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5422
MORREY CONSTRUCTION
Well 15/17 Chlorination Building Expansion
Water Resources
LEG 12-1
.8/25/2014
11/23/2014
11/30/2014
2015
PUBLIC WORI�S AGREEMENT � �
- ��
THIS AGREEMENT is entered into betwee /
, n the Cit of Bremerton a Washm o�
Y � � �
« ,,, , ,�� .
Municipal,Corporation ( Cit} ), and Mone� Construction (Contractor ), :�Those mailing address is
8393 Raven Creek Ct NW, Bremerton, WA 98311.
The parties agree as follows:
1. CONTRACTOR SERVICES. The Contractor shall perform the following services
for the City: Construct a building addition to the chlorination building for WelIs 15/17 per the
attached si:etch, Exhibit A.
2. TIME OF COMPLETION. Contractor shall complete the work within 90 days
from the date this contract is signed.
3. COM�ENSATION. The Cit_y shall pay the Contractor the total amount of
$16,009.00, plus any applicable Washin�on State Sales Tax, for the work and services
contemplated in this agreement. The City sha11 pay the Contractor fifty percent (50°/a) of the
Contract amount upon completion and acceptance of the work by the City, and the remainder upon
fulfillment ofthe conditions listed below and throu�hout this aareement.
A. No Performance Bond. Because this contract, including applicable sa.les tax,
is less than �25,000, and pursuant to Chapter 39.Q8 RCW, the Contractor, in
lieu of providing the City a performance bond, has elected to have the owner
retain the final fifty percent (50%) of the Contract amount for a period of
- sixty (60} days after the date of final acceptance, or until receipt of all
necessary releases from the State Department of Revenue and the State
Department of Labor & Industries and until settlement of any liens filed
under Chapter 60.28 RCW, whichever is later.
B. Defective or Unauthorized Work. The City reserves its right to withhold
payment from Contractor for any defective or unauthorized work. Defective
or unauthorized work includes, without limitation: work and materials that
do not conform to the requirements of this agreement; and extra work and
materials furnished without the City's written approval. If Contractor is
unable, for any reason, to satisfactorily complete any portion of the work, the
City may complete the work by contract or otherwise, and Comractor shaii be
liable to the City for any additional costs incurred by the City. "Additional
costs" shall mean all reasonable costs, including legal costs and attorney fees,
incurred by the City beyond the maximum Contract price specified above.
The City further reserves its right to deduct the cost to complete the Contract
wc�rk, incl�ding any Additior�al Costs, fro� any and all amou�ts due or to
become due the Contractor. °
C. Final Pavment: Waiver of Claims. THE ACCEPTANCE OF FINAL
PAYMENT (EXCLUDING WITHHELD RETAINAGE) SHALL
CONSTITUTE A WAIVER OF CLAIMS, EXCEPT THOSE PREVIOUSLY
.•
AND PROPERLY MADE AND IDENTIFIED BY C�NTRACTOR AS
UNSET3'LEfl AT Ti-�E TiME �EQ�JES�' �'OR F1NAi., �'AYMENT IS
� I MA.DE.
- •, 4. INDEPENDENT COI�TTRACTOR. Contractor is and si�aii be at ail tiines acting as
• an independent contractor a�id not as an employee of the City. Ti�e Contractor shall secure at its
e�pense, and shall be responsible for all payments of income tax, social security, state industrial
'�, insurance compensation, unemployment compensation and all other payroll deductions for the
Contractor, officer, agents, employees and sub-contractors. T�e Contractor shall also secure all
applicable business licenses, if required, in connection with the contract services, including all
required licenses for Contractor's officers, agents, employees and sub-contractors.
5. TERIVIINATION. The Ciiy may terminate this agreement without notice for good
cause. "Geod c-a.use" sl�all �nclude, ��ithout lin�it�tier� an�� ore or rmore ef the fo�lo��ina e��ents:
A. The Contractor's fa.ilure to supply sufficient skilled workers or suitable
ma.terials or ec�,t���mer��.
B. The Contractor's failure to prosecute the work with such diligence as will
ensure its physical �ompletion within the original physical comgletic�n time
specified in this Aa eement and any extensions of time which may have been
granted to the Contractor by change order or otherwise.
C. The Contractor's failure to make full and prompt payment to subcontractors
or for material or labor.
D: The Contractor's disregard o�federal, state orlocal laws, rules orregula�ians.
E. The Contractor's filing for bankruptcy or becoming ad bankrupt.
F. The Contractor disregards the authority of the City.
G. The Contractor performs work whieh deviates from the Contract, and
neglects or refuses to correct rejected work.
H. The Contractor's failure to provide continuous competent supervision.
T. '�he Contractor otherwise violates in any material way a.ny provisions or
requirements of the contract.
If the- �ity terminates this agreement for good cause, the Contractor shall not receive any
monies due under this agreement, if any, until the Contract work is completed.
6. �i�VAii,�TG WAG��S. Coirtractor shali file a"Statemerrt of Intent to �ay
Prevailing Wages," with the State of Washington Department of Labor & Industries prior to
commencing the Contract work. Contractor shall pay prevailing wages ant� comply with Chapter
39.12 of the Revised Code of Washington, as well as any other applicable prevailing wage rate
provisions. Th� 1 �pr�vailing wage rate revision issued by the Department of Labor and
Industries is attached.
7. CHANGES. The City may issue a written or oral work change directive for any
change in the Gont? work du the perfc�rmance of this agreeme??t. If the C�ntractor
" determines, for any reason, that a change order is necessary, Contractor must submit a written
"�!'; change order request to the City's project manager within two (2) business days of the date the
Contractor knew or should have known of the facts and events giving rise to the requested change.
