5 to 9 o 0.0 [y~19.8][ 0%]
9 PLF ® 13.5 to 9@ 27.0 R [y=12.3][100%]
-9 PLF o 0.0 to -9 o 13.5 L [y~16.8][100%]
9 PLF • 0.0 to 9 o 27.0 [y~19.8][ 0%]
9 PLF o 27.0 to 9 o 28.5 [y~19.8][ 0%]
23 PLF o 27.0 to 23 o 28.5 R [y~11.8] [100%]
12 PLF o 0.3 to 12 o 13.5 [y~ 6.5][ 0%]
12 PLF o 13.5 to 12 o 26.7 [y~ 6.5][ 0%]
Brg.# 1 Vert.R= 213.0 # Hor.R= 98.1#
Brg.# 2 Vert.R= 380.3 # Hor.R= -0.0#
=-=-=-=-=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-=
[MWFRS ASCE Pecp/R-+ ][DC 24. OO][DF 1. 33][NM 1]
Repetitive Factors Used: Yes
-14 PLF o -1.5 to -14 • 0.0 L [y~12.3][100%]
9 PLF o -1.5 to 9 o 0.0 [y~19.8] [ 0%]
-18 PLF o 13.5 to -18 o 27.0 R [y~12.3][100%]
-20 PLF o 0.0 to -20 o 13.5 L [y~16.8][100%]
9 PLF o 0.0 to 9 o 27.0 [y~19.8][ 0%]
9 PLF@ 27.0 to 9@ 28.5 [y=19.8] [ 0%]
-33 PLF o 27.0 to -33 • 28.5 R [y~11.8] [100%]
12 PLF o 0.3 to 12 o 13 5 [y~ 6.5][ 0%]
12 PLF qp 13.5 to 12 qp 26.7 (y= 6.5][ 0%]
Brg.# 1 Vert.R= 12.6 # Hor.R= -0.8#
Brg.# 2 Vert.R= -5.8 # Hor.R= -0.0#
=-=-=-= -=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-=
[MWFRS ASCE Pecp/R~-][OC 24.00][DF 1.33][NM 1]
Repet 1 t 1 ve Factors Used: Yes
-14 PLF o -1.5 to -14 o 0.0 L [y~12.3][100%]
9 PLF o -1.5 to 9 o 0.0 [y~19.8] [ 0%]
-7 PLF@ 13.5 to -7 'iP 27.0 R fv=12.3lf100%l
-9 PLF o 0.0 to -9 o 13.5 L [y~16.8][100%]
9 PLF o 0.0 to 9 o 27.0 [y~19.8][ 0%]
9 PLF o 27.0 to 9 o 28.5 [y~19.8][ 0%]
-33 PLF o 27.0 to -33 o 28.5 R [y~11.8][100%]
12 PLF o 0.3 to 12 o 13.5 [y~ 6.5][ 0%]
12 PLF o 13.5 to 12 o 26.7 [y~ 6.5][ 0%]
Brg.# 1 Vert.R= 157.5 # Hor.R= -0.8#
Brg.# 2 Vert.R= 139.1 # Hor.R= -0.0#
=-=-=-=-=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-=
[MWFRS ASCE Paci++][OC 24.00][DF 1.33][NM 1]
Repetitive Factors Used: Yes
-5 PLF o -1.5 to -5o 0.0 L [y~12.3][100%]
9 PLF o -1 5 to 9 o 0.0 [y~19.8][ 0%]
-10 PLF o 13.5 to -10 o 27.0 R [y~12.3][100%]
-10 PLF o 0.0 to -10 o 13.5 L [y~16.8][100%]
9 PLF@ 0.0 to 9 ® 27.0 [y=19.8] [ 0%]
9 PLF o 27.0 to 9 • 28.5 [y~19.8][ 0%]
-5 PLF o 27.0 to -5o 28.5 R [y~11.8][100%]
12 PLF o 0.3 to 12 • 13.5 [y~ 6.5][ 0%]
12 PLF@ 13.5 to 12 ® 26.7 (y= 6.5] [ 0%]
Brg.# 1 Vert.R= 152.5 # Hor.R= 0.0#
Brg.# 2 Vert.R= 152.5 # Hor.R= -0.0#
=-=-=-=-=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-=
[MWFRS ASCE Paci+-][OC 24.00][DF 1 33][NM 1]
Repetitive Factors Used: Yes
-5 PLF o -1.5 to -5o 0.0 L [y~12.3][100%]
9 PLF o -1.5 to 9 o 0.0 [y~19.8] [ 0%]
1 PLF o 13.5 to 1 • 27.0 R [y~12.3][100%]
1 PLF o 0.0 to 1 o 13.5 L [y~16.8][100%]
9 PLF o 0.0 to 9 o 27.0 [y~19.8][ 0%]
9 PLF o 27.0 to 9 o 28.5 [y~19.8][ 0%]
-5 PLF o 27.0 to -5o 28.5 R [y~11.8][100%]
12 PLF o 0.3 to 12 o 13.5 [y~ 6.5][ 0%]
12 PLF o 13.5 to 12 o 26.7 [y~ 6.5][ 0%]
Brg.# 1 Vert.R= 297.4 # Hor.R= 0.0#
Brg.# 2 Vert.R= 297.4 # Hor.R= -0.0#
= -= -= -= -=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-=
[MWFRS ASCE Paci-+][OC 24.00][DF 1.33][NM 1]
Repetitive Factors Used: Yes
-23 PLF o -1.5 to -23 o 0.0 L [y~12.3][100%]
9 PLF o -1.5 to 9 o 0.0 [y~19.8] [ 0%]
-28 PLF o 13.5 to -28 o 27.0 R [y~12.3][100%]
-28 PLF o 0.0 to -28 o 13.5 L [y~16.8][100%]
9 PLF o 0.0 to 9 o 27.0 [y~19.8][ 0%]
9 PLF o 27.0 to 9 o 28.5 [y~19.8][ 0%]
-23 PLF o 27.0 to -23 o 28.5 R [y~11.8] [100%]
12 PLF o 0.3 to 12 o 13.5 [y~ 6.5][ 0%]
12 PLF o 13.5 to 12 o 26.7 [y~ 6.5][ 0%]
Brg.# 1 Vert.R= -121.6 # Hor.R== -0.0#
Brg.# 2 Vert.R= -121.6 # Hor.R"' -0.0#
= -= -= -=-=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-=
[MWFRS ASCE Paci--][OC 24 OO][DF 1.33][NM 1]
Repetitive Factors Used: Yes
-23 PLF o -1.5 to -23 o 0.0 L [y~12.3][100%]
9 PLF • ~1.5 to 9 o 0.0 [y~19.8] [ 0%]
-18 PLF • 13.5 to -18 o 27.0 R [y~12.3][100%]
-18 PLF o 0.0 to -18 o 13.5 L [y~16.8][100%]
9 PLF o 0.0 to 9 o 27.0 [y~19.8][ 0%]
9 PLF o 27.0 to 9 o 28.5 [y~19.8][ 0%]
-23 PLF o 27.0 to -23 o 28.5 R [y~11. 8][100%]
12 PLF • 0.3 to 12 o 13.5 [y~ 6.5][ 0%]
12 PLF o 13.5 to 12 o 26.7 [y~ 6.5][ 0%]
Brg.# 1 Vert.R= 23.4 # Hor.R= -0.0#
Brg.# 2 Vert.R= 23.4 # Hor.R= -0.0#
=-=-=-= -=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-=
[C&C ASCE Wind Lt-+][OC 24.00][DF 1.33][NM 1]
Repetitive Factors Used: Yes
-65 PLF qp 13.5 to -65@ 16.5 R [y=15.8][100%]
9 PLF o -1.5 to 9 o 0.0 [y~19.8][ 0%]
-75 PLF@ -1.5 to -75@ 0.0 L [y=12.3][100%]
9 PLF o 0.0 to 9 o 1.5 [y~19.8][ 0%]
-41 PLF o 16.5 to -41 o 28.5 R [y~11.8][100%]
9 PLF o 1.5 to 9 • 13.5 [y~19.8][ 0%]
-41 PLF o 1.5 to -41 o 13.5 L [y~16.8][100%]
9 PLF • 13.5 to 9 o 16.5 [y~19.8][ 0%]
9 PLF o 16.5 to 9 o 28.5 [y~19.8][ 0%]
12 PLF o 0.0 to 12 o 13.5 [y~ 6.5][ 0%]
12 PLF o 13.5 to 12 • 27.0 [y~ 6.5][ 0%]
-65 PLF o 0 0 to -65 • 1.5 L [y~12.8][100%]
=-=-=-=-=-[Ro I I er Pressed]=-=-=-=-:-=-=-=-=-=-=
[C&C ASCE Wind Rt-+][OC 24.00][DF 1.33][NM 1]
Repetitive Factors Used: Yes
-65 PLF o 25.5 to -65 o 27.0 R [y~12.3][100%]
9 PLF@ -1.5 to 9@ 10.5 [y=19.8][ 0%]
-41 PLF o -1.5 to -41 o 10.5 L [y~15.8][100%]
9 PLF o 10.5 to 9 o 13.5 [y~19.8][ 0%]
-75 PLF o 27.0 to -75 o 28.5 R [y~11.8][100%]
9 PLF@ 13.5 to 9 ® 25.5 [y=19.8][ 0%]
-41 PLF @' 13 5 to -41 @' 25.5 R [y=12.8][100%]
9 PLF @ 25.5 to 9 ® 27.0 [y=19.8][ 0%]
9 PLF @' 27.0 to 9 i!' 28.5 [y=19.8][ 0%}
12 PLF o 0.0 to 12 • 13.5 [y~ 6.5][ 0%]
12 PLF@ 13.5 to 12 ll 27.0 [y= 6.5][ O%]
-65 PLF ® 10.5 to -65 1!!1 13.5 L [y=16.B][100%}
=-=-=-=-=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-=
[C&C ASCE Wind Lt--][OC 24.00][DF 1.33][NM 1]
Repetitive Factors Used: Yes
-54 PLF fi!l 13 5 to -54® 16.5 R [y=15.8][100%]
9 PLF@ -1.5 to 9 ® 0.0 [y=19.8][ 0%]
-75 PLF o -1 5 to -75 o 0.0 L [y~12.3][100%]
9 PLF o 0.0 to 9 o 1.5 [y~19.8][ 0%]
-31 PLF o 16.5 to -31 o 28.5 R [y~11.8][100%]
9 PLF o 1.5 to 9 o 13.5 [y~19.8][ 0%]
-31 PLF o 1.5 to -31 o 13.5 L [y~16.8][100%]
9 PLF o 13.5 to 9 o 16.5 [y~19.8][ 0%]
9 PLF o 16.5 to 9 o 28.5 [y~19.8][ 0%]
12 PLF o 0.0 to 12 o 13.5 [y~ 6.5][ 0%]
12 PLF o 13.5 to 12 o 27.0 [y~ 6.5][ 0%]
-54 PLF o 0.0 to -54 o 1.5 L [y~12.8][100%]
=-= -= -:-=-[Ro I I er Pressed]=-=-=-=-=-=-=-:=_,-=-=
[C&C ASCE w,nd Rt--][OC 24.00][DF 1.33][NM 1]
Repet 1 t i ve Factors Used: Yes
-54 PLF o 25.5 to -54 o 27.0 R [y~12.3][100%]
9 PLF • -1.5 to 9 o 10.5 [yo19.8][ 0%]
-31 PLF o -1.5 to -31 o 10.5 L [y~15.8][100%]
9 PLF@ 10.5 to 9@ 13.5 [y=19.8][ 0%]
-75 PLF o 27.0 to -75 o 28.5 R [y~11.8][100%]
9 PLF o 13 5 to 9 o 25.5 [y~19.8][ O%]
-31 PLF qp 13.5 to -31@ 25.5 R [y=12.8][100%]
9 PLF o 25.5 to 9 o 27.0 [y~19.8][ 0%]
9 PLF o 27.0 to 9 o 28.5 [y~19.8][ 0%]
12 PLF o 0.0 to 12 o 13.5 [y~ 6.5][ 0%]
12 PLF o 13.5 to 12 o 27.0 [y~ 6.5][ 0%]
-54 PLF o 10.5 to -54 o 13.5 L [y~16.8][100%]
= -= -=-=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-=
'''''-' ..,.,..., oou..o.-.o~,_.., ''~'-'''' vvoouvoo-•~ ,,.,..,, \,'-'-''''"'...,. u ._.,,.,,_,,...,, .... ,,.,...j _...,._.,,,,,,,._.., ""'' onv_...,. ""'~•
(VALLEY--S27C4S2STUB)
Top chord 2x4 DF-L #1&Bet.(g)
Bot chord 2x4 DF-L #1&Bet. (g)
Webs 2x4 DF-L #1&Bet.(g)
Connectors in green lumber (g) designed using NDS/TPI reduction factors.
Calculated horizontal deflection is 0.11" due to I ive load and 0.18" due
to dead load.
Bottom chord checked for 10.00 psf non-concurrent bottom chord I ive
load applied per CRC-10 section 1607A.
Deflection meets L/240 I ive and L/180 total load. Creep increase factor
for dead load is 2.00.
I
4-9-15
J
3X8(A1) ~
l1-6-oJ
4X6=
90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located
anywhere in roof, CAT I I, EXP C. wind TC DL=4.2 psf, wind BC DL=6.0
psf.
Wind loads and reactions based on MWFRS with additional C&C member
design.
In I ieu of structural panels
to laterally brace chords as
or rigid cei I ing use purl ins
CHORD SPACING(IN
BC 120
follows:
OC) START(FT)
0.15
Apply purl ins to any chords above or below fi I lers
at 24" OC unless shown otherwise above.
l1-6-oJ
END(FT)
23.50
_L
0-10-15
T .12-7-0
+12-0-0
IE 8-3-0 "+ 5-3-0 :+ 5-3-0 :+ 4-9-0 -rl 8-3-0 5-3-0 5-3-0 4-5-8 ..
1: 13-6-0 10-0-0 :1
23-6-0 Over 2 Supports
R=970 U=109 W=3.5" R=958 U=107 W=3.5"
RL=100/-87
Design Grit: CRC2010/TPI-2007{STD)
PLT TYP. Wave\R FT/RT=20%{0%)/10{0) CA/-/3/3/-/R/-Scale =.275"/Ft.
San Diego Co. Truss 619-286-8787
7462 Miss1on Gorge Rd., San Diego CA
**WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEET!
,..IMPORTANT** FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. 20.0 PSF REF R6004-69330
ITW Building Components Group, Inc. Sacramento. CA 95828
Trusses requ1re extreme care in f'abrlcating, handling, shipping, installing and bracing. Ref'er to and
f'ollow the latest edition o'F BCSI (Bu1ld1ng Component Safety lnf'ormat1on. by TPI and WTCA) for saf'ety
practices prior to performing these Tunct1ons. Installers shall provide temporary bracing per 8CSI.
Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord
shall have a properly attached r1gid ce1l1ng. Locations shown for permanent lateral restraint or webs
shall have bracing Installed per 8CSI sect:1ons 83, 87 or 810. as applicable.
ITW 8u1ld1ng Components Group Inc. (ITW8CG) shall not be responsible for any deviation from thts destgn,
any failure to build the truss in conf"ormance with ANSI/TPI 1, or Tor handltng. shipping, installation &
bractng of trusses. Apply plates to each face of truss and position as shown above and on the Joint
Detai Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A seal on thiS
draw 1 ng or cover page I i sting th 1 s drawing, i nd 1 cates acceptance of' profess 1 ona I eng 1 neer i ng
respon"> i b i I 1 ty so I e I y for the des 1 gn shown. The su 1 tab 1 I 1 ty and use of this des 1 gn Tor any structure 1 s
the respons1btl1ty of the Bui ld1ng Des1gner per ANSI/TPI 1 Sec.2. For more information see Th1s Job's
general notes page; ITW-BCG· 'lf'MN. ttwbcg.com; TPI: 'lf'MN.tpinst.org; WTCA: www.sbcindustry.com;
ICC: www. iccsafe.org
7.0 PSF
10.0 PSF
0.0 PSF
37.0 PSF
1.25
SPACING 24.0"
-
02/11/14
DRW CAUSR6004 14042013
CA-ENG JCJ/GWH -----
SEQN-117862
I JREF-1V3T6004Z05
*
[ALP I NE][CRC2010/TP I-2007][S27C4S2STUB][ 45175/IJ [Page 1]
[TCLL 20 O][TCDL 7.0][BCDL 10.0][BCLL O.O][DF 1.25][0C 24.0][NM 1J[SOFFIT 0.0]
[STD AUTO LOAD][OC 24.00][DF 1.25][NM 1]
=====Bearings=== [X-loc] [React] [Size] ===== Repetitive Factors Used: Yes
[ 0.00][ 970][ 100h][0.29] [23.21][ 958][0.29] 15 PLF o -1.5 to 15 o 13.5 [y=19.BJ[ 0%]
EndPts MaxTen MaxComp
0-1 26 0
4-7 1096 -3485
7-9 781 -2348
8-14 786 -2343
14-18 773 -2427
18-20 26 0
5-6 3309 -1010
6-12 3298 -1014
13-15 2338 -718
15-16 67 -16
17-19 424 -916
2-470 -1334
2-1064 -3500
1-2 26 -6
4-5 150 -94
3-5 3296 -1026
9-10 781 -2259
8-10 2254 -786
11-12 1004 -3298
11-13 2338 -707
16-17 52 -16
18-19 916 -424
EndPts Max Ten MaxComp
6-7 264 0
7-11 407 -1070
10-11 1180 -277
11-14 124 -143
14-15 178 -232
15-18 2204 -662
Node
0
7
8
9
10
11
12
13
14
15
16
17
18
19
20
X-Loc
-1 .50
0.00
0.15
0.15
1 .31
1 .38
8.27
8.35
13.50
13.50
13.50
13.50
13.50
13.50
18.65
18 87
23.50
23.50
23.50
23.50
25.00
Y-Loc
11 .67
12.17
12.19
12.15
12.61
12.33
13.48
14.96
16.67
16.67
16.67
14.35
14 35
14.35
14.96
13.45
12.71
12.71
13.34
13.34
12.84
15 PLF o 13.5 to 15 o 25.0 [y=19.8][ 0%]
AXL BND CSI GLC S Grade Length Pitch Brace 20 PLF @I 0.0 to 20 @' 13.5 [y= 6.5][ 0%]
0.00 0.09 0.10 1 4 OF-L #1&Bet 18.97 4.00 Plywd 20 PLF o 13.5 to 20 o 23.5 [y= 6.5][ 0%]
0.16 0 47 0.63 1 4 DF-L #1&Bet. 89.03 4.00 Plywd 40 PLF o -1.5 to 40 o 13.5 [y=19.8][100%]
0.03 0.17 0. 21 1 4 DF-L #1&Bet. 65.15 4.00 Plywd 40 PLF o 13.5 to 40 o 25.0 [y=19.8][100%]
0.05 0.16 0. 21 4 OF-L #1&Bet. 65.15 -4.00 Plywd Brg.# 1 Vert.R= 969.8 # Hor.R= -0.0#
0.05 0.14 0.19 4 OF-L #1&Bet. 61.34 -4.00 Plywd Brg.# 2 Vert.R= 957.8 # Hor.R= -0.0#
0.00 0.09 0.10 4 OF-L #1&Bet. 18.97 -4.00 Plywd =-=-=-=-=-[Roller Pressed]=-=-=-=-=-=-=-=-=-=-=
0 38 0.21 0.59 4 OF -L #1&Bet. 83.85 2.00 o120" [TPI pass #2][0C 24.00][DF 1.25][NM 1]
0. 28 0.17 0.45 4 OF -L #l&Bet. 63.58 2.00 @120" Repetitive Factors Used· Yes
0.27 0.09 0. 36 4 OF-L #1&Bet. 65.35 -2.00 0120" 15 PLF o -1.5 to 15 • 13.5 [y=19.8][ 0%]
0.01 0.10 0.11 4 OF-L #1&Bet. 56.26 -1.94 0120" 15 PLF o 13.5 to 15 o 25.0 [y=19.8][ 0%]
0.05 0.01 0.06 16 4 DF-L #1&Bet. 8.42 -Bending Web-20 PLF @I 0.0 to 20@ 13.5 [y= 6.5][ 0%]
-o:::-=: Plate Member =-=-PLATE MEMBER 0.50 -Vect-20 PLF o 13.5 to 20 o 23.5 [y= 6.5][ 0%]
0.07 0.17 0.24 1 4 DF-L #1&8et. ( 14.86 4.31 Plywd 20 PLF o 0.0 to 20 o 13.5 [y= 6.5][100%]
-='-=Fictious Member=-=-DF-L #1&Bet. ( 1.76 1.54 20 PLF o 13.5 to 20 o 23.5 [y= 6.5][100%]
-=:-::: Plate Member =-=-PLATE MEMBER 3.49 -48.31 -Brg.# 1 Vert.R= 673.0 # Hor.R= 0.0#
0.38 0.13 0. 51 1 4 DF-L #1&Bet. 14.98 1.73 @120" Brg.# 2 Vert.R= 664.6 # Hor.R= -0.0#
-=-=Fictious Member=-=-DF-L #1&Bet. 0.00 -Vert-=-=-=-=-=-[Roller Pressed]=-=-=-=-=-=-=-=-=-=-=
-=-=Fictious Member=-=-DF-L #1&Bet. 0.00 -Vert-[MWFRS ASCE Perp/L+-+-][OC 24.00)[DF 1.33][NM 11
-=-=Fictious Member=-=-DF-L #1&Bet. 0.00 -Vert-Repetitive Factors Used: Yes
-=-=Fictious Member=-=-DF-L #1&Bet. 0.00 -Vert-23 PLF @I -1.5 to 23@ 0.0 L [y=12.3J[100%]
-=-=Fictious Member=-=-DF-L #1&Bet. 0.00 -Vert-9 PLF @I -1.5 to 9@ 0.0 [y=19.8][ 0%]
-=-=Fictious Member=-=-DF-L #1&Bet. 0.00 -Vert--20 PLF Ill' 13.5 to -20@ 23.5 R [y=13.5][100%]
-2 PLF o 0.0 to -2 o 13.5 L [y=16.8][100%]
AXL GLC S Grade Length
0.03 2 4 DF-L #1&Bet 14.08
0.40 1 4 OF-L #1&Bet 59.65
0.15 1 4 DF-L #1&Bet 24.58
0.05 8 4 DF-L #1&Bet 59.65
0.02 15 4 DF-L #1&Bet 14.08
0.28 1 4 DF-L #1&Bet 51.89
Brace 9 PLF @I 0.0 to 9@ 23.5 [y=19.8][ 0%]
Plate Cq JSI Method defiY(L) defiY(T)
0.01 L/999 0.01 L/999
3X8(A1) 0 80 0.95
0. 00 L/999 0.00 L/999
0. 07 L/999 0.19L/999
0. 08 L/999 0.20 L/999
2X4 0.80 0.45 0. 25 L/999 0.66 L/422
4X4 0.80 0.65 0. 25 L/999 0.66 L/422
4X6 0.80 0.99 0. 22 L/999 0.57 L/493
5X10 0.80 0.96 N 0. 22 L/999 0.57 L/489
4X4 0.80 0.47 0.15 L/999 0.39 L/715
3X10 0.80 0.67 0.14 L/999 0. 38 L/738
2X4 0.80 0.78 0.00 L/999 0.00 L/999
4X8 0.80 0.79 N 0.00 L/999 0.00 L/999
0.01 L/999 0.01 L/999
dxL
0.00
0.00
0.02
0.01
0.06
0.07
0.04
0.07
0.06
0.09
0.11
0.10
0.02
9 PLF o 23.5 to 9 o 25.0 [y=19.8][ 0%]
-14 PLF Ill' 23.5 to -14@ 25.0 R [y=13.0][100%]
12 PLF o 0.3 to 12 • 13.5 [y= 6.5][ 0%]
12 PLF o 13.5 to 12 o 23.2 [y= 6.5][ 0%]
Brg.# 1 Vert.R= 224 5 # Hor.R= -74.7#
Brg.# 2 Vert.R= 75 5 # Hor.R= -0.0#
=-=-=-=-=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-=
dxT [MWFRS ASCE Pecp/L+-][OC 24.00][DF 1.33][NM 1]
0.00 Repetitive Factors Used: Yes
23 PLF o -1.5 to 23 o 0.0 L [y=12.3][100%]
9 PLF o -1 5 to 9 o 0.0 [y=19.8][ 0%]
0.00 -9 PLF o 13.5 to -9 o 23.5 R [y=13.5][100%]
0.07 9 PLF o 0.0 to 9 • 13.5 L [y=16.8][100%]
0.04 9 PLF o 0.0 to 9 • 23.5 [y=19.8][ 0%]
0.16 9 PLF o 23.5 to 9 o 25.0 [y=19.8][ 0%]
0.17 -14 PLF o 23.5 to -14 o 25.0 R [y=13.0][100%]
0.12 12PLFo 0.3to 12013.5[y=65][ 0%]
12 PLF o 13.5 to 12 o 23.2 [y= 6.5][ 0%]
----Brg.# 1 Vert.R= 351.0 # Hor.R= -87.3#
0.17 Brg.# 2 Vert.R= 201.2 # Hor.R= -0.0#
----=-=-=-=-=-[Roller Pressed]=-=-=-=-=-=-=-=-=-=-=
----[MWFRS ASCE Pecp/L-+][OC 24.00][DF 1.33][NM 1]
0.15 Repetitive Factors Used: Yes
