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MMD2015-00008 MMD2O15 - 00008 ULTA PORTAL RE-ISSUED DECISION — MINOR ERRATA ON PAGE 1 CORRECTED IN RED NOTICE OF TYPE I DECISION MINOR MODIFICATION (MMD) 20142015-00008 Nos ULTA PORTAL T I G A R D 120 DAYS = 02/03/2015 SECTION I. APPLICATION SUMMARY FILE NAME: ULTA PORTAL CASE NO.: Minor Modification (MMD) MMD20-142015-00008 PROPOSAL: The proposed minor modifications to existing development would allow facade improvements on Building C of Washington Square Too, located at 10206 SW Washington Square Road. The proposed changes include a new entry portal for the future location of a new sign, and the relocation of a door. No changes to the site or land use are proposed. APPLICANT/ Thomas Randall OWNER: PPR Square Too c/o Macerich 401 Wilshire Blvd, Suite 700 Santa Monica, CA 90401 LOCATION: 10206 SW Washington Square Road Washington County Tax Map 1S135BA, Tax Lot 00102 ZONING DESIGNATION: MUC: Mixed Use Commercial District. The MUC zoning district includes land around the Washington Square Mall and land immediately west of Highway 217. Primary uses permitted include office buildings, retail, and service uses. Also permitted are mixed-use developments and housing at densities of 50 units per acre. Larger buildings are encouraged in this area with parking under, behind or to the sides of buildings. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.360.060.0 SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above request. The findings and conclusions on which the decision is based are noted in Section IV. THIS APPROVAL SHALL BE VALID FOR 18 MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. MMD2015-00008 ULTA PORTAL Page 1 of 6 NOTICE OF TYPE I DECISION MINOR MODIFICATION (MMD) 2014-00008 III IS ULTA PORTAL T I G A R D 120 DAYS = 02/03/2015 SECTION I. APPLICATION SUMMARY FILE NAME: ULTA PORTAL CASE NO.: Minor Modification (MMD) MMD2014-00008 PROPOSAL: The proposed minor modifications to existing development would allow facade improvements on Building C of Washington Square Too, located at 10206 SW Washington Square Road. The proposed changes include a new entry portal for the future location of a new sign, and the relocation of a door. No changes to the site or land use are proposed. APPLICANT/ Thomas Randall OWNER: PPR Square Too c/o Macerich 401 Wilshire Blvd, Suite 700 Santa Monica, CA 90401 LOCATION: 10206 SW Washington Square Road Washington County Tax Map 1S135BA, Tax Lot 00102 ZONING DESIGNATION: MUC: Mixed Use Commercial District. The MUC zoning district includes land around the Washington Square Mall and land immediately west of Highway 217. Primary uses permitted include office buildings, retail, and service uses. Also permitted are mixed-use developments and housing at densities of 50 units per acre. Larger buildings are encouraged in this area with parking under, behind or to the sides of buildings. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.360.060.0 SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED tie above request. The findings and conclusions on which the decision is based are noted in Section IV. THIS APPROVAL SHALL BE VALID FOR 18 MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. _ J MM12015-00008 ULTA POR'T'AL Page 1 of 6 • SECTION III. BACKGROUND INFORMATION Site Information: The site is roughly 8 acres in size and is occupied by three commercial buildings, Buildings A-C, and associated parking fields. Together these buildings form a sub-area of Washington Square Mall. Red Robin, Cost