HomeMy WebLinkAbout2470 FARADAY AVE | 6200 EL CAMINO REAL; ; 85-535; PermitU) z 0 ;::
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O I hereby affirm that I am licensed under
provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business
and Professions Code, and my license, is in
full force and effect.
Lie No ______ Class
I hereby affirm that I am exempt from the Contrac-tor's License Law tor the following reason (Sec. 7031.5
Business ahd Professions Code· Any city Qr county which re· quires a permit to construct, alter, improve, demolish, or
repair any structure, prior to its issuance also requires lhe ap-plicant tor such permit to file a signed statement that he is
licensed pursuant to the provisions of the Contractor's License Law (Chapter 9 commencing with Sect,on 7000 of
o,v,smn 3 of the Business and Professions Code) or that is ex-
empt therefrom and the basis for the alleged exemption Any v1olat,on o( Section 7031.5 by an applicant tor a-permit sub-
1ects the ~pplicant to a c1v1I penally of not more than five hun· dred dollars ($500),
n I, as owner of the property, or my employees with wages
as their sole compensation, will do the work, and the struc-ture 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 bmlds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intend-
ed or olfered for sale. If. however, the building or improve· ment Is sold within one year of complet,on, the owner-builder
will have the burden of proving that he did not build or im· prove tor the purpose of sale).
O 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 no\ apply to an owner of property who builds or im-proves thereon, and who contracts for each projects with a
r~W;~ctor(s) license pursuant to the Contractor's Lmense
L1 As a nomeowner I am improving my home, and the follow-mg conditions exist·
1. The work is being performed prior to sale
2 I have lived in my home for twelve months prior to completion of this work. 3. I have not claimed this exemption during the last three years.
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USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS.
CARLSBAD BUILDING DEPARTMENT .~ .. lf'?D . r~PY'-? Carlsbad, California 92008-1989 (619) 438-5525 APPLICATION & PERMIT
',JOB ADDRESS' AV.ST,RD. BUSINESS LICENSE# VALUATION PERMIT NUMBER
9~:5;3 . '5t D __,,..
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'--'~-::.£.~LJ~~~::.!:::=----..!!,,,~~L-~~~~.i--------f' DESIGNER'S ADo'RESS
CENSUS TRACT I GP LAND USE I PARK ING SPACE RES UNITS I
QTY. PLUMBING PERMIT -ISSUE 7~
EACH FIXTURE TRAP
,
EACH BUILDING SEWER
EACH WATER HEATER AND/OR VENT
EACH GAS SYSTEM 1 TO 4 OUTLETS
EACH GAS SYSTEM 5 OR MORE
EACH INSTA~ .. ALTER, REPAIR WATER PIPE
F/P FLR ELEV.
YO NO
GRADING PERMIT ISSUED I REDEVELOPMENT
AREA
v D ND YO NO
QTY. MECHANICAL PERMIT -ISSUE
INSTALL FURN. DUCTS UP TO 100,000 BTU
OVER 100,000 BTU
BOILER/COMPRESSOR UP TO 3 HP
BOILER/COMPRESSOR 3-15 HP
METAL FIREPLACE
VENT !'AN SINGLE DUCT
DESIGNER'S PHONE
NO
STORIES
LICENSE NO.
OCC GP ra~~
TYPE I OCC LOAD v:l)
EDU
Fl RE SPR
YO NO
ZOE ys/5~
PLAN t.D. # BUILDING SQ. FOOTAGE ~t,~~
I U/U4/1:Jti2i:ib.:i
~O'U!2!;;1,_,~-I U/U1f/ E:F,
Not Valid Unless Machine Certified
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::::.?--~-' SUMMARY/ACCOUNT NUMBER
U-. ---BUILDING PERMIT 001-810·00·00-8220 I .:l~. so 7 SIGN PERMIT 001-810·00-00-8221
PLAN CHECK 001·810-00-00-8806 B~.~'51'
TOTAL PLUMBING 001-810·00·00-8222
ELECTRICAL 001·810·00-00-8223
MECHANICAL 001-810·00·00-8224 -, --~r )J~r~~~~gtunder Sec. _______ , B & P.C -------------•• I EACH VACUUM BREAKER MECH EXHAUST -HOOD/DUCTS M0BILEH0ME 001-810-00-00-8225 u
D I hereby affirm that I have a certificate of consent to
self-insure. or a certificate of Workers Compensation In-
surance. or a certified copy thereof (Sec. 3800. Labor Code)
POLICY NO.