0.23 -33 PLF o -1.5 to -33 o 0.0 L [y=12.3][100%]
0.29 9 PLF o -1.5 to 9 o 0.0 [y=19.8][ 0%]
-20 PLF • 13.5 to -20 o 23.5 R [y=13.5][100%]
0.26 -18 PLF o 0.0 to -18 o 13.5 L [y=16.8][100%]
9 PLF o 0.0 to 9 o 23.5 [y=19.8][ 0%]
0.04 9 PLF o 23.5 to 9 • 25.0 [y=19.8][ 0%]
-14 PLF o 23.5 to -14 o 25.0 R [y=13.0][100%]
12 PLF o 0 3 to 12 o 13.5 [y= 6.5][ 0%]
12 PLF o 13.5 to 12 o 23.2 [y= 6.5][ 0%]
Brg. # 1 Vert. R= -8 7 # Hor. R= 24. 2#
Brg.# 2 Vert.R= 12 1 # Hor.R= -0.0#
=-=-=-=-=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-=
[MWFRS ASCE Pecp/L--][OC 24 OO][DF 1.33][NM 1]
Repetitive Factors Used Yes
-33 PLF o -1.5 to -33 o 0.0 L [y=12.3][100%]
9PLF•-1.5to 90 O.O[y=198][ 0%]
-9 PLF o 13.5 to -9 • 23.5 R [y=13.5][100%]
-7 PLF@ 0.0 to -7@ 13.5 L [y=16.8][100%]
9 PLF o 0 0 to 9 o 23.5 [y=19.8][ 0%]
9 PLF Ill' 23.5 to 9@ 25.0 [y=19.8][ 0%]
-14 PLF@ 23.5 to -14@ 25.0 R [y=13.0][100%]
12 PLF@ 0.3 to 12@ 13.5 [y= 6.5][ 0%]
12 PLF o 13.5 to 12 o 23.2 [y= 6.5][ 0%]
Brg.# 1 Vert.R= 117.8 # Hor.R= 11.6#
Brg.# 2 Vert.R= 137.7 # Hor.R= 0.0#
=-= -=-=-=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-=
[MWFRS ASCE Pecp/R++ ][OC 24 .OO][DF 1. 33][NM 1]
Repetitive Factors Used: Yes
-14 PLF o -1 5 to -14 o 0.0 L [y=12.3][100%]
9PLF@-1.5to 9@ O.O[y=19.8][ 0%]
-2 PLF@ 13.5 to -2@ 23.5 R [y=13.5][100%]
-20 PLF o 0.0 to -20 o 13.5 L [y=16.8][100%]
9 PLF o 0.0 to 9 o 23.5 [y=19.8][ 0%]
9 PLF • 23.5 to 9 • 25.0 [y=19.8][ 0%]
23 PLF o 23.5 to 23 o 25.0 R [y=13 0][100%]
12 PLF o 0.3 to 12 o 13.5 [y= 6.5][ 0%]
12 PLF o 13.5 to 12 • 23.2 [y= 6 5][ 0%]
Brg # 1 Vert.R= 46.6 # Hor.R= 100.4#
Brg.# 2 Vert.R= 190.0 # Hor.R=: 0.0#
=-=-=-= -=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-=
[MWFRS ASCE Pecp/R+-][OC 24.00][DF 1.33][NM 1]
Repetitive Factors Used· Yes
-14 PLF @I -1.5 to -14 Ill' 0.0 L [y=12.3][100%]
9 PLF @I -1.5 to 9 @ 0.0 [y=19.8] [ 0%]
9 PLF@ 13.5 to 9 @I 23.5 R [y=13.5][100%]
-9 PLF o 0.0 to -9 o 13.5 L [y=16.8][100%]
9 PLF o 0.0 to 9 o 23.5 [y=19.8][ 0%]
9 PLF o 23.5 to 9 o 25.0 [y=19.8][ 0%]
23 PLF o 23.5 to 23 o 25.0 R [y=13.0][100%]
12 PLF o 0.3 to 12 o 13.5 [y= 6.5][ 0%]
12 PLF o 13.5 to 12 o 23.2 [y= 6.5][ 0%]
Brg.# 1 Vert.R= 173.2 # Hor.R= 87.8#
Brg.# 2 Vert.R= 315.6 # Hor.R= 0.0#
=-=-=-=-=-[Roller Pressed]=-=-=-=-=-=-=-=-=-=-=
[MWFRS ASCE Pecp/R-+ ][OC 24. OO][DF 1. 33][NM 1]
Repetitive Factors Used: Yes
-14 PLF o -1.5 to -14 o 0.0 L [y=12.3][100%]
9 PLF o -1.5 to 9 o 0.0 [y=19.8] [ 0%]
-18 PLF o 13.5 to -18 o 23.5 R [y=13.5][100%]
-20 PLF o 0.0 to -20 o 13.5 L [y=16.8][100%]
9 PLF @ 0.0 to 9@ 23.5 [y=19.8] [ 0%]
9 PLF o 23.5 to 9 o 25.0 [y=19.8][ 0%]
-33 PLF o 23 5 to -33 o 25.0 R [y=13.0][100%]
12 PLF@ 0.3 to 12@ 13.5 [y= 6.5][ 0%]
12 PLF o 13.5 to 12 o 23.2 [y= 6.5][ 0%]
Brg.# 1 Vert R= 8.1 # Hor.R= 20.7#
Brg.# 2 Vert R= -10.6 # Hor.R= -0.0#
=-=-=-::o-=-[Ro I I er Pressed]"'-=-=-=-"'-:=-=-=-=_,-=
[MWFRS ASCE Pecp/R--][OC 24.00][DF 1.33][NM 1]
Repetitive Factors Used: Yes
-14 PLF o -1.5 to -14 o 0.0 L [y=12.3][100%]
9 PLF o -1.5 to 9 o 0.0 [y=19.8] I 0%]
-9 PLF o 0.0 to -9 o 13.5 L [y=16.8][100%]
9 PLF • 0.0 to 9 o 23.5 [y=19.8][ 0%]
9 PLF o 23.5 to 9 • 25.0 [y=19 8][ 0%]
-33 PLF o 23 5 to -33 o 25.0 R [y=13.0][100%]
12 PLF o 0.3 to 12 o 13.5 [y= 6.5][ 0%]
12 PLF o 13.5 to 12 o 23.2 [y= 6.5][ 0%]
Brg.# 1 Vert.R=: 134.6 # Hor.R= 8.1#
Brg.# 2 Vert.R= 115.1 # Hor.R= 0.0#
=-=-:-= -=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-:
[MWFRS ASCE Paci++][OC 24.00][DF 1.33][NM 1]
Repet 1 t i ve Factors Used: Yes
-5 PLF o -1.5 to -5o 0.0 L [y=12.3][100%]
9 PLF o -1.5 to 9 o 0.0 [y=19.8][ 0%]
-10 PLF o 13 5 to -10 o 23.5 R [y=13.5][100%]
-10 PLF @I 0.0 to -10@ 13.5 L [y=16.8][100%]
9 PLF o 0.0 to 9 • 23.5 [y=19.8][ 0%]
9 PLF@ 23.5 to 9 o 25.0 [y=19.8][ 0%]
-5 PLF@ 23.5 to -5o 25.0 R [y=13.0][100%]
12 PLF o 0.3 to 12 o 13.5 [y= 6.5][ 0%]
12 PLF@ 13.5 to 12 o 23.2 [y= 6.5][ 0%]
Brg.# 1 Vert.R= 134.2 # Hor.R= 11.7#
Brg.# 2 Vert.R= 132.3 # Hor.R= -0.0#
=-=-=_,_,_ [Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-"'
[MWFRS ASCE Paci+-][OC 24.00][DF 1.33][NM 1]
Repetitive Factors Used: Yes
-5 PLF o -1.5 to -5o 0.0 L [y=12.3][100%]
9 PLF o -1.5 to 9 o 0.0 [y=19.8][ 0%]
1 PLF o 13.5 to 1 o 23.5 R [y=13.5][100%]
1 PLF o 0.0 to 1 o 13.5 L [y=16.8][100%]
9 PLF o 0.0 to 9 o 23.5 [y=19.8][ 0%]
9 PLF o 23.5 to 9 • 25.0 [y=19.8][ 0%]
-5 PLF o 23.5 to -5o 25.0 R [y=13.0][100%]
12 PLF o 0.3 to 12 o 13.5 [y= 6.5][ 0%]
12 PLF o 13.5 to 12 o 23.2 [y= 6.5][ 0%]
Brg.# 1 Vert.R= 260.7 # Hor.R= -0.9#
Brg.# 2 Vert.R= 258.0 # Hor.R= -0.0#
=-:-=-=-=-[Ro I I er Pressed]=-=-=-=-:-=-=-=-=-=-=
[MWFRS ASCE Paci-+][OC 24.00][DF 1.33][NM 1]
Repetitive Factors Used: Yes
-23 PLF o -1.5 to -23 o 0.0 L [y=12.3][100%]
9 PLF o -1.5 to 9 o 0.0 [y=19.8][ 0%]
-28 PLF o 13.5 to -28 o 23.5 R [y=13.5][100%]
-28 PLF o 0.0 to -28 o 13.5 L [y=16.8][100%]
9 PLF o 0.0 to 9 o 23.5 [y=19.8][ 0%]
9 PLF o 23.5 to 9 • 25.0 [y=19.8][ 0%]
-23 PLF o 23.5 to -23 • 25.0 R [y=13.0][100%]
12 PLF o 0.3 to 12 • 13.5 [y= 6.5][ 0%]
12 PLF II!> 13.5 to 12 @I 23.2 [y= 6.5][ 0%]
Brg.# 1 Vert R= -109.2 # Hor.R= 33.3#
Brg.# 2 Vert.R= -107.5 # Hor.R= 0.0#
=-=-=-=-=-[Ro I I er Pressed]=-=-=_,-:-=-"'-"'-=-=-=
[MWFRS ASCE Pac I--][OC 24. OO][DF 1. 33][NM 1]
Repetitive Factors Used: Yes
-23 PLF II!> -1.5 to -23@ 0.0 L [y=12.3][100%]
9 PLF o -1 5 to 9 o 0.0 [y=19.8][ 0%]
-18 PLF o 13.5 to -18 o 23.5 R [y=13.5][100%]
-18 PLF o 0.0 to -18 o 13.5 L [y=16.8][100%]
9 PLF o 0.0 to 9 • 23.5 [y=19.8][ 0%]
9 PLF o 23.5 to 9 o 25.0 [y=19.8][ 0%]
-23 PLF o 23.5 to -23 o 25.0 R [y=13.0][100%]
12 PLF o 0.3 to 12 o 13.5 [y= 6.5][ 0%]
12 PLF o 13.5 to 12 o 23.2 [y= 6.5][ 0%]
Brg.# 1 Vert.R= 17.3 # Hor.R= 20.8#
Brg.# 2 Vert.R:: 18.2 # Hor.R= -0.0#
,_,_=-=-=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-:-=
[C&C ASCE W;nd Lt-+][OC 24.00][DF 1.33][NM 1]
Repetitive Factors Used: Yes
-65 PLF o 13.5 to -65 o 16.5 R [y=15.8][100%]
9 PLF o -1.5 to 9 o 0.0 [y=19.8] [ 0%]
-75 PLF o -1.5 to -75 o 0.0 L [y=12.3][100%]
9 PLF • 0.0 to 9 o 1.5 [y=19 8][ 0%]
-41 PLF @I 16.5 to -41 @ 25.0 R [y=13.0][100%]
9 PLF Ill' 1.5 to 9@ 13.5 [y=19.8][ 0%]
-41 PLF@ 1.5 to -41@ 13.5 L [y=16.8][100%]
9 PLF@ 13.5 to 9 @I 16.5 [y=19.8][ 0%]
9 PLF o 16.5 to 9 o 25 0 [y=19.8][ 0%]
12 PLF o 0.0 to 12 o 13.5 [y= 6.5][ 0%]
12 PLF o 13.5 to 12 o 23.2 [y= 6.5][ 0%]
-65 PLF o 0.0 to -65 o 1.5 L [y=12.8][100%]
=-=-=-=-=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-=
[C&C ASCE W;nd Rt-+][OC 24.00][DF 1.33][NM 1]
Repetitive Factors Used: Yes
-65 PLF o 22.0 to -65 o 23.5 R [y=13.5][100%]
9PLF@-1.5to 9@10.5[y=19.8][ 0%]
-41 PLF@ -1.5 to -41@ 10.5 L [y=15.8][100%]
9 PLF o 10 5 to 9 o 13.5 [y=19.8][ 0%]
-75 PLF o 23 5 to -75 o 25.0 R [y=13.0][100%]
9 PLF o 13.5 to 9 • 22.0 [y=19.8][ 0%]
-41 PLF • 13.5 to -41 o 22.0 R [y=14.0][100%]
9 PLF o 22.0 to 9 o 23.5 [y=19.8][ 0%]
9 PLF o 23.5 to 9 o 25.0 [y=19.8][ 0%]
12 PLF o 0.0 to 12 o 13.5 [y= 6.5][ 0%]
12 PLF @ 13.5 to 12@ 23.2 [y= 6.5] [ 0%]
-65 PLF @ 10.5 to -65 @ 13.5 L [y=16.8] [100%]
=-=-=-= -=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-=
[C&C ASCE W;nd Lt--][OC 24.00][0F 1.33][NM 1]
Repet1t1ve Factors Used: Yes
-54 PLF • 13.5 to -54 o 16.5 R [y=15.8][100%]
9 PLF @I -1.5 to 9@ 0.0 [y:19.8] [ 0%]
-75 PLF o -1.5 to -75 o 0.0 L [y=12.3][100%]
9 PLF o 0.0 to 9 o 1.5 [y=19.8][ 0%]
-31 PLF o 16.5 to -31 • 25.0 R [y=13.0][100%]
9 PLF o 1.5 to 9 o 13.5 [y=19.8][ 0%]
-31 PLF o 1.5 to -31 o 13.5 L [y=16.8][100%]
9 PLF o 13 5 to 9 o 16.5 [y=19.8][ 0%]
9 PLF o 16.5 to 9 o 25.0 [y=19.8][ 0%]
12 PLF o 0.0 to 12 o 13.5 [y= 6.5][ 0%]
12 PLF o 13.5 to 12 o 23.2 [y= 6.5][ 0%]
-54 PLF o 0.0 to -54 o 1.5 L [y=12.8][100%]
= -= -= -= -=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-=
[C&C ASCE W;nd Rt--][OC 24.00][DF 1.33][NM 1]
Repet1t1ve Factors Used: Yes
-54 PLF o 22 0 to -54 o 23.5 R [y=13.5][100%]
9 PLF o -1 5 to 9 o 10.5 [y=19.8][ 0%]
-31 PLF 4!' -1.5 to -31 4!' 10.5 l [y=15.8][100%]
9 PLF o 10.5 to 9 • 13.5 [y=19.8][ 0%]
-75 PLF o 23.5 to -75 o 25.0 R [y=13.0][100%]
9 PLF@ 13.5 to 9@ 22.0 [y=19.8][ 0%]
-31 PLF o 13.5 to -31 o 22.0 R [y=14.0][100%]
9 PLF o 22.0 to 9 o 23.5 [y=19.8][ 0%]
9 PLF o 23.5 to 9 o 25.0 [y=19.8][ 0%]
12 PLF o 0.0 to 12 o 13.5 [y= 6.5][ 0%]
12 PLF o 13.5 to 12 • 23.2 [y= 6.5][ 0%]
-54 PLF o 10.5 to -54 o 13.5 L [y=16 8][100%]
=-=-= -= -=-[Ro I I er Pressed]=-=-=-=-=-=-:-=-=-=-=
(VALLEY--S27C4S2STUBGEF)
Top chord 2x4 DF-L #1&Bet.(g)
Bot chord 2x4 DF-L #1&Bet.(g)
Webs 2x4 DF-L #1&Bet.(g)
Connectors in green lumber (g) designed using NDS/TPI reduction factors.
Bottom chord checked for 10.00 psf non-concurrent bottom chord I ive load
applied per CRC-10 section 1607A.
Deflection meets L/240 I ive and L/180 total load. Creep increase factor
for dead load is 2.00.
Truss spaced at 24" OC designed to support 2-0-0 top chord
outlookers. Cladding load shal I not exceed 10 PSF. Top chord may be
notched 1.5" deep X 3.5" AT 32" ole along top edge. DO NOT OVERCUT.
Do not notch overhangs. Do not notch any plates.
I 4-9-15
+12-0-0
3X6(A1)""'
'1-6-ol
3X6=
90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located
anywhere in roof, CAT I I. EXP C. wind TC DL=4.2 psf, wind BC DL=6.0
psf.
Wind loads and reactions based on MWFRS with additional C&C member
design.
See DWGS A10015050109, GBLLETIN0212, & GABRST050109 for more
requirements.
Shim alI supports to solid bearing.
In I ieu of rigid sheathing use purl ins to brace BC @ 75" oc.
'1-6-ol
0-10-15 -r +12-7-0
I 23-6-o rl
E 23-2-8 ~
13-6-0
~-----------------------23-6-0 Over Continuous Support
R=150 PLF U=10 PLF W=23-6-0
RL=4/-4 PLF
Note: AI I Plates Are 2X3 Except As Shown.
Design Grit: CRC2010/TPI-2007(STD)
10-0-0
PLT TYP. Wave\R FT/RT=20%(0%)/10(0) CA/-/3/3/-/R/-Scale =.25"/Ft.
San Diego Co. Truss 619-286-8787 7462 MissiOn Gorge Rd, San D1ego CA
ALPINE
lTW Building Components Group, Inc.
Sacramento, CA 95828
* *WARN I NG * * READ AND FOLLOW ALL NOTES ON THIS SHEET!
**IMPORTANT** FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS.
Trusses require extreme care in Fabricating, hand I ing, shipp•ng, Installing and bracing. Refer to and
Follow the latest edition of' BCSI (Bui I ding Component SaFety Information, by TPI and WTCA) f'or saFety
pract1ces pr1or to perForming these functions. Installers shall proVIde temporary brac1ng per BCSI
Unless noted ot:herw1se. top chord shall have properly at't:ached structural sheathing and bottom chord
shall have a properly attached r1gid ce1l1ng. Loca1:1ons shown For permanent la't:eral restraint of webs
shall have bracing installed per BCSI sect1ons B3, 67 or 810, as applicable.
ITW Building Components Group Inc. (ITWBCG) shall no't: be responsible for any dev1at1on from th1s design,
any failure to bu1ld the truss in conFormance wi't:h ANSI/TPI 1, or For handling, shipping, installation &
brae 1 ng of' trusses. App I y pI a't:es 't:o each f'ace of 't:russ and pas i 1: ion as shown above and on the Jo 1 nt
Oetai Is, unless noted otherwise. ReFer to draw1ngs 160A-Z For standard plate positions. A ,..eal on 't:his
drawing or cover page listing th1s draw1ng, 1ndica1:es acceptance of professional eng1neer1ng
respons i b 1 I i ty so I e I y for 't:he des 1 gn shown. The su 1 tab 1 I i ty and use of' th 1 s des 1 gn for any s't:ruc't:ure 1 s
the respons1bi l11:y of 't:he Building Oes1gner per ANSI/IPI 1 Sec.2. For more Information see· This job's
genera I notes page; I TW-BCG WYNI. 1 twbcg. com; TP I www. tp i nst. org; WTCA: www. sbc i ndus't:ry. com;
ICC: www. 1ccsafe.org
TC LL 20.0 PSF
TC DL 7.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
--·----
TOT.LD. 37.0 PSF
DUR.FAC. 1.25
-
SPACING 24.0"
REF R6004-69331
-------
DATE 02/11/14
DRW CAUSR6004 14042012
CA-ENG JCJ/GWH
SEQN-118244
---
JREF-1V3T6004Z05
[ALP I NE][CRC2010/TP I -2007][S27C4S2STUBGEF][ 45175/ll [Page 1]
[T~LL 20.0][TCDL 7 .O][BCDL 10.0][BCLL O.O][DF 1.25][0C 24.0][NM 1][SOFFIT 0.0]
[STD.AUTO.LOAD][OC 24.00][DF 1.25][NM 1]
====:=Bearings=== [X-Loc] [React] [Size] =""=== Repetitive Factors Used: Yes
[ 0.00][ 436][ 101h][0.29] [ 0.29][ 1536][13.21] [13.50][ 1206][9.71] 15 PLF@ -1.5 to 15 o 13.5 [y"19.8][ 0%]
[23. 21 ][ 339][0. 29]
EndPts MaxTen MaxComp
0-1 52 0
4-6 60 -70
6-8 56 -60
8-10 63 -55
10-12 80 -51
12-14 97 -47
14-16 114 -43
16-18 129 -38
18-20 146 -36
20-23 147 -30
24-29 151 -28
29-31 150 -29
31-33 130 -25
33-35 113 -22
35-37 96 -19
37-39 79 -16
39-41 62 -19
41-43 55 -54
43-46 52 0
5-7 37 -16
7-9 17 -16
9-11 21 -14
11-13 23 -20
13-15 26 -28
15-17 28 -36
17-19 30 -41
19-21 31 -46
21-25 30 -52
27-28 30 -52
28-30 31 -45
30-32 29 -40
32-34 27 -33
34-36 25 -25
36-38 22 -16
38-40 19 -7
40-44 17 -7
2-3 194 -383
2-4 51 -111
1-2 26 -6
4-5 38 -64
3-5 39 -21
22-23 28 -147
22-24 151 -26
25-26 30 -51
26-27 30 -51
44-45 15 -7
42-43 197 -331
EndPts Max Ten MaxComp
42-45
6-7
8-9
10-11
12-13
14-15
16-17
18-19
20-21
28-29
30-31
32-33
34-35
36-37
38-39
40-41
Node
0
1
197
88
38
50
49
49
61
79
13
25
93
56
49
49
52
24
X-Loc
-1.50
0.00
0.15
0.15
1 .31
1 .38
3.95
4.02
-331
-315
-101
-168
-165
-172
-156
-118
-204
-217
-158
-172
-168
-164
-172
-SB
Y-Loc
11 .67
12.17
12 19
12.15
12.61
12.33
13.49
12.77
5.29 13.94
5.36 12.99
6.62 14.38
6.69 13.21
7.95 14.83
8.02 13.44
9.29 15.27
9.36 13 66
10.62 15 71
10 69 13.88
AXL BND CS I GLC S Grade
0.01 0.19 0.20 3 4 DF-L #1&Bet. (
0.00 0.13 0.13 3 4 DF-L #l&Bet.(
0.00 0.11 0.11 3 4 DF-L #1&Bet.(
0.00 0.03 0.03 3 4 DF-L #1&Bet. (
0.00 0.03 0.03 3 4 DF-L #1&Bet. (
0.01 0.03 0.03 3 4 DF-L #1&Bet. (
0.01 0.02 0.03 3 4 DF-L #1&Bet. (
0.01 0.02 0.03 3 4 DF-L #1&Bet. (
0.01 0.04 0.05 3 4 DF-L #1&Bet (
0.00 0.04 0.04 3 4 DF-L #1&Bet. (
0.00 0.04 0.04 3 4 DF-L #1&8et. (
0.01 0.04 0 OS 3 4 DF-L #1&Bet. (
0.01 0.02 0.03 3 4 DF-L #1&Bet. (
0.01 0.03 0.03 3 4 DF-L #1&Bet. (
0.00 0.03 0.03 3 4 DF-L #1&Bet. (
0.00 0.03 0.03 3 4 DF-L #1&Bet. (
0.00 0.03 0.03 3 4 DF-L #1&Bet. (
0.00 0.16 0.16 3 4 DF-L #1&Bet. (
0.01 0.19 0.20 3 4 DF-L #1&Bet. (
0.00 0.06 0.07 3 4 DF-L #1&Bet. (
0.00 0 OS 0.05 2 4 OF-L #1&Bet. (
0.00 0.01 0.01 2 4 DF-L #1&Bet. (
0.00 0.01 0.01 2 4 DF-L #1&Bet. (
0.00 0.01 0.01 2 4 DF-L #1&Bet. (
0.00 0.01 0.01 2 4 DF-L #1&Bet. (
0.00 0.01 0.01 2 4 DF-L #1&Bet. (
0.00 0.00 0.00 2 4 DF-L #1&Bet. (
0.00 0.00 0.00 2 4 DF-L #1&Bet. (
0.00 0.00 0.00 2 4 DF-L #1&Bet. (
0.00 0.01 0.01 2 4 DF-L #1&Bet. (
0.00 0.01 0.01 2 4 DF-L #1&Bet. (
0.00 0.01 0.01 2 4 DF-L #1&Bet. (
0.00 0.01 0.01 2 4 DF-L #1&Bet. (
0.00 0.01 0.01 2 4 DF-L #1&Bet. (
0.00 0.01 0.01 2 4 DF-L #1&Bet. (
0.00 0.01 0.01 2 4 DF-L #1&Bet. (
-=-= Plate Member =-=-PLATE MEMBER
0.00 0.18 0.18 3 4 DF-L #1&Bet. (
-=-=Fictious Member=-=-DF-L #1&Bet. (
-=-= Plate Member =-=-PLATE MEMBER
0.00 0.06 0.07 3 4 DF-L #1&Bet.
-=-=F ct i ous Member=:-=-
-=-=F ct i ous Member=-=-
-=-=F ctious Member=-=-
_,_,F ct 1 ous Member=-=-
-=-=F ctious Member=-=-
DF-L #1&Bet.
DF-L #1&Bet.
DF-L #1&Bet.
DF-L #1&Bet
DF-L #1&Bet.
-=-=F ctious Member=-=-DF-L #1&Bet.