If the City determines that the change increases or decreases the Contractor's costs or time for
performance, the City will make an equitable adjustment. The City will attempt, in good faith, to
reach agreement with the Contractor on alI ec�uitable adjustments. However, if the parties are
unable to agree, the �ity will deternune the equitabie adjustment as it deems apprd�ri�.te. The
Contractor shall proceed with the change order work upon receiving either a written or oral work
change directive from the City or a change order from the City. If the Contractor fails to require a
change order within the time allowed, the Contractor waives its right to make an_y claim or submit
subsequent change order requests for that portion of the contract work. If the Contractor disagrees
with the equitahle adiustn�ent the C_'c�ntractor must com�lete the chan�e order �unrk; h�;��ever, the
Contractor may elect to protest the adjustment as provided below:
A. Procedure and Protest by the �ontractor. If the �ontractor disagrees with
anything required by a written work change directive, oral work change
directive or change order, including_ any direction, instruction, interpretation,
or determination by the City, the Contractor shall:
1. Give a signed writien notice of protest to the City witnin one business
d�v:
2. Supplement the written protest within five (5) calendar days with a
written statement that provides the following information:
a. The date of tlie Contract's protest.
b. The n_ature and circt�mstances that c����ed the nrotest.
c. The provisions in this agreement that support the protest.
d. The estimated dollar cost, if any, of the protested work and
how that estimate was determined.
e. an a*!a1_ysis of the progress s��?eduie S�lOu�in� fih� sC11eG�
change or disruption if the Contractor is asserting a schedule
change or disruption.
The Cornractor shaii i�eep compiete records of extra costs and time
incurred as a result of the protested work. The City shall have access
to any of the Contractor's records needed for evaluating the protest.
3. Th� City wi�i eva�uatE ai� pr�tests, provided #i�e prflcedures in this
section are followed. If the City determines that a protest is valid, the
City will adjust payment for work or time by an equitable adjustment.
No adjustment will be made for an invalid protest.
B. �ontractor's Duty to Complete Protested Work in spite of any protest, the
Contractor shall proceed promptly with the work as the City has ordered.
C. Contractor's Acceptarice of Cha�. The Contractor accepts all
rec��iirements of a change order by: (1) endorsing it, (2) writing a separate
acceptance, or (3) not protesting in the way this section provides. A change
order that is accepted by Contractor as provided in this section shall
constitute full paymen� and final sett�ement of all claims foF eontract time and
� for direct, indirect and consequential costs, including costs of delays related
�� � to �}� ��erk e�tl�er cove�ed or affecte� by the chan�e.
D. Failure to Protest Constitutes Waiver. By not protesting as this section
provides, the Contractc�r also waives a�_y addi#ional en#i#lement a�d accepts
from the City any written or oral order (including directions, instructions,
interpretations, and determination).
E. Failure to Follos�v Procedures - Constitutes Waiver. By failing to follou� the
procedures of this section, the Contractor completely waives any claims for
protested work and accepts form the City any writteri or oral order (including
directions, instructions, interpretatians, and determination).
8. CLAiiVIS. The Contra�tor si�aii give w7ittzn noti�e to the City of ali �laims other
than change orders within faurteen (14) calendar days of the occurrence of the events giving rise ta
the claims. Any claim for damages, additional payment for any reason, or extension of time,
whether under this agreement or otherwise, shall be conclusively deemed to have been waived by
the Contractor unless a timely written claim is made in strict accordance with the applicabiz
provisions of this agreement; or, if (and onl_y i� no such provision is applicable, unless that claim is
set forth in d�tail in writing and received by tlie City within seven (7) calendar days from the date
Contractor lcnew, or should have known, of the facts giving rise to the claim. At a minimum, a
Contractor's written claim must include the information set forth regarding protests in Section
7. �.'.a.-e.
FAILURE TO PROVID�, A Cl)iVIF'LETE, WRI11�N Nililrl(,AiiUN Ur C;LAlivl
WITHIN THE TA�IE ALLOt�ED SHALL BE AN ABSOLUTE WAIVER OF ANY CLAIMS
�RIS�TG IN�� ��'�':�Y i RO� 1 T� FnCTS O� E�'E�`�TS SL'R�D�UNL�.:� TI-i�T �L��Z
OR CAUSED BY THAT DELAY.
Con#raetor mus#, in any event, file any clai�n or bring any suit arising from or connected
with this asreement ��ithin 120 calendar da��s from the date the contract work is complete.
9. i�'Aiti2AN3 Y. The Contractor shall correct all defects in workmanship and
materials within one year from the date of the Contractor's acceptance of the City's final payment
under this contract. When defects are corrected, the warranty for that partion of the work shall
ea-tend for one year form the date such correction is completed and accepted by the City. The
Contractor shall begin to coirect any defects within seven (7) calendar days of its receipt of notice
from the City of the defect. If the Contractor does not accomplish the corrections within a
reasonable time, the City may co�nplete the corrections and the Contractor sha�l pay ali costs
incurred b�,= the City in orde� to aecomnlish the e•orrection.
10. Il�DEMNII+ICATION. Contractor shall defznd, ind�mnify and hold the City, its
officers officials employees agents and volunteers harmless from any and all claims, injuries,
damages, Iosses or suits including all legal costs and attorney fees, arising out of or in connection
with the performance of this agreement, except for injuries and damages solely caused by the City's
neg�igence.
The City's inspection or acceptance of any of Contractor's work when coinpleted shall not
b� gro�nels ta ��rc�ic� an;� of th�s� �nvenants of ind�m�.if ��.tion.
Shbuid a court �f competent jurisdiction deternun� that this �gre�ment is subject rto RCW
4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or
damages to property caused by or resulting from the concurrent negligence of the Cantraetor and
the City, its officials, employees, agents ancl volunteers, the Contractor's Iiability hereunder shall be
only to the extent of the Contractor's negligence.
I� IS �URTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THfS
INDEl��TIFICATIOI�T CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY
UNL�� 1i�i1llC151�KIAL iIV5L1t�11IVL�, 1�11'L� �1 1�1;W, �UL�LY r(J� �l�tl� I�U�US� Ur T�iiS
INDENIl�TIFICATION. THE PARTIES ACKNOWLEDGE THAT THEY HAVE R�Ii.JTUALLY
T �GOTI�TED TY�IS �'�' aIVER.