Plus, and Hannah Pet Clinic are the current tenants in an underperforming existing development, which has led to a recent retenanting and remodeling of the site. Proposal Description: The proposal is for a new portal feature on the easter facade of Building C. The portal aligns with a pedestrian walkway, and will provide for visual interest and frame for a future sign for Ulta, a new tenant taking over the former Barnes & Noble suite. SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS MINOR MODIFICATION OF SITE DEVELOPMENT REVIEW: The proposed change in use requires a Minor Modification to approved plans or existing development. Section 18.360.060.0 states that a minor modification shall be approved, approved with conditions or denied following the Director's review and as follows: 1. The proposed development is in compliance with all applicable requirements of this title; and FINDING: The proposed portal is in compliance with all applicable development standards in the MUC zone and the Washington Square Plan District. No change in land use is proposed, and no site or building changes are proposed beyond the new portal structure. This criterion is met. 2. The modification is not a major modification. FINDING: Staff finds that the changes listed in TDC18.360.050.B.1-11 are either satisfied or do not apply. No relevant conditions of approval were discovered during a review of the site's permit history. No exterior changes to the site are proposed other than the new portal structure, and no change in land use is occurring that could affect trip generation. Therefore, the proposed development is not a major modification. This criterion is met. CONCLUSION: The proposal is a minor modification of existing site development and is in compliance with the applicable requirements of this title. SECTION V. PROCEDURE AND APPEAL INFORMATION Notice: Notice was posted at City Hall and mailed to: X The applicant and owners X Affected government agencies Final Decision: NIMI)2015-00008 U1;1'.\PORTAL Page 2 of 6 A Minor Modification is a Type I procedure. As such, the Director's decision is final on the date it is mailed or otherwise provided to the applicant, whichever occurs first. The Director's decision may not be appealed locally and is the final decision of the City. THIS DECISION IS FINAL ON MARCH 4, 2015. AND BECOMES EFFECTIVE ON MARCH 5, 2015. Questions: If you have any questions, please call John Floyd at the City of Tigard Planning Division, Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon at (503) 718-2429. 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I I 1 12 I y.i -A.., I 1 im1t1 1 (3r, V) I I 1 "m) . 1 1 A 7 i1 1 1 12 1' I I Feet atl 1D aimD C 250 I ,1 16g ---. : C9 C} Q 0 C` O �; CJ H 1 - � ,�1 Ii 1 711811 [I 11 , r I! ' 1 \1 i - PPS SQUARE TOO ILC. _ --� CIO nA®na r MIN 1 I YIIUI X i l RAMIE ,I1f11;'1'1'1 Tf11 RT; CIA '�.--- 1' #1'- I , llEilIEL 1llb11R j ,,0„�,U pgr,Ty ,,,,, .aff�a_ OM &® al �. �� F�ppR LVL ~ • O&DGC.NEW NEST ELEVATION Cwv.turt •tr•..• V-0 �� O ,-1 Q O F- 2 N O Y wZ o z DC a nw D Q o �� r-"", a_1 oc o 3��IIN�IIII 111110 11111111111101 I fn'TI`' I It ! '• El I h18U11 I 1TTt n I=Ru m L��!pg. jjiUJmHnUIUuIUmHlnUn IM 11 mum wino -]1 JIL11_I.1 ..IT5 _ LT a IT- „ I eT _� - ��� m �s ® = �"�r'!�■1 ? � ��� ice_ 6 nammosammar rT '—" i �__� �.-��a•��. .f s� e_L::l��_a1 . 5 FLOOR LVL� 8.P I MU OR_ ,RRR.RPRr„n a.m.R.a. ...,AFa«L:<ryFONR JESSE O BOLD C•NEW EAST ELEAVTION IMAM TIMNIIONION CS ROM. 10T 0011111CIAMell IN INNIMMTIMA•MUM= us,at CITY OF TIGARD Approved IKI LAM MI M..mWIll.. 