AXL GLC S Grade Length
0.03 17 4 DF-L #l&Bet 8.42
0.03 3 4 DF-L #1&Bet 8.71
0.01 3 4 DF-L #l&Bet
0.02 3 4 DF-L #1&Bet
0.02 3 4 DF-L #l&Bet
0.02 3 4 DF-L #l&Bet
0.02 3 4 DF-L #1&Bet
0.01 3 4 DF-l #1&Bet
0.02 3 4 DF-L #1&Bet
0.02 3 4 DF-L #1&Bet
0.02 3 4 DF-L #1&Bet
0.02 3 4 DF-L #1&Bet
0.02 3 4 DF-L #l&Bet
0.02 3 4 DF-L #1&Bet
0.02 3 4 DF-L #1&Bet
0.01 3 4 DF-L #1&Bet
11 .37
14.03
16.69
19.36
22.02
24.19
26.23
26.23
23.69
21 .02
18.36
15.69
13.03
10.37
Brace
Length Pitch
18.97 4.00
33.43 4.00
16.87 4.00
16.87 4 00
16.87 4.00
16.87 4.00
16.87 4.00
13.70 4.00
12.91 4.00
9.81 4.00
9.81 -4.00
16.07 -4.00
16.87 -4.00
16.87 -4.00
16.87 -4.00
16.87 -4.00
16.87 -4.00
16.28 -4.00
18.97 -4.00
32.15 2.00
16.22 2.00
16.22 2.00
16.22 2.00
16.22 2.00
16.22 2.00
13.18 2.00
12.42 2.00
8.58 2.00
8. 58 -2.00
15.46 -2.00
16.22 -2.00
16.22 -2.00
16.22 -2.00
16.22 -2.00
16.22 -2.00
16.47 -1.79
0. 50 -Vert-
14.86 4.31
1. 76 1 .54
3.49 -48.31
14.98 1.73
0. DO -Vert-
0. 00 -Vert-a. DO -Vert-a. DO -Vert-
0.00 -Vert-
0.00 -Vert-
15 PLF@ 13.5 to 15 o 25.0 [y"19.8][ 0%]
20 PLF o 0.0 to 20 o 13.5 [y" 6.5][ 0%]
Brace 20 PLF ~ 13.5 to 20 @I 23.5 [y= 6.5][ 0%]
Plywd 40 PLF o -1.5 to 40 o 13.5 [y"19.8][100%]
Plywd 40 PLF @I 13.5 to 40 4!' 25.0 (y=19.8][100%]
Plywd Brg.# 1 Ver.R= 239.9 # Hor.R= 0.0 #
Plywd Brg.# 2 Ver.R= 72.8 plf Hor.R= -0.0 plf
Plywd Brg.# 3 Ver.R= 73.1 plf Hor.R= -0.0 plf
Plywd Brg.# 4 Ver.R= 175.2 # Hor.R= -0.0 #
Plywd =-=-=-=-=-[Roller Pressed}=-=-=-= =-=-=-=-=-:-=
Plywd [TPI pass #2] [OC 24.00] [DF 1.25] [NM 1]
Plywd Repetitive Factors Used: Yes
Plywd 15 PLF @I -1.5 to 15 @I 13.5 [y=19.8][ 0%]
Plywd 15 PLF o 13.5 to 15 o 25.0 [y"19.8][ 0%]
Plywd 20 PLF o 0.0 to 20 o 13.5 [Y" 6.5][ 0%]
Plywd 20 PLF • 13.5 to 20 o 23.5 [y" 6.5][ 0%]
Plywd 20 PLF li!' 0 0 to 20 t11 13.5 [y= 6.5][100%]
Plywd 20 PLF o 13 5 to 20 o 23.5 [y" 6.5][100%]
Plywd Brg.# 1 Ver.R= 125.6 # Hor.R= 0.0 #
Plywd Brg.# 2 Ver.R= 55.2 plf Hor.R= -0.0 plf
Plywd Brg.# 3 Ver.R= 55.2 plf Hor.R= 0.0 plf
Plywd Brg.# 4 Ver.R= 67.7 # Hor.R= -0.0 #
@I 75" =-=-=-=-=-[Roller Pressed]=-=-=-=-=-=-=-=-=-=-=
o 16" [Gable Total Load][OC 24.00][DF 1.2S][NM 1]
@ 16" Repetitive Factors Used: No
• 16" 80 PLF o -1.5 to 80 o 13.5 [y"19.8][100%]
o 16" 80 PLF o 13.5 to 80 o 25.0 [y·19.8][100%]
o 16" 30 PLF o -1.5 to 30 o 13.5 [y"19.8][ 0%]
o 13" 30 PLF o 13.5 to 30 o 25.0 [y"19.8][ 0%]
o 12" 3 PLF • 0.0 to 26 o 13.5 [y"19.8][ 0%]
o 9" 26 PLF o 13.5 to 9 o 23.5 [y·19.8][ 0%]
o 9" 10 PLF o 0.0 to 10 o 13.5 [y• 6.5][ 0%]
® 15" 10 PLF I!!' 13.5 to 10 I!!' 23.5 [y= 6.5][ 0%]
@ 16" Brg.# 1 Ver.R= 436.2 # Hor.R= 0.0 #
@ 16" Brg.# 2 Ver.R= 130.5 plf Hor.R= -0.0 plf
I!!' 16" Brg.# 3 Ver.R= 134.4 plf Hor.R= -0.0 plf
@ 16" Brg.# 4 Ver.R= 339.0 # Hor.R"" -0.0 #
@I 16" =-=-=-=-=-[Roller Pressed]=-=-=-=-=-=-=-=-=-=-=
o 16" [MWFRS ASCE Pecp/L++][OC 24.00][DF 1.33][NM 1]
-----Repetitive Factors Used: Yes
Plywd 23 PLF o -1.5 to 23 o 0.0 L [y•12.3][100%]
9 PLF o -1.5 to 9 o 0.0 [y·19.8] [ 0%]
-20 PLF o 13.5 to -20 o 23.5 R [y·13.5][100%]
o 75" -2 PLF o 0.0 to -2 o 13.5 L [y"16.8][100%]
9 PLF o 0.0 to 9 o 23.5 [y·19.8][ 0%]
9 PLF o 23.5 to 9 o 25.0 [y"19.8][ 0%]
-14 PLF@ 23.5 to -14 o 25.0 R [y•13.0][100%]
12 PLF o 0.3 to 12 o 13.5 [y• 6.5][ 0%]
12 PLF o 13.5 to 12 o 23.2 [y• 6 5][ 0%]
Brg.# 1 Ver.R= 73.5 # Hor.R= -75.0 #
Brg.# 2 Ver.R= 19.4 plf Hor.R= -0 0 plf
Brg.# 3 Ver.R= 1.4 plf Hor.R= -0.0 plf
Brg.# 4 Ver.R= -14.7 # Hor.R= 0.0 #
=-= -= -= -=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-=
[MWFRS ASCE Pecp/L+-][OC 24 OO][DF 1 33][NM 1]
Repetitive Factors Used: Yes
23 PLF o -1.5 to 23 o 0 0 L [y·12.3][100%]
9 PLF o -1.5 to 9 o 0.0 [y·19.8][ 0%]
-9 PLF o 13.5 to -9 o 23.5 R [y·13.5][100%]
9 PLF o 0.0 to 9 o 13.5 L [y"16.8][100%]
9 PLF o 0.0 to 9 o 23.5 [y•19 8][ 0%]
9 PLF o 23.5 to 9 o 25.0 [y"19.8][ 0%]
-14 PLF o 23.5 to -14 o 25.0 R [y"13.0][100%]
12 PLF o 0.3 to 12 o 13.5 [y• 6 5][ 0%]
12 PLF o 13.5 to 12 o 23.2 [y• 6.5][ 0%]
Brg.# 1 Ver.R= 89.3 # Hor.R= -87.5 #
Brg.# 2 Ver.R= 30.2 plf Hor.R= -0.0 plf
Brg.# 3 Ver.R:= 12.9 plf Hor.R= 0 0 plf
Brg.# 4 Ver.R= -9.6 # Hor.R= -0.0 #
Plate Cq JSI Method defiY(L) defiY(T) dxl dxT =-=-=-=-=-[Roller Pressed]=-=-=-=-=-=-=-=-=-=-'=
3X6(A1)
2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
0.80 0.22
0.02 L/999 0.04 L/501 0.01 0.01 [MWFRS ASCE Pecp/L-+][OC 24.00][DF 1.33][NM 1]
0.00 L/999
0.01 L/999
0.01 L/999
0. 00 L/999
0. 00 L/999 a. aa L/999
0.00 L/999
0.00 L/999
0. 00 L/999
0. 00 L/999
0.00 L/999
0.00 L/999
0.01 L/999
0.01 L/999
0.00 L/999
0.00 L/999
0.00 L/999
0.00 L/999
0.00 L/999
0.00 L/999
0. DO L/999
0. 00 L/999
a. oo L/999 a. oa L/999
0. 00 L/999 0. 00 L/999
0. 00 L/999 0. 00 L/999
0. 00 L/999 0. 00 L/999
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
----Repetitive Factors Used: Yes
-33 PLF o -1.5 to -33 o 0 0 L [y•12.3][100%]
0.00 9 PLF o -1.5 to 9 o 0.0 [y•19.8][ 0%]
0.00 -20 PLF I!!' 13.5 to -20 I!!' 23.5 R [y=13.5][100%]
0.00 -18 PLF o 0.0 to -18 o 13.5 L [y·16.8][100%]
0.00 9 PLF • 0.0 to 9 o 23.5 [y·19.8][ 0%]
0.00 9 PLF o 23.5 to 9 o 25.0 [y•19.8][ 0%]
0.00 -14 PLF I!!' 23.5 to -14 I!!' 25.0 R [y=13.0][100%)
0.00 12 PLF I!!' 0.3 to 12 @I 13 5 (y= 6 5][ 0%]
0.00 12 PLF o 13.5 to 12 o 23.2 [y• 6.5][ 0%]
0.00 Brg.# 1 Ver.R= -45.3 # Hor.R= 23.9 #
0.00 Brg.# 2 Ver.R= 4.5 plf Hor.R= -0.0 plf
0.00 Brg.# 3 Ver.R" 1.2 plf Hor.R= -0.0 plf
0.00 Brg.# 4 Ver.R" -15.2 # Hor R= -0.0 #
0.00 =-=-=-=-=-[Roller Pressed]=-=-=-=-=-=-=-=-=-=-=
0.00 [MWFRS ASCE Pecp/L--][OC 24 OO][DF 133][NM 1]
0.00 Repetitive Factors Used· Yes
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
11.70 16.08 2X3
11.77 14.06 2X3
12.72 16.42 2X3
12.79 14.23 2X3
0.80 0.60
0.80 0.62
a.BO 0.60 N
0.80 0.61 N
0.80 0.60 N
0.80 0.61 N
0.80 0.60 N
0 80 0. 61 N
0 80 0.60 N
0. 80 0 61 N
0.80 0.60 N
0.80 0.61 N
0.80 0.60 N
0.80 0 61
0.80 0.60
0.80 0.61
0.80 0.33
N
N
N
N
0. 00 L/999
0. 00 L/999
0. 00 L/999
0. 00 L/999
0.00 L/999
0. 00 L/999
0.00 L/999
0. DO L/999
0. 00 L/999
0. 00 L/999
0.00
0.00
0.00
0.00
0.00
0.00 -33 PLF @I -1.5 to -33 I!!' 0 0 L (y=12.3](100%]
0.00 9 PLF @I -1 5 to 9 @ 0.0 (y=19 8] [ O%]
0.00 -9 PLF o 13.5 to -9 o 23 5 R [y·13.5][100%]
0.00 -7 PLF o 0.0 to -7 o 13 5 L [y"16.8][100%]
13.50
13.50
13.50
13 50
13.50
13.50
14.21
14.28
15.48
15.55
16.81
16.88
18.14
18.21
19.48
19.55
20.81
20.88
22.14
22.21
23.50
23.50
23 .so
23 50
25.00
16.67
16.67
16.67
14.35
14.35
14.35
14.23
16.42
14.02
15.99
13.80
15.55
13.58
15.10
13.35
14 66
13.13
14.21
12.91
13.77
13.34
13.34
12.71
12.71
12.84
3X6
3X6
2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
3X6
0 80 0.27
0.80 0 61
0.80 0.60
0.80 0.61
0.80 0.60
0.80 0.61
0.80 0.60
0.80 0.61
0.80 0.60
0.80 0.61
0.80 0 60
0.80 0.61
0.80 0.60
0.80 0.62
0.80 0.60
0.80 0.59
0.00 9 PLF o 0.0 to 9 o 23 5 [y·19 8][ 0%]
9 PLF@ 23.5 to 9 @I 25.0 [y=19 8][ 0%]
-14 PLF o 23.5 to -14 o 25.0 R [y"13 0][100%]
0.00 L/999 0.00 L/999 0.00 0.00 12 PLF o 0.3 to 12 o 13.5 [y• 6.5][ 0%]
0.00 L/999
0. 00 L/999
0. DO L/999
0. DO L/999
0. 00 L/999
0.00 L/999
0.00 L/999
0. 00 L/999
0.00 L/999
0. 00 L/999
0.00 L/999
0. 00 L/999
0. DO L/999
0.00 L/999
0 00 L/999
0. 00 L/999
0. 00 L/999
0. DO L/999
0. DO L/999
0. 00 L/999
0. 00 L/999
0.00 L/999
0.00 L/999
0. 00 L/999
0.00 L/999
0. 00 L/999
0.00 L/999
0.00 L/999
0. 00 L/999
0. 00 L/999
0.00
0.00
0.00
0.00
0 00
0 00
0.00
0.00
0.00
0 00
0.00
0.00
0.00
0.00
0.00
12 PLF o 13.5 to 12 o 23.2 [y• 6 5][ 0%]
Brg.# 1 Ver.R= -29.5 # Hor.R= 11.4 #
0.00 Brg.# 2 Ver.R= 15.3 plf Hor.R= -0.0 plf
0.00 Brg.# 3 Ver.R= 12.7 plf Hor.R= 0.0 plf
0.00 Brg.# 4 Ver.R= -10.1 # Hor.R= 0.0 #
0, 00 =-=-=-:=-=:-[Roller Pressed]=-=-=-=-=-=-=-=-=-=-=
0 00 [MWFRS ASCE Pecp/R++ ][OC 24. OO][DF 1. 33][NM 1]
0 00 Repetitive Factors Used· Yes
0.00 -14 PLF o -1.5 to -14 o 0.0 L [y"12.3][100%]
0.00 9 PLF o -1.5 to 9 o 0.0 [y"19.8] [ 0%]
0.00 -2 PLF o 13.5 to -2 o 23.5 R [y"13.5][100%]
0 00 -20 PLF o 0.0 to -20 o 13.5 L [y"16.8][100%]
0.00 9 PLF o 0.0 to 9 o 23.5 [y"19.8][ 0%]
0.00 9 PLF ® 23 5 to 9 ® 25 0 [y=19 8][ 0%]
0.00 23 PLF o 23.5 to 23 o 25.0 R [y"13.0][100%]
0.00 12 PLF o 0.3 to 12 o 13.5 [y• 6.5][ 0%]
0.00 12 PLF ® 13.5 to 12@ 23.2 [y= 6.5][ 0%]
----Brg.# 1 Ver.R= 15.0 # Hor.R= 100.7 #
0.80 0.35 N 0.00 L/999 0.00 L/999 0.00 0.00 Brg.# 2 Ver.R= -0.5 plf Hor.R= -0.0 plf
----Brg.# 3 Ver.R= 15.6 plf Hor.R= -0.0 plf
0.02 L/965 0.04 L/417 0.00 0.00 Brg.# 4 Ver.R= 88.3 # Hor.R= 0.0 #
= -= -=-=-=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-=
[MWFRS ASCE Pecp/R+-][DC 24. OO][DF 1. 33][NM 1]
Repetitive Factors Used: Yes
-14 PLF o -15 to -14 o 0.0 L [y•12.3][100%]
9 PLF • 13.5 to 9 o 23.5 R [y•13.5][100%]
-9 PLF o 0.0 to -9 o 13.5 L [y·16.8][100%]
9 PLF o 0.0 to 9 o 23.5 [y"19.8][ 0%]
9 PLF o 23.5 to 9 o 25.0 [y"19.8][ 0%]
23 PLF o 23.5 to 23 o 25.0 R [y·13.0][100%]
12 PLF o 0.3 to 12 o 13.5 [y• 6.5][ 0%]
12 PLF o 13.5 to 12 o 23.2 [y• 6.5][ 0%]
Brg.# 1 Ver.R= 30.9 # Hor.R= 88.2 #
Brg.# 2 Ver.R= 10.4 plf Hor.R= -0.0 plf
Brg.# 3 Ver.R"' 27.1 plf Hor.R"' -0.0 plf
Brg.# 4 Ver.R= 93.4 # Hor.R= -0.0 #
"-=-= _,_,_ [Ro I I er Pressed]:=-=-:=-=-=-=-=-:=-=-=-=
[MWFRS ASCE Pecp/R-+][OC 24.00][DF 1.33][NM 1]
Repetitive Factors Used: Yes
-14 PLF@ -1.5 to -14 ® 0.0 L (y=12.3][100%]
9 PLF o -1.5 to 9 o 0.0 [y"19.8][ 0%]
-18 PLF o 13.5 to -18 o 23.5 R [y=13.5][100%]
-20 PLF • 0.0 to -20 o 13.5 L [y=16.8][100%]
9 PLF o 0.0 to 9 o 23.5 [y"19.8][ 0%]
9 PLF o 23.5 to 9 o 25.0 [y=19.8][ 0%]
-33 PLF o 23.5 to -33 o 25.0 R [y"13.0][100%]
12 PLF o 0.3 to 12 o 13.5 [y= 6 5][ 0%]
12 PLF o 13.5 to 12 o 23.2 [y= 6.5][ 0%]
Brg.# 1 Ver.R= -10.5 # Hor.R= 20.2 #
Brg.# 2 Ver.R= 1.8 plf Hor.R= 0.0 plf
Brg.# 3 Ver.R= 5.4 plf Hor.R= 0.0 plf
Brg.# 4 Ver.R= -62.6 # Hor.R=: -0.0 #
=-=-=-=-=-[Ro I I er Pressed]=-=-=-=-=-='-=-=-=-=-:
[MWFRS ASCE Pecp/R--][OC 24.00][DF 1.33][NM 1]
Repetitive Factors Used: Yes
-14 PLF o -1.5 to -14 o 0.0 L [y=12.3][100%]
9 PLF o -1.5 to 9 o 0.0 [y=19.8][ 0%]
-7 PLF o 13.5 to -7 o 23.5 R [y=13.5][100%]
-9 PLF o 0.0 to -9 o 13.5 L [y=16.8][100%]
9 PLF o 0.0 to 9 o 23.5 [y=19.8][ 0%]
9 PLF o 23.5 to 9 o 25.0 [y=19.8][ 0%]
-33 PLF • 23.5 to -33 o 25.0 R [y=13.0][100%]
12 PLF o 0.3 to 12 0 13.5 [Y" 6.5][ 0%]
12 PLF • 13.5 to 12 o 23.2 [y= 6.5][ 0%]
Brg.# 1 Ver.R= 5.3 # Hor.R= 7.6 #
Brg.# 2 Ver.R::= 12.6 plf Hor.R= -0.0 plf
Brg.# 3 Ver.R= 16.9 plf Hor.R= 0.0 plf
Brg.# 4 Ver.R= -57.5 # Hor.R= -0.0 #
=-=-=-=-=-[Ro 1 I er Pressed]=-=-=-=-=-=-=-=-=-=-=
[MWFRS ASCE Paci++][OC 24.00][DF 1.33][NM 1]
Repetitive Factors Used: Yes
-5 PLF o -1.5 to -5o 0.0 L [y=12.3][100%]
9 PLF • -1.5 to 9 o 0.0 [y=19.8][ 0%]
-10 PLF o 13.5 to -10 o 23.5 R [y=13.5][100%]
-10 PLF o 0.0 to -10 o 13.5 L [y=16.8][100%]
9 PLF o 0.0 to 9 o 23.5 [y=19.8][ 0%]
9 PLF o 23.5 to 9 o 25.0 [y=19.8][ 0%]
-5 PLF o 23.5 to -5o 25.0 R [y=13.0][100%]
12 PLF o 0.3 to 12 o 13.5 [y= 6.5][ 0%]
12 PLF o 13 5 to 12 o 23.2 [y" 6.5][ 0%]
Brg.# 1 Ver.R= 26.3 # Hor.R= 11.6 #
Brg.# 2 Ver.R= 11.1 plf Hor.R= 0.0 plf
Brg.# 3 Ver.R::= 10.7 plf Hor.R"' -0.0 plf
Brg.# 4 Ver.R= 14.1 # Hor.R"' -0.0 #
=-=-=-=-=-[Ro I I er Pressed],_,_,_,_,-=-"-=-=-=-"'
[MWFRS ASCE Paci+-][OC 24.00][DF 1.33][NM 1]
Repetitive Factors Used: Yes
-5 PLF o -1.5 to -5o 0.0 L [y=12.3][100%]
9 PLF o -1.5 to 9 o 0.0 [y=19.8][ 0%]
1 PLF • 13.5 to 1 • 23.5 R [y=13.5][100%]
1 PLF o 0.0 to 1 o 13.5 L [y=16.8][100%]
9 PLF o 0.0 to 9 o 23.5 [y=19.8][ 0%]
9 PLF o 23.5 to 9 o 25.0 [y=19.8][ 0%]
-5 PLF o 23.5 to -5o 25.0 R [y"13.0][100%]
12 PLF o 0.3 to 12 o 13.5 [Y" 6.5][ 0%]
12 PLF o 13.5 to 12 o 23.2 [y= 6.5][ 0%]
Brg. # 1 Ver R= 42. 1 # Hor. R= -0. 9 #
Brg.# 2 Ver.R= 21.9 plf Hor.R"' -0.0 plf
Brg.# 3 Ver.R= 22.2 plf Hor.R= -0.0 plf
Brg.# 4 Ver.R= 19.1 # Hor.R= -0.0 #
=-=-=-=-=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-=
[MWFRS ASCE Pac 1-+ ][DC 24. OO][DF 1 33][NM 1]
Repet 1 t 1 ve Factors Used: Yes
-23 PLF o -1.5 to -23 o 0.0 L [y=12.3][100%]
9 PLF i!> -1.5 to 9 ® 0.0 (y=19.8J[ 0%]
-28 PLF tll 13.5 to -28 ® 23.5 R [y=13.5][100%)
-28 PLF tll 0.0 to -28 ® 13.5 L [y=16.8][100%}
9 PLF o 0.0 to 9 o 23.5 [y=19.8][ 0%]
9 PLF iP 23.5 to 9 ® 25.0 [y:19.8][ 0%]
-23 PLF !19 23.5 to -23@ 25.0 R [y=13.0][100%]
12 PLF o 0.3 to 12 • 13.5 [y" 6.5][ 0%]
12 PLF o 13.5 to 12 o 23.2 [y= 6.5][ 0%]
Brg.# 1 Ver.R= -39.9 # Hor.R= 33.0 #
Brg.# 2 Ver.R= -6.4 plf Hor.R= 0.0 plf
Brg.# 3 Ver.R= -6.9 plf Hor.R"' -0.0 plf
Brg.# 4 Ver.R= -41.2 # Hor.R= 0.0 #
=-=-= -= -=-[Ro I I er Pressed]=-=-=-=-=:-=-=-=-=-=-=
[MWFRS ASCE Paci--][OC 24.00][DF 1.33][NM 1]
Repetitive Factors Used· Yes
-23 PLF o -1.5 to -23 o 0.0 L [y=12.3][100%]
9 PLF • -1.5 to 9 • 0.0 [y=19.8][ 0%]
-18 PLF • 13.5 to -18 o 23.5 R [y=13.5][100%]
-18 PLF • 0.0 to -18 • 13.5 L [y=16.8][100%]
9 PLF ® 0.0 to 9 ® 23.5 (y=19.8][ 0%]
9 PLF o 23.5 to 9 o 25.0 [y=19.8][ 0%]
-23 PLF o 23 5 to -23 o 25.0 R [y=13 0][100%]
12 PLF o 0.3 to 12 o 13.5 [y= 6.5][ 0%]
12 PLF o 13.5 to 12 • 23 2 [y= 6.5][ 0%]
Brg.# 1 Ver.R= -24.1 # Hor.R= 20.4 #
Brg.# 2 Ver.R= 4.5 plf Hor.R= -0.0 plf
Brg.# 3 Ver.R= 4.7 plf Hor R= -0.0 plf
Brg.# 4 Ver.R= -36.2 # Hor.R= -0.0 #
=-=-=-=-=-[Ro I I er Pressed]:=-=-=-=-:=-=-=-=-=-"'-=
[C&C ASCE Wind Lt-+ ][DC 24. OO][DF 1. 33][NM 1]
Repetitive Factors Used: Yes
-65 PLF o 13.5 to -65 o 16.5 R [y=15.8][100%]
9 PLF o -1.5 to 9 o 0.0 [y"19.8] [ 0%]
-75 PLF o -1.5 to -75 • 0.0 L [y=12.3][100%]
9 PLF • 0.0 to 9 o 1.5 [y=19.8][ O%]
-41 PLF@ 16.5 to -41 @ 25.0 R [y=13.0][100%]
9 PLF • 1.5 to 9 • 13.5 [y=19.8][ 0%]
-41 PLF o 1.5 to -41 o 13 5 L [y=16.8][100%]
9 PLF o 13.5 to 9 o 16.5 [y=19 8][ 0%]
9 PLF o 16.5 to 9 o 25.0 [y=19.8][ 0%]
12 PLF o 0.0 to 12 o 13.5 [y= 6.5][ 0%]
12 PLF o 13.5 to 12 o 23.2 [y= 6.5][ 0%]
-65 PLF o 0.0 to -65 o 1.5 L [y=12.8][100%]
= -=-= -=-=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-=
[C&C ASCE W•nd Rt-+][OC 24.00][DF 1.33][NM 1]
Repetitive Factors Used Yes
-65 PLF o 22.0 to -65 o 23.5 R [y=13.5][100%]
ALPINE] [CRC2010/TP I -2007] [S27C4S2STUBGEF] [ 45175/IJ [Page 2]
-41 PLF o -1.5 to -41 o 10.5 l [y"15.8][100%]
~ 7~ :~~ : ~~. ~ ~~ -7~ : ~~ ~ ~y[~~i ~] ~][~~~%]
9 PLF o 13.5 to 9 o 22.0 [y"19.8][ 0%]
-41 PLF o 13.5 to -41 o 22.0 R [y"14.0][100%]
9 PLF o 22.0 to 9 o 23.5 [y"19.8][ 0%]
9 PLF o 23.5 to 9 o 25.0 [y"19.8][ 0%]
12 PLF o 0.0 to 12 o 13.5 [Y" 6.5][ 0%]
12 PLF o 13.5 to 12 o 23.2 [y" 6.5][ 0%]
-65 PLF o 10.5 to -65 o 13.5 l [y"16.8][100%]
=-=-=-= -=-[Ro I I er Pressed)=-=-=-=-=-=-=-=-=-=-=
[C&C ASCE W;nd Lt--][OC 24.00][DF 1.33][NM 1]
Repetitive Factors Used: Yes
-54 PLF o 13.5 to -54 o 16.5 R [y"15.8][100%]
9PLFre>-1.5to 9@ O.O[y=19.8][ 0%]
-75 PLF o -1.5 to -75 o 0.0 l [y"12.3][100%]
9 PLF o 0.0 to 9 o 1.5 [y"19.8][ 0%]
-31 PLF o 16.5 to -31 o 25.0 R [y"13.0][100%]
9 PLF o 1.5 to 9 o 13.5 [y"19.8][ 0%]
-31 PLF o 1.5 to -31 o 13.5 l [y"16.8][100%]
9 PLF o 13.5 to 9 o 16.5 [y"19.8][ 0%]
9 PLF • 16.5 to 9 o 25.0 [y"19.8][ 0%]
12 PLF o 0.0 to 12 o 13.5 [y" 6.5][ 0%]
12 PLF o 13.5 to 12 o 23.2 [y" 6.5][ 0%]
-54 PLF o 0.0 to -54 o 1.5 L [y"12.8][100%]
=-=-=-=-:=-{Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-=
[C&C ASCE W;nd Rt--][OC 24.00][DF 1.33][NM 1]
Repet 1 t i ve Factors Used Yes
-54 PLF o 22.0 to -54 o 23.5 R [y"13.5][100%]
9 PLF o -1.5 to 9 o 10.5 [y"19.8][ 0%]
-31 PLF o -1.5 to -31 o 10.5 l [y"15.8][100%]
9 PLF o 10.5 to 9 o 13.5 [y"19.8][ 0%]
-75 PLF o 23.5 to -75 o 25.0 R [y"13.0][100%]
9 PLF o 13.5 to 9 o 22.0 [y"19.8][ 0%]
-31 PLF o 13.5 to -31 o 22.0 R [y"14.0][100%]
9 PLF o 22.0 to 9 o 23.5 [y"19.8][ 0%]
9 PLF o 23.5 to 9 o 25.0 [y"19.8][ 0%]
12 PLF o 0.0 to 12 o 13.5 [y" 6.5][ 0%]
12 PLF o 13.5 to 12 o 23.2 [y" 6.5][ 0%]
-54 PLF o 10.5 to -54 o 13.5 l [y"16.8][100%]
=-= -= -=-=-[Ro I I er Pressed]=-=-=-=-=-=-=-=-=-=-=
;_ _____ ~
:!i_ ______ ~
:::;_ __ ~---~
M------~
~~-------~
~ ~
~ :!J
f<i-----:;;
"' "' -~------or-
~-
co-----Cl'l
CERTIFICATE OF COMPLIANCE-RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Highland Ave. Guest House
Calculation Description: Title 24 Analysis
GENERAL INFORMATION
01 Project Name
02 Calculation Description
03 Project Location
04 A City
06 Zip code
08 Climate Zone
10 z Building Type
12 < Project Scope
14 ~ T~ Cond. Floor Area (FT2)
16 1'0 Slab Area (FT2) =
18 Addition Cond. Floor Area
20 Addition Slab Area (FT2)
--------
COMPLIANCE RESULTS
Highland Ave. Guest House
Title 24 Analysis
2880 Highland Ave.
Carlsbad
92008
CZ7
Single Family
Newly Constructed
640
640
N/A
N/A
--
01 Building Complies with Computer Performance
Calculation Date/Time: 06:53, Man, Nov 17, 2014
Input File Name: HighlandAve_GuestHouse.xml
05 Standards Version
07 Compliance Manager Version
09 Software Version
11 Front Orientation (deg/Cardinal)
13 Number of Dwelling Units
15 Number of Zones
17 Number of Stories
19 Natural Gas Available
21 Glazing Percentage{%)
Compliance 2014
BEMCmpMgr 2013-3 (651)
EnergyPro 6.3
45
1
1
1
Yes
19.0%
CF1 R-PRF-01
Page 1 of 7
)
.a...