'Ihe provisions of this section s�all survive the expiration or termination of this agreement.
11. INSURANCE. The Contractor shall procure and maintain for the duration of this
�� eement, insurance a�ainst claims fc�r injuri.es t� persc�ns or dama�e to nropErty that may arise
from or in connection with the performance of the Contract work �y the Contractor, its agents,
representatives, employees or subcontr�ctors.
Before beginning the work on the project d�scribed in this agreement, the Cflntractor shall
provide a Certificate of Insurance evidencin�:
A. Automobile Liabilitv insurance with limiis no less than $1,000,0�0 combined
sin�le limit �er a.ccident for bodil�� injury and properhT d�naae; and
B. Commercial General LiabiliLV insurance written on an occurrence basis with
limits no less than $2,OOQ,000 combined single limit per occurrence and
$Z,000,000 agg�'egate for personal injury, bodily injury and property damage.
Ca��eraje shall include but not l:� limited to: hlanket cantractual;
products/completed operations/broad iorm properiy damage; explosion, collapse
and «nderground (XCU) if applica.ble; and employer's liability.
Any payment of deductibte or self insured retention shall be the sole res�onsibility of the
Contractor.
The City rzszrves the right to receive a czrtified copy of all thz rzquired insurancz policies.
The City, its of�icials, emplo}=ees, agents and volunteers shall be named as an additional
insured on the insurance policy, as respects work performed by or on behalf of the Contractor and a
copy of the endorsement naming the City as additional insured shall be attached to the Certificate of
TnSUrarCB
The Contractor's insurance shalt contain a clause stating that coverage shall apply
segarately to each insured against whom claim is made or suit is brought, except with respects to the
limits of the insurer's liability.
The Contractor's insurance shal� be primary insurance as respects the City, and the City
shal_l be oiVen thirt; (3Q) cale�?�ar �ia�s pri�r writ�en n�tice �y certifed rnaii_, re±urn rec?igt
requested, of any cancellation, suspension or material change in coverage.
If this contract requires work to be performed in or on navigable waters, the Contractor
shall provide insurance written on an occurrence basis with limits no less than $2,000,000 combined
singie limit per oc�urrence and �Z,fl00,000 agg� for clai�s �ade under ��ie Longshorerr�an and
Harbor Workers Act and the 7ones Act.
12. MISCFI,LANEOLTS.
A. Nondiscrimination. In the hiring of employees for the performance of work
u1l�eT th�s 11�eement nr �ny c>>h-cn_n_tract _h_eret�n_�1er the C�?ntra�.tpr, itS Sztb
contractors, or any peY�on acting on �ehait of such Cdntra�tor dr sub-
contractor shall not, by reason of race, religion, color, sex, national origin, or
the presence of any sensory, menta.�, physical disability or sexua� orientation
�1SCr1?T11II�t8 a�2?2?St B.TI�% p0?'SC�P_ VvI?g ie q„ali_fi_er� anr� a�ail�hl� tn Ye£ferm the
��rk to ti��hich the employment relates.
B. Compliance with Laws. Contrac#or shali comply with all federa�, state and
l�cal ta���s, rules and reguiations throughout every aspect in the performance
of this agreement.
C. Work Performed at Contractor's Risk. Contractor shall take all precautions
necessary and shall be responsible for the safety of its employees, agents, and
subcontractors in tf�e performance of this agreement. Ai� work shail be done
at Contractor's own risk, and Contractor shall be responsible for any loss of
or damage to materials taols or other articles used or kelc� far use in
connection with the work.
D. Nonwaiver of Breach. The failure of the City to insist upon strict
performance of any of the terms and rights contained herein, or to exercise
ar�y optian herein canferred in ane ar mare instances, snal� nat be canstructed
to be a waiver or relinquishment of those terms and rights and they shall
r�:r. �in in �uil fc� ce a::d �ff�ct
E. Governin,� Law. This agreement shall be governed and construed in
accordance with the laws of the State of Washington. If any dispute arises
between the City and Ccntractor under any of the provisions of this
agreement, resolution of that dispute shall be available only through the
jurisdiction, venue and rules of the Kitsap County Superior Court, Kitsap
County, Washington.
F. Attornev's Fees. To the extent not inconsistent with RCW 39.04.240, in any
claim c�r l�tvsuit for d�.mages �rising from the parkies' performance of this
agreement, each party sliall be responsible for payment of its own lega� costs
and att�rn�y's f��G in�urr�d in def�nc�ing c�r bringing su�h �laim c�r 1�wst�it;
however, nothing in this subsection shall limit the City's right to
indemnification under Section 10 of tlus a�ree�en#.
G. Written Notice. All communica#ions regarding this agreement shall be sent
to the parties at the addresses listed an the signature page af this agreement,
unless otherwise notified. Any written notice shall become effective upon
delivery, but in any event three (3) calendar days after the date of mailing by
registered or certified mail, and shall be deemed suff'iciently given if sent to
the addressee at the address stated on this aareement.
H. Assi ment. Any assignment of this agreement by the Contractor without
the written consent of the City shall be void.
I. Modification. No waiver, alteration, or modification of any of the provisions
�f thic ��TP.P.Tfi1P7it chal� �i� �;nr��nj �in�Pgc in u�ritin� anr� ciDnar� h�� a r�ul�:
authorized representative of the City and Contractor.
Severabilitv. If any one or more sections, sub-sections, or sentences of this
agreement are held to be unconstitutional or invalid, that decision shall not
affect the validity of the remaining portion of this agreement and the
remainder shall remain in fu11 force and effect.
K. Ei�tire A�reement. The written provisions and ternls of tlus agreement,
together with any attached Exhibits, supersede all prior verbal statements bv
any r�presentative of the City, and those statements shall nat be construed as
forming a part of or altering in any manner this agreement. This agreement
and any attached �xhibits contain the entire aQreement between the parties.