COMPANY
D Copy is filed with the city
D Certified copy is hereby furnished
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
,(This section need not be completed if the permit
is for one hundred dollars ($100) or less)
D I certify that m 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' Campen·
satlon Laws of California.
NOTICE TO APPLICANT: If, after making this Cert1flcate
of Exemption, you should become subject to the Workers'
Compensation provisions of the Labor Code, you must
forthwith comply with such,provls1ons or this permit shall
be deemed revoked.
0 I hereby affirm that there is a construction lendmg
agency for the performance of the work for which this per-
mit is issued (Sec. 3097, Civil Code)
Lender's Name, ____________ _
Lender's Address ____________ _
I WATER S0FTNER j RELOCATION OF EA FURNACE/HEATER M0BILEH0ME PARK INSP
f EACH ROOF DtlAIN (INSIDE) SOLAR 001-810·00·00·8226
I
I I f TOTAL PLUMBING
TOT/.L MECHANICAL 1 _.,,.-
STRONG MOTION 880-519·92-33
FIRE SPRINKLERS 001-810·00-00·8227
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I QTY. ELECTRICAL PERMIT -ISSUE
f ~-=--QTY. SOLAR -ISSUE I PUBLIC FACILITIES FE_L_ _332-810·00·00-8930
I NEW CONST EA AMP/SWT rBK R COLLECTORS SCHOOL FEE -DISTRICT
I 1 PH 3 PH I STORAGE TANKS Carlsbad
I EXIST BLDG EA AMP/SWT/BKR ROCK STORAGE Encinitas
f 1 PH 3 PH
I PUMP San Diegwto
f REM0DEL.'AL HR PER CIRCUIT PLAN CHECK FEE San Marcos
I TEMP POLE 200 AMPS
I OVER 200 AMPS I LICENSE TAX 001-IUQ-00-00-8162 .3s--l-. 40
I TEMP OCCUPANCY (30 DAYS)
I ---------··
MFF .,,.......... .,/'li80·519-92-57 _,,_ ~
CREDIT DEPOSIT /. ,._. L lC/.G,$1
TOTAL ELECTRICAL TOTAL SOLAR TOTALFEESP·M,.r_,~-r~J.A : I I 1r--"".""" _________________ .....,_i.--1....-,-~--------.....i----.ll.----~--~~.J....J1...:::..._._;i;..~::::::::.~...J
f I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. E~ery pe,:m1_t issued.by the Building Offic1al under the prov1s1onsofth1s 1 * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER
5' 0" DEEP AND DEMOLITION OR CONSTRUCTION OF
STRUCTURES OVER 3 STORIES IN HEIGHT
I CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code ~hall expire by hm1tation and become null and void If the building or work
I DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT JS au!hcmzed by such p~n:nlt IS not commenced within 180 days from the.dais> of such
ISSUED: TO COMPLY WITH All CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON· ~b~m~~no:d'~ the bulid,n?t or work authon;:e(l by such permit Is suspended or
I STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND '--;,;:, ::::;'"'.';::::::7.:::;::':t~a::-n'.:;:;:;t,:':m::e-:=a':t'::e'-r-"th:"e'--'w"'o°"r.,,_k..,,1s::.,c,::o:c,m~m=enc!!c::::e:!:!d...!f~or!...a2-f:=erc!!10e!ad!.:o~l'--1t.s8~0.J,d~acx:s~,--=-1~~~~!"""-------------------~
1 KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND APPL! T' TURE lf. OWNER O CONTRACTOR
I EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE .
: GRANTING OF THIS PERMIT. <' ~
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City of Carlsbp.<;J
1200 'ELM, CARLSBAD, CA 92008 • TEL. (619) 438-5525
,
Job
Address
Owner
,,,,. (' ._,.;-(}
MISCELLANEOUS
RECEIPT
M"ISCELLANEOUS FEE RECEIPT
Mailing
Address (-,-:> ("_'f /:
D . PLAN CHECK FEE ___ o1.,..-o_o_-o_o-_ss_o_s ___ -+--~-----
/
I'":' ' ;; ') • . { D VALUATION _____ __,__,_· '_..:c··=]·"-''.:..;:1~---"-0 __ _, _____ _ r ( { :,C,111)1, (, ,,1;~,q
City r\ci ,. I c-,; 1,,0 I~ ~-D ,_;,.., ·,r,,f' ,..,.,...._/:"._ '7'/(-/ I DEMOLITION ___________ -+--------1
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Contractor /) 0 HOUSE MOVING ___________ -t---------t
( -r--:t,1) t t:' n/r,::,,r -r:<,,..,. _-;-Ar
Address ,, _" /'7 . /J O PARKS' AND RECREATION FEE-------J----------1 ;; sJ?6 I-: t "'/,l/VJ1/J() I J11?A f'()/f IP' , .__ __ _s.....,2.C,l...!,d__.[__..:.~L,,f.L.-l.ll.,.,U.,_4,.LC/--Lt.L:2...--"""""'-=-'---,I D PUBLIC FACILITIES FEE _______________ --1
City ('1.AfJd?;t';Jt; Zip ,·zoo? Tel. 5'·?R Y2.c? D
SCHOOL FEE -DISTRICT ________ --11---------1 State Lie. J City
S. Classit. /.";) 3? / _r r;-" / Lie. No. 9 2. § 3'
COMPLETE FOR PLAN CHECK ONLY
LEGAL DESCRIPTION
ASSESSORS PARCEL NO.
DESCRIPTION OF \NORK
PLAN ID NO.
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, D Carlsbad _____________ -1--------1
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Encinitas _____________ +---------1
San Diego ____________ -+-------I
San Marcos _____ ~-------+--------1
CERTIFICATE OF OCCUPANCY ______ --1-------1
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0, ________________ +---------1
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DESIGNER ADDRESS ,: . ;; r'J1 l .;::L r'fo!Ji.'':-);','(, &1::rl O I
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CbNTACT PERSON · '::::"' 7"A. / A? C>/R/.-r..5 *WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE
APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE
: FORl;'EITED TO THE CITY.
COMMENTS:_~--------------------1!
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·--·
.I.
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(6 I 9) 560· I 468
.:·_-,
DATE: -·D A~PLIC~NT
7 I
JURISDICTION: C~L...:5Br7D
• JURISDICTION D PLAN CHECKER
D FILE COPY
OUPS PLAN CHECK NO:
PROJECT ADDRESS: &ZCO EL C&-M?./At} KG?J'L
. D DESIGNER
PROJE cT NAME : ~ M rrN IN.sle v m 6N r..:S
D
D
D
D
D
D
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified _______________ are resolved and
checked by building department staff.
The plans transmitted herewith have sig.nif ican t deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is the jurisdiction's
copy for your information. The plans are being held at
Esgil Corp. until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
Esgil staff did not advise the applicant contact person that
plan check has been completed.