\.~
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. ~
03 This building incorporates one or more Special Features shown below
ENERGY USE SUMMARY
04 05 06 07 08
Energy Use Standard Proposed Compliance Percent
(kTDV/ft) Design Design Margin Improvement
Space Heating 0.56 3.43 -2.87 -512.5%
Space Cooling 7.25 8.28 -1.03 -14.2%
IAQ Ventilation 2.11 2.11 0.00 0.0%
Water Heating 33.34 15.92 17.42 52.2%
Photovoltaic Offset ----0.00 0.00 ----
Compliance Energy Total 43.26 29.74 13.52 31.3%
Registration Number: 214-N0140735A-ooooooooo-oooo
CA Building Energy Efficiency Standards-2013 Residential Compliance
Registration Date/Time: 2014-11-17 07:05:12 C5Jb/~""3~U> Report Version-CF1R-10172014-651
• ~ \: ...
~
CERTIFICATE OF COMPLIANCE· RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Highland Ave. Guest House
Calculation Description: Title 24 Analysis
REQUIRED SPECIAL FEATURES
Calculation Date/Time: 06:53, Mon, Nov 17, 2014
Input File Name: HighlandAve_GuestHouse.xml
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
Ducts with high level of insulation
• No cooling system included
HERS FEATURE SUMMARY
CF1 R-PRF-01
Page 2 of 7
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is
provided in the building components tables below.
Building-level Verifications:
• IAQ mechanical ventilation
Cooling System Verifications:
• --None--
HVAC Distribution System Verifications:
• Duct Sealing
Domestic Hot Water System Verifications:
• --None--
ENERGY DESIGN RATING
This is the sum of the annual TDV energy consumption for energy use components included in the performance compliance approach for the Standard Design Building (Energy Budget) and the annual
TDV energy consumption for lighting and components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics) and accounting for the annual TDV energy offset by an
on-site renewable energy system.
I Reference Energy Use I Energy Design Rating I Margin I Percent Improvement
Total Energy (kTDV!f2)* I 133.13 I 119.61 I 13.52 I 10.2%
* includes calculated Appliances and Miscellaneous Energy Use (AMEU)
BUILDING • FEATURES INFORMATION
01 02 03 04 05 06 07
Number of Dwelling Number of Ventilation Number of Water
Project Name Conditioned Floor Area (sft) Units Number of Bedrooms Number of Zones Cooling Systems Heating Systems
Highland Ave. Guest House 640 1 2 1 0 1
-----
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Floor Area Avg. Ceiling
Zone Name Zone Type HVAC System Name (tt2) Height Water Heating System 1 Water Heating System 2
Entire House Zone Conditioned HVAC System Entire House1 640 9.5 DHW Sys 1
I
Registration Number: 214-N0140735A-OOOOOOOOO-OOOO Registration Date/Time: 2014-11-17 07:05:12 HERS Provider: CaiCERTS inc.
CA Building Energy Efficiency Standards-2013 Residential Compliance Report Version-CF1R-10172014-651 Report Generated at: 2014-11-17 06:54:55
CERTIFICATE OF COMPLIANCE-RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Highland Ave. Guest House
Calculation Description: Title 24 Analysis
OPAQUE SURFACES
01 02
Name Zone
Front Wall Entire House Zone
Rear Wall Entire House Zone
Leftt Wall Entire House Zone
Right Wall Entire House Zone
R30-RB Roof Entire House Zone
Calculation Date/Time: 06:53, Man, Nov 17, 2014
Input File Name: HighlandAve_GuestHouse.xml
03 04 05 06
Construction Azimuth Orientation Gross Area (ft2)
R-13 Stud Wall 45 Front 270
R-13 Stud Wall 225 Back 270
R-13 Stud Wall 45 Front 240
R-13 Stud Wall 315 Right 240
R-30 Roof Attic 640
07
Window Area (ft2)
66.6
39
16
0
CF1 R-PRF-01
Page 3 of 7
08
Tilt(deg)
90
90
90
90
--------~ ---------~ -------------
ATTIC
01 02 03 04 05 06 07
Name Construction Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof
I
Attic Attic Roof Cons 4 0.1 0.85 Yes No
WINDOWS
01 02 03 04 05 06 07 08 09 10 I
i
Height Area I
Name Type Surface (Orientation-Azimuth) Width(ft) (ft) Multiplier (ft2) U-factor SHGC Exterior Shading
SlidingGiassDoors Window Front Wall (Front-45) ---- ----1 33.3 0.39 0.37 Insect Screen (default)
FrenchDbiDoor Window Front Wall (Front-45) --------1 33.3 0.39 0.37 Insect Screen (default)
All Windows Window Rear Wall (Back-225) --------1 39.0 0.39 0.37 Insect Screen (default) i
Window Window Leftt Wall (Front-45) --------1 16.0 0.39 0.37 Insect Screen (default)
L____ L___ ___ -'---~. -------------------
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06
Construction Name Surface Type Construction Type Framing Total Cavity R-value Assembly Layers
• Cavity I Frame: no insul. I 2x4 Top Chrd
2x4 Top Chord of • Roof Deck: Wood Siding/sheathing/decking
Roof Truss @ 24 in. • Tile Gap: present
Attic Roof Cons Attic Roofs Wood Framed Ceiling O.C. none • Roofing: 10 PSF (RoofTile)
• Inside Finish: Gypsum Board
• Cavity I Frame: R-13 I 2x4
R-13 Stud Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 13 • Exterior Finish: Wood Siding/sheathing/decking
• Inside Finish: Gypsum Board
· Cavity I Frame: R-9. 1 I 2x4
R-30 Roof Attic Ceilings (below attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 30 · Over Floor Joists: R-20.9 insul.
Registration Number: 214-N0140735A-ooooooooo-oooo Registration Date/Time: 2014-11-17 07:05:12 HERS Provider: CaiCERTS inc.
CA Building Energy Efficiency Standards-2013 Residential Compliance Report Version-CF1R-10172014-651 Report Generated at: 2014-11-17 06:54:55
CERTIFICATE OF COMPLIANCE-RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R-PRF-01
Page 4 of 7 Project Name: Highland Ave. Guest House
Calculation Description: Title 24 Analysis
SLAB FLOORS
01
Name
Covered Slab
-
BUILDING ENVELOPE-HERS VERIFICATION
01
02
Zone
Entire House Zone
02
03
Calculation Date/Time: 06:53, Mon, Nov 17, 2014
Input File Name: HighlandAve_GuestHouse.xml
04 05
Area (ft2) Perimeter (ft) Edge lnsul. R-value& Depth
640 110 None
03
06 07
Carpeted Fraction Heated
0.8 No
04
Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage ACH@ 50 Pa
Not Required Not Required Not Required ---
--------~-
WATER HEATING SYSTEMS
01 02 03 04 05 06
Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%)
DHW Sys 1 DHW Standard DHW Heater 1 1 .0%
L_ --
WATER HEATERS
01 02 03 04 05 06 07 08
Tank Exterior
Tank Volume Energy Factor or Insulation Standby Loss
Name Heater Element Type Tank Type (gal) Efficiency Input Rating R-value (Fraction)
DHW Heater 1 Natural Gas Small Instantaneous 0.5 0.92 157000-Btu/hr 0 0
~. ---
WATER HEATING -HERS VERIFICATION
01 02 03 04 05 06 07
Recirculation Central DHW
Name Pipe Insulation Parallel Piping Compact Distribution Point-of Use Control Distribution
DHW Sys 1 -1/1 N/A N/A N/A N/A N/A N/A
HVAC SYSTEMS
01 02 03 04 05 06 07
Heating System Cooling System Distribution Floor Area
Name System Type Name Ducted Name Ducted System Fan System Served
HVAC System Entire House1 Other Heat/Cool Heating Component 1 I Yes HVAC System Entire I Yes Air Distribution 640 House 1-cool System 1
Registration Number: 214-N0140735A-ooooooooo-oooo Registration Date/Time: 2014-11-17 07:05:12 HERS Provider: CaiCERTS inc.
CA Building Energy Efficiency Standards-2013 Residential Compliance Report Version-CF1R-10172014-651 Report Generated at: 2014-11-17 06:54:55
CERTIFICATE OF COMPLIANCE-RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Highland Ave. Guest House
Calculation Description: Title 24 Analysis
Calculation Date/Time: 06:53, Mon, Nov 17, 2014
Input File Name: HighlandAve_GuestHouse.xml
CF1 R-PRF-01
Page 5 of 7
HVAC-HEATING SYSTEMS
01 02 03
Name Type Efficiency
Heating Component 1 CntriFurnace-Fuel-fired central furnace 80 AFUE
-~--~
HVAC -COOLING SYSTEMS
01 02 03 1 04 05 06 07
Efficiency Multi-speed
Name System Type EER SEER Zonally Controlled Compressor HERS Verification
HVAC System Entire NoCooling -No cooling equipment 11.3 I No No HVAC System Entire
House1-cool House 1-cool-hers-cool
--
HVAC COOLING -HERS VERIFICATION
01 02 03 04 05 06
Verified Refrigerant
Name Verified Airflow Airflow Target Verified EER Verified SEER Charge
HVAC System Entire Not Required ----Not Required Not Required Not Required House1-cool-hers-cool
-~ -
HVAC -DISTRIBUTION SYSTEMS
01 02 03 04 05 06 07 08
Supply Duct
Name Type Duct Leakage Insulation A-value Location Return Duct Bypass Duct HERS Verification
Air Distribution System 1 Ducts located in attic Sealed and tested 8 Attic Attic None Air Distribution
System 1-hers-dist
-·-----
HVAC DISTRIBUTION -HERS VERIFICATION
01 02 03 04 05 I 06 07
Duct Leakage Verified Duct Design Low-leakage
Name Verification Duct Leakage Target (%) Verified Duct Location Return Supply Air Handler
Air Distribution System Required 6.0 Not Required Not Required I Not Required ---1-hers-dist
Registration Number: 214-N0140735A-OOOOOOOOO-OOOO Registration Date/Time: 2014-11-17 07:05:12 HERS Provider: CaiCERTS inc.
CA Building Energy Efficiency Standards-2013 Residential Compliance Report Version-CF1R-10172014-651 Report Generated at: 2014-11-17 06:54:55
CERTIFICATE OF COMPLIANCE-RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Highland Ave. Guest House
Calculation Description: Title 24 Analysis
Calculation Date/Time: 06:53, Man, Nov 17, 2014
Input File Name: HighlandAve_GuestHouse.xml
CF1 R-PRF-01
Page 6 of 7
HVAC -FAN SYSTEMS
01 02 03 04
Name Type Fan Power (Watts/CFM) HERS Verification
HVAC Fan 1 Single Speed PSG Furnace Fan 0.58 HVAC Fan 1-hers-fan
--
HVAC FAN SYSTEMS-HERS VERIFICATION
01 02 03
Name VerifiedFanWatt Draw Required Fan Efficiency (Watts/CFM)
HVAC Fan 1-hers-fan Required 0.58
--
IAQ (Indoor Air Quality) FANS
01 02 03 04 05 06
IAQ Recovery
Name IAQCFM IAQ Watts/CFM IAQ Fan Type Effectiveness(%) HERS Verification
Dwelling Unit 28.9 0.25 Default 0 Required
Registration Number: 214-N0140735A-OOOOOOOOO-OOOO Registration Date/Time: 2014-11-17 07:05:12 HERS Provider: CaiCERTS inc.
CA Building Energy Efficiency Standards-2013 Residential Compliance Report Version-CF1R-10172014-651 Report Generated at: 2014-11-17 06:54:55
CEATIFICATE OF COMPLIANCE-RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Highland Ave. Guest House
Calculation Description: Title 24 Analysis
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:
Mike Mitchell
Company:
Residential Designs
Address:
PO Box 471
City/State/Zip:
Valley Center, CA 92082
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
Calculation Date/Time: 06:53, Man, Nov 17, 2014
Input File Name: HighlandAve_GuestHouse.xml
Documentation Author Signature:
41~(£'//11~
Signature Date:
2014-11-17 07:05:12
CEA/HERS Certification Identification (If applicable):
Phone:
760-484-0181
1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
CF1 R-PRF-01
Page 7 of 7
2. I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of
Regulations.
3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents,
worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name: Responsible Designer Signature: 41~(£'//11~ Mike Mitchell
Company: Date Signed:
Residential Designs 2014-11-17 07:05:12
Address: License:
PO Box 471 549307
City/State/Zip: Phone:
Valley Center, CA 92082 760-484-0181
Digitally signed by CaiCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the
information.
I
Registration Number: 214-N0140735A-OOOOOOOOO-OOOO Registration Date/Time: 2014-11-17 07:05:12 HERS Provider: CaiCERTS inc.
CA Building Energy Efficiency Standards-2013 Residential Compliance Report Version-CF1R-10172014-651 Report Generated at: 2014-11-17 06:54:55
CE-RTIFICATE OF COMPLIANCE-RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Highland Dr. Guest House
Calculation Description: Title 24 Analysis
Calculation Date/Time: 12 00, Wed, Dec 24, 2014
CF1 R-PRF-01
Page 1 of 7
Input File Name: HighlandDr_GuestHouse_Redesign.xml
GENERAL INFORMATION
01 Project Name Highland Dr. Guest House
02 Calculation Description Title 24 Analysis
03 Project Location 2880 Highland Ave.
04 A City Carlsbad 05 Standards Version Compliance 2014
06 Zip code 92008 07 Compliance Manager Version BEMCmpMgr 2013-3 (651)
08 Climate Zone CZ7 09 Software Version EnergyPro 6.3
10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 225
12 Project Scope Newly Constructed 13 Number of Dwelling Units 1
14 Total Cond. Floor Area (FT2) 637 15 Number of Zones 1
16 Slab Area (FT2) 637 17 Number of Stories 1
18 Addition Cond. Floor Area N/A 19 Natural Gas Available Yes
20 Addition Slab Area (FT2) N/A 21 Glazing Percentage(%) 19.1%
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03 This building incorporates one or more Special Features shown below
ENERGY USE SUMMARY
04 05 06 07 08
Energy Use Standard Proposed Compliance Percent
(kTDV/ft) Design Design Margin Improvement
Space Heating 0.60 1.91 -1.31 -218.3%
Space Cooling 7.30 10.42 -3.12 -42.7%
IAQ Ventilation 2.12 2.12 0.00 0.0%
Water Heating 33.48 15.97 17.51 52.3%
Photovoltaic Offset ----0 00 0.00 ----
Compliance Energy Total 43.50 30.42 13.08 30.1%
Registration Number: 214-N0168149A-ooooooooo-oooo
CA Building Energy Efficiency Standards-2013 Residential Compliance
Registration Date/Time: 2014-12-24 1212:25 HERS P~er: ~a~,in'
Report{ er s:~ 0 ' Report Version-CF1R-10172014-651
~
~ ......... c
CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Highland Dr. Guest House
Calculation Description: Title 24 Analysis
REQUIRED SPECIAL FEATURES
Calculation Date/Time: 12:00, Wed, Dec 24, 2014
Input File Name: HighlandDr_GuestHouse_Redesign.xml
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
• No cooling system included
HERS FEATURE SUMMARY
CF1 R-PRF-01
Page 2 of 7
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is
provided in the building components tables below.
Building-level Verifications:
• IAQ mechanical ventilation
Cooling System Verifications:
• --None--
HVAC Distribution System Verifications:
• Duct Sealing
Domestic Hot Water System Verifications:
• --None--
ENERGY DESIGN RATING
This is the sum of the annual TDV energy consumption for energy use components included in the performance compliance approach for the Standard Design Building (Energy Budget) and the annual
TDV energy consumption for lighting and components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics) and accounting for the annual TDV energy offset by an
on-site renewable energy system.
I Reference Energy Use I Energy Design Rating I Margin I Percent Improvement
Total Energy (kTDV/f2)* I 133.66 I 120.58 I 13.08 I 9.8%
*includes calculated Appliances and Miscellaneous Energy Use (AMEU)
BUILDING-FEATURES INFORMATION
01 02 03 04 05 06 07
Number of Dwelling Number of Ventilation Number of Water
Project Name Conditioned Floor Area (sft) Units Number of Bedrooms Number of Zones Cooling Systems Heating Systems
Highland Dr. Guest House 637 1 2 1 0 1
-L__ __ ---------·---------
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Floor Area Avg. Ceiling
Zone Name Zone Type HVAC System Name (tt2) Height Water Heating System 1 Water Heating System 2
Entire House Zone Conditioned HVAC System Entire House1 637 9.5 DHW Sys 1
Registration Number: 214-N0168149A-ooooooooo-oooo Registration Date/Time: 2014-12-24 12:12 25 HERS Provider: CaiCERTS inc.
CA Building Energy Efficiency Standards-2013 Residential Compliance Report Version-CF1R-10172014-651 Report Generated at: 2014-12-24 12:01:34
CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Highland Dr. Guest House
Calculation Description: Title 24 Analysis
Calculation Date/Time: 12:00, Wed, Dec 24, 2014
CF1 R-PRF-01
Page 3 of 7
Input File Name: HighlandDr_GuestHouse_Redesign.xml
OPAQUE SURFACES
01 02 03 04 05 06 07 08
Name Zone Construction Azimuth Orientation Gross Area (ft2) Window Area (ft2) Tilt(deg)
Rear Wall NE Entire House Zone R-13 Stud Wall 45 Back 261.3 66.6 90
Front Wall (Facing Street Entire House Zone R-13 Stud Wall 225 Front 261.3 39 90
Right Wall Entire House Zone R-13 Stud Wall 135 Right 256.5 16 90
Left Wall Entire House Zone R-13 Stud Wall 315 Left 256.5 0 90
R30-RB Roof Entire House Zone R-30 Roof Attic 637
L___ _______ -----
ATTIC
01 02 03 04 05 06 07
Name Construction Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof
Attic Attic Roof Cons 4 0.1 0.85 Yes No
--
WINDOWS
01 02 03 04 05 06 07 08 09 10
Height Area
Name Type Surface (Orientation-Azimuth) Width(ft) (ft) Multiplier (ft2) U-factor SHGC Exterior Shading
SlidingGiassDoors Window Rear Wall NE (Back-45) --------1 33.3 0.39 0.37 Insect Screen (default)
FrenchDbiDoor Window Rear Wall NE (Back-45) ---- ----1 33.3 0.39 0.37 Insect Screen (default)
All Windows Window Front Wall (Facing Street (Front-225) --------1 39.0 0.39 0.37 Insect Screen (default)
Window Window Right Wall (Right-135) --------1 16.0 0.39 0.37 Insect Screen (default)
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06
Construction Name Surface Type Construction Type Framing Total Cavity R-value Assembly Layers
• Cavity I Frame: no insul. I 2x4 Top Chrd
2x4 Top Chord of • Roof Deck: Wood Siding/sheathing/decking
Roof Truss@ 24 in. • Tile Gap: present
Attic Roof Cons Attic Roofs Wood Framed Ceiling O.C. none • Roofing: 10 PSF (RoofTile)
• Inside Finish: Gypsum Board
• Cavity I Frame: R-13 I 2x4
R-13 Stud Wall Exterior Walls Wood Framed Wall 2x4@ 16 in. O.C. R 13 • Exterior Finish: Wood Siding/sheathing/decking
• Inside Finish: Gypsum Board
• Cavity I Frame: R-9. 1 I 2x4
R-30 Roof Attic Ceilings (below attic) Wood Framed Ceiling 2x4@ 24 in. O.C. R 30 • Over Floor Joists: R-20. 9 in sui.
Registration Number: 214-N0168149A-ooooooooo-oooo Registration Date/Time: 2014-12-24 12:12:25 HERS Provider: CaiCERTS inc.
CA Building Energy Efficiency Standards-2013 Residential Compliance Report Version-CF1R-10172014-651 Report Generated at: 2014-12-24 12:01:34
CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R-PRF-01
Page 4 of 7 Project Name: Highland Dr. Guest House
Calculation Description: Title 24 Analysis
SLAB FLOORS
01
Name
Covered Slab
BUILDING ENVELOPE-HERS VERIFICATION
01
02
Zone
Entire House Zone
02
Calculation Date/Time: 12:00, Wed, Dec 24, 2014
Input File Name: HighlandDr_GuestHouse_Redesign.xml
03 04 05 06 07
Area (ft2) Perimeter (ft) Edge lnsul. R-value& Depth Carpeted Fraction Heated
637 110 None 0.8 No
03 04
Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage ACH @50 Pa
Not Required Not Required Not Required ---
WATER HEATING SYSTEMS
01 02 03 04 05 06
Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction(%)
DHW Sys 1 DHW Standard DHW Heater 1 1 .0%
WATER HEATERS
01 02 03 04 05 06 07 08
Tank Exterior
Tank Volume Energy Factor or Insulation Standby Loss
Name Heater Element Type Tank Type (gal) Efficiency Input Rating R-value (Fraction)
DHW Heater 1 Natural Gas Small Instantaneous 0.5 0.92 157000-Btu/hr 0 0
WATER HEATING-HERS VERIFICATION
01 02 03 04 05 06 07
Recirculation Central DHW
Name Pipe Insulation Parallel Piping Compact Distribution Point-of Use Control Distribution
DHW Sys 1 -1/1 N/A N/A N/A N/A N/A N/A -
HVAC SYSTEMS
01 02 03 04 05 06 07
Heating System Cooling System Distribution Floor Area
Name System Type Name Ducted Name Ducted System Fan System Served
HVAC System Entire House1 Other Heat/Cool Heating Component 1 I Yes HVAC System Entire I Yes Air Distribution 637 House1-cool System 1
Registration Number: 214-N0168149A-OOOOOOOOO-OOOO Registration Date/Time: 2014-12-24 12:12 25 HERS Provider: CaiCERTS inc.
CA Building Energy Efficiency Standards-2013 Residential Compliance Report Version-CF1R-10172014-651 Report Generated at: 2014-12-24 12:01:34
CERTIFICATE OF COMPLIANCE-RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R-PRF-01
Page 5 of 7 Project Name: Highland Dr. Guest House
Calculation Description: Title 24 Analysis
HVAC -HEATING SYSTEMS
01
Name
Heating Component 1
HVAC -COOLING SYSTEMS
01 02
Name System Type
HVAC System Entire NoCooling -No cooling equipment House 1-cool
HVAC COOLING-HERS VERIFICATION
01 02
Name Verified Airflow
HVAC System Entire Not Required House 1-cool-hers-cool
HVAC -DISTRIBUTION SYSTEMS
01 02 03
Name Type Duct Leakage
Air Distribution System 1 Ducts located in attic Sealed and tested
HVAC DISTRIBUTION-HERS VERIFICATION
01 02
Duct Leakage
Calculation Date/Time: 12:00, Wed, Dec 24, 2014
Input File Name: HighlandDr_ GuestHouse_Redesign.xml
02 03
Type Efficiency
CntriFurnace -Fuel-fired central furnace 80 AFUE
03 I 04 05 06 07
Efficiency Multi-speed
EER SEER Zonally Controlled Compressor HERS Verification
11.3 I No No HVAC System Entire
House1-cool-hers-cool
03 04 05 06
Verified Refrigerant
Airflow Target Verified EER Verified SEER Charge
----Not Required Not Required Not Required
04 05 06 07 08
Supply Duct
Insulation R-value Location Return Duct Bypass Duct HERS Verification
6 Attic Attic None Air Distribution
System 1-hers-dist
03 04 05 I 06 07
Verified Duct Design Low-leakage
Name Verification Duct Leakage Target(%) Verified Duct Location Return Supply Air Handler
Air Distribution System Required 6.0 Not Required Not Required I Not Required ---1-hers-dist
I
'
Registration Number: 214-N0168149A-ooooooooo-oooo Registration Date/Time: 2014-12-24121225 HERS Provider: CaiCERTS inc.
CA Building Energy Efficiency Standards-2013 Residential Compliance Report Version-CF1R-10172014-651 Report Generated at: 2014-12-24 12:01:34
CERTIFICATE OF COMPLIANCE-RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R-PRF-01
Page 6 of 7 Project Name: Highland Dr. Guest House
Calculation Description: Title 24 Analysis
HVAC-FAN SYSTEMS
01
Name
02
Type
Calculation Date/Time: 12:00, Wed, Dec 24, 2014
Input File Name: Highland Dr_ GuestHouse_Redesign.xml
03 04
Fan Power (Watts/CFM) HERS Verification
HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan
HVAC FAN SYSTEMS -HERS VERIFICATION
01 02 03
Name VerifiedFanWatt Draw Required Fan Efficiency (Watts/CFM)
HVAC Fan 1-hers-fan Required 0.58
IAQ (Indoor Air Quality) FANS
01 02 03 04 05 06
IAQ Recovery
Name IAQCFM IAQ Watts/CFM IAQ Fan Type Effectiveness(%) HERS Verification
Dwelling Unit 28.87 0.25 Default 0 Required
Registration Number: 214-N0168149A-ooooooooo-oooo Registration Date/Time: 2014-12-24 12:12 25 HERS Provider: CaiCERTS inc
CA Building Energy Efficiency Standards-2013 Residential Compliance Report Version -CF1R-10172014-651 Report Generated at: 2014-12-2412:01:34
CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Highland Dr. Guest House
Calculation Description: Title 24 Analysis
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name
Mike Mitchell
Company:
Residential Designs
Address:
PO Box 471
City/State/Zip:
Valley Center, CA 92082
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
Calculation Date/Time: 12:00, Wed, Dec 24, 2014
Input File Name: HighlandDr_GuestHouse_Redesign.xml
Documentation Author Signature:
/llikt!//11~
Signature Date:
2014-12-24 12:12:25
CENHERS Certification Identification (If applicable):
Phone:
760-484-0181
1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
CF1 R-PRF-01
Page 7 of 7
2. I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of
Regulations.
3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents,
worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name: Responsible Designer Signature: /llikt!//11~ Mike Mitchell
Company: Date Signed:
Residential Designs 2014-12-24 12:12:25
Address: License:
PO Box 471 549307
City/State/Zip: Phone:
Valley Center, CA 92082 760-484-0181
Digitally signed by CaiCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the
information.
Registration Number: 214-N0168149A-OOOOOOOOO-OOOO Registration Date/Time: 2014-12-24 12:12:25 HERS Provider: CaiCERTS inc.
CA Building Energy Efficiency Standards-2013 Residential Compliance Report Version-CF1R-10172014-651 Report Generated at: 2014-12-24 12:01:34
---
SETBAO<SFORR-1 PARcaS
FRONT Y N'(O • 2f1 from front
property lne
NTEftiOR SlOE Y ARC> -10% of
lot wiclh up to a nwtximl.m of
10'
STREET SIDE Y N'(O • 1 0'
REAR Y N'(O • 20% of lot wiclh
up to maxlnun of 20 feet
MAX. LOT COVERAGE -40%
contact the Plenl'*lg ()epartment
tor-lnfonnltion on c:c:wr~« lois or
lots wlh UI1I.I$U8I configurations
and tor lnforrneclon on Ptennect
Cornnadies, 8iCCeHOrY
struc:Wres' and building
heig!U.
The teleflhone number for the
PW>nlnn n..r-imoert 1$
602-4610.
ReARYN'(O
STREET
10Y.OF
LOTV«>TH
LFTOA
MAX. OF 10'
Minimum Square Footing Sizes (inches)1•2
Post Joist Span (in feet) Spacing -4 6 8 1.0 ( 1.2) 1.4 1.6
4 12 14 16. _, .. _. 18 20 20 22
@ 14 16 20 22 ® 24 28
••• 16 20 ·. 22 24 26 28 30
, .. ,
1.0 18 22 24 28 30 32 34
.·'·12 20 . 24 . '~~ ·····.-;.,28 <:'32 32.:. >36 36 • ' i
1. Assumes 1 ,000 psf soil bearing capacity
j. 2. The minimum depth for all footings is 12 inches into natural grade .,
B-4 Page 2 of6
1.8
24
30
32
36
38
Rev. 03/09
Post
Spacing
4
&
8
10
12
8-4
Allowable Joist Sizes
Joist Span
Douglas Fir
6'3"
5'6"
5'0"
9'9"
8'9"
7'9"
r~~~>
cJr:.lr 1''1~
'ru:,...