Should any language in any Exhibit to this agreement conflict with any
language contained in tl�is agreement, the terms of this agreement shall
prevail.
�.��I WIITvE�S WF�ItEt)F, the parties beIow have exe�uted this agreement.
CO�TRACTOR
B�r �� 5��`r�ifl'B�.
Print Name: � /l'1 e�/'
��r1e:�w'h �
DATE_ � / 010 / � �j
T'HE CI'TY OF RE�RTON
Print N m � Y /'1
�'itle: � I �''�
� a TF � Z � �'7
N otices to be sent to:
CO�TT`RnC � CR:
Morrey Construction
8393 Raven Creek Ct NW
Bremerton, WA 98311
�iotices to be sent to:
� ITY C� � ���� T'Oi� :
l OQ Oyster Bay Ave N
Bremerton, W A 98312
(360) 473-5920
(36Q) 473-2330 (f�.csimilel
APPROVED AS TO FOR�'�T:
/
Bremerto Ci Atto ey
EST:
Bremerton City Clerk
RILEGAL\C ontracts�F'ORM.S\ShortFonn.PW.A�. doc
Due to increasing regulations on gas chlorin�, the Ci�ty of Br�merton is in tl��: proce:�s of cariverting al:l gas chlorine wai:er trea�tment facilities to sr�diu�r�
hypochlorite (hypo). Last year (201Z-13) we compla�ted the conversian of f3remerton We11 18/20 facility frorn 150-It:� �;as chVorine tanks to hypo. We nre
currert�tly in the process of convertin� the Well 15/17 facility with the last facility, Andersan Creel< Pump Station 2 to be don�E: at a la�ler date,
Wheri converting from gas to hypo it requires more space for the I��ypo tanks as cc�mpared to tlie 150-Ib gas r,:filorine cylinders. The existing Well 15/17 building
is too small to accommodate the twc� hypo tanks ancl requires the building �extensic►n.
1'he Contractor's scoF�e will consist o�f:
• Securing needed buitlding p�rmits
• Cons�truct a block addition to the existing building i:o match �xisting
More detailed scope is inclucled a.n the drawings.
� CITY OF BREMERTON, V1IA
PUBLIC WORKS & UTILITIES
WELL 15/17 CHLORINATION
�UILDING EXPANSION
PARAMETRIX PROJECT # 216-1896-118
STRUCTURAL CALCULATIONS FOR
BUILDING ADDITION
BY: Steven A. Wagner, PE SE
Parametrix, Inc.
1019 39th Avenue SE, Suite 100
Puyallup, WA 98374
Phone: (253) 6046600
Fax: (253) 604-6799
TABLE OF CONTENTS PAGE
DESIGfV CRITERIA SUMMARY ................................ 1
FOUNDATIONS ...................................................... 2
CONCRETE MASONRY WALL DESIGN ..................... 3- 9
ROOF FRAMING ..................................................... 10
z�(►�
LATERAL LOADS 8� DIAPHRAGM ............................. 11
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SUBJECT l�l.l.�� J08 NO. PHASE TASK
�.vv� ,�� ,� ,
IPv�,� L�2 Clvo -�Co�{o) ,�- �,� (l� � ���2 �ll�
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�
rarametrix, inc. . ...,_.,.. ...... ... _ .. ................... ...,
1019 39th Avenue SE Number: 236-1896-118
Puyallup, WA 98374 Date: March 20, 2014
T:2534-604-6600 By: Wagner
F: Sheet � of
CMD06.03.02 Filename:
Reinforced Concrete Masonry Out-Of-Plane Loaded Wall per 2006 IBC Section 2108 (2005 MSJC Section 3.3.5)
- Ultimate Strength Design of CMU walls -
Input:
7.625 in.
# 5@ 32 inches on center
$ ft ' at 3.625 inphes from the loaded face
.
Support Condition: Pinned Top and Bottom
Wall Section
Output:
Input Reinforcing:
Wall Geometry:
8.00' high, 8" nominal thickness CMU wall
Cells Grouted at 8" o.c.
Wall Material Properties:
f " = 1,500 psi
f y = 60,000 psi
E = 1,350 ksi
E = 29,000 ksi
n = 21.48
Applied Loads: P M Wall Weight
plf plf-in psf
Dead Load 820 0 80
Floor Live Load 0 0
Roof Live Load 180 0
Snow Load 180 0
Vertical Seismic Load 100 0 10
Vertical Wind Load 0 0
Lateral Loading:
# Load Load Load Start Load End
Condition Type Location Value Location Value
E,W,H� P,T,M ft plf,psf,plf-in ft psf
1 W P 0.0 27
2 E P 0.0 40
Seismic Performance Category: D
# 5@ 32 inches o.c., A = 0.12 in p= 0.0027
maximum p= 0.0027 < 0.0069 = pmax - OK
Wall Design Geometry, Gross Moment of Inertia and Section Modulus:
Positive Moments: b= 32.00 in d= 3.63 in
Negative Moments: b= 32.00 in d= 4.00 in
Gross Section: b= 12.00 in
I = b*t = 443 in
S = I /(U2) = 116 in
Allowable Stresses and Cracking Moment:
h'/t = 12.59 < 30 - F max = 0• �m
Maximum Axial Stress for h'/t > 30 = 0.05 f" = 75 psi
Maximum Axial Stress for h"/t < 30 = 0.2 f' = 300 psi
f �= per MSJC Table 3.1.7.2.1 = 163.0 psi
M�� = S f �/1000 = 19.0 kip-in/ft
1. E= Earthquake Force. W= Wind Force, H= Soil Pressure Load
2. P= Point Load, T= Trapezoidal or Uniform Load, M= Concentrated Moment
' "�-^- • • -" - - -- ' - ---._....__._.. -•-a
rametrix, inc.