Esgil staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted: Telephone# _________ _
REMARKS: 7fiE" \2.Q::)l'V\ \:::> Bf\:3, \ C...'A-q,,.'1 fl: " ?n.o C..<2:5-;;, "
f2co rvt I -r. S-Po1LE w 1.-ri--i-Co 1-1:n'Z..,-.'J,.<,...,1:PR,.. UJ th;) 0 sm-.:o
~
Date,
7
9/R~~/
. Prepared by 1
.J;Y/J
Jurisdiction c~,8,/flt/
VALUATION AND PLAN CHECK FEE
PLAN CHECK NO. ~5--S~f-.Z-
CJ Bldg. Dept •
0 Esgil
-.. . .
BUILDING ADDRESS .. 62Z):} eL C.47--77/IVO ~7:?L_
APPLICANT/CONTACT ..:57?;7"' /41~ PHONE. NO. L/.3/? #.:2.22-._.
BUILDING OCCUPANCY ,8-z DESIGNER PHONE I/ ------
TYPE OF CONSTRUCTION V-A/ CONTRACTOR PHONE -----
BUILDING PORTION BUILDING AREA VALUATION VALUE
MULTIPLIER
.
,Y-c'8/l1 h!5Z. 4' @ 25~~2~ -/1/'S7t:J
/ ...
. .
Air Conditionin~
Commercial @ -~.
Residential (cl .
Res. or Comm.
Fire Surinklers @ . ;
Total Value /:?S,?Cl /
X 1.1) Fee Adjusted To Reflect O Energy Regulations (Fee
. OHandicapped Regulations (Fee x 1.065)
Building Permit Fee.$ /2,8~5"'?J _;.-----------------------"'--------
Plan Check Fee $ 83, S-S-$ -----------------------"-------
COMMENTS._•----------------------------
8/4/82
;:_
•.
r
,.
PLANNING: TYPE OF STRUCTURE_~....,,/ ..... ~_-_________ _ ZONE: -----
-
SCHOOL FEES: SAN OIEGUITO ---------ENCINITAS -------
NUMBER OF UNITS CARLSBAD SAN MARCOS
0:::
1.1.,1
3 1.1.,1
-------
BUILDING HEIGHT ________ _
FENCES/WALLS _________ _
THO CAR GARAGE ----------
-------
REQUIRED SETBACKS ____ _
FRONT --------SI OE ________ _
REAR ---------
;; ~ COMMENTS: ________________________ _
I.I.I< a: Q
~ D REDEVELOPMENT A?2ROVAL REQUIRED: -§~ D . . -----------------
= ::::, C:..:0-0 8 ~ LANDSCAPE PLAN COrt-iENTS: --------------------
ENVrnm:r-iZNTAL R~QUIREQ: ---------------------
ADDITIONAL COMi'-1ENTS: ---------------------
ENGINEEfUNG LEGAL DESCRIPTION VERIFIED? ____ A.P.N. CHECKED?_
P.F.F. ______ PARK IN LIEU _______________ _
R.O.l~: IMPROVEMENTS:----------------
______________ E.D.U: __________ _
SEWER: ________________________ _
LATERAL: -----------DRIVEWAY: _________ _
GRADING PERMIT:·---------------------
-l.&J > .... ~ ! DRAINAGE: ________________________ _
I-1.1.,1
uc::i::
1.1.,1-
EASEMENTS: __________ ADDITIONAL C0""1ENTS: _____ _ ~ .o -c:::io
~ ~ D . -0-K _T_O _I-SS_U_E_: ~=~-,"-;e;;::::. :::::::~~~--DA_T_E_: --~--0--4i--V£_...,...J_,-,---_~_ -----
* ENGINEERING INSPECTION REQUIRED: _______________ _
PUBLIC WORKS INSPECTOR: _________________ _
FINAL OK: -----------DATE: __________ _
* IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS
(DRIVEWAYS, CURB CUT, DRAINAGE, ETC.)
-., 1200 ELM AVENUE
CARLSBAD, CA 92008-1989
<tCitp of <tCarlsbab
FIRE DEPARTMENT
PAGE 1 OF_
TELEPHONE
(619) 438-5523 APPROVED I)\ ,, .