16'5"
15'0"
13'0"
20'0" ·.•.
18'0"
15'10"
22'9"
19'9"
16'0"
Joist Span
Redwood
6'3"
5'6"
5'0"
9'9"
8'9"
7'9
.12'9"
11'9"
.. 10'2"
16'5"
15'0"
13'0"
"''' r ' ;.20'0"
:18'0" '
.:15'10"
22'6"
21'0"
17'0"
Joist Spacing
12"
16"
24"
12"
16"
24"
"' 12"
16"
24"
/ .. .. 12"
.i':16" ;
24"
12"
16"
24"
1. Assumes a live load of 40 psf and a dead load of 8 psf.
Size of
Joist
2x4
2x6
2 X 10
..... · . ;:·t
. '::2x··12
•·
;. ~
2 X 14
2.
3.
If joists are within 18" of grade, use pressure treated Douglas Fir-Larch or Foundation Grade Redwood
Assume F(b)=825 psi, F9v)=90 psi, and E=1 ,200,000 psi for D. F. #2
4. Assume F(b)=925 psi, F9v)=80 psi, and E=1 ,200,000 psi for Redwood
Allowable Beam Sizes ..
Joist Span (in feet)
4 6 8
4x4 '4>'<6 . ·.~f)(6
4x6 4x8 4x8
4 X 10 4 X 10 4 X 12 . :4 X 14
6xa ·· 6x8 6 X 10 6 X 10
6 X 16 4 X 10 4 X 14 4 X 14 4 X 16 4 X 16 4 X 18
6 X 10 6 X 12 6 X 12 6 X 14 6 X 14 6 X 14
4 X 10 4 X 14 4 X 14 4 X 16 4 X 16 4 X 18
6 X 10 6 X 12 6 X 12 6 x14 6 X 14 6 X 14
Page 3 of6 Rev. 03/09
List of EPA Certified Wood Heaters January 2015
Manufacturer listed in parentheses
3100 ACC Series, 31M-ACC Limited
250 Technoloqies Edition 1.1 11900-43200 63
251 Technologies Ouadra Fire 4300 ACT 1.2 11900-58500 63 Non Catalytic
Hearth and Home
252 Technologies Ouadra-Fire 3100 ACT & 31001 ACT 1.3 11400-46900 63 Non Catalytic
Hearth and Home
253 Technologies Ouadra-Fire 5100 I ACT B 2.0 11,900-50,600 63 Non Cataly1ic
Hearth and Home
254 Technologies 2100 ACC 2.1 12000-28000 63 Non Cataly1ic
Hearth and Home
255 Technologies Ouadra-Fire 31 OOF, 3100 I 2.1 11900-43200 63 Non Catalytic
Hearth and Home
256 Technologies Ouadra-Fire 4300 2.1 11900-39900 63 Non Catalytic
Hearth and Home
257 Technologies Ouadra-Fire 1900 2.2 11500-32200 63 Non Cataly1ic
Hearth and Home
258 Technologies Ouadra-Fire Cape Cod 2.2 11 500-43000 63 Non Catalytic
Hearth and Home
259 Technologies Ouadra-Fire 5100-1 Fireplace Insert 2.7 11 800-49900 63 Non Catalytic
Hearth and Home
260 Technologies Yosemite 2.7 1 0900-28600 63 Non Cataly1ic
Hearth and Home
261 Technologies Quadra-Fire Isle Royale 2.9 1 0400-46800 63 Non Catalytic
Hearth and Home
262 Technologies Ouadra-Fire 7100 3.1 13,800-67,300 63 Non Catalytic
Hearth and Home
263 Technologies Heat N Glo Number FT-300 3.3 1 0,000-41 ,000 63 Non Catalytic
Hearth and Home
264 Technologies Northstar/Constitution 3.3 11,300-51,200 63 Non Cataly1ic
Hearth and Home
265 Technologies Ouadra-Fire Cumberland Gap 3.4 11 ,200-44,300 63 Non
""Actual Measured Efficiency Per CSA 8415.1
Default-Category rat1ng asstgned by EPA (The estimated efftctency is a follows· 72% (catalyst-equipped}, 63% (non-catalyst equtpped}, and 78% {wood pellets}).§ 60.536(i)13).
Page 17
.:r ,-:}.
Constitution EPA Phase II Compliant wood-burning fireplace
Exceptional Value
Proven Dependability
EnJOY intense, efficient fires in any environment. Th1s wood-burn1ng powerhouse
exceeds the stnctest environmental standards in the nation. Proven technolo~w
del1vers prec1sion start-up and air control for clean. cons1stent burns and
extended performance. Sit back. relax and let the Const1tut1on blaze.
Features
• 51,000 BTUs-heats 1,000 to 2,600 sq. ft. ·
• 2.7 cu. ft. 1ntenor capac1ty I 24" maximum log length
• Up to 10 hours of burn t1me from each load of wood
• Dual 140 CFM fans
Options
• Fire screen
• Heat distribution kit
• Hearth extension ' Above & Cover: Const1tut1on shown standard.
• Lintel bar
Dimensions
Top
Front
Available From
Framing Dimensions
\1, .. '··~
If r:::::-·.=1 ~~~; ·a \ / \:j
I !( I rl.l .11~1 /1 b!fljj' _i ~~·"~ 1lJ T 7.8~ L_ l!-3!·1 [22, [24H]
Right Side
beatilator
T/J(first llWIU' iufirep/accs
Phone: 800-927-6841
Web: heatilator.com
facebook.com/Heatilator
twitter.com/Heatilator
youtube.com/HeatilatorFireplaces
Limited Lifetime Warranty3
The strongest 1n the Industry. Heatliator prov1des a l1m1ted llfet1me
warranty on wood-burn1ng products of the most important aspects
f,rebox and heat exchanger.
Requ,rcrJfor1nstallabop
Furfullwdrr,mtydotalbg,Jtchealilatnrcom
WW\'Iheatllator~or.-1/flrcplacesafety
c@uSLISTED
Residential Designs
28714 Valley Center Rd. B
Valley Center, CA 92082
PLAN CHECK NO. 14-3220
PROJECT NAME HITCHMAN GUEST HOUSE
Subject: Response to plan check corrections.
Dear Mr. Goodman,
12117/14
In order to satisfy item 5 on the plan check correction list, namely, the wall of the proposed
dwelling being less than 6 feet from adjacent garage requiring I hour fire resistive construction, we
"reshaped" the proposed building. The resizing from 25' x 30' to 27 .5' x 27' allows a separation of 1 0'
from the adjacent garage. The redesign did not require additions or subtractions of any rooms,
windows, nor doors, but of course, there are new truss calcs. and each afTected drawing on the plans
has been changed to reflect the new dimensions.
Plan Correction Item:
I) -protocol
2) Signature provided on each sheet.
3) Sh. 1, note 4 added. Sh. 1, deferred sprinklers noted next to sheet index.
4) Sh. 8, Chase shown on detail 'G'
5) Sh. 1. Plot Plan, proposed dwelling is 1 0' from garage. See note about design change above.
6) All footings shall be placed in native undisturbed soil.
7) Sh. 8, detail 'E' shows switch, light, and outlet in furnace area.
8) Fireplace information;
a) Sh 4, Note 16, fireplace make I model, ICC number.
b) Sh 2, Left elevation shows clearances.
c) Sh. 2, Lett elevation shows spark arrestor.
d) Sh. 2, Lett elevation. Note added, "No decorative shrouds shall be used."
9) Sh. 2, 100 amp. Service noted.
Sh. I, Panel coordinated with plan.
I 0) Sh. 8, Gas pipe diagram shown.
11-25) Sh 2, Green Building Code Requirements added. Sh. 4, Added fixture flow rate table.
26) Sh. 9, MF-1 R forms added. (I have yet to find the applicable code where the CEC requires MF-1 R
forms to be made part of the plans.)
27) Sh 8, Detail 'G'
28) -Sh. 8, pipe design
-Sh. 8, Detail 'G'
29) Sh 8, Detail 'G' Note 5 added
30 ) Residential Ventilation Requirements
Sh 4, Kitchen Lighting shall be High E!Ttcacy. Electro-mech note '1 0'
Sh 4, Bathroom Lighting shall be High E!Ttcacy Electro-mech note '11'
Sh 4, Garage. Laundry, and Utility Rm. Lighting shall be High E!Ttcacy and controlled by
occupancy sensor. Electro-mech note '12a'
Sh 4, Other rooms shall be High Eftlcacy Electro-mech note '12b'
Sh 4, Outdoor lighting fixtures shall be High Eftlcacy. Electro-mech note '12c'
All lighting note have been cross referenced on the plans.
31) Residential Ventilation Requirements
Sh. 4, Kitchen exhaust fan. Shown at kitchen stove. Electro-mech note '23'
Sh. 4, Bathroom exhaust fan. Shown in bathroom. Electro-mech note '2'
Sh. 4, Mechanical whole house fan. I 00 cfin, 3 Sone, kitchen hood shown above kitchen stove.
32) Mandatory Mechanical design requirements: ES 150.0
Sh. 10, Energy Pro sottware uses ASHRAE method for HVAC sizing See page 15, limn
'"Room Heating Peak Loads" which shows total peak heating loss.
Sh. 1, HERS testing noted for Duct System sealing and leakage as well as IAQ
33) Sh. 4, top right. Added heater information.
RECEIVED
.JAN l3 2015
CITY OF CARLSBAD
BUILDING DIVISION
,A
~
THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.
Top chord 2x4 DF-L #1 &Bel.(g)
Bot chord 2x4 DF-L #1&Bet.(g)
Webs 2x4 DF-L #1 &Bet.(g)
110 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=8.4
psf, wind BC DL=6.0 psf.
Connectors in green lumber (g) designed using NDSffPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design.
Calculated horizontal deflection is 0.22" due to live load and 0.54" due to dead load.
MAX CSI: TC = 0.51, BC = 0.78, WEBS = 0.27.
Bottom chord checked for 10.00 psf non-concurrent live load.
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
CHORD SPACING(IN OC) START(FT) END(FT)
Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 2.00.
Calculated vertical deflection is 0.45" due to live load and 1.08" due to dead load at X= 13-9-0.
BC 120 0.15 27.35
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
5'9" 4'4" 3'8" 3'8" 4'4"
"'6X6
T
"' ~ " 1 """?15
8'2" 5'7"
R=1339# RL=891-89# W=3"8 5~{s~/J (Rigid Surface)
DESC. = S27T4S2
PL T. TYP.-WAVEIR
.('\. ~ .... --........:.;._ .A
DESIGN CRIT~CBC2013!TPI-2007 FT/RT=20%(0%}110(0} QTY= 1 TOTAL= 1
Trusses require extreme care in fabricating, handling, shippmg, installing and bracing. Refer to and follow the latest edit1on of BCSI
(Building Component Safety Information. by TPI and WTCA) for safety pract1ces prior to performing these functions. Installers snail provide
temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
a properly attached rigid ceil1ng. Locations shown for permanent lateral restraint of webs shall have bracing Installed per 8CSI sections 83,
87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be respons1ble for any dev1at1on from this drawmg, any failure to build the truss
1n conformance With ANSI!TPI 1, or for handling, shippmg, mstallation & brac1ng of trusses.
A seal on thla drawing or cover page listing this drawing, Indicates acceptance of professional engineering reaponslbllity solely for the dugn ohown. Tho oultoblllty ond u11 of thlo drowlng for any otructuro lo tho rooponolblllty of tho Building Doolgnor per ANSIITPI1 Soc.2.
For more 1nformat1on see this job's general notes page and these web sites:
ITWBCG: w.v.v_____._l1Wca.com~ TPI: w.vwJoi.nst.or.o.;. WTCA: w.v.v sbcin.~m~ ICC: WW'N.i~rq
5'9"
8'2"
R=1339# W=3"8
(Rigid Suriace)
REV. 13.02.05.0209.13
TC LL 20.0psf
TCDL 14.0psf
BC DL 10.0psf
BC LL O.Opsf
TOT.LD. 44.0psf
DUR.FAC. 1.25
SPACING 24.0"
T
~
1
SEQ= 143664
SCALE =0.2500
REF
12-29-2014
DRWG
0/ALEN. 270600
JOB#: GUESTHOU
TYPE SCIS
I -"
THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.
Top chord 2x4 DF-L #1 &Bet.(g)
Bot chord 2x4 DF-L #1&Bet.(g)
Webs 2x4 DF-L #1 &Bet.(g)
Connectors in green lumber (g) designed using NDS/TPI reduction factors.
MAX CSI: TC = 0.27, BC = 0.99, WEBS= 0.00.
110 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=8.4
psf, wind BC DL=6.0 psf.
Truss spaced at 24.0" OC designed to support 2-0-0 top chord outlookers. Cladding load shall not exceed 10.00 PSF. Top
chord must not be cut or notched.
All plates are 2X3 except as noted.
Negative reaction(s) of -640# MAX. (See below) Requires uplift connection.
Truss transfers a maximum horizontal load of
3000 # ( 109.09 plf) along top chord, from either
direction, to supports where indicated. Diaphragm and
connections are to be designed by Engineer of Record.
Drag Loads: Force(#) (PLF) Mbr Start End
Case 1: 3000 109.09 TC 0.00 27.50
3000 BC 0.00
Wind loads and reactions based on MWFRS with additional C&C member design.
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
See DWGS A11515ENC1002012, GBLLETIN0212, & GABRST100212 for more requirements.
CHORD SPACING(IN OC) START(FT) Bottom chord checked for 10.00 psf non-concurrent live load.
BC 83 0.15
BC 84 13.75
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
END(FT)
13.75
27.21 Deftection meets L/240 live and L/180 total load. Creep increase factor for dead load is 2.00.
Shim all supports to solid bearing.
1-1'4" -1 1-1'4" -1 1-1'4" -1
1-1'4" -1
1-1'4" -1 1-1'4" -1 1-1'4" -1
T
"' 0
" 1
l---4' 1'4"-1 1-1'4" -1 I-1'9"-+ 1'9'" ---1 1-1'4" -1
R=555# Rw=1145# U=641# RL=3001/-3001# W=3"8
(Rigid Surface) R=142plf U=100plf W=13'5"8
(Rigid Surface)
DESC. = S27T4S2GEF
PL T. TYP.-WAVE/R oESIGNCRtT-csczo13!TPt-2007FTIRT=20%(0%Jt1o(OJ QTY= 1 TOTAL= 1
.,WARNINQI** READ AND FOL.L.OW AL.L. NOTES ON THIS DRAWINQI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TH! INSTALLeRS.
Trusses requ1re extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI
(Bwlding Component Safety Information. by TPI and WTCA) for safety practices prior to performing these functions. Installers shall prov1de
temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
a properly attached rigid ce1ling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 83,
87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be respons1ble for any deviat100 from th1s drawmg, any failure to build the truss
in conformance With ANSifTPI 1, or for handling, shipping, installation & brac1ng of trusses.
deaig: ::!n~ ~~: ::~ff;r.:v~~~~~~!~ 1;~~=::r.~~=~~~~C~':t~~~~~~~~~n~~=~~~~71T~:~~Y~:.~'
For more information see this job's general notes page and these web s1tes:
ITWBCG: WWW.Itwb:cg,com; TPI: ww..v.toiost.ora: WTCA: W'NW~sl!Y..CQm;_ ICC: w.vw.iccsafe.ora
1-1'4" -1 1-1"4" 4' ----1
R=140plf U=100plf W=13'5"8
{Rigid Surface)
R=584# U=60# W=3"8
(Rigid Suriace)
REV. 13.02.05.0209.13
TC LL
TC DL
BC DL
BC LL
TOT.LD.
DUR.FAC.
20.0psf
14.0psf
10.0psf
O.Opsf
44.0psf
1.25
SPACING 24.0"
I
~
1
SEQ= 143668
SCALE =0.2500
REF
DATE 12-29-2014
DRWG
0/A LEN. 270600
JOB#: GUESTHOU
TYPE GABL
(City of
Carlsbad
CERTIFICATION OF
SCHOOL FEES PAID
B-34
Development Services
Building Department
1635 Faraday Avenue
760-602-2719
www.carlsbadca.gov
This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City
prior to issuing a building permit. The City will not issue any building permit without a completed school fee form.
Project Name Hitchman Residence Proiect ID: CT/MS:
Building Permit
Plan Check Number: ....::Co...:B=-1::....:4=3=2=-20=------------------------
Project Address: -=2=8=8=2'-"H..:..:i'o::Jg"-'h=la::..:..n=d,_,D=r,_,_. ____________________ _
A.P.N _1~5=6~-2~0=0~-1~8~-0~0~----------------------------------------
Project Applicant
(OwnerName): _T~i=m~H=it~c~hm~a~"------------------------
Project Description: Second Dwelling Unit
Building Type _uR.s;e2s~id!..!ie:.!..!n!!.!ti!S!aLI -----------------------
Residential: NEW DWELLING UNIT(S)
Square Feet of Living Area in New Dwelling/s
Second Dwelling Unit: 640 Square Feet of Living Area in SOU
Residential Additions: Net Square Feet New Area
Commercial/Industrial: Net Square Feet New Area
City Certification of
Date 1/6/2015 Applicant Information: JfiU'll!!t Alttw -----------------------------
SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD
~Carlsbad Unified School District
6225 El Camino Real
Carlsbad CA 92009 (760-331-5000)
D Encinitas Union School District
1 01 South Rancho Santa Fe Rd
Encinitas, CA 92024
(760-944-4300 x1166)
B-34
D Vista Unified School District D San Marcos Unified School District
1234 Arcadia Drive 2 5 5 P i c o A v e S t e . 1 0 0
Vista CA 92083 (760-726-2170) xt San Marcos, CA 92069 (760-290-2649)
2222 Contact: Nancy Dolce (By Appt. Only)
D San Dieguito Union High School District-By Appointment Only
684 Requeza Dr.
Encinitas, CA 92024
(760-753-6491 X 5514 )
Page 1 of 2 Rev. 03/09
Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury
that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner
will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of
dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage
is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the
person executing this declaration is authorized to sign on behalf of the Owner.
SCHOOL DISTRICT SCHOOL FEE CERTIFICATION
(To be completed by the school district(s))
***************************************************************************************************
THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE
PROJECT HAVE BEEN OR WILL BE SATISFIED.
SCHOOL DISTRICT:
The undersigned, being duly authorized by the applicable School District, certifies that
the developer, builder, or owner has satisfied the obligation for school facilities. This is
to certify that the applicant listed on page 1 has paid all amounts or completed other
applicable school mitigation determined by the School District. The City may issue
building permits for this project.
SIGNATURE OF AUTHORIZED SCHOOL
DISTRICT OFFICIAL
TITLE
NAME OF SCHOOL DISTRICT
DATE
PHONE NUMBER
('J c t{ <\ . J .I c JY ~ k
/. OS :::> '-'-vu \ ,, /\ ;:t. 1 . hi h"",)
' t<)?·d ~ ± I """1/\...
CARLSBAD UNIFIED SCHOOL DISTRICT
6225 EL CAMINO REAL
CARLSBAD, CA 92009
I --l -~ ·-l .s --.
'1 Lc (j 6') l-··S:t'~OC)
Signature: ~ nate ;/;~ r-I
B-34 Page 2 of 2 Rev. 03/09
.. ~. <:' ':..:· ~ CITY OF
PLUMBING,
ELECTRICAL,
MECHANICAL
WORKSHEET
Development Services
Building Division
1635 Faraday Avenue
760-602-2719
www.carlsbadca.gov
Building@carlsbadca.gov CARLSB 8-18
Project Address: Permit No.:
Information provided below refers to worR being done on the above mentioned permit only.
This form must be completed and returned to the Building Division before the permit can be issued.
B-18
Building Dept. Fax: (760) 602-8558
Number of new or relocated fixtures, traps, or floor drains ....................................................... ~
New building sewer line? ......................................................................................... Yes __ No /
Number of new roof drains? ............................................................................................................... ___Q
Install/alter water line? ......................................................................................................................... _Q__
Number of new water heaters? ......................................................................................................... __L__
Number of new, relocated or replaced gas outlets?.................................................................... 3
Number of new hose bibs? .................................................................................................................. _j_
Residential Permits:
New/expanded service: Number of new amps: 6D Am f'
Minor Remodel only: Yes__ No
Commercial/Industrial:
Tenant Improvement: Number of existing amps involved in this project:
Number of new amps involved in this project:
New Construction: Amps per Panel:
tAl/A
f0{.~
Single Phase ............................................................... Number of new amperes Sf) ,4 Vi'. fM
Three Phase ................................................................. Number of new amperes _______ _
Three Phase 480 ........................................................ Number of new amperes _______ _
Number of new furnaces, A/C, or heat pumps? ............................................................................ _L
New or relocated duct worl:?? .......................................................................... Yes /' No __ _
Number of new fireplaces? ................................................................................................................. _L_
Number of new exhaust fans? ............................................................................................................ _d.__
Relocate/install vent?............................................................................................................................ _L_
Number of new exhaust hoods? ........................................................................................................ _/_
Number of new boilers or compressors? ........................................................... Number of HP f'-'1/J
Page 1 of 1 Rev. 03/09
OTES:
1) This project will comply with the following California Building
codes:
-.2013 California Residential Code and/or.2013 California Building
Code as applicable
-.2013 California Green Building Standards Code
-.2013 California Electrical Code
-.2013 California Plumbing Code
-.2013 California Fire Code
-.2013 California Building Energy Efficiency Standards
.2) THIS PROJECT IS SERVED BY CITY SE}I'IER, SDG&E
ELECTRICAL GRID, AND SDG&E NATRUAL GAS
3) A MINIMUM OF 50% OF ALL CONSTRUCTION }I'IASTE SHALL
BE RECYCLED OR SALVAGED FOR REUSE.
4) Submittal documents for deferred submittal items shall be
submitted to the registered design professional In responsible
charge, who shall review them and forward them to the building
official with a notation indicating that the deferred submittal
documents have been reviewed and that they have been found to
be In general conformance with the design of the building. The
I deferred submittal items shall NOT be installed until their design
1 and submittal documents have been approved by the building
1 official.
II 5)Landscape lrregatlon water ,~se shall have weather or soli based
controllers. CGC 4.304.1 \
'
'2 ::! .&\
J c: ~ I \ e .21),, a. :t:: ...:: c: . a. -c-"' c Q) .2 -a--~ g ~ ca "
.... ~ ! i a; 'B/ z a; "' :i -~~ c c Q) -· /
U Q) :t:: . /G) =\ .--(/) ;/~ca· -,/ ~
ENERGY EFFICIENCY NOTES DEFERRED SUBMITTAL PLAN INDEX
HERS VERIFICATION REGUIRED FOR: 1) PLOT PLAN I TITLE SHEET/ BMPs
2) ELVATIONS/ GREEN BLD'G STANDARDS FIRE SPRINKLERS
• Dud sealing and leakage test
• Indoor air quality Ventilation
INSULATION
R-1:1 Y'W-L INSULATION
R-30 GElLING INSULATION
Y'liNDOY'IS
U-FAGTOR • _:lq MAX.
SHGG • .:1"1 MAX.
SPECIAL FEATURES
NO COOLING SYSTEM INGL.UOEO.
SEE NOTE '4' ON THIS SHEET
..
/-~---\ . ~-'
/' '"b ~-· .. ·:·h' \
3) FOUNDATION PLAN
4) FLOOR PLAN I ELECTRO. MEGH. PLAN
5) FRAMING PLAN
6) ROOF FRAMING PLAN
1) GROSS SECTIONS
8) DETAILS
'I) ENERGY GALGS.
10) ENERGY GALGS.
11) MIN. GONST. SPECS .
(2) STORY STRUCTURE= %0 SF (E)
(2) CAR GARAGE 20' X 24' = 480 SF
REG. ROOM ABOVE = 480 SF
RECEIVED
.l'L Gj . /_// .. ~ 20' X 24' ~t. o. '1fA.\. FEB 0 3 2015 ~<:)((, /·>"'~/ _)~,\ \~ ~
~0' . / " ~ o, %. . . ,., ~((,~ ":JrD ~/ .. " \c o/ '\_ • \ CITY OF CARLSBAD
\~ ~'\ ~< ., ~ "~~ v "0. 6~ / BU!LD1f\lG D\VIS!ON
_./// . ~ _./ "\ ./ , TO FOUNDATION
// . ~ ~ • //;_,/ ,"';<· :>/ « ~ \\ ~co. • / ,_ '···". 1$.,• ~ ,, ' ~... • \ /;/ • -::::\ -::<·: :;;_.., 1 .. ' , 1>. """ PROPOSED 2ND ~:... · ~"'*' . -;::>:< ( "· ... , -H-, i : 1r·~~b,~ ,.,.A -;rtr DV'iELLING UNIT
/ .-~~ // •• ··' ,> / I I I ' I I~" •._<!':\. / // ~ ~ /:/ \, -, / r_t I I 1/' \ \.
SCOPE OF WORK
1 )BUILD NEV'l2ND DV'lELLING UNIT = 640 SF
'BEDROOMS= 1
• FLOOR AREA = 640
2) BUILD ATTACHED STARAGE AREA= 110 SF
3) BUILD NEV'l GROUND LEVEL V'lOODEN
DECK= 452 SF
AREA CALCULATIONS
MAIN HOUSE= 1854 SF (E)
(2) STORY STRUCTURE = %0 SF (E)
-(2) GAR GARAGE 20' X 24' = 480 SF
·REG. ROOM ABOVE = 480 SF
NEV'l2ND DV'lELLING UNIT= 631.5 SF
NEV'l STORAGE ROOM = 105 SF
NEV'l V'lOODEN DECK = 452 SF
TOTAL LOT COVERAGE= 352'1 I '1660 X 100 =
PROPERTY OWNER
TIM & ANH HITCHMAN
2880 HIGHLAND DR.
CARLSBAD, GA '12008
SITE ADDRESS
(SAME AS ABOVE)
CONTRACTOR/CONTACT /_.~~/ / .,:.:<,<J /•.;:::• \ >/ i I I "'-" ~ ~ \ ,\ /' _ _/.· . .. _.,'<-« /:::"" •• • 1 _;~ .. ...._ ...._2i'6'X2i'= 1425SF.. . c·t f r-ar\sbad
·/// -~ """ .. 7'"7 ''\ x "~ • '-~~~~ '-, .:::-_' I y 0 v ~:->... .$',_ / \ ·~ . ,tJ.ra '\~ ·~~ ~ / Building Division MONTEMuRo DESIGNANDGONSTRucTJON
. . / _. : ... / _. · <~ ~ '-. '-. • 7 PROPOSED STORA6E ROOM 28884 V'lELGOME VIEV'l ' •: / ~ /' 1--,..: _.. -~ '\ '-. '-. '-. q•4 'X 11'3 • 105 SF ... . ../\ "1: . \ 16 ~ "'.;_ ~ / . · ., I), .. , €} ~· "Gt~ ESCONDIDO. GA '12026
0
, ~ \ 1-..-_. .. >.~--'-1! \' '· <(}, t.. I;J 61'1-306-0113
/ \ ~-\ _.. ~~cr · fr/.-LIG.Ii54'1301 ~ \ · '0 \ ,,<!-'<> TO FOUNDATION 0'"
<;.-, " \ /""'.,,......,. ...... tV -APPRO\/ED sv-~· '<"'"'\/ ·~ \ ~ • i.i::'.:i:."('.:;•••u"'-, y "'""':'""""""" ,o'/ . I . -----·------UTHQR
• <i'~ ~i1.l \ .?. , """'"'"~'" \ / :;~r-C-· 7 APN 156 200 180 ~C' '\.1r1 \\ / "-' / /~ 1~&0~ , / ·-ISSUED BY'--~---------------"~" 1' I +t l-) ~ \ • . . v~,<J <_,../-
:( 1 1 ~.+ ry ~ / ~ / · :~ I J 1~1 I 1\ , \ // :;y .