1019 39th Avenue SE Number: 236-1896-118
Puyallup, WA 98374 Date: March 20, 2014
T:2534 By: Wagner
F� Sheet � of
CMD06.03.02 Filename:
Reinforced Concrete Masonry Out-Of-Plane Loaded Wall per 2006 IBC Section 2108 (2005 MSJC Section 3.3.5)
- Ultimate Strength Design of CMU walls -
Ultimate Axial Loads and Stress Checks:
Load Case P�p + P� @ h
Ibs ft
1.4D 2,044.0 0.00
1.2D+�.6L+0.5Lr 1,842.0 0.00
1.2D+1.6L+0.5S 1,842.0 0.00
1.2D+1.6Lr+0.5L 2,040.0 0.00
1.2D+1.6Lr+0.8W 2,040.0 0.00
1.2D+1.6S+0.5L 2,040.0 0.00
1.2D+1.6S+0.8W 2,040.0 0.00
1.2D+1.6W+0.5L+0.5Lr 1,842.0 0.00
1.2D+1.6W+0.5L+0.5S 1,842.0 0.00
1.2D+1.6W 1,752.0 0.00
0.9D+1.6W 1,314.0 0.00
1.2D+1.OE+0.5L+0.7S 2,058.0 0.00
1.2D-1.OE+0.5L+0.7S 2,058.0 0.00
1.2D+1.OE 1,932.0 0.00
1.2D-1.OE 1,932.0 0.00
0.9D+1.OE 1,134.0 0.00
0.9D-1.OE 1,134.0 0.00
Pu0 + Puw�Ag Stress
psi Ratio
22.34 0.074
20.13 0.067
20.13 0.067
22.30 0.074
22.30 0.074
22.30 0.074
22.30 0.074
20.13 0.067
20.13 0.067
19.15 0.064
14.36 0.048
22.49 0.075
22.49 0.075
21.11 0.070
21.11 0.070
12.39 0.041
12.39 0.041
Service Load Moments and Maximum Deflections:
- Maximum Allowable Deflection, � max = 0.007h
Equivalent Unfactored P Ms o Ms Pe
Load Case kips kip-in kip-in
D 1.46 0.00 0.00
D+0.75[L+Lr] 1.60 0.00 0.00
D+0.75[L+S] 1.60 0.00 0.00
D+0.75[Lr+L] 1.60 0.00 0.00
D+p.75[Lr+W] 1.60 0.00 0.00
D+0.75[S+L] 1.60 0.00 0.00
D+0.75[S+W] 1.60 0.00 0.00
D+0.75[W+L+Lr] 1.60 0.00 0.00
D+0.75[V11+L+S] 1.60 0.00 0.00
D+W 1.46 0.00 0.00
0.6D+W 0.88 0.00 0.00
D+0.75[L+S+0.7E] 1.69 0.00 0.00
D+0.75[L+S-0.7E] 1.69 0.00 0.00
D+0.7E 1.59 0.00 0.00
D-0.7E 1.59 0.00 0.00
0.6D+0.7E 0.75 0.00 0.00
0.6D-0.7E 0.75 0.00 0.00
= 0.672 in
@h
ft
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
0.00
0.00
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Os
in
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
@h
ft
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
0.00
0.00
<_ Omax - OK
< �max - OK
<- �max - OK
<- �max - OK
5 4nax - OK
< �max - OK
<- 4nax - OK
< Omax - OK
<- �max - OK
<- Omax - OK
<- Omax - OK
� emax - OK
<�
<- Omax - OK
<-Omax
� �max - OK
<-�max-OK
rarametrix, inc. ���� . ..�„ ,� � �. �,G�� , V1Vy
1019 39th Avenue SE Number: 236-1896-118
Puyallup, WA 98374 Date: March 20, 2014
T:2534-604-6600 By: Wagner
F� Sheet � of
CMD06.03.02 Fllename:
Reinforced Concrete Masonry Out-Of-Piane Loaded Wall per 2006 IBC Section 2108 (2005 MSJC Section 3.3.5)
- Ultimate Strength Design of CMU walls -
Factored Input Out-Of-Plane Loads and Moments:
Load Load P„ M �►�/u start hstart �/u end hend
Type Factor klf klf-in ksf ft ksf ft
Load 1 W 1.6 0.04 0.00
W 0.8 0.02 0.00
Load 2 E 1.0 0.04 . 0.00
Ultimate and Nominal Shear:
Load Case Governing
Location
1.4D Bottom
1.2D+1.6L+0.5Lr Bottom
1.2D+1.6L+0.5S Bottom
1.2D+1.6Lr+0.5L Bottom
1.2D+1.6Lr+0.8W Bottom
1.2D+1.6S+0.5L Bottom
1.2D+1.6S+0.8W Bottom
1.2D+1.6W+0.5L+0.5Lr Bottom
1.2D+1.6W+O.SL+0.5S Bottom
1.2D+1.6W Bottom
0.9D+1.6W Bottom
1.2D+1.OE+0.5L+0.7S Bottom
1.2D-1.OE+0.5L+0.7S Bottom
1.2D+1.OE Bottom
1.2D-1.OE Bottom
0.9D+1.OE Bottom
0.9D-1.OE Bottom
V„
kips
0.00
0.00
0.00
0.00
0.02
0.00
0.02
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
�Vn
kips
6.67
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.70
6.67
6.55
6.72
6.72
6.70
6.70
6.53
6.53
� = 0.80
Strength
Ratio
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Parametrix
PROJECT �l� � 5� 1 (�,
B Y � � l��kG�'J�.
SUBIECT �� ���I� IZ
1 ` • �7
DATE �' �I
SHEET _� OF
� CHECKED DATE
OB NO. PHASE TASK
'11s r
I�'( , z � ` o
hW ra� M-� _ ��_ r o —�o'-� nco2 �-2 "�?13wi�
r----
. � '- 2 ��� ��'t'�-t
., .
�� �. , � C � � � � � I't� -� �Q `� 1, �� = q.SCP f �
�
� � �� �. �� � � f � �n �
��°�.. �, � �.� r ��.� r�o� � ��� � �� �� . . .