DISAPPROVED
PLAN CH ECK REPORT PLAN CHECK#
)1~:5:5e5
"d ) "L' f /".l // -:J ,.... y /1 L'J PROJECT ,..yl:;(11:::a?(/4 /A)lr ,2. u112 ADDRESS ti? ?c::LJ0 r:;... (.,:. ,,,,,,_.
ARCHITECT A r ADDRESS -;'-=-------=---PHONE _____ _
OWNER 0.l'-<-A7//J1.,,f),,n ;;)v:,t;;A,zvb{,P} ADDRESS ~ EC,f?. PHONE u,, .3,_P-7r'J-/ ,.,--;7 ·-. -
OCCUPANCY kJ~ :Z,.--CONST. _____ TOTALSQ.FT. _____ STORIES
,, SPRINKLERED od TENANT IMP. __________________________ _
APPROVAL OF PLANS IS PREDICATED ON CONFORMING
TO THE FOLLOWING CONDITIONS AND/OR MAKING
THE FOLLOWING CORRECTIONS:
PLANS, SPECIFICATIONS, AND PERMITS
__ 1. Provide one copy of: floor plan(s); site plan; sheets -------~------------
--2. Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project.
__ 3. Provide specifications for the following: _______________________ _
__ 4. Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon,
CO2, alarms, hydrants). Plan must be approved by the fire department prior to installation.
__ 5. The business owner shall complete a building information letter and return it to the fire department.
FIRE PROTECTION SYSTEMS AND EQUIPMENT
"(~e following fire protection systems are required: rn Automatic fire sprinklers (Design Criteria: ______________________ _
lo Dry Chemical, Halon, CO2 (Location: ________________________ _
D Stand Pipes (Type: ------------------------------0 Fire Alarm (Type/Location: ___________________________ _
_L 7. ,fJre Extinguisher Requirements: /
{l:::l One 2A rated ABC extinguisher for each UGfJO sq. ft. or portion thereof with a travel distance to the nearest
__ 8.
Jl 9.
__ 10.
__ 11.
k.12.
__ 13.
,' extinguisher not to exceed 75 feet of travel.
D An extinguisher with a minimum rating of ___ to be located:
D Other: __________________________________ _
Additional fire hydrant(s) shall be provided ______________________ _
EXITS
Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort.
A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exit and
doors-----------------------------------
EXIT signs (6" x ¾" letters) shall be placed over all required exists and directional signs located as necessary to
clearly indicate the location of exit doors.
GENERAL
Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and
hazardous chemicals shall comply with Uniform Fire Code.
Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exc~ed 15 feet
in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil-
ing is to be done, comply with Uniform Fire Code, Article 81.
__ 14. Additional Requirements. ---------------------------;-----
!'
--15. Comply wi.fhJ:.,egulations on attached sheet(s). )7. r
Plan Examiner / ' ./ l _?;;rJ,.,,/[/lh~ ,,.--· ' ~
9.. /)~-f (_:--
Date~-~o!i_J~~~------
Report mailed to architect ___ Met with _____________ _ __ Attach to Plans J
Date: e-~:,-iS
Job :/I=: SS -~~
Cales by: \• \... •
Sheet I of _q __ _
STRUCTURAL CALCULATIONS
FOR
LC\.'o o.~Jl;-+t-9!\.., -~~
~-:.1:n .... .MA ,j. -~~ b~
Sheet ~ of :j ..
STRUCTURAL GENERAL NOTES
FOUNDATION NOTES
1) ALL EXISTING LOOSE OR UNCOMPACTED FILLS SHALL BE EXCAVATED,
PROPERLY TREATED, REPLACED AND PROPERLY COMPACTED.