/ ,'),d"\trf 11 11}\ .y/ ~ ~
MIKE MITCHELL
RESIDENTIAL DESIGNS
PO BOX411
VALLEY GENTER, GA '12082
160-484-0181
_, .!l , . . / U)
D.. 05J ~-D.. iO' /~· o_M ~ .
-g.'>F. / ->-, ·-LL -
~ ..... · . r ll'lli-111~~-·--/ -~ , <:.~() >o~~-PAR J, ll I rrll I ~ / ~ ,":Jro 0~ 0 \(1e~· ~-.. \ll r, I 1 f1
• }· //. • ~ · · ~~ VICINITY MAP LEGEND ~·~ ,-o ca c .c. CLl ~ .• .0 c. .• .S > ca ~ ,_ ,_
... ; .c. , ... / Q) tt <( ~ Q. \-_).. > ·-Q. W \;: /:5 ·-c. · ,_ o ca
U ~-~E ow-e -s;:-, m ca o ,_ <t:"'C
.... ~\(I) c. (.) ~ :t::=-? 0 o :;e ~ ~ .E c E ~ -...:: fa-Q) Q) ..Q Q) .. 0 \ >-. - -:::l ·-Q) --ca -> c: ...:: .:cu :::l ... • w U') Q)
.2-:sc:rg. (.)~~
1i -~a>\ Q) Q) ~. fi~ , m r;: -:c! , w .... c:ca ca c
:::l ..Q <:::::g ·-\ .!: -:c .!2 Q) '£.._ ', :c Q) .
Q) £ ~ -N M' (i) Ul :t:: . ·-c "0 .c ..C.C U.Q)C-!1
f-0 \~ -~ 8 0 . -
-i \ E .
C)
i
§ tl' c: .
~
i -ca c
•
· l I ~ J, 1 -" , -,~/ •• ~.:~v
'!,660 SF Jd I J 1>,:· -/ ''""' \; l )./'/ . ' .
,!0 / ·~ ---~-/pROPOSED
~ Jl'.tOODEN DECK
i' I
~
v
5GALE 1 .. = 20•
DRAINAGE 1../NES 1%
-.f.?/-1---. -·
I"ROI"ER7Y LINES
fJVIL!JING SETBACK
EXISTING fJVIL!JINGS
[/77J c_L/
I"R01"05E!J fJVIL!J!NG
--GV-------6/.J-----
GAS UN!JERGROVN!J
/\ s~ / ~~ ~~/
~ ~ ~
~ ~ <)~ 0~
--j\'-0"'
~"'<) ~y"; (.l'
CARLSBAD '-!'
36.5%
~ ~
0
o{
UJ \l)!z zw .. I~ u ~~*~ I ~l;t;i:;; I ~~i=~c; I ..... z .... I ,., lw o;;!; ,._ n-..,. ~linlllc, I o.: I~ :t ~ !
I
I I
.• I ~ I ~u 'S ~
I I
II 1
I .,_1
I UJ I
I UJ I
I Z1
I \f) I
UJI
_J
..... P$ I .....
z :5:~ ~ .I -
l-!
\i)~ ,--tJ
I W I --+i \0
:::::)
(.)
J:
1--
\0 w
:::::)
\!)
D! a
a z :5 J:
\!)
J:
~
L ---if[llllitll ~~----~:~11·~, :~1 ~~~~r-~
11 •• II ·.. II II ·. 111 •
II •·. I :fill ___ 1111 30/16 R5 IIILd II .·· IJ
111-.· · ~· -! ~~~· 40t3o Rs II
I
I .·. . . 40/40 R5 . I . . .. I
. I ~
\:: _____ · _________ 21'-0" --------------.. ___ _
I I
I I
I
I
I
I
j I
I I
I I
I I
I
I
FRONT ELEVATION ( SJt'i)
-'----c-'---
E2:i---"---
f-------in i!
II I II --Fr.
,mE,
1 ' ~
1
II
I ll . I
j II ~!L_jll .1 sot6asGo 1 u]
50/68 FRENC.H I _I I '
1 I
j
L __ _
REAR ELEVATION ( NE)
I SCALE 3/1b" .. 1' ~---------------~------~====~-----~
-"--.. , ___ _
Decorative shroud shall not
be installed at the
termination of chimney.
TO.f' OF CHIMNEY SHALL HAVE
24" CLEARANCE Y"'ITHIN 10'
m RADIUS
~-=t-------------------, Approved spark arrestors
shall be Installed on all
chimneys. CRC Section
R1003.'l.
h 2r min.
I =I .1=---------------,--~
leg min. __ ~~
I !+~/-~~~--~ ~
~--r'
C.IELIN6 LINE cci·······-
~
111 't~~~I100SQ IN
.
I 5TUC.C.O ITorAL><tN
II -. I
I / Y«P I il s _______ jml
CLASS·~ MIN. FIRE RATED
. ASSEMBLY, CONCRETE TILE TO
""' · MATCH EXIST'G HOUSE, EAGLE
-.TILE ESR-1'l00
]'
1lJ
1&'
r----------~~---~---21'-6"·--~------------,">
'!'
I
I
I
..--. (o
LEFT ELEVATION ( NJt'i) 6" MIN. FALL fl'jiTHIN 10'
(TOY"'ARDS GARAGE)
.. -~--:.~~~J-~~ ~~ ~-~~~~~~-~ ·---~--~
~-
i
Y<IP
!8
L__ _______ _
RIGHT ELEVATION ( SE)
~--
',, __ ,
40140 R5
__ . ~-~J·
II
II
. II
. II
Ill
------------~~--
INDIC.ATE5 BRAC.ED Y'lALL PANEL LOC.ATION5
I §
I (;!
I ~
I ~
I
ll) 1-z~
5.: I*~
11:11 ~ ll:l ~ -'-' "' I<( <( :;; I ~-> ~ ~ 1--oo I ~I~ s :t !tin~...~\lime. 0.:1&!~~:
I
I
i I
I I
I I
~ ~ ~ ~
\J) z
<:)
~ UJ -I
UJ
I
L_-----1
I I GREEN BUILDING GODE REQUIREMENTS
I
I
I
I
UJ \J)
:::)
<:)
I
1---\J)
UJ
:::)
\!)
1. Storm water drainage/retention during construction:
Pn:>jeds which disturb less than one ac:re of soli shall manage storm water drainage during c.onstructlon tly
one of the following: A. Retention basins. B. l"flere storm water Is conveyed to a public: drainage system,
water shall be filtered by use of a barrier system, wattle or other approved method. GGG 4.106.2.
6. ReGyGllng. Minimum of 50% of c.onslruGIIon waste Is to be reGyGled. GGG 4.40&.1.
14. Indoor lllr qullllty. Bathroom fllns shllll be Energy Star rated, vented dlredly to the outside and controlled 1. ReGyGllng. Gontrador shall submit a Construction i"'aste Management Plan to the jurisdldlon agenGY that by a humidistat. GGG 4.506.1. regulates waste management, per GGG 4.40&.2.
15. Prior to final lnspec:tlon the llc:ensed conlraGtor, architect or engineer In responsible charge of the overall &. Operation and maintenance manulll. Builder Is to provide an operation manual (containing Information for construction must provide to the building department offlcllll uoitten verlf!GIIIIon that 1111 applicable provisions
2. Grading and paving. Site 4"11dlng or drlllnage system LIAII manage 1111 surface water flows to keep water malntlllnlng appliances, etG.) for the ou.w1er at the time of flnallnspeGtlon. GGG 4.41 0.1. from the Green Building Standards Code have been Implemented as part of the construdlon. eGG 1 02.3. from entering buildings (aueles, water collection, French drlllns, elG.). GGG 4.106.3. Exception: Additions not
altering the drainage path. '1. Gas flreplac:e(s) shall be a dlred-vent sealedcombusllon lype. Y'loodstove or pellet stoves must be US EPA 16. Landscape lrregatlon water use shllll have weather or soli based c.ontrollers. GGG 4.304.1. Phase II rated appliances. GGG 4.503.1.
3. Indoor water use. Fl>clures shall comply !.lAth the following table for neu.treplac:ed 11. All new residential units shallllnclude plumbing specifically designed to allow the later Installation of a
fl>clures, per GGG 4.303.1. 10. Pollutant control. During c.onsliUGIIon, ends of dud openings are to be sealed, and mechanical equipment system u.tllch utilizes solar energy as a primary means of healing domestic: potable water. No building-permit
0!: a
a z
:5 I \!)
I FIXTURE FL0fl'j RATES Is to be covered. GGG 4.504.1. shall be Issued unless the plumbing ret~ulred pursuant to this sedlon Is Indicated In the building plans.• See
FIXTURE TYPE MAXIMUM FLOY'j RATE pipe In Gelling of water heater room. Sh. 1 Ln
fl'jater closets 1.2& gallons/flush 11. Pollutant control. VOG's must comply !.lAth the limitations listed In Section 4.504.3 and Tables 4.504.1, 1 1...--l
Urinals 0.5 gallon/flush 4.504.2, 4.504.3 and 4.504.5 for: Adhesives, Paints and Coatings, Carpet and Composition Yllood Products. Ill· N
Showerhead& 2 gpm 0 &o psi GGG 4.504.2. "I 0 1· Lavatory fauc:ets 1.5 gpm 0 60 psl1 ~ .
Kitchen fauc:ets 1.& gpm 0 60 psi 12. Interior moisture c.ontrol. Gonc:rete slabs LIAII be provided !.lAth a capillary break. GGG 4.505.2.1. i::il ~ 1 1
Metering fauc:ets 0.25 gallons per GyGle I I ,
1. Lavatory fauc:ets shall not have a flow rate less than 0.& gpm at 20 psi. 13. Interior moisture c.ontrol. Moisture content of wood shall not exaed 1'1% before It Is enclosed In l-2=_l__l
construc:tlon. The moisture content needs to be certified by one of 3 methods specified In Sedlon 4.505.3. II' ·
4.1"flen a shower Is provided !.lAth multiple shower heads, the sum of flow to all the heads shall not e>«:eed Building materials uAth visible signs of water damage should not be used In c.on51rudlon. The moisture content ...., ') 3 /.' r ' Of .I
12.0 gpm 0 &o psi, or the shower shall be designed so that only one head Is on at a time. GGG 4.303.1.3.2. must be determined by the contractor by one of the methods listed In GGG 4.505.3. . > --'-"' I _
1
1
1 " ,,
I
I
I
I
. '
I
I
I
I
I
I I
I
I
I I
I I
I I
I I
!
I
I
I
I
I
~----------121-2"-=-~-=-==-~ 21'-0"---------
41-611
1
5 1
5 A-A
1
I
k-----4'-6" ~--J
I 1 I
I s !
I I ~ ,..___ STDHD8 ____::_,_ . "?"'---ST.DHD~ ___..,_ _ b....__ ~THD8_ j -~ -~~-~~----~-~-----------~--~-------~-f. . [><j ,------;-::I [:XJ . K ·121 • . I ·, in lr:XJ -·r 1
d) : "i . .; . •, I I
. D II ~----------t----II 1+---------------II Ul ~ s1
• 5 11 1 II I!
1 A II~-~ ~ -1-1 ol 0. _
-.::t IJ) I ln . b' N I I I= = 8 I I CP -.::t
1 I -' 2 • => :?9 1 ·, 4· -o 5 !f I I 1-ot-. f _l_--I I A 1 ~·-------'-
1 II I i I I
I : _L__ I_~ I i. _I_
8
1
l:;--L ___ ---12'-2" _____ ----r;-,_1 I L I
I •
I 5/8" X 10" A.B. 6' O.G. U.N.O@
.--------1 SHEAR, 12" MAX. FROM
Ass 12" o.c. GORNERS OR LESS THAN 1
-3 _I BOLT DIAMETERS FROM 15"·1 1 Ass 12" o.c~
'J 5 I ENDS.(1., EMBEDMENT IN .11
i ~ I GONGRETE) 11 ~
~ ~, ._ I •
1
1 -.::t
~ -r-s-s~---1 •11 B-s 1
N i 1 I ' 1
...-...-
I Co ...-
~ I ~
!
I i
I I I .1'----~-
1 15 .. I 3.5" MIN. THIGK SLAB V'U A j r-6X6JI'l1.4XV'l1.4 Jl'lJI'lM. 2" SAND · 8
,--·r V'4/6MIL. VISQUEEN
#3 BAR@ 24., O.G. EAGH V'lAY I
I ' I
I k------------121-3"------_LI
I _I_ I I
I. A , Tf ~ I •
8 I I I \.1 A1 I I . I I I -8 I
lib I =I I =i I I ::t: ~·I f
fr1. I 9~<f lo 2 It -~-c. 5 A I
. ~ I I I t;"-~. ' I ~ • 8 11 Ul ~ 1 •. ::t: I ~ I -i 1 I
5 • ~ I I 1 1,1 J 1l ~ -. 5 ~
IJ) II. ---------ih I--I T I" .' ~ ----- - ------.II CP
__ [ . . ~f. i; ' -!--[:XJ • • --.vJat --
u-_,
N ...-
j"" . .,.,.. .""!:o..,-.----7: ""'~---~
I 5TDHD8 : i '• STDHD8 i I 5THDB i
I ~ ' 1 A-A ! ~
~---41 "'" 5 I --t,l
41-611 ~---_ 8 .'~-;;-4'-6" -~
FOUNDATION PLAN
FoUNDATioN NaTES
1) 4' GONG SLAB, 2500 PSI@ 28 DAYS
2) #3 GRID@ 24" 0/G EACH JAiAY
3) 4" SAND OR DG BASE, 6 ML. VISQUEEN VAPOR
BARRIER BTJAiN.
4) 1/2" DIAM X 10" AS'S@ 48" 0/G MIN. U.N.O., 2 PER P.G./
MIN. 1" EMBEDOMENT, MAX 12" FROM ENDS, JAil
3"X3"X.22'1" PLATE J.A{ASHERS U.N.O.@ SHEAR J.A{ALLS.
5) ALL HOLD DOJ.A{NS TO J.A{IRED IN PLACE PRIOR TO
FOUNDATION INSPECTION
6) BLDG. OffiCIAL TO CHECK FOR EXPANSIVE SOIL AND
OTHER CONDITIONS@ FOUN. INSPECTION
1) HORIZONTAL DISTANCE FROM BOTTOM LEADING
EDGE Of FOOTING TO DAYLIGHT SHALL BE 1'-0" MIN.
"' ~
I 0
I ~ 1 lllz
ZUJ >Du 5..: ;:n >-~~':I I ~~~ ~ § I ~ I-"' 0 I ~ lffi t; :i; ,._a-.,.. I ~~trim~ ~~~~r-1
I :
I I
.., I ~ I ~ I ~
II I
I
I
I
z :s
0..
z
C)
i=
II (§
I z 16
I u..
I
I
I
I I ----1
w
\f)
:)
C) :r ....
\f) w :)
\!)
li a
a z
:5 :r
\!)
I :r I
1~1 ~~~~ ~I ·I 1::1 N I A~·/ ~~~~ / . I~
7 4r: =--~o/?-'"'~,-JJ 011 ,.,
I I
!. I
I
I
I
~ I
r-N
~----------12~-2" ---------:r'::_' _ __': ______ r---. 14~-1 O"-q~_q" =-=========~
41 10"---~~-5IOII . ··1:2l4ll._l_. ___ 5l1ll_ .· 51011 -.I-. 4IQII __ . __ ;
Co I -...-...-
~
FAU ABOVE LAUNDRY,
PROVIDE 3b" Y'<ORK
C.LEARANC.E ON
C.LOSET SIDE. NO AC..
PROVIDE SY'<ITC.HED
LIGHT AND ELTC.TRI~
OUTLET 41 111 I .. L'_'j L_l_j t----=::_:---.f,l:;l
_ /D' GAS J 11 u--\8-;-
1 '----~~/
-~--11 --~--r-;':;1.. -· ·· I -~ ~
1 5" d ' !lf21l lj ' I r21 LANDING 5'--"' II 1 i · rop \'11~ LANDING 5' x 3' IO ~ ;v I] = , 1 ·~· ITt'. 1_1 1.5" drop ' 'II ;g :::
· , 5068 SGD !leo ,--,I 'I ',?068 SGD·1 .. ~ ~ ~ I n2c 1 1 -t ....,..
TEMPERED TEMPERED
ENTRY
BEDROOM 1 ~ )/18" MIN. STONE OR TILE HEARTH
l5l L_.j
1281311
FINISHED
C.ARPET
~ ~
C02
[3 i[4 I
2668 1 I
II VENT
I
I I,__,
,..---l___
lll§J
LIVING ROOM
151
N (E'\ -, :::J
1.= ----'8~
,' SD) ~; ~0; ~ §~
FINISHED
V'l/ NG HVAC.
C.ARPET
q• PLATES
VAULTED -r-N'..--c·c-----"--._~ oe5 ==--
_. -1 G" /f~\ 1-dJ Co;._{ f 'D_*
-1 -1 \ 8 ;\ 8 / UJ N
N ~'--~----._ ~ ~
Co I
...-...-
!\ >
Co I Co
-+--· l
-D ('() --\!}
-I _x If) ~ I~ m I ~ . D t-----+-~ B1l-l I ~ I I /-'-11
dJ ~ ('()
a
I Ln
i'-1"----
INSULATE JI'IALLS
STORAGE
~
I I}J[i]
l_qll¥--51-511 ---.-'
2668
i 2:61
ITlill ~
BATH
1131341 ~
FLOOR PLAN lg 4040RS i
1
i 3016RS i
$11 TEMPERED 1 1 0" 2"-1' I ~vAL.t: 1/ -, __ 41-QII -~-TYP.
r--.
,---;
TYP. ~ rw
§11 l""'_'j
,----1 li!J
.. JJ
';~
KITGHENw
l_'_ _ _j
l4ol ~
,--,
~
100 CFM
INTERMITTENT
Y'iHOLE HOUSE
FAN, 3 "SONE"
4030RS
[lQJ
TYP.
dJ -.() ~ N
--1
I
T . -41-011 -~c2'-1':':J
ALL LIGTING ON THIS PROJECT
SHALL BE HIGH EFFICACY
41-0" -~"'-L1 1-B1'~ 31-0" ~r 31-1 0"
'11-011 -·-··---51-6"-'11-11 II 21 1" ~--·"'i
ELECTRICAL LEGEND
-If\-
.... ·~· ""
::0
CEILING FAN W/FLOURESCENT
LIGHT ON SEPARATE SWITCHES.
FLUORESCENT UGHT FIXTURE
SINGLE POLE SWITCH
SMOKE DETECTOR, C02 ALARM .
INTERCONNECTED AND HARDWIRED WITH
BA ITERY BACKUP.
1l0V DUPLEX RECEPTACLE
~INDO~ TYPE LEGEND:
SH • SINGLE HUNG
RS • RIGHT SLIDING
FX • FIXED GLASS
SGD • SLIDING GLASS DOOR
SO • SOLID DOOR
U-FACTOR LABEl. • .3'l MIN.
SHGC. LABEl. • .31 MIN.
NOTE: AT LEAST ONE Y'<INDOI"'
PANE OF EVER'!' i"'INDOY'<
SHAll. BE OF TEMPERED
GLASS
211-011 ------~·,..;
FIXTURE FLO~ RATES
Fixtures shall comply with the following table for newlreplac:ed
fbctures, per C.GC. 4.309.1.
l"'ater Glosets 1.2a gallons/flush
Urinals 0.5 gallon/flush
Showerhead& 2 gpm 0 ao psi
!.avalon,! faucets 1.5 gpm 0 60 psl1
KI!Ghen fauc:ets 1.8 gpm 0 60 psi
Metering fauc:ets 0.25 gallons per cyGie
1 . J..avatory faUGels shall not have a flow rate less than 0.8 gpm at 20 psi.
If) 0! 0 ~ 0 ~
.
~
VVP
= ..-
I
~
a I ~
----+-
i 61, ln I i-
TYP.
-.{) I i-...-
I
HEATING SYSTEM:
LENNOX MODEl.-TUM'!SSN, NATURAl.
GAS FAU, 80% AFUE
~ I i-N
[1]
[?]
QJ
[i]
~~
[ID
ITi
[ID
[ill
~
[Ii]
~
§
~
@l
[i4J
ELEC.TRO-MECoH NOTES
HYAC.-SPLIT NATURAL GAS SYSTEM IN ATTIC SEE ENERGY CALCS .. PART 0~'< .,..HESE
PLANS.
The bathroom fan shall oe controlled by a '1umidstat. tie Energy Star rated, and vented d1recU~:~ to the
outside. tJnless the far is part of the wHole l'lo~.<se ventilation system. min exhaust rate 50 C.=::Jv!
AND SHALL BE 'Vto.TED A"~" 3 0 SONES OR LESS C.MC. CHAF'TER4, CGBS CHAPTER 4, DIY
45
SMOKE DETEC.TORS, INTERCONNECTED AND HARD JAil RED (PER CRC. 10!.314 4) l"iiTH
BATTERY BACKUP SHALL BE IN5TA..LL::.D V'IITH/N E.A.CH SLEEPING ROOM AND OUTSIDE
::ACH SEPARAT:: SLEEPING AREA IN IMMEDIA':E VIGINJ';y OF BED'<00M5 AND SHALL
C.OMPLY V"'ITH UL 211 AND NFPA.. 12
C.ARBON MONOXIDE ALARMS, INT::RCONNEC.TED AND HARD V"'IRED V"'ITH BA7TER'r"
BACKUP SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA IN IMMEDIATE
VICINIT"r" O!= BEDROOMS AND SHALL COMPLY Jl'i/UL 2034, UL 2015 AND/OR NFPA 120
All 125-volt Single phase, 15 and 20 amp circuits installed in oedrooms, livin9 rooms, family n?Oms,
dens and similar llvinc;J areas shall be protected tJy an arc-fault-ctrc.;tt-interTupter(s), (A!=C.I) PER CEC 210-12
PROVIDE G ~.1. PROTECTION TO ALL 120 VOLT, 15 AND 20 AMP RECEPTACLES INSTALLED
OUTDOORS, IN BATHROOMS, A..T KITCHEN COUNTER TOP SURFACES. V'tiTHIN b' Q<= A BAR
OR LJTIL TV SINKS. AND IN GARA.GES
An Intermittent~!., or GOI"ltinuouslyooeratinq loc.al mechanical exhaust sa.,;stem (UJith outdoor air) shall be
installed in ea.d1l:itchen and oatnroom c.omph.jn9 UAth ASHRAE Standard 62 2 as adopted by the California Energy Commission lntermitten: local ventilation exhaust airflo..u rates shall Oe 50 cfm it'1
batrtrooms
JNSULA.TJON R·13 V'l.ALLS, 'i!-30 ATTIC
LPG appliances r.ot allowed in cra.ulspaces, pits, or t:;Jasements, LPG PIPing not aiJOLUed II"! s!abswit!'lln
structure. (C.MC 303 1)
Kitchens: Lighting fixtures shOUJn on floor or utility plans shall demonstrate at !east 50% of total kltchen
liqnting u;attage is high-effic.ac.y
Compliance ·AI! kitchen tigl1ti1"!9 in this ProjeGt shall t:Je ''1i9h·effiGaGy
Bathrooms: Lighting fixn..res and su.Jikhes shol.un on floor or utility plans shall demonstrate the
follou.Ang:
• At least one high-efficaG.::~ fixtvre shall oe installed in eacn bathroom
• A.ll other t~athroom lignting Shall oe high efficacy or controlled by a vac.i¥'c.y sersor
Compliance -AJI batt'lroom 1/gnting in trl/s projed shall be ni9h-effica~
Garages, la.,ndry rooms, and utili~ rooms Ltgnting fixtl.ires and SUJil:Ghes Si"'O!.UI"! on floor or "'tllity
olans shall demonstrate a!! lighting is h1911 efficacy and controlled t:Jy a vac.aney sensor
C.Ompfiai"!Ge -AJI gai'G!I9e, laundry room. and t..tility room l1g11tin9 in this prOJect snail oe niqn-efficac.y
and controlled oy vacancy .sensor
Rooms other tnan k1tcnens, t::Jathrooms. garaqes. laundry rooms, or L<tifity rooms· Lighting fixtures at1d
switc.nes sncwn on floor or utilit:.; plans shall demonstrate allliqhtlnc;J ts ni9h efflcac.y or controlled 01:1
either a vacancy sensor or dimmer =:xceptioo: Closets less than 10 sf
OL<tdoor ligntirg· Lu;jl"ltin9 fixtures and witc.nes shOI..lm on floor or tJtility olans shall demol"!strate all
llghtlng is high efficacy
Exc.eotion. LWJ-efflcac.y lighting controlled by a motion se!'lsor 211d either a photocell or an
astronomical time dod
A mecnanlca! exha.Jst sa.,;stem. supply system, or combination thereof shall t:Je installed for each
du;elling unit to prov1de whole-building ventilation with ouWoor air wmph,jnq UJ!th ASHRAE Standard
62 2-2001 as adopted by the California Energy Commission COMPLIANC.E KITCHEN S-:"OVE
:::XHAUST ~AN
~
I
C> \;:!
<( \) I .