'�v�.� � �� ���7�) � � ��32 � � +���. � �G �Z � �Q�'`
�
� LL. '� l� � � �P� ��I� �� ' �D � �'�'� .� w , I S G t �, � �
m�ES,�, � �, � ��G����3� � �� �
�l��, g
� 5����+r� � r�rZ,S'('��SG�C.�33j � �7 �v ��
�n�� � . . . .
w�W��� ? (���2��a-� (�����, _ �'�f! ��
�
'J� � t ?` /�l�-o� ✓t-, '�� � '�'o� j � �f� ��rrt. �. f v2c�rE. ,►�.,�tiJ ..�,._..__
�� a �r — �-�-��t� .
Parametrix, Inc. �"',"'`.
1019 39th Avenue SE Number:
Puyallup, WA 98374 Date: March 20, 2014
T: 2534-604-6600 By;
F: Sheet � of
CMD06.03.01 Filename: BremWellBldgDoorhead.dat
Reinforced Concrete Masonry Beam per 2001 CBC Section 2108.2.3.10
- Ultimate Strength Design -
Input:
9.625 in.
.
Shear Steel:
1# 3@ 6 in. o.c.
Beam Section
Beam Geometry:
6.00' Long, 14.00" deep CMU beam
Reinforcing dimensioned 10�� nominal thickness
fi-om bottom of beam: Beam Material Properties:
f ' = 1,500 psi
14 in.
1 # 4 @ 3 inches
f = 60,000 psi
1# 4@ 10 inches E = 1,125 ksi
E = 29,000 ksi
n = 25.78
Applied Loads;
Dead Load
Floor Live Load
Roof Live Load
Snow Load
Horizontal Seismic Load
Vertical Seismic Load
W ind Load
Output:
P vs M Diagram Points:
Maximum Axial Load (kips) Pmax =
Moment at Pmax (kip-ft) M(Pmax) _
Balanced Axial Load (kips) Pb=
Balanced Moment (kip-ft) Mb=
Moment at P=0 (kip-ft) M
Positive Moments
Pm Mn �P� ��M� �
195 94 0.60
-1 6 0.60
56 35 0.63
28 18 0.63
13 10 0.80
P
kips
0.0
0.0
0.0
0.0
0.0
0.0
0.0
V
kips
0.90
0.00
0.60
0.60
0.00
0.00
0.00
M
kip-ft
1.43
0.00
0.90
0.90
0.36
0.14
0.54
Negative Moments '
Pn, Mn �P� ��M� �
195 94 0.60
-1 -6 0.60
50 32 0.64
-26 -17 0.64
-11 -9 0.80
General Calculations:
Total A = 0.40 in p= 0.0030 < 0.0262 = 50% of pb - OK
Cracking Moment: M�� = 6.2 kip-ft = S _(314 in ksi)/12
Minimum Nominal Flexural Strength of the Beam = 13.0 kip-ft > 1.3*M�� OK
Mi�imum Nominal Shear Strength of the Beam, �V� = 12.5 kips > V corresponding to 1.25M� = 2.5 kips
also, (V corresponding to 1.25M�)/� < V= 2.5 times maximum V„ = 5.1 kips - OK
Parametrix, Inc r�u�e��:
1019 39th Avenue SE Number:
Puyallup, WA 98374 Date: March 20, 2014
T: 2534-604-6600 gy:
F: Sheet � of
CMD06.03.01 Filename: BremWellBldgDoorhead.dat
Reinforced Concrete Masonry Beam per 2001 CBC Section 2108.2.3.10
- Ultimate Strength Design -
Strength Checks - Moments:
1.4D
1.2D+1.6L+0.5Lr
1.2D+1.6L+0.5S
1.2D+1.6Lr+0.5L
1.2D+1.6Lr+0.8W
1.2D+1.6S+0.5L
1.2D+1.6S+0.8W
1.2D+1.3W+0.5L+0.5Lr
1.2D+1.3W+0.5L+0.5S
1.2D+1.3W
0.9D+1.3W
1.2D+1.OE+0.5L+0.2S
1.2D-1.OE+0.5L+0.2S
1.2D+1.OE
1.2D-1.OE
0.9D+1.OE
0.9D-1.OE
Strength Checks - Shears:
1.4D
1.2D+1.6L+0.5Lr
1.2D+1.6L+0.5S
1.2D+1.6Lr+0.5L
1.2D+1.6Lr+0.8W
1.2D+1.6S+0.5L
1.2D+1.6S+0.8W
1.2D+1.3W+0.5L+0.5Lr
1.2D+1.3W+0.5L+0.5S
1.2D+1.3W
0.9D+1.3W
1.2D+1.OE+0.5L+0.2S
1.2D-1.OE+0.5L+0.2S
1.2D+1.OE
1.2D-1.OE
0.9D+1.OE
0.9D-1.OE
Pn
kips
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
V�
kips
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
M�
kip-ft
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
�Vn
kips
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
�
0.80
0.80
0.80
0.80
0.80
0.80
0.80
0.80
0.80
0.80
0.80
0.80
0.80
0.80
0.80
0.80
0.80
�7
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
�Pn
kips
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
V�
kips
1.3
1.4
1.4
2.0
2.0
2.0
2.0
1.4
1.4
1.1
0.8
1.2
1.2
1.1
1.1
0.8
0.8
�Mn
kip-ft
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
Stress
Ratio
0.10
0.11
0.11
0.16
0.16
0.16
0.16
0.11
0.11
0.09
0.06
0.10
0.10
0.09
0.09
0.06
0.06
Pu
kips
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
M„
kip-ft
2
2
2
3
4
3
4
3
3
2
2
2
2
2
1
2
1
Stress
Ratio
0.19
0.21
0.21
0.30
0.35
0.30
0.35
0.28
0.28
0.23
0.19
0.23
0.16
0.21
0.14
0.16
0.09
Parametrix
PROJECT �� L�� � V`�� ��Cf SHEET � OF 1�
� BY �� W/���` DATE 2�l CHECKED DATE
SUBJECT Y�-�b�, '�'1��'���SS JOB NO. PHASE TASK
V� �ti���j TjZ,�J_,•�� @ t(p � o� c�
�.�p � �. � �xo �.1, 2� � - �o � f �
t.�JL� L� ��o � i��,� z G�u �'�� -.