02V P„E PRPCR.m. Conditionally Approved I I r■,b PEF.N„1001 „oP.L..R., L'"'°"°` w.,.. ra.,.L MILS For only the work as des� ��p R ,,m„b o4AR,.RM BLDG.C EXTERIOR PERMIT NO. h1 41./72U/S CtL:6 «N a1 m N „� p .pL E„o«p F• F. ,. ELEVATIONS See Letter to:Follow I 1 11-71.2 Attach I X 1 _ 1402.00 Job Address: /, - _. By Date �' WI oulviols r ANT SWOTTED FOR MM ME SHALL SUIMRTED FOR RAIMN6~WA. : AWNINGS REWIRE A SEPARATE PERMIT..— A3.01 Eli§ LJ a6 z ? ')') IIIIIIIMIlipilill 1/1 11 11111/111 11111111.1E1 , 1 .!___N, ' _i 7_r�i `� _ _ _ -_-_-_ _ _-_ _-_-_ _ ___ p : 170 \l" 1 I 4 WEM. 1 ® PPRSQUME OOLLG. 1 0 401 x.51.1.1. -.\\) ® SAWA WM.,CA AP it I I � 4� O N I -\ �U Q \ 1 LI 1 I I I 1 1 1 at 1111 (i ~ '- IO- 4 , j - , Q I 1 i I 1 co +$6,, --___1 ___ _ 4i____ I •__.1._' ___ i _ r•-_,, __,I.___ , _____4____ , ___(,) 11110111.1~WINNIIMMIs 1111001111MNIIMILL MUM Ile 121..1113 8■11111•■•••1110“.3111•11MA Ix DM IntlaSEALIMBILMJIMENM MOM TilI• 11.4110.1 COMM Mall OIMINVITIMMIllnalL OM CALNIIMIMIRMORIM MOM WV WM ! • ...., --- .6 / CITY OF TIGARD 01 .ATM BLDG.C FLOOR F I Approved Ixl PLAN NEIN Conditionally Approved ( 1 ceIDc crioona,w.NEW For only the work as dq i1badllr ... rwzzm wa —PERkai NO.- f R1 nt/)i j it4? f' ouwmrs See Letter to:Follow I 1 w,e Attach I)C 1 N® Job Add �.,�__.rc__,..� �.02 By Date: Y 9r` A APPLICANT MATERIALS 3 i IN City of Tigard COMMUNITY DEVELOPMENT DEPARTMENT • Minor Modification Type I Application Tiamtof .... raras� :__v��« .,_n_� �m.:rs'a::s.r✓vr�r.��a�_. u�,�,rr<.-::tnr.,%sr �a.;�xzcsr c_ �r.�ia';z r.�.. y PROPOSAL SUMMARY (Brief description) REQUIRED SUBMITTAL New facade(portal)and remodel the building facade to building C facing ELEMENTS Greenberg Road ❑ Owner's Signature/Written Authorization ❑ Title Transfer Instrument or Deed ❑ Site Plan(2 large plans drawn to scale 1/, t / (�a.k L and one reduced to 8.5"x111/2') /,j 0 E /Cc( ❑ Applicant's Statement/Narrative Property address/location(s): V ( (2 copies) Address criteria in: t 19585 SW Washington Square Rd Portland,OR 97223 I- 'l 1)( 18.3GU.(15u.11.1-11 Tax map and tax lot #(s): R1410066 ❑ Filing Fee Site size:110,420 square feet I i t)it �rvI l �i 'i iitii.v Applicant": PPR Square Too LLC Go Macerich Case No.: AM "dQ/s -o1v Address: 401 Wilshire Blvd,Suite 700 Related Case No.(s): City/state: Santa Monica, CA_ 190401 1Ul` Phone: 503-639-8865 Email:Ithomas.randall@macerich.com Application Fee: Application ac pled: R OWNER DEED HOLDER(S). Same as Applicant By:_s-- Date: PROPERTY / � PP Name: Application determined complete: Address: By: Date: City/state: Zip: I.\OjRPLN\nw«r1,Land Use Appecations Rev.11/24/2014 Contact name: Phone number: •When the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner.The owner(s)must sign this application in the space provided on the back of this form or submit a written authorization with this application. APPLICANT'S STATEMENT The applicant's statement must include a summary of the proposed changes. Criteria in either l$.30).05t1(B) or 18.330.020(B)(2)must be addressed with a detailed response to each criterion.Failure to provide the information needed to process the application would be reason to consider an application incomplete and delay review of the proposal. In addition,the Director must find that the proposed change is in compliance with all applicable requirements of Title 18 of the Tigard Development Code.To complete this review, the Applicant's proposal must include a discussion indicating how the site expansion/change will continue to comply with