I Rj
I I \l) !z zw ~~*~ ltll~':l
!=:! -' ~l!!l~>~ ... I~ re C? ~ wa;z !.li a-.,. !leliilmc, llr1 ~~~
II
I
I
I
I
I
I
I .. I ~ I ~ I "S: ~
I I
I I
I I
I I
() I ~I t>l
UJ I
-1 I
~ 22"X30"M/N.A;;IC.AGCESS @~~g BURNING O!REPLACE, HEARTH ~ND HOME MODEL "CONSTITUTION" EP' P"'ASE II
~~I :5
Q_
G2J PROPERTY IS CONNECT:::D TO SDG&E EL:::CTRICAL GRID ~~
()Jl N ~ PROPERTY IS SERVICED BY SDG&E GAS ()hl I Co ~
~
i2:iJ
ELEG. PO~ER~
SUB. PANEL ~
100 AMP. MIN.
§
§
~
~
l3sl
~
~
~
~
~
@_iJ
:g
@]
~
:=oR KITC~-<EN, BATH, A~D OTHER .$<HAUST :::AN5. SIZE THE DUCTS PER ASI-tRAE 62 2,
"~"ABLE 11 oR ... ""au: 4;~ a~ ... HE 2~03 "!.ESIDENTIAL C0"-1PLJANCE "''ANUAL Eve~ sleeping room sJI. 'lave at let+ Ot'le operal:;!le wit1dow or door fo,. emerqet1~ escape or
:~~:e~~ ~~:~rd\llr::~~!~!~~~b=l~r~~~ ~~nO:idC:~~~t ~;:s:.! ~:~~~h;~ave a
m1nim"m net clear operc:V!e area of 51 square feet, 50 square feet for grourd floor opertirr:iS The ------.
minimum net dear opel"lif'1g l'leigr.t Shall oe 24 ~
An electncal cirwit card Sl"all t:Je completed prior to ~ea ... esb!'lg rougn f<'ame, electrical il"lspectior
Seismic straps ~eawred at water '"leater Orle strap IS required at the :..poer 1/3 ar.d one strap rea .. 1red
attt>,elauer113cftr.etar.k UPC.5100
@6]
·Permanent vawum breakers shall tie installed!.Uitr 211 rewho.se bibi:Js ~
• Provide ultra low Ausl"' tOilets. 1 6 GP~ (max). and max1mum 2.2 GPM Ao..u on faucets at kitcl"'en, lav
and oar sii""-S
-SI"'Cil..l.lerheads to rave maxtml..m 2 5 GF"-1 Ao..u l2al
LAUNDR'<" ROOM DOOR SHA.LL C>ROVID~ 1CO SQ INc.t-•=.5 "'fiN OP~NING <=QR '"'lAKE-UP A.IR ~ P'WVIDE MIN. VE~ICAL CLEARANCE ABOVE THE C.OOKTOP 0~ NOT LESS THAN 30" q111
~~~~i~~~~d:~:~~~:;:~jxtures ~ec.essed into insL<Iated ceilings must t:Je aporoved for tero-dearance~
~~fo~~~~ ~~g~-~c~~:·~5~e~~~:a;~e;d:C~~.':~~~.;~~~~i~~~a~~p·~~~~~d a~i: a~lle ~
spaces Tne receotade shall I:Je located or lt'e sane level al'ld U.Jithin 25' {1b20mm) of the heati1'19,
alr-cor>ditioning, and refrigeration et:~UIPment. The receptacle outlet shall not oe connected to the load
side of the equipment dlsconnecbt19 mems (210-63)
The minimum capacity for water heaters shall t:;Je in accordance UAtt'l the first hour '"ating listed In Table~
5-1 Section 501 0
BATHROOMS:: 1, BEDROOMS =2
;:=tRST HOUR RATING "' 54 GALLONS
PROVIDE 14N X 8" TRA.NSFER VENT, 100 SQ IN. MIN NET AREA
§
DRYER VENT 4" "-11N DIAM'E"l"E.R .,.0 THE OUTSIDE V"'ITH DAMPER "-1AX. LENGTH LIMITED "~"0
14' V'U 2 ELBOY-lS. (CMC 540 32.2) DUCT MUST BE 0~ META.L HITI-i 5M00T1-i SUR=AGES
SCRE¥'6 OR OTHE."!. !=ASTENERS THE J,I'\IILL OBSTRUCT THE :::LOIO: Q:= AIR ARE PROI-IIBITED
5043
AT SHO""'-ER A.ND 7UB V'oiiTH SI-'OY'ERS Y'iALL COVERING SHALL BE CEHEN';" PLASTE~. TILE
OR APPROVED EQUAL TO 10" A.60YE DRAIN MATERIALS OTHER ThAN STRUCTURAL
ELEMENTS TO 6E "-1015TURE «:i!.ESISTANT THIS PROJECT SHALL USE TILE JAti7H CE!,..fEN;'"
BOARD BACKING
LANDINGS AT DOORS SHALL !-AVE A LENGTH MEASURED IN DIREC.,.ION OF TRAVEL a~ NO":"
LESS THAN 36"
The exterior landing or floor shall not ~more tran 1 %"below tl'1e top of the th~esr;old orovide the
door does not su.Ang over the landing SectiOt'l R311 3.1
MIN 100CF"1 KITCHEN hOOD EXHA.UST TO THE EXTERIOR V'II"~"H "'lETA.L DUC..-V'l.O'i!K
(OPTIONAL. A C.IELING OR V'iALL EXHA.US7 "~"HAT PROVIDES 5 A.IR ChANGES PE~ HOU'i!)
AND SHALL BE RATED A"~" 3.0 SONES OR LESS DUCTS SHALL t-'AVE S"-100TH SMOOTh
INTERIOR SUR~A.C:;:S
Attics contatnmg ec:luipment reauiri nq service shall be provided UAth the foiiOI.l.Arq Refer to Sedior
'i08 0
1 AI"! access opening large enough to remove t!"le largest piece of eauipment "'firimum 30" cy 22"
2 A.n unobstn..cted passaqeuJ.;:Id uk'i~:
a Js large enough to remove the largest ptece of equipment but not less than 30" hlg~o, 01, 30" wide
b. Has cot"tinuows solid flooring rot less tran .24" wide, IS l"!ot more than 20' In lergth measured a!oro:3
the centerlire of tne passaqeway from tbe acc.ess ope!'llno;3 to tt'le eauipment
PROVIDE "U<=ER" OR OTJ-oER APPROVED GROUND PER GEC 250 (UF!::~@ MA.JN Dil't!:.LLING
PANEL)
ONE SV,I/TC.!--tED LIGHT :::IXTURE OR 5V'IITGH CONTROLLED LIGhTING OUTLET SHALL 9E
INSTALLED IN EVERY HABITASL:: ROO~. BATHROOM, 5TAIRV'-!AY, HALL. ATTACHED
GARAGE. AND A."'!"' OUTDOO"! ENT«:i!.ANC.ES
P'i!OVIDE G "'.1 P'<O"~".EC.T/ON TO ALL 120 VOL"~", 15 A..ND 20 AMP RECEPTACLES INS"~"ALL:.:D
OUTDOORS, IN BATHROOMS, AT KI;'"'CHEN COt;N:::.R -:"OF SUR""A.CES, V'IITHIN 6' O<= A SA."!
010!. UTIL T"r" SINKS. A.ND IN GARAGES
ALL EL=:C'-:"RICAL OUTLETS SPECI"'IED IN CEG 210 52 SHALL BE TAMF'ER 'i!.ESISTA.N""
_Jll
lLI
w
d)
::l () :r .._
d) w
::l
\!)
oi
Q
Q z :s :r
\!)
I I
SURi=AC.E MOUNTED ~ULLY ENCLOSED LIGH"~"ING ""IXTUR:::SIN C.LOTHES C.LOSE-:"5 MUST
BE 12" ""ROM STORAGE AREA(S) ~LUS/-1 MOL,.NTED "'tA:..Y ENC.LOS:::D A.ND l=LOL,.RESC.ENT
LIGHTS "-1US-:" BE b"AH.A.Y (G.EC210-11 (c.){3) WI
CIRCoiTS SERVING 15 ~ND 20 A'~P OvTLoTS rN 'LL ROO'~S ~ND cLOSETS. EXCEP· !IJII ~ I I,
BATHROOM OUTLETS SHALL BE ON A 20 AMP CIRCUIT, V'oiiTH NO OTHER OU"~"LE"~"S
ALLOV'-IED CEC 210-11 (G)(3)
KITCHEN AND BATHS, HU5T BE ARC-~AUL T C./RCUIT-IN;'"'E'<UPTER PROTECTED PER c=:c 1-:: a I
2w-12 j; N ·
TEMPERATURE LIMITING DEVICE REQIJI~ED !=OR 51-iOV'iERS, TUBS, St-<OV'iE~TUB ~I C> I I
COMBINATIONS AND Y'tHIRLPOOL BA.,.HTUS5TO A MAXIMUM 120 DEGRE::.S F THE ~
TI-'ERM05TA-:-o~= "~"HE Jl'lATER HEATER 1s NOT CONSIDERED A coNTROL o~ =oR MEEiiNG 11-A--,
PROTECTION.(C.PC4145ANDCPC4180) ~ I
..,. DOOR SHALL PROVIDE A MINIMUM 32 INCH CLEAR V"'IDTH FR0"-1 "~"HE STOP TO II 01 I
RATAGJODEGREEANGLEAND18"1NHEIGHT.(CRC.R31112.) I 1'
• ~ I --,_.,._._. /,
~
U\Z J:() ()Z -10,
"'11;G -(i\ z_
®z ...,<:l .... z ·~ ~J: ~~ Qo:;o
a;~
r
01 ~~
U\ J: ?5F !JIUI
"'11m m-~~
":;o ·~>mz I' U\ U\ 1'\,'.m ~
U\-~;G ..... m ~ io
\" J: ' ~
U\ ~ m ..... ~ II ..... -n ~ ~ -z (j\ ., s: z
z () .... m
o:c ;{}m £):. -(D ~~
!lJ m (I
'li ('i
):. .... g
I£ ):.
' ' ):. ~ -{
~ r-m g:
9 m
(I>
9 fii ~ u; m
~ .... :c m
-------------------------------·-------·~-~-----·------------------1 t0 -l ,-0
~ I
~ ,-~ ~ ,-
<l'
-!=-------------21'-6" ---· ---13'-'f" -----I -4'-6" \--=77 \ I v 5THD80N 4~4 r-------~-~~[c; 3068 c.1'fi \. Ol1 4'-6" 4'-6" -~J J: ~-0 ~aH tJXv ·x::t I ---~ ' 5THD8 ~N 4X4 cull ~ Rl T ~r~ ~I !I ~I '1 .... l2 C> ~ (~.t~i--1 ' \,,_ / Ul C> ~ <:l' :iU tfl .... Ill~ ~ ~ J: 0 :iG 10 <:l' <:l' CP 10 C> <:l' CP 6' ,---7 \\ 1\) / \j 2 J: 0 :iU --1* ~~ U1 C> <:l' CP ·--i ~ HOU2 ON 4X4 I v· . . 1 j' ~ -· -lw I I \-i -I l§ / r--,. ~.~e) I I~ ~ a; ~ ~ II. z ~ ..... X -{~ ~ "' ' ,. _,_ _,_ --/ ~
_ 6 I :Xt NO r:rlaH ;:; . /iifj\~ 1
·, CP I ' )--" ,__. '
.~. ;r.. ~\. (\ --------. \ )>-; _ -v ! , " --.. ' . . z I I 1\) ' m --~ U1
--' ---0 .. L_ tJ' . ~ ~I <>: -"' 1i ~
.... C> Ul C> :iU tfl
2
J: I~ :iG
--"
0
I \.).) = . ..>I I '{
U\ \~
1 -1! 1\:t
llr ~ [·~~r.~ 2468 1 ~ •.. //l 1
~
<l' / ~ I I I CL ~I~~ : I Z ', jl 1• """ ..... .
I ! *'i j ~~9XV ~/* ___ ~rl
. - ----·.7 - -. ---
"' ~
w
~ ~ ~
(I>
~ ~ 9 ~ ~ ~ r r w w :c m ~ ~
X ~ r 1-
(1>
):. ~ m
~ ~ ~ 0 < Ill u
0 Ill ~
~ rn ~
P. n
"' I• l)l "'
vxv t-~O IJOHJ.S ( 0
1
1 1 404oRs vxt NO tJaHJ.S
/\ \~ ) /w\ / ~ \ .. ./ /p"' ! __ \
!______ __ ~ (-J I \ \ Ol/ .. 9-.t i' _.· .. 9-.v
I • 1 ~----------2'-'f" --------->
~ ~
,.{) 1-() n ~· t0 (0 < n lc 111 7 m () p: ):. r · () 0 r:. OOi1itllmf.;fllo7 I ~)u;!1 r~gm~l.~'1 ~ o l> n 01 <P ··< 1 .11 0 o -{ f> -{ ( lliJ.c• AI ( ·11
I.; 1l{ d 1! \: 1~ J r,n :.' ¥'
\J 0 z rn -{ 1 1~ 111 f; 111 ·n -, 0 ! ., 7 ~ l> Hri 'I l' ·-J JT1 If) G\ (·~. I II "_,, --1u, ' I
ll i}: q { -n 01 -1 tfi 1 7
AI, • 01Tl(n111U ~ C) 111 -, 11 r-111 < AI ;u o. ~ \) r· t> _, W Ul Ill r" T ~) ~ Ill () 0 l> "' u ~--1-i {,:<zz;:u,· r:: Olof-A"jW\:J_u>(lP I < 7 111 J:. 0 -u rc 0 111 d-:!h~41 •r-t"m >..; L-<!.·()11 1-;{)-11' 111 rn 1 0 ·n >.-Ill 1:. 1> u> L n () ;:1 , :·; ~ r n T. 'J --i AI ;tj r: 1 <J> t -' l> <•-::,rnl•z:<l,~J< ~ Ill ~ .. , -·' .. < rn ill u \) u -1) !I !Jl ') ' Ill ·n U> I l> ' I
<P lP Ill ~j 111 AI -( <J> ·o Al
1• < 7 0 ) _, n <11 [11 (~
7 11 ~ C AJ -{ ~i L ~ ~
II Ill lfl r; ::: m r'· <"\ 0 ol
Ill U 111 111 AI I , ·AI () (;'\.{J,{JOL !'·i!Jn Al o 0 )AJ 0 o 0\t:\) z
{II < --; t• !-· Al · 1 10 ), ~,~ HI .L r ~l <P -, · fll 1_. ·n
I . (~ U Ill l( trl b ~~~ z r.
\JIll Ill I Ill 111 (Ji { '( I
L 7 1111 11 --• fl1 Al l· ~ (;'\ J:. AI nr n >JI Lj rn -~~~
() 7 ~--() ~~ j{) I (J> ]. 111
"11 Ill (f> n () t' (I> (()I> (ll> r_~ Hl . (j) n ,J c )
() AJ t;) 11l c· I I () &, .
J> \)Ill C) .I
I II \) (ll 1-
(J•
;:::; ~ 9i ~
L l· ).. c lU (f> II tP r 1-z nr I ,l) i; ~p :p 9 ~< m 1< :TI Ulu~z· 1~ m 111 m .· ~
-1 1-' !> m z { c)A1 AI r-nm z n ): A"J ~-r \)!; /~ z -:\[)) 11 til r·" (~ y_ ~TJ ur-<J> ()Rill l~ ¥' ¥' :; 0 () () {:: ,1-() ¥' ,.{) t: 1 1 ·n mlll
1 l)l Ill Q ~~-.J () <Ill X '--() Ill · I ~~ J\ u 1ii ~ irl f::z () 0 \J (Jl lJ> G\ ,0 ,-l j; ' (p
()Ill () 1 . T <.· u I .--r~ ul \J A1 01 1
!.• if) . 111 01 7 Ill ~ (J> trl
O (; () !II 0
I ~--11 1J ,{I ,{] -< (j> () C}
{-11 Al" . o In _, n }.... m m ~; ]J 0 u
\J "/ 01 I>
(p (;'I --< t
IJ -u r'
AI }ll Ill
() ,,, Ill AI X \J
I () (p
' { u
~p
[;'I Ill ()>
() -II
l-1-
I
P~t:
,-j -·i T T \:J fll !U fTl
P' \J ~ 0 !Tl ~:-.t J'-,. (j) _, ~2 Gi ('; {;;~II oo/ ll 1> Ill
r1 s~ n
Ill ~
·' ·o ill !> u> 7 (j) -{,
Ill (I> :_(
)· 7 c ·n
)> () -I c --~
* u.f r Ill
~ ' (j) ~~)
~ ~
n >: ·u r11
J: :::j Ill ):. o T if.J n ;n = ~ J: 0 z t
. tJ -{A)
·n HI c:: lfl z (p m--j (j) --1 ,--
0 ·-< ~t
" l> 1-·rJ 11 r~
fTI X lJI (_'Jm
() I" !2Tlg;
••I fTI "!• Ill ~l)l ·~-<I.
()()-{
'fl 1' (j)
-·Ill 10 r l> Ill 7
(p 110 -~ () m
!> r-o z () I
() )-l-z z A'! ... , ~ 1\ r ---"1 mq;o
i~ 0 0 n i¥ AJ
fJI ), 0 -J ()
11 ~) [!
t 2 Ill
1\IF; ~
Ul ()iii
() ), Ill --1 I JIll L ~{ u t
111
·n ! ·-• -1 Al l• :p_ () iS lJJ II "5:. ·urn r 0 l>,oO f11 () (I> ()
w (=! ;{) 10
I ;{) ):. c. (\' fll z ()
t,.) AJ 0 (j) ~ (fa .<P (J-~ ()) E I>---__ , 1-7 ()
A\ I \:J {JI
)> Ul 0 () u 111 )> •
['\ .11-t.
111 ~ r· _<t:
() (J> )> (j) (.p -{ z
(I> \ (!) ~;
!> () "· 1: (J; () .~ r --rm t'l
0 {()~~
(ti f• • :~ 8 q,tn
Z r" ;J AI :• ~--. () (. !; rfd-:-
() ~) c 0 • -{
(j) ~ t;,.<P
\ j I1J :· l)l I) .
I { < I }>
() 1-~ Ill 7 n .:,
1-
l-· ' Ill ~r·
~
~-· ;~; L. r\t ~n ); Q Ill(;\ Ill r·6f;r)(
lJI • m-' t>-
111 ~ ~:. \J 0 ~0 t:'n 2 X II G ,3
·-l 11 (3 ~ (j) z () ' "! ,:! c;u 0 r-0 p L , X W
<h () ~j~ 11 0 m?,rn~li lll(ij ,__, ' )J~!X<§()
111 10 CS' z () [Tl.--1:)'. ~6"Hlo 2~...'1%10
(){::(Jp./3: ' r·-c (0 r-Io; Ul ~ ,_, lll
()HI ·n rn z ~ ID () ):•
), AI ()' ill i{j
7 z 'lll z u C0 om~
ill~h!.UX ()()-=f:: \) ·o --· 7,.~ ~--ll 7 {}\ • (j)
AJ (0 .-(f~ r~~rqut) { _t> { . ,-
7/\p}.<) c.> 111 x_ ~~ , -. 1.-()
)' r 1 10 J::m.r ~-r. {~ m lf1 I I:(;\ (I) o) -1 r <P -I
(j) z
pl
), f:' y: r-
.lll
"' rn }>):. ;1, :1
~j ; rnO
--1 ~~ o u -r-
l> -I Ill
\1 () 7 7 rn ()
I
S)
(j>
()>
L ).
I I
\))
Ill
(j) ·-r -n
()> ()
L
~ :-'~~1~~~
(j) v
~~ 1:: ·n' <J• ·o 2~ ···I -(fl
-, n L-~ ;.() F . 0 () < ill ' ll () (f> Ill () (.~ 0 ;I
I!IQ Ill ill c. ):. md -• ~11 0 l:>-o 8 nr ~
~t: u '-~~ 0 (j)
~0
or-1---(J> rnl~rn~!T
c iil 10 (!) It:
Z L· ;}~ <'l 1· ()? •! (j> l)) . u 1-(1 Ill
(J) ('j'\nl to. i" (l U> X
I ~ t>-·o 0. n1 c r-1-..J / "L l> 'u .
-· () (j) () 111 f) 0 () . ,,
() ; )> ;! < r ril or n ·--o -· "'{) () 7 (I>
(j) r f• r· I
{j) Ill
Ill 7
7 ~ (j)
~ ({' ({' ;':} ·~
-nnuQ
~> 1, r-t~ F ~--r= r=
TUUI~) 1o ~~~'~rQ!l
(;\ f -{ iT~ -{ ~
If! (jl (I> ill }: m
ill (0 '" (j) () (I> T T -() :<
(j> 1:: _t> b 0 0 -:;. f f (p Ill f
r \II lll J 01
r m rn ""' fii (P tpuur~P~1 " Q n Ill -·u Y' 1;-1 c ~ rH () 3 I' f' lh ?ll ill (g t;; l· AI :1 Ill 0 fl ~} (J) rr: 0 z -. J! (j) rn ·n " 10 10 I: /1) I-t:; r-I. f;: )'-·{ J;~Ji;l f-() 70nw~o G\ 1. r r11 _u> n ~~ .'~ -~ \) fooo Ill <PL(;'\~(J>\J ~·· z 11-(;\ ~; fii 7 () \) l> ~-(I>
() Ill (J> If) }>
. l ··• ~.t l> ., 10 ~--
r· ti) )~
Al ()
T ,_,
I~ Al ),
()
Ill
() () ,-..
} 3 .i ,y' 2 2 8 i£~
Z L 0 :T l:: _t> 111 z ~-~--X [;\ u} w -o (p
<'l l'l 0 l
i,) ~' ~p r-ill r
() l) 111 lJJ
(l () Ill z II OJ \)
:.<: ;z ~
,__,
l•
(:)
.. 9-.t
(JUl
tfl CP Ul ' o• w I-1 -~ :iU (,\ c . (\
"' -1 ,;:,__:_ z::U :!::r r --<
tfl 2
@Jt.:l
<:l'tfl 6-I ' -~ ;;:; (,\
S2G (\:iU
') 10 Ul ):~~
(j) (J t.J ~0)::
~~:r
10> z XC\
t0 I
XC)
Ul:iU ::;;()J o::a ,;~
'; tJl
ill®
z
C) z rn
(J~
(j) "' nl' tfl tj)
I-;
--1 :iU (,\ c -(\ (_); -1 ,;:,__·
z ~;:'} r-<
U• 2
@t.:l
<:r-tfl 6-I .'_, ---1
10 (i\
S2G (\IQ
C>Ul!:[~ ::3 ~ Cl~
.n ---1 t.J
' tfl 'J;
;:'l@J :r
)> t-..J -X -1 ~ -m =~
i~;
tJl z I~C\ m<.UI
;uxG tfi(J)IQ
X
D '-'"
I CJ c f\.)
(J~ tfl G>
Ul '
tfl U1
I-1 -l-,;Q
(j\ c . (\
CJ-> -1 ,;:,__:_ z->-u _r G~
@Jt.:l
<:l'tfl &.I •-l t;:;G\
S2G (\:iU
OUl!:[l i-0 (J n: 10 r -
.il--lt.J ' tfl )::
;:'l@ :r >t0x --1 .... rn =~ 2S2q l>C\y.
tfl z I~C\ rn<.UI
IQxG
tfiUl-,;Q
X
C)r:J z.......-
-~:>-U1 X---\ -~:>-I
I:J CP
OJ
)(}
)>-
(\ m
CJ
~ r r
(JI
)> z
0 I C)
Al
OJ C) r ---\ (j)
I
C) r CJ
CJ ~ z
---=--~.JZA_IE_--=--__:_ -:-_-=-_-=-_-=-_ -=-_-=:_ =--=---==--=_-=_-=_ =-=_ =:;::. =-==-=-=====-============-=-=-=-__::;:Revisions: ~=-==-F'_REPAREf:!_BY.'_==='-~j U1J 02.02.15r I
1
1RESIDENTIAL DESIGNS 'r ~ -~----HIGHLAND DR. GUEST HOUSE I FRAMING PLAN JP061016VALLEYGENTER,GA'120821
~ 1 I 160-4B4-01B1
--------------------------------------------------------------------------------------/
I
I
I
l
I
I
I
I
I
I
I
I
L~~ _l .., '
t-N
I
I
I
I
I
·-· 21' 0" --~~
'\J j TYP /'a".
2X FASC.IATO MATC.H EXISTING HOUSE I ~~j
I .. I
I
---II ...... 11 I
~
m )o
~ (i\ m
~
.::!: rn
~
:t ~ (\
J:
m X
(J\
-t z (i\
J: 0 c
(J\ m
/---c~\
\_12/
TYP
I
GAB E TRUSS
~
ATTIG VENT
j_
f>·---i ..
1/ ~ ~l L L .:.::/
~~ 1-1-
I
I
I
I
Ill
'
/~ ~ 1-
/~\
~ 1-
. ~/~---l\.
.
~ 1-
ATTIG VENT
:
~ 1-
2X C,(; )'IT.FR ~ZEBJ ~·G
~ 1-~ 1-~ 1-~ 1-
I
I
I
I
I
_I
~I
1-[
2X cONT. RIDGE e~~<:G .II . .I i
II ---i I
20140 SKYLIGHT GLASS
DOUBLE PANE '·,
I\\ GABLET~'lS
~ 1-
'-... 1\\\
~--
"'-, /, _......--.
ATTIG VENT·
' I
II
~ 1-~ 1-~
1-
li lj[ A~IGVENT .
2X C,( NT.FFi EZEB K'G I I~ l
I
I
•
I I
~
I ~
I I ! I .
2X FASCIA TO MATCH EXISTING HOUSE TYPct~ ~A
'\-..1 / ".]/
ROOF FRAMING PLAN
SCALE 1/2" = 1'
~
m )o
~ (i\ m
~ "11 -t m
ROOF FRAMING NOTES
1) ROOF MATERIAL-ROOFING MATERIAL SHALL BE C.LASS "A" FIRE
RATED C.ONC.RETE TILE Jl'l/30# MIN. UNDERLAYMENT. EAGLE TILE ESR-
1'100
2) ROOF PITC.H-4:12
3) ROOF FRAMING-PREMANUFAC.TURED TRUSSES@ 24" O.C..
4) VENTS-SHALL BE PROTECTED BY LOUVRES AND 1/8" NON-
COMBUSTIBLE, CORROSION RESISTANT MESH.
5) VENTILATION-SEE ATTIC. VENTILATION C.ALC.ULATION ON THIS SHEET.
6) FASC.IA AND RAFTER TALES SHALL MATC.H EXISTING. FIELD VERIFY.
1) EAVES-MATC.H STYLE OF MAIN HOUSE.
B) EAVES18" NORMAL, 12" GABLE END. OR MATC.H EXISTING
'I) RAFTER TAILS TO BE SQUARE C.UT.
10) ROOF SHEATHING 1/2" C.DX PLYJI'400D OR OSB SHTG. (INDEX 24/0) BD
NAILS@ 6-6-12 O.C.. TYP.
"' ~
&'!
< I \) . 11!:.
U.1 lfl'z Zu.t \!)\,) 5.: ij) )-
11:1:!:: ':l I til~~~ I ~ 1--.oo :( ffi ~ t fti 9;;;1' 1 ~~~~~ I
I I
I I
I I
I I
.. I ~ I !:s .
9i I ~ ~ I ~~~
II I
II
l1
It Ul
l1 Z
i~ 11) 30# FELT UNDERLAYMENT MIN. UNLESS PITC.H LESS THAN 2.5:12 USE
MEMBRANE
:s
Q_
\!) z ~ (\
/ -\ 8 '..,./
TYF
. ...
12) G.l. FLASHING@ ALL PENETRATIONS, VALLEYS, & ROOF/CHIMNEY
INTERSEC. TIONS.
:I: ~
lL
lL
C)
C)
In!
I
I
I
I
I
L---1
UJ
\f)
:::)
C)
J:
....... \f)
UJ :::)
\!) L RUSS FILE NUMBERS:
Tl
Tl s:
.-1 =FILE# S21.5T4S2
.-0 =FILE#
1.5T4S2GEF
HEMISPHERICAL VENTS
(4)@ 1.56SF PER=
INSTALL
150 I 150 =
REQUIRED VENTILATION
6.24 SF
5.0 SF
li
Q
Q z ~ J:
\!)
J:
I ~I ~~~~ ill ri I I ~I ATTIC. VENTILATION SHALL BE NOT LESS THAN 1/150 OF ATTIC. AREA. 1
1
6 I
ATTI~~IO.N: • ~ . . It Of I ~ ,oM£? '). ·11,
(
I I SECTION REF.
BEARING V'IALLS 2X4 STUDS@ 16" 0 G. TYP.