2) CONSULTANT MAKES NO REPRESENTATIONS CONCERNING SOIL CON-
DITIONS UNLESS SPECIFICALLY INCLUDED IN WRITING AND HE IS NOT
RESPONSIBLE FOR ANY LIABILITY THAT MAY ARISE OUT OF THE
MAKING OR FAILURE TO MAKE SOIL SURVEYS, OR SUB-SURFACE SOIL
TESTS, OR GENERAL SOIL TESTING.
3) SUBSURFACE DRAINAGE SHALL BE PROVIDED BEHIND RETAINING
WALLS BY MEANS OF WEEP HOLES OR A DRAIN CONSTRUCTED IN
ACCORDANCE WITH THE UNIFORM BUILDING CODE.
4) CONTRACTOR TO PROVIDE FOR DE-WATERING OR EXCAVATING
FROM EITHER SURFACE WATER, GROUND WATER OR SEEPAGE.
5) CORNERS AND WALL INTERSECTIONS OF TRENCH MUST BE HAND
EXCAVATED. BOTTOM MUST BE HAND EXCAVATED LEVEL WITH SHARP
CORNERS. -
6) CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC., ENCOUNTER-
ED DURING EXCAVATIONS AND BACKFILLING.
7) THE RETAINING WALL SHALL NOT BE BACKFILLED UNTIL THE ENGIN-
EER IS NOTIFIED OF DATES AND TIMES OF CONSTRUCTION AND
BACKFILL.
8) BACKFILLING OF RETAINING WALLS TO BE COMPACTED BY LIGHT
HAND HELD COMPACTORS ONLY. NO VEHICLES.
CONCRETE NOTES
1) CONCRETE USED IN THE WORK SHALL HAVE THE ULTIMATE COM-
PRESSIVE STRENGTH OF 2000 PSI AT AGE OF 28 DAYS,OR OTHERWISE NOTED.
2) THE MAXIMUM SIZE AGGREGATE IN CONCRETE SHALL BE THE
FOLLOWING: 1½" IN FOUNDATION AND MASS CONCRETE.
3) PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE 1.
4) AGGREGATE (STONE CONCRETE) SHALL CONFORM TO ASTM C-33.
5) UNLESS OTHERWISE SHOWN OR NOTED, CONCRETE COVERAGE OF
REINFORCING BARS TO FACE OF BAR SHALL BE AS FOLLOWS:
A) CONCRETE IN CONTACT WITH EARTH, UNFORMED (REGULAR) 3".
B) CONCRETE IN CONTACT WITH EARTH, FORMED (REGULAR) 2".
6) ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE
INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING
CONCRETE.
MASONRY
1) BLOCK MASONRY UNITS SHALL BE GRADE "A" HOLLOW CORE CON-
CRETE BLOCK CONFORMING TO ASTM C-90 LATEST REVISION, AND
IN ADDITION, SHALL HAVE A MAXIMUM SHRINKAGE OF .06% FROM
THE SATURATED TO OVEN DRY CONDITION. MINIMUM ULTIMATE
STRENGTH OF BLOCK SHALL BE 2000 PSI.
Sheet _:,__ of er
MASONRY -continued
2) MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN
THE FOLLOWING RATIO BY VOLUME; ONE PART PORTLAND CEMENT,
THREE PARTS SAND AND 1/4 PART TO 1/2 PART MAXIMUM-LIME OR
LIME PUTTY.
3) GROUT SHALL BE DESIGNED BY THE TESTING LAB AND SUBMITTED TO
ENGINEER FOR TESTING. GROUT SHALL TEST 2000 PSI.
4) MORTAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000
PSI.
5) MINIMUM LAP REINFORCING STEEL SHALL BE 40 BAR DIAMETERS
MINIMUM. PROVIDE½" MINIMUM CLEARANCE FROM BLOCK MASONRY
CELLS.
6) MAXIMUM HEIGHT OF GROUT POUR SHALL BE 4'-0" UNLESS CLEAN-
OUT OPENINGS ARE PROVIDED AT THE BOTTOM OF CELLS TO BE
FILLED.