w.� �� ��t,.c �� �'�� ,�sc-� - 7 _'(o �S� �� � �2
h � l �5 � f 1 � �� `'�"l��f � �'� I , : �'�,t�t-s �,�.,� � -- 2.�, � �.�
v�,��l��l. _ -2�F� � 1,�-,'�, -� �i�►,� �E�
� t7o�� (� �� -= �u• � '� t� � !�'��r (� t 2���
e''1� a"t"I�tJ� S( II��4or-� �•WV1� ��UW� t:.t�i �—CO�
��il,� /� � � � '�S � ��L� - -m�
L ��� . . ..
n
Parametrix
PROJECT 11J �`� �� ��I2 • �J�LC SHEET VC OF L�
BY �� !��'1-�� DATE 20 CHECKED DATE
SUBJECT ���IZ.t� l�'OS JOB NO. PHASE TASK
� �,.wuG� -- i��� ���- � = oy25 F�:1
� �� ��1 C-��!`j � �� �� � � ���� � � � � �a
w.�w v�T. � � �� 1� � �N.�C 'Ln�
U y �4 _ - ���Ls�
� ����
r
� � � ���
2��� �
�g( `�tM c G� @ (1.� t'� � �i�t��-!'(1�f�h
� �i7�� -�' � � � �� G ` ��°j�� ; = ��40 �
� �z
(2 S w�wS}
� 0� = D,2� ��'S�c�v�} � � � � �
��`-�
�3��.
�S =. .r--� Z I �2 . � � l.� C �. . srf . w�.c._ .
2 C�, )
W��_ ��. e 2��5 ����
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GENERAL STRUCTURAL NOTES:
DESIGN CRITERIA
APPLJCABLE BUILDING CODES:
2012 INTERNATIONAL BUILDING CODE, WASHINGTON STATE AMENDMENTS.
CODE INFORMATION:
OCCUPANCY CATEGORY III
OCCUPANCY GROUP F-2
CONSTRUCTION TYPE V-B
BUILDING FLOOR AREA:
140 S.F. EXISTING
90 S.F. ADDITION
LOADS
ROOF LIVE OR SNOW LOAD.
CONCREfE GROUND FLOOR SLAB
WIND LOADS
WIND SPEED (3 SECOND GUST) = 115 MPH, EXPOSURE = C
SEISMIC LOADS
BREMERTON, WA
SITE CLASS D, le = 1.25
Sds= 1.50x 1.Ox�= 1.0
Sd1 =0.53x 1.5x�y=0.53
BUILDING SEISMIC FORCE RESISTING SYSTEM:
SPECIAL REINFORCED MPSONRY SHEAR WALLS WITH
WOOD ROOF DIAPHRAGM, R=5
FOUNDATIONS
BASED ON PRESUMPTNE LOAD—BEARING VALUES OF SOILS PER
SECTION t806 OF THE IBC.
SOIL BEARING PRESSURE ....................................................1500 PSF
CONCRETE
ALL DEfAILING, FABRICATION AND ERECTION OF REINFORCING BARS, SHALL BE IN
ACCORDANCE WITH MANUAL OF STANDARD PRACTICE FOR DEfAILING REINFORCED
CONCREfE STRUCTURES ACI 315, LATEST EDITION.
CONCREfE CONSTRUCTION SHALL CONFORM TO ACI 318 BUILDING CODE.
DESIGN STRENGTH
CAST-IN-PLACE CONCREfE, UNLESS OTHERWISE NOTED:
FOUNDATIONS & SLAB f'� = 4000psi AT 28 DAYS
REINFORCING STEEL SHALL BE IN ACCORDANCE WfTH ASTM A615,
GRADE 60.
30 pst CONCRETE COVER
300 psf CONCRETE COVER FOR REINFORCING BARS SHALL BE PS FOLLOWS, BUT
NOT LESS THAN ONE BAR DIAMEfER:
FOUNDATIONS SHALL BE PLACED ON NATIVE SOIL OR FILL MATERIALS
COMPACTED TO 95� OF THE MAXIMUM DRY DENSITY.
INSPECTIONS
CONTRACTOR SHALL BE RESPONSIBLE FOR REOUESTING AND COORDINATING
REOUIRED BUILDING DEPARTMEM INSPECTIONS. IN ADDITION, SPECIAL
INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE TABLE ON
THIS SHEET. THESE INSPECTIONS SHALL BE PERFORMED BY A CURRENTLY
WABO CERTIFIED INSPECTOR UNDER THE SUPERVISION OF A REGISTERED
PROFESSIONAL ENGINEER.
THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR
CONFORMANCE WRH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS
FOOTINGS AND MATS FORMED AGAINST SOIL 3"
CONCREfE IN CONTACT WITH SOIL, WEATHER OR WATER 2"
CONCREfE NOT EXPOSED TO SOIL, WEATHER OR WATER 1X�'
BEAMS AND COLUMNS (TO STIRRUPS) 1Yz'
SLAB ON GRADE
UNDER 6" THICK AT SLAB CENTER
6" AND OVER AS SHOWN
ANCHOR BOLTS
ANCHOR BOLTS FOR BUILDING STRUCTURE SHALL CONFORM TO ASTM A307
HOT DIPPED GALVANIZED.
DRILLEDaN EXPANSION BOLTS
EXPANSION BOLTS SHALL BE STAINLESS STEEL "KWIK BOLTS" BY HILTI CORP., OR
APPROVED EOUAL. ICBO CERTIFICATION AND SPECIAL INSPECTION IS REOUIRED.