.2 PARTITION V'IALLS 2X4 STUDS@ 16" O.G. TYP
3 CONCRETE SLAB 3.51NGH MINIMUM
4 TOP PLATES DOUBLE TYP. Jl'l/MIN 48" LAP SPLIGE
_5 INTERIOR FINISH 1/2" GYP. BD. THROUGHOUT
6 SOLE PLATES SINGLE 2 X, MATGHED TO STUD SIZE, P TON GONGRETE
7 ROOF SHEATHING 1/2" OSB PLY INDEX -~±1~, SEE PL.AN FOR NAILING
8 RIDGE 6LK'G 2X GONT BLK'G
q 1=1 1'}/'}J:> !='! .,. 314" T&6 6:..UED & NA!L:D (E)
10 EXTERIOR FINISH 1/8" STUGGO TO MATGH EXISTING
11 STUCCO SCREED BELOY'l PLATE
12 ROOFTRIM
13 ROOF FRAMING
14 OUTLOOKERS
15 GABLE TRUSS
FASGIA TO MATGH EXIST'G
PREMANUFAGTURED TRUSSES @24" O.G.
2X4 LAYED FLAT@ 32" O.G.
@ EAGH GABLE END
16 CUR6 6" ~·~toE X B" HIGH GOl<lGRETC GURB AT
/" __ A C_A!":...t: !"'"'!/lL'!C1 /iCt:::lo..!!Jo..lt::..
11 INSUL 2X4 Jl'lALL R13
18 ATTIC INSUL. R30 MIN
1'1 FIRE!AiALL SiS" TYPE X GYFSUi1 GLG .. 1/2" GYP. BD ON ALL Jl'lALLS
20 TRUSS CLEARENCE DBL TOP PLATE MIN. :/2" BELOJI'l TRUSS GORD.
21 RIM JOI~T 2X
22 ANCHOR 60L TS 5/8" X 0" AS. 6' O.G. UN 0@ SHEAR
23 ROOFING GONGRETE TILE TO MATGH HOUSE, GLASS 'A' MIN, EAGLE TILE ESR-1'100
:=======================================================================: '(' ~ -"1
8 ---! II g I ~-II ~ I
7 II ~ I
11\l) ~ I z~ I
13 24 --"-. \1) 0 -~----" , -'in--~ ;n >-I ~:~:~1~~ I
' ......
23--~~-----~---. ~
1 2 ~-. (~~:-~~\~:~~:::::::. ---t
4 \</ i v~" 8 ---~I
I J 8
117 --~_~_~___...---~: rj ~ ~// 5 I
rl ! 10-------1 II
l1 II
3 ------++----~-" I !
/1+. -II 6---, ·-, I . /> /L A'-", I
11 /-\,_L·-~=*~~A~----------~ 21'-6"--------~-t--J
13 ~-
8 -~
7----
12------
14---~
4
1Q----
8
SECTION A-A
--------
\"Jl ~" ,___ 0 ___ 2 n "'1
17 ---fl 5 II
8
1 ltl 0 II G
8
3 I i :
6 II il
11 I I ·-... I I
I I '·.. II
22 -H---..._ lJ ----/ r . \==-=-======="================================~=========~===4 I ,/! 1 I
I~ ! I , ,_ A c.___
~ _J _J :HI~~~ I ..._II-"' a I ~ ~ r-+ !_(j ]9 ~d) .I ... \l) Ill 't
il:]w()~ I ll!!Lr-
1
I
I
;,; I ~ I ~ I ~
I f---------j
I]
II
II
I]
I]
II
\S) z
()
i=
\.) w
\S)
\S)
\S)
()
It:
\.)
w \1)
:::)
<)
:X ....
\1) w :::)
\!)
oi a
a z :s :X
\!)
~
an I I
----:I I ~~~~ I . 8 21' -0" ~I~ I I
11 , 1 SEC-TION 6-6 lib I
SCALE 1/4" = 1' /;. ~~(':S J I_ f 1
----~~ ~ -,1 ~~~~~-~~~-~-c-c~~~--~~~c-cc_-~~~~~~~-~c~~~~~--~~~~~~~-~c~~~~~-II 0 I
_-_-I .-
:-:==============================-~ -•·e~k I ~§ I
' ~ ~--." • " I -' . ..;"-~'~< >: "
~--:-----:-:=============--• o<w c c "" •• ~ ~ " !;
----~~•''"' r i-~ -"" I ""~"--··-' "" !>1~~-i ~v~J-, • -, ,,. "'-"' -,c --;;~~" , •• • '' ~It' &,e •"' .V ~~~ 1< ~ e
I
.. --1 (SEE ~aut-.:JA'!C. t>< "L"N ~oR 4!\c-MvR ~uL ~'6~,.,~~~ .. ,~ ·'v.~' -~-· ~~""' """ \ \ S><OAReCY """"" ,,fo # of/r ,pi-\._ ;1: ~~ ~ ~ I
I
"' "'" C'Oo. m ROOesHOATIHG ~ ...-~ " I 0 -•
I ~us-o~-" G4BL:O E'ic: ..,..~ I 11 1
1
Q 1 ::I tfl ~ ~ I 1 '""" -T·--em-~~---·~-
1
IH"-1 ;·ccc,e>ooo II , 1 ° ··~,;::---• e~ ~~ ••~ 1 • 1, 1/T 1•2" 1/T ,_ I_ ,. 1
I _-..1 ~ I 1/2 "'cP :il q) TOTAL= 420 BTU/Hr I I I ~" ~ ' . . . . . I I r I "'"":X ;e• I I : 6R~::-::-{!-I • "' • '· """~"" ~'''"' "'" -I 48' I 16' I &' I ~::;MME-rER I
I -I • I =t---'"" '"' '" -~ ~-~-~--:n -'""'"-1 METER ~ 1 1/"'" 1 1/2" 1 1/2" II ' I
I
' -} -~-~---' • • ,. ~ ,s··-~~'"'" I 1-114,,); I -R:...&5E5
p:;:~ p:_A,;-..:
:.JOL.ELS -cp
0 _A-ES
4" MP'>
T
~-~---~.'> -, /\1.·
1 l • "·"I .;;··SAN::' V11& "~''-VISGu::::;, e-Y4N
,~ I' (2) t±5 3ARS T&5
·" I • t~
15" '11t'<
INTERIOR FOOTING AI
MUD & TAPE GYP.
SD. SEAMS< TYP. ~~~-l
I FAU I
~ '·
Fl Ji'I4H
NTS
112" PLY.
2X4 C.J.@ 16" O.C.
2X 6LK. SUPPORT
·112" GYP. !:lD. THESE
AREAS, MUD & TAPE
AU SEAMS
:!x STL.DS 'i ehE'"R P4\;EC
~------. c~~ ::::=:...A"i
@ BEARING Y'W..LS
SHEAR TRANSFER DETAIL B @ GABLE Y'IALLS
~f.ZSZ:Oi~---SHEAR TRANSFER DETAIL
>"'iR50060A
I
I
1
~ PROVIDE 14" x e· TRANSFER VENT, )I . I 100 sa. IN. MIN. NET AREA
ATTIC. ~ .l I : / ;E~~ SHALL PROVIDE M~N OF 1
'~ 1 1 Sa IN PER 1000 BTU OF MAKE UP
. ~ ~ ~ 7 ~ $-I -I ~--r AIR FOR FAU LOI<'! & HIGH i/ / ! d ~ , PROVIDE permanent electrical receptaG!e outiet and lighting
( /1 l~ / fixture controlled by a switch located at the entrance for
1 //
1 1~--1 1 furnaces located In an attic C.MC Section 'l04 10 · FAU I
: ) -I \ PROVIDE LISTED. GASKETED, SELF
, 36" i<'!ORK • CLOSING AND LATCHING DOOR ~EA/R ~ ~-2'-6" ~c· l 'ASSEMSLYI<'!ITHATHRESHOLD.
1/ CLOSET
( / ~ ih! 1/ ) I /1
I I VENTS if'!ITH 111>"
MAX MESH
II 1 Ill II I[~ II I 11
II ! II 1: II II
G
,/E FAU INSTALLATION I DRYER MAKE UP 100 SQ. IN.
TOTAL MIN.
111 II II II
II 11 II 11
II 1 !I
11 I II
1 II
NTS
f Y'tA<TER HEATER DOOR VENT
NTS
-~
! :'(\)~~-I
~
'J.orfr 1
:o NATURAL GAS PIPE DRAY'41NG
Y"tATER HEATER INSTALLATION REGUIREMENTS
1) PT VALVE: Rigid metal piping from T&P valve to the
outside of the building with slope and the end of the
pipe not more than 2 feet nor less than 6" above the
ground or flood level of the area receiving the discharge
and pointing downward. The discharge line shall not be
trapped or have a valve installed, and the terminating
end shall not be threaded. Discharge into a water ~
heater pan shall be prohibited. (608.5 G.P.G. 2013) 1 II
2) The ·e• vent Installed In a straight position (no n 1'1 n I II
bends) from the room containing the water heater--~
1
11 IJj -P&T VALVE
to the roof termination (for future possible ~~ I ;;1 II ... sleevlng for high efflclenc;y heater venting.) 1 H . --· RIGID PIPE
3) CONDENSATE PAN Y'IITH DRAIN NO II II Ill II HIGHER THAN 2" A60VE 6A5E OF HEATER .I
AND TIL. TED FOR GRAVI1Y DRAINAGE. I I Ill
DRAIN PIPE LINE SHAll 6E 3/4" MIN. ID : Ji'I4H 111
4 ) All hot water piping sized %'' or larger Is 1 I 1ll
required to be Insulated as follows: 1" pipe size 1 1 I'
or less: 1'" thlct. Insulation; larger pipe sizes
1
1 111 II TERMINATION
require 1Y." thick Insulation. Note: In addition, the . · I I 11 FROM SLOPED
Y." size hot water pipe to the kitchen slnt. Is ' 1 I 1 ru ~ . GRADE
I
I
\Jl ...J -~ w a
I
L_ __ j
w
1.0 ::> 0 J:
1-1.0 w ::>
\!)
li a
a z :s J: \!)
J:
required to be Insulated. ES 150.0(1)2 I Ill[ IIIII ..
s ) Below grade hot water piping Is required to 1 flU 11 )~"------.--MAX. , . 1 be Installed In a waterproof and nonGMAShable 1 1J I ~ ~I ~ I
sleeve or GtJSing that allows for replacement of ~ ~'~ :$: 1 · 1
both the piping and Insulation. ES 150.00) 1 $ W MIN. ~I~ I 1
!2\ ViA TER HEAd!TER EAtC ----. -I i8i
® ~ ./:-/.· ..---:1 01f11 _.. 'SM~~ ~I I ~-
I
I
A Cotyj( ,n,-t>n~ St3n03rtl~ VltB«>It]Cr>•'lJ-''"'"""-' ~.J14
Zipt:ocMfO;!'!"lf\ Co'"'"'"'""•M .. n~V...-..,0.,]A.F'-'fn~\1q .'(113-:'<<6~•1
I>•Hid•~u r~pej·'"''"' ,,,.~,1
Pr~o;t s~o~ """'> C<~•~~<'Jd"d
fotaiCO<'IQ Fk>ofANia(FT1fff,1i
S~Ar<III(FTli\BH
Sottw3 ... VIlf5lon1E,..;;rq,Fro~3
Fmm Or..,ntmJon <deg:"C~rdiMl)F
>tumboo•ofC...-..JiingUnit~
Nurnoerotzo,..., ,_
Numhe. oiSI01io>~
11 ACklotoon Conll. flO Of' A~~ ! 1!1 I "''"'""'' r:~ • .,_,,....,. 1 v .. ~
'cOMPLiANCEREsULTS -
.So.nldlngCornplo..,...,.lhCornold"rP.,rf"""''nCfl
, Thos buddong oncO<pGr~es IM!tll'f!S ttlat n~QIJiroe t1eld tesbngan&or>l«llk..ttlon by a Cftf'IIIM!d tiERS rater,..., th~ tupe,...tsoon of~ CEC-approved ~ERS poovoder
f.---" i Thtll bU~d•ng oncarponltn OM or more $p&<:1111 f'Qtufe11 """""' tt&low
en,..gvt.l$10
lkTOYifl)
Sp..c•Hroali"!l
SpaceCoolong
Cllml)l141'1e.l ~n0111)' lOtal I
Stand,.,d onogn Propc>t><>ll o..,.•gn CompltdnC"
lo'i"'ll•~ ,,
-:o::
:; ~: 12 2 :s Hi os "ro~ d<'•
lmpmv""'ent
z·a.3'~
R.-po;d•";H, .. , ... ~d.! ;··1<! tl-2·1
CERnFtCATE OF COMPUANCE • RESIOENnAL PERFORMANCE COMPUA.NCE METHOD
ProJeet N!lme: l'ghL'l''oi Cr liLw!U t'nufl~
c..,tc;ulation O...~:ripttoo: It., 24 ~.,...~,~
REQUIRED SPECIAL FEATURES
C3lcul!ltlon0aterTime·•;_'ri> WOO·~,..~ .?r:J'4
lnp~t Frlu Ndmu; 1-' qtJid''"O 3ue~:"iu~~ RO;Kh!~oqn •tlll
Th~ IDiowng are 'e<m!fc~ t~l mt.Jt~c nsl<lii>C ao croa !len 'c• •rce·n; !h~ m:::-dclec e JCtg, perro-...,.,··e>:: fc'11ll3 COI"Pti'IX 1
• Noc~lrog.,y!llem""'l"do!rl
CF1R·PRF·01
f"!lge1ot7
Th~ fr>kow n<J •~ 1'1 ~u,..m~ry 'll~,.l~'lt '"-"' lh~l <r<J9 t>~ l!~lrl-"'' !t"<"J ~• ~ c-.rfl' ,..1 hf '.S ['""''"'' .~ ""'"'• o" .-,. m<>"lt"g ·~,. ">cF<"I~d ~....,,y D<'·Nm~h'fl '-:rl-" c.r.m;n.rte• '""fl·'-'~ .ldd 11~M
pro.•nodrn •tm bularu;c::mc011G~t,.t;J:::I<;scol:::'>'
Bu•ld•ng-tevet\lerohcatoon$
• !AQm<ochan•e<olvenllt~toon
;o~:!!~?tem l{enfic!lhons
H'IACO!StnbuiiOnSyste"'Verificmion";
• OuctSullng
o.,....,,n..,Ho!W..t.,Sy..t..mV..nt•cat•"'""
• ·None-
Tot•IE,wgy•kTOVIf2)"
RW.,.--eE""'l!)'Uil<l ~
• '--. udh "~-I.Jt ... ! "'-• ~-'-"'"'"'~ ;ntl \h>• •-It""'"'""~ E'r, ,9~ u~, (AI/FI.I
BUILDING· FEATURES INFORMATION
£"""9yllesigi>R11ting
ProJGCtName ! Condi!l...,ll'<l FlOor Aro;a lsft) I 'f<om~~:~ .. ~Wng i Nu-of BeQmom~ I Nwnb111 of Zones L. r ~~~~la'ld J• CJ<'..'I 11rh4~ _L __
ZONI::INFOFI.MA.TION
·-
Numb!!rofllentibotJon Coottr'lg$yltwni
~e,.,lmp«Wemenl
)rwumb<oraiW..t&r 1 HeiltlngSys!-5
1 zo...,Typ" 1 HVACSy•t .. mlola"'"' ; Zone ~~-~r Aru I A~·w;;:~lng ! Wall<t l'l&attny Sy~lfl" I I W<rier H.>atln9 Syst""' 2
E·h·:Ho,,~lfX'~ .,,,,~C S<'Ctom Er•rn 1-'cu~o 9!;
lkgmr;'lt1~o Nu-b£-•· .·.:-N .. ,,.,,q~·O')'J<"\(l!l'l) -<wr ll~~"lrM 'nli.lt~ITI..,.,.
ft.. ~U! < o<>x f ...-t; f'" ""'\ St, r d~' ' 101' ~ .. ,d~·•t•~ ( > -pJ•,Ju <' R~.~,t \,'," no CFlR-' ~l ~;0:4·•'<;1 ~~~yj :_;, ""'"'""', t /C'14 I} ~J •] 0: '>4
CERTIACATE OF COMPUANCE" RES!OENn"L PERFORMANCE COMPUANCE METHOD
Projeet N11me'. hqhl~r<1 Cr Ci<~"o~l hoUSI"
C;alculatlon Description: J~ e 2.-! An.t'Y'>'S
Cafculat<on Dllt~,Time· ·~: J•: 'Nt>d :.lee ,4 ~'0"4
CFIR-PRF-01
P!lge3of7
lr1Pul File Namw. 1--·qhl"' 0D' 3w~;eio_,,;e ROO&>fi.l1! •ml
OPAQU!! SURFAC!!S
~--· . COMtru~~.~
"ro•·t Wa~ ,;o~;:,·g S:·c-e~
"
Typ ..
Sl tJi qGt~><ko-.-..
~I
OPAQUE SURFACE COioiSlRUCTIOI-IS
Surf...,..tOnentat....,.~imuth)
!'(~.>t W~# !>IE IB>~<~-45)
"rt:ot' 1'/jl "'-"'W" Sl·•••l ~"~ ·-n·
Ril;l'!/l'dJ (RIQ'll '35)
iWI<ffh(ft)
" 225
...... ,,.
" --~~~-~~~-.. ~-~~~-~~~~~-~~~~--~-~-~;;~~~ ~~! .. t --~·~~~--~!
,,.,
Mui1i~rl ,,..:,
~
"""'
~ J?
3~
Eort..r~orShadlng
ltl~~l
tn~cc: Scr.:c·· •d<. -a~~l
''"""' 3<:,.,.. (d~'-'• Ill
c.nmHr>K,.., "'"""' • --~~:~~~~-------t-~~~~~:_~~~:~~.:'~+~~c;-,--cc-c-'-c-,C-'c,;~,~';·
R 30 Fca· ~'lr.
~>4 roc <...ho-: ,,. q,._,, T'""" ii: 2~,
i t.:.,.-•~''t"'b Wou,.-F,dm.,d\\'~1 I CC !
G.elllngs•IY'.~<~ttcl \ 'fkca"r<~-e~CI}I.....-, \ 2~~(I2~.-cc 1
Re@t;trJt·;o Nu~~· :·-1-w·re·~~~-oJO-X;)-:0·-coca R~c;tr.ot~o Dote1T•~~
('A~"''"'tt:f·.-og1Ft" ro'.~Sto•doc >-lfl11"'"'"i~·llo~ <>•t>l"~'.. R-·-~nl\'~•~·m (f\~-'.~t~;e;.:;;~1 R~po·t s,.-,..,.,<"<l.t ;ctd P-/Ji;o· 14
Bl!ILCING ENVHOPf. HERS VERIFICATION
Ou~llty ln~ubtio!l ln•tall~tioo (011)
"-1::1, R~"-l"'r~·:J
"
Oualityl""l•llalionofSptllyF<>itmln .. uldll<>n
Nu!R»qu!<),<
SystemTyll4 l)Utr<touto~nTvpe
Bulld••tgFnv..lo!JeA"t""~"U" ACH(!Sl\Pa ~~
-r
Wilt,. Heater SotarF~O!l("'.l I 0".--------, NumberoiH&lllet'S
-·lii _______ ... _T ____ o2------r---·-a,--104-r·---,-, -----·~-.. -os----~----o-.,~ .. _ .. T ____ .. oe··-~--
L.. ... .......::_:.:.:...:::.:::::....:.._~
jHVAC SYSTEMS
ccoollnUSv..t;m ---~----o~stnt;~T l Floor Area
Name D~a System FanSystCR\ Served I svstemType l Hut•ng svst.m ~~··l Na/11'& Ouctcd ----------------·--H-·A~'~:t:;~,-1'"" ! vc~ I Ar5),::;•'."' l I_ I "'""'c ••• ~,,, I ~· I O,y~tc~f:-.rl'Jre-Rt.rSC'
Rq(lwaban r<u~b<:-· ,•-1-N 0!''<~~ OX>·JDo:o· lOCO Rcgo',frat '" D~r~!T,..,..r
<A ~.,' "'' f '<"f8Y Fl'" ~n-1 Skr d .. • ·'' ~01' ~~,KJ~,,~ (' o·pl '"' .. R~.ooot v~" '"' (~IR • Alnn:~-;;~ 1 f!q"'''1 :.;, .... ~
CERTIFICATE OF COMf>UANCE • REstOENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01
f>~g~ 5 of l ProjeCI Nllme· 1-hghlil"d Or C:,H•S! l"ous,.
C.ilculatit>n Ow.cription· Jt•,; 24 4n.,.v~ ~
.. _
-..,..,,~~,yr,,m,._,.,t,
r;tVAC--:-coouNG SY$T'EM5
HVL..:.S.,..-olcrEn·,e
h.>L"'1-ccua
1 ......... I 1 L~-1-"<;1 '4< ~=~•~""~-"~""''·~--1
HVAC COOl..iNG-HERS VERIFICATION
'lvf'rl. ~)ec:-1 Xr4
Input Filu Name: 1-< qt~~''<.:D' Gu .. ~•rlow~., Road<!~"-l!l •ml
'"" -:;,·rtF .r '"'·''. "t~>Lfi ,-..1 .ti' I"' IU ,.._.,. =.t.::
\lo!,~lly Contwoi<Kf l lllultHipee<l I CompreuQf __ HERS\Ietlfic"'l<on
Effk:lencv
1 1 I I :.~~~~~-~:%;:~~
-------+~··~~ ! "'~"··-· F v."'"'''C'--=t--':':'::"'c".'''---t -=~"";::·"_ ,..:-:;,~:~~:~ ~nl>l"'Jl<ed . WKN"<l"'"'. r.ot·l~qur€-<1 '<nl'-l<"•l'•r....t
OISHti8UTIOH SYSTEMS
--~-----~~ 05 -
Duet Lellka9'1 l 'nsulllltOn R·VIII<Ie ~:~~ct r T H~lurn O..d I Bypau Ouct ~ HERS Venfic4ho" I ,,,..
A.-)ow•Nl101'-o""t"..,... I l ""'"'~"'""' i T I :--~-~--I:.~~~-~:~::~;.>!
P~"'"'I'~-~~----=----~--·:-~~-~--;=,L .. -:~~~-' " T---v;ifi~~t-~-;;---------1 Low·lroa~age
"""fiYdOuo:tLcllloo"-Raturn Sur.optv A"l<taodter
..,,L~tnt>mons,s-~'11 f.il!,>">--IJ>. I
OoctL<~a~~~geTar\l<lt('%•
r-~o~P . .;q_r .. o I t-.cl'<;e>..)u•ll<ll rJo."eq~~~
H!"~ 'rovde· c~.c:-.,r:;•c
~>·I"''':;,. ·~·· .. t ·t ~~JJ.Jl ~4 • 1 o· 34
CERTIFICATE OF COMPUA.NCE ·RESIDENTIAL PERFORMANCE COMf>UANCE METHOD CFIR-PRF·01
CalcUIIIt!On D11teiTome 'hf-<1 ;Jec ,--~ LW4 fJ>~ge6of7 PrOJect Name·~· gN'Ir<1 Cr Ciu>!<U f-•ous"
Ciii!C:Uiatlon O..criptkm; J: e 2~ An<l'Vb•S Input File Namot: J.-.·qhl<1 •10' :;w~:Ho~se Rooa~/(jn 1.1nl
1;\IAC ·FAN SYSTEMS
"'"'"Pow"' (W~C ... 'CFM)
!Qqu•redF,...Effl<:H!ncviWlltf$/'CFMI
HV"-;:.:"d'·1...-,.,..,._c..,, Re·<•w·oJ
R£g•~trm•·n Nu-~-• • +'<-. 'GS'1~~-u'X\-X.(>:O:-cc<.O R~gr:.~rar Dnl)Jt~JTo~~ '*'~·'r<JIId~~-
<4. ~~~"'"if <''Ill F<·n ..,,~ Stdr d~·,•; -lDH ~ .... ..t~·''"' <> -~>~ ''"'~ R~:">rt V~"'"' · Ul~<fll::':lr!C.:.r,~l II~JJU·t :i~'1 .. rotc•d,t ;~U-1?·/J c; 0"1 'l4
; DECLARATION 'OTATEM£NT
1 cert!fyl",l! no~ <...crt't<:•tiC ol -:m~•.:nc~ Jcc .m:nll;tooc •, ox .. w\e ''"d ::t>"'pidr
,,., '"~"t~l~l!·"" 11~,-'''IJ"<O!.,.. .4Me-4f~ "-'1o~e 'Mchen
~esrdentt..'ll [lesi!Jr~ 7014 1.? :?4 ?'7·75
.-;o~.t<FR8 ''""'-r-K"" '" ,,,. ;-<•··1~•
.:>OBox411
(',ly.SI.o,WZp Fho••
Va!IP.y Cef'Cf'", CA 9}()82 760.484-)11;~
u ... ~yr f.,~•u·~~ ~• ''~ "" J..~~" .. ~·ure; '· ,...,,f,...J "" :i·~ c..-Lh . ..rt<, uf c...~n_h~""" _.,.,_._._.,.to. -t ""'" t• "' •!."'''"·"' !>-'-'",~e.."' ,;~ .. ..,. ~w ~t·"t." .O<' ;.ol.<r "" Ju.,, .. ,.... .> ,..y~~CC\S. ru-c.Ja-.K>r";; p1~ns 1li'CSl.XICI''c~ltom :;ucm•lllldto lho e<'·for:.etr'en' ~cyrorsppr~wolh '."l!e t>..•crr>9pcrml ;cp.c;:u)n
~~~"'" -..~t~ [1..,-g· ..,. 5«:J!·•~•u"' .4Me-4f~
(\ale Sog~M
2014-1?-24 '7 '? }5
54930?
760-484-:_11'l1
01},/~:IJ-·; 'I' -"<01 by C~IC!CAT9 Tb > <liG•I~ >«< <JIUI~ > !>'~.,__..,~ ,.,~((o •~• ·"' ·,..,, ·"l<r>f ,f II" ,e~,.~ ~<} <J<J 't! •1<"0/ ,y-a 11 .-o "'~T ,.-c pie, ~"'<'•/'"~«, P .,,.<J<i, ·~•""'"'t'b" r..,-r1 ~""~"'"'-",II'·~
I
I
I
I
I
I
I
I ::::::::::·:~~: ..• :~ , .•.... "'""""···,. ,.... • ::::::.::~:·~:::· """" :·.:: :::: " "'", ,Ce;<,·~~·· I
I
I
---j
w
IS)
~
C)
J:
l-IS) w
~
\1)
0!
0
0 z :5 J:
\1)
J:
ErmrgyPro 6 J by EnergySott Uset Number 4962 ID 2880 Page 12of16
RESIDENTIAL ROOM COOUNG LOAD SUMMARY
PtOJt~CtNano
H1ghlanr:J Dr Guest House
ROOM INFORMATION
12124/2014
\f)
l: ~
C)
lL
~ ......
I lL
l:
\f)
\)
~
)-
\!)
~ w z w
----------/ -
I
LQW-vQv-09L
C:Q01:b '1? '~3.LN3? .A311'1J\ 9LOL 90d
, SN91S3Q 1'11.LN3QIS3~
~-:;..1.11 031:1Yt:l31it:l
UJ
\0
UJ ::r
\--
lL
(.)
>< \----
~ ~ f -<( y
0....
UJ a
-<(
:I:
a z
-<(
0
UJ ::r
\)
-<(
\--\--<
UJ
~ <
\0 1J z
(.)
\--~ < p \)
lL -\)
UJ
0....
\0 . z -l:
0 < \ 10
\0 _J
~ -')(. < 1-f \.)
lL • (.)\0
~~
\.)
_J
0....
• I l.---,-~--