7) NO COLD JOINTS ARE PERMITTED UNLESS SPECIFICALLY DETAILED.
8) VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT;
ANY OVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS
SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS.
9) ALL CONCRETE BLOCK MASONRY WHERE SHOWN ON WALL DETAIL
SHALL HAVE A CONTINUOUS INSPECTION BY A REGISTERED INSPEC-
TOR WHERE CALLED OUT,
REINFORCING STEEL
1) ALL REINFORCING BARS SHALL BE ASTM A-615 GRADE 40 FOR #5
BARS AND GRADE 60 FOR #6 AND LARGER. DEFORMED BILLET
STEEL BARS EXCEPT AS NOTED.
2) FABRICATING DETAILS SHALL CONFORM TO THE ACI MANUAL OF
ST AND ARD PRACTICE.
3) ALL REINFORCING BAR BENDS TO BE MADE COLD.
4) SPLICES IN REINFORCING STEEL SHALL BE 40 BAR DIAMETERS IN
MASONRY. SPLICES IN CONCRETE SHALL BE A MINIMUM OF 40 BAR
DIAMETERS.
5) BARS MAY BE IN CONTACT WHEN FORMING A LAPPED SPLICE.
STRUCTURAL STEEL
1) ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 -UNLESS
OTHERWISE NOTED.
2) ALL LIGHT-GAUGE STEEL SHALL HAVE 33 KSI YIELD STRENGTH -
UNLESS OTHERWISE NOTED. .
3) ALL WELDING SHALL CONFORM TO AWS AND AISC STANDARDS.
4) ALL MACHINE BOLTS SHALL BE A307 MINIMUM -UNLESS OTHER WISE
NOTED.
5) ALL ANCHOR BOLTS SHALL BE A36 STEEL MINIMUM.
Sheet ~ of _Cf-=---
TIMBER
1) ALL STRUCTURAL LUMBER TO BE DOUGLASS FIR -GRADE MARKED
PER CALL OUT IN ENGINEERING CALCULATIONS.
2) ALL NAILING SHALL CONFORM TO U.B.C. TABLE 25-Q UNLESS OTHER-
WISE NOTED.
GENERAL NOTES
1) THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND
CONDITIONS PRIOR TO STARTING CONSTRUCTION. ENGINEER SHALL
BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES AND INCONSIS-
TENCIES.
2) CLIENT AGREES THAT CONSULTANT WILL NOT PERFORM ON-SITE
CONSTRUCTION REVIEW FOR THIS PROJECT.
LUMBER
1) SPECIES -DOUGLAS FIR -LARCH
2) WOOD STRESSES -REF. 1, TABLE 25-A-l
Fb
Grade Single Rep. Ft Fv Fc1 Fc11 E
2"-4" thick #2 1450 1650 850 95 385 1000 1,700,000
2"-4" wide
2"-4" thick #1 1500 1750 1000 95 385 1250 1,800,000
6 11 & wider #2 1250 1450 650 95 385 1050 1,700,000
Select 1600 --950 85 385 1100 1,600,000
Beams/Stringers struct.
#l 1300 --675 85 385 925 1,600,000
Glued-
Laminated 2400 --1600 165 385 1500 1,800,000
Beams
Symbol
~ ~
~
~
~
~
~
~
~
~
~
~
Shear
260 PLF
520 PLF
380 PLF
760 PLF
560 PLF
1120 PLF
630 PLF
1260 PLF
1740 PLF
180 PLF
325 PLF
150 PLF
SHEAR WALL SCHEDULE*
Wall Sheathing
3/811 structural I plywood with 8d nails@ 611 o.c. at
edges and 12" o.c. in field. 4x @ all edges.
Wall sheathing applied to both sides of wall with
same nailing as 1 • 3x top plate and sill. 4x @
all edges.