MINIMUM SPACING SHALL BE 12 BOLT DIAMEfERS AND MINIMUM EDGE DISTANCE
6 BOLT DIAMETERS UNLESS NOTED OTHERWISE.
BOLT DIAMETER (IN.) Yz � � �k �
MIN. EMBEDMENT IN
STRUCTURAL CONCRETE (IN.) 4 4 5 6 7
ADHESNE/EPDXY ANCHORING SYSIEM
ANCHORS SHALL BE STAINLESS STEEL RODS COMPLYING TO AISI 378. REINFORCING
BARS AND RODS ANCHORED INTO EXISTING CONCREfE SHALL BE IN DRILLED HOLE
WITH THREADED CODE APPROVED ADHESIVE ANCHORING MATERIALS. ICC—ES
REPORTS ARE REQUIRED FOR USE IN CRACKED CONCREfE FOR WIND OR SEISMIC
LOADING. MINIMUM EMBEDMENT IN STRUCTURAL CONCREfE SHALL BE 8 BAR
DIAMEfERS. MINIMUM EDGE DISTANCE 6 BAR DIAMEfERS.
WOOD FRAMING
LUMBER DOUGLAS FIR—LARCH �J2 OR BETfER.
FASTENERS/CONNECTIONS PER IBC TABLE 2304.9.1 UNLESS NOTED.
HARDWARE CALLOUTS ARE SIMPSON STRONG—TIE C0.
(EQUNALENT CONNECTORS OF OTHER MANUFACTURERS ARE
ACCEPTABLE)
ROOF DIAPHRAGM NAILING:
Bd's � 4' OC AT DIAPHRAGM BOUNDARIES
8d's � 6' OC AT ALL OTHER EDGES & SUPPORTS, UNLESS
NOTED OTHERWISE.
WOOD STRUCTURAL PANEIS SHALL BE �/j fi NOMINAL THICKNESS
APA RATED.
TRUSSES SHALL BE DESIGNED FOR LOADS NOTED PROVIDE
ENGINEERING SUBMITTAL.
2. ITEMS MARKED "NA" ARE NOT APPLICABLE TO THIS PROJECT.
THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ��ryr�ra;tu�vnaect�tnuns�necr
BUILDING OFFICIAL, THE ENGINEER OF RECORD, AND OTHER DESIGNATED CONCREfE MlSONRY UNITS (CMU)
PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE �ONRY UNITS SHALL BE HOLLOW LOAD—BEARING, GRADE N-1 CONFORMING TO ASTM
ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTION. THEN IF THEY
ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE REPORTED TO THE SPECIFICATION C90 WITH f'm = 1500psi.
DESIGN PROFESSIONAL AND TO THE BUILDING OFFICIAL. SPECIAL INSPECTION IS REQUIRED.
THE SPECIAL INSPECTOR SHALL SUBMIT A SEALED FlNAL REPORT BY A MORTAR AND GROUT
REGISTERED PROFESSIONAL ENGINEER STATING WHETHER THE WORK MORTAR AND GROUT SHALL CONfORM TO THE REQUIREMENTS OF ASTM C270, iYPE S.
REOUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED
PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS MORTAR SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 1600 PSI AT 28 DAYS
OF THE IBC.
MISCELLANEOUS
COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL, MECHANICAL
OR ELECTRICAL DRAWINGS AND VERIFY ALL DIMENSIONS AND CONDITIONS AT
THE PROJECT SfTE PRIOR TO STARTING WORK AND NOTIFY THE OWNER'S
REPRESENTATNE IMMEDIATELY OF ANY DISCREPANCIES.
GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS.
MAXIMUM AGGREGATE SIZE SHALL BE �°, WRH SLUMP BEIWEEN 6" TO 9".
GROUT ALL BOND BEAMS, LINTELS AND VERTICAL CELLS CONTAINING REINFORCING STEEL
INSULATE ALL OTHER NON—REINFORCED CELLS OF EXTERIOR WALLS, UNLESS NOTED
OTHERWISE.
REINFORCING & EMBEDDED METALS
TYPICAL WALL REINFORCING, UNLESS NOTED OTHERWISE :
VERTICAL• �f 5� 32 AND AT CORNERS, � CENTERLINE OF WALL
HORIZONTAL: }f9 WIRE LADUR REINF (GALVANIZED) O 16" OC
OPENINGS: JAMBS— (1) �5 FULL HEIGHT OF WALL
HEAD & SILL— (1) �5 EXTEND 2'-0" PAST OPENING
SEE DRAWINGS FOR TOP OF WALL BOND BEAM & OTHER REINFORCING
ALL BARS & WIRES SHALL LAP AT CORNERS AND INTERSECTIONS.
DO NOT WELD MASONRY REINFORCING STEEL
al
REV190N5 �DA7E �BY � D��m
CHECKED
o APPROVED
S
ONE INCN AT FULL BCALE_
� Nor, acw�e wecdeaNO�r
2014
�� A. II
�v �y �V.ti,
cA
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3 CI = CONTINUOUS INSPECTION DURING PROGRESS OF WORK BY SPECIAL INSPECTOR.
4. PI = PERIODIC INSPECTION BY SPECIAL INSPECTOR !S REQUIRED TO
CONFIRM CONFORMANCE OF WORK.
5. TESTING AND INSPECTION REPORTS SHALL BE SUBMITfED TO THE ENGINEER, BUILDING
OFFICIAL AND CONTRACTOR.
PRQIECT NAME
DRAMANC NO
fO1B98iNAVEMlE5E.5UIiE100 WELL 15 AND 17 i OF xX
� ' PWFLLUP,WRSHINGTONBEf70 CHLORINATION BUILDING STRUCTURAL NOTES
T R53 WeB800 F 25360a8)DD ADDITION S1
EXG�NEERING.pUWIU1q EJryI�IYIEM�LSC�NLEB w�DanmM'vmn
BREMERTON, WASHINGTON
INSPECTION SCHEDULE NOTES
1. ITEMS MARKED WITH AN "X' REOUIRE INSPECTION BY A SPECIAL INSPECTOR
APPROVED BY THE BUILDING OFFICIAL.
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