3/811 structural I plywood with 8d nails @ 4" o.c. at
edges and 1211 o.c. in field. 4x@ all edges.
Wall sheathing applied to both sides of wall with
same nailing as 2 • 3x top plate and sill. 4x
studs.
½" structural I plywood with 8d nails @ 2½11 o.c~ at
edges and 1211 o.c. in field. 3x top plate and sill.
4x @ all ecJ.ges. -
Warr sheath1ng· applied to both sides of wall with
same nailing as 3 • 3x top plate and sill. 4x
studs.
½" structural I plywood with 8d nails @ 211 o.c. at
edges and 12" o.c. in field. 3x top plate and sill.
4x @ all edges.
Wall sheathing applied to both sides of wall with
same nailing as 4 • 3x top plate and sill. 4x6
studs@ 16" o.c.
5/8" structural I plywood with 10d nails @ 211 o.c.
at edges and 1211 o.c. in field. 3x top plate and
sill. 4x6 studs. Wall sheathing a,pplied to both
sides of wall.
7 /811 stucco over paper backed lath w/16 gauge
staples @ 611 o.c. at top and bottom plates, edges
and in field.
7 /8" stucco over paper backed lath w /16 gauge
staples @ 3" o.c. at top and bottom plates, edges
and in field.
½" drywall, with 5d cooler nails @ 4 11 o.c. edge
and field. Block all edges.
Sheet ___ of __ _
Sill Connection***
Wood) 16d @ 6" o.c.
Masonry and Concrete) 5/8" A.B. @ 36" o.c.
Wood) 16d @ 3" o.c.
Masonry and Concrete) 5/8" A.B. @ 24" o.c.
Wood) 16d@ 4" o.c.
Masonry and Concrete) 5/8" A.B. @ 24" o.c.
Wood) See Calculations
Masonry and Concrete) 3/4" A.B. @ 24" o.c.
Wood) 16d @ 3" o.c.
Masonry and Concrete) 5/8" A.B. @ 24" o.c.
Wood) See Calculations
Masonry and Concrete) 3/4" A.B. @ 16" o.c.
Wood) See Calculations
Masonry and Concrete) 5/8" A.B. @ 24" o.c.
Wood) See Calculations
Masonry and Concrete) 3/4" A.B. @ 16" o.c.
Masonry and Concrete) 7 /8" A.B. @ 12" o.c.
Masonry and Concrete) 5/8" A.B. @ 32" o.c.
Wood) 16d @ 8" o.c.
Masonry and Concrete, 5/8" A.B. @ 24" o.c.
Wood) 16d @ 4" o.c.
Masonry and Concrete) 5/8" A.B. @ 48" o.c.
Wood) 16d@ 8" o.c.
g3
CD ~
tr}
0 '"" r
Sheet ___ of __ _
SHEAR WALL SCHEDULE* -continued
Symbol
&
~
~
~
Shear
100 PLF
200 PLF
100 PLF
200 PLF
Wall Sheathing
½" gypbrd. w/5d cooler nails @ 7" o.c.
Wall sheathing applied to both sides of wall with
same nailing as 9
5/8" gypbrd. w/6d cooler nails @ 711 o.c.
Wall sheathing applied to both sides of wall with
same nailing as 10 •
* All shear wall edges are blocked w/4x
** Walls a minimum 2x4 stud @ 1_6" o.c.
*** All anchor bolts a minimum 8" embedment.
Sill Connection***
Masonry and Concrete} 5/8" A.B. @ 48" o.c.
Wood) 16d @ 16" o.c.
Masonry and Concrete) 5/8" A.B. @ 32" o.c.
Wood) 16d @ 8" o.c.
Masonry and Concrete) 5/8" A.B. @ 48" o.c.
Wood) 16d @ 16" o.c.
Masonry and Concrete) 5/8" A.B. @ 32" o.c.
Wood) 16d @ 811 o.c.
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