the maximum setback,building height,parking,and landscaping standards. Other requirements of this title such as clear vision,solid waste storage,non-conforming situations,signs,and tree removal may also be applicable depending on the type and location of the proposed modifications. e., ,„<__. ,. ,,- , -._n,,--�_- . —. _. r, r.F cam,- �, ;t. ,. . n, syam-,-.0 _ - -,, ,,, City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 1 of 2 v APPLICANTS To consider an application complete,you will need to submit ALL of the REQUIRED SUBMITTALELEMENTS described on the front of this application in the"Required Submittal Elements"box. THE APPLICANT(S) SHALL CERTIFY THAT: • The above request does not violate any deed restrictions that may be attached to or imposed upon the subject property. • If the application is granted,the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in the plot plan,attachments,and exhibits transmitted herewith,are true;and the applicants so acknowledge that any permit issued,based on this application,may be revoked if it is found that any such statements are false. • The applicant has read the entire contents of the application,including the policies and criteria,and understands the requirements for approving or denying the application. SIGNATURES of each owner of the subject property required. Applica. ' signature Print name Date L � {awtios o 2.(ico/i 5" Owner's signature Print name Date Owner's signature Print name Date ADDITIONAL OWNER/DEED HOLDER INFORMATION Name: Name: Address: Address: City/state: Zip: City/state: Zip: Signature: Signature: 0.y..1-df.<*l.'4f KGC fPR:h'.0 S.bal a•3tf*=RF"X.,.G%Sit1.+Fti��?6^.l.:tLESC1Ga1L+.r'X-' '.R:�S. GLe:vm,tf4.b.'.:1.».pp„93g63 t iR+w.AP".iS':1s 2.+A.FY rtnS'�R!2.5Pi+. �s.a5•]R• .�-mac .-s+.n'+-,fiFk}:524(F �-ice. . - — _-. MINOR MODIFICATION APPLICATION City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 2 of 2 I 7;:: 6 m vo a NI ci Y W' �z 3• za .v1 O 0 0 N t © O 4 0 0 0 8 4 Q Q _.1. 10,,, I I I I „.., 1 . , ... . ...I n �� I I '�p� i ®I �I 1 I ®mow.._ PPR SQUARE TOO LLC. I II I - I i i (; I I -1 I C/O MACERICH —.ands :I _... i1111 I ! ':I • L A i 403 WILSHIRE BLVD. 1111111111.111■111111 IIIi■IIIIIILIIIIIIIII.11111 1 WITS lD. $AHTA MONICA,CA.90901 Y' I• Oil ,� 1 - -- 1- - I 69 Y1 ARB UC KSCOFFE�E • PM: (310)394-6000 11111_ 1,-I - .- . _ 1 ;�� 1 R D N 1�����_ . B 1 • - _ FLOOR LV� * it I 0'.0' 2 BLDG.C-NEW WEST ELEVATION CONSULTANT CF ' 1"=10'-O• 0 J ° N O ° z : Q O Do ar � Q o O 7 O T POLYST UD FRAMIN O 22 o� - - V /an TENAN&ONAOE PLASTER FINISH 7 I I 0 •I i H ' BY OTHERS OVER STUD FRAMING f \ I 'I O U (n ~ I � ' ' 1 r:. ®� 116 �N..��. %N�gII I�NIINIINIIIIII�NIIA� � ' i MI gun '_ = o Illl.vl■�1■11111111111.■111111 � ��r Q co /� 2 I I I I I aile i ( "f��s A I o F \ w see.=__ Ol 1 I b = •AIM- --- �� - NOTICE OF EXTENDED PAYMENT PRONSgNg b LI Asia! I' I r \ \ \M. a��• 1�1 _1 �i?�L11��■EI•■'/� FLOOR LVL. Il 0'-Cr THE CONTRACTOR WILL ALLOW THE OWNER TO MAKE PAYMENT WITHIN 30 DAYS AFTER THE DATE A&LUNG OR ESTIMATE IS SUBMITTED. STONE BASE NEW EXTERIOR LIGHT . FIXTURES.SEE SCHEDULE NOTICE OF ALTERNATE BILLING CYCLE THE CONTRACTOR WILL ALLOW THE OWNER 70 O BOLDING C-NEW EAST ELEAVTION THE SUBMISSION OF BILUNGS OR 1•_'I O'-O" DAY CES.BILUNGS OR ESTIMATES FOR THE ESTIMATES QUIRE IN&LUNG CYCLES OTHER THAN 3Q CONTRACT SHALL BE SUBMITTED AS FOLLOWS: ONE CALENDAR MONTH ENDING ON THE LAST DAY OF THE MONTH. CITY OF TIGARD ` / Approved I �/ LIGHT FIXTURE SCHEDULE REV DATE DESCRIPTION Conditionally Approved I 3 TYPE DESCRIPTION MANUFACTURER/ LAMP TYPE TOTAL VOLTAGE NOTES BLDG. C EXTERIOR MODEL NUMBER WATTS For only the work as de WIN0WILIGHTING) PROSIDE WVNONA THiS DRSIER AT EACH FIXTURE LOCATION DRIVER TO BE ELEVATIONS PERMIT NO. /�'�A 0// io OYA L1 WALL SCONCE DRLED-301212V- LED IAN 120/777V MOUNTED INSIDE WEATHERPROOF.1430X(CONCEALED)PER MANUFACTURERS FO-363TD RECOMENDATIONS.REFER TO NOTE 4 6 12 See Letter to: Follow I I SHEET TITLE Attach IX] JOB, 14022.00 Job Address:_ — NOTES; By: a� Date. 1. ANY WALL WITHIN 24"BEHIND THE GLASS SHALL BE DATE Dl/13/2015 111 SUBMITTED FOR PLANNING APPROVAL. 2. AWNINGS REQUIRE A SEPARATE PERMIT. • A3.01 • SHEET* ID °W0 • ® N6 / O O O 21a-p / 017 ft; O O/ 1Z i m O f�� — o /// 3a_p 3a-P 3a-P 3P-P 3 r 30' 0'-P 3-B p /' ? I I I I . Allik / .IB - B c i ITh•411 ,27.____ .Ad ...,.,..\ ,\ \____ " _ -8- 1 �.7� • RELOCATE LIGHT \\ 11 •\\` b I I I 1 11 \ I I - IE7 WATER UNE ABOVE 0 PPR SQUARE C/O MACERICH / \ I - - - - - - -- - - - - - - - �— - T - - - - - - - - - eGl WILSHIRE BLVD II I- suITE 700 I E SANTA MONICA,CA.90401 J(/ - PH: (310)394-6000 owNee / I i•,41'61) per I r1 b l MSG LOB MMUS CA `\ I I I I CONSULTANT ■� 1 - - - G - OQ aN I N 11 ~ Ct LLJ z 1 RI k I I I I I I I L.L. = O �—' Q Q ao 1 z\ � n c- \ T CC Z J 1 z i �\ -' - - li - - - — - - L - --- - - - - - - Ln —I In � 00 D. Q D 111 I I I I I m \ `\\ \ - `\� I I I I No�oF���o�������� �/� - - - - - - - � - ----- - ,� - - L- - l - -- - - --- THE CONTRACTOR ESTIMATE ATE IS THE SUBMITTED TO O MAKE PAYMENT WITHIN JO DAYS AFTER THE DATE A&LUNG OR ESTIMATE IS SUBMITTED. --_ NOTICE OF ALTERNATE BILLING CYCLE. \ \ '` THECONTRACTOR WILL ALLOW THE OWNERTO \ REWIRE THE SUBMISSION OF BILLINGS OR ESTIMATES IN BILLING CYCLES OTHER THAN JO- I ��' I ��I I �� I ❑i DAY CYCLES.ALLIBE S SUBMITTED ESTIMATES FOLLOWS: CONTRACT SHALL BE SUBMITTED AS FOLLOWS: _ ____ _ ONE CALENDAR MONTH ENDING ON THE LAST DAY - OF THE MONTH. I / '®© REV DATE DESCRIPTION . 1 BLDG. C FLOOR I CITY OF TIGARD PLAN- NEW Approved IX I ,Q Conditionally Approved I I SHEET TITLE 14022.00 For only the work as d .._ (/ IOB. O BLDG.C�FLOOR PLAN-NEW PERMIT NO. 7 /J �OQQ 01/13/2015 See Letter to: Follow [ I DATE Attach {)CJ N® Job Add .ss- A2.02 By: _V Date: a� SHEET* • Ill 111'C-P: -(E)TREE THE REMOVAL OF THIS TREE SHALL ry N 0 ry pop V • • A301 / BE SUBJECT TO REVIEW BY THE CITY BASED w DI = UPON APPROVAL CRITERION SET FORTH IN GQ SECTION 7 OF THE URBAN FORESTRY MANUAL, U c%04 THE SUBMISSION OF AN ARBORISTS REPORT p N„,/ la; AND REPLACEMENT •W f ' W j 3 � ''' 0 O O O it DASD O O • �a 3 ` : 210-0` __ / m Vl Ilk�-- 30.0' 30-Cr / 3 .0' / 30 ` 30' 0' / 30•IT i-• No ) lJ /'/ / - I I I I i j I I I °ry , r DEMO DOOR J — I I I Al I r / - - - -� -t ` --- - ---_ --- _t �� � —1t 0 1 1 ♦ DEMO DROP DOWN -____ L t I I I SANITARY I 1 ��\\\ -t \ ♦\ A BELOW ■ • ■ il (E)WATER LINE ABOVE ❑III - -4 PPR SQUARE TOO L.L.C. - - - - I - -- - - 11 - --G� - -- -- da t- ® - E C/O MACERICH "!M' II�� 2 MONICA,WILSHIRE CA.BLVD.1 / IL-_- I I ` )SUITE OCT SANTA M ,CA.90401 / / 4 PH: 310 394-6000 r/(/ , OWNER / II TII/ 4 g I I I l � r,}... ---�I � It • ' I I jlr=-- i DEMO TOILET ROOMS I 11 I = CONSULTANT ir_� _ — _ — _ � _ _ __ ___ _ � _ _ _ o oN • ` \ I II I I Ur O Q O N \ \\ II W 1 S fu t. z 1 `l I I DEMO ALL FLOORING w O Q 0 W LI - - - - - - - c_ -J oo I•�I ' b I cc II U U) / I I I /'♦ a -'1 �t - -� -- - - �; 1- - - - — - O zz I ■ W DEMO DROP DOWN 2 Q u 1 \' I r , v 'LI (f) FJ-i GO `\ a' `\ ■ i i \ \ \ ` \ 4/A - _ - - - _ _. ._ - - O HE CON RACTO WILL PAYMENT T THE PROVISIONS THE CONTRACTOR HINL ALAYS THE OWNER 10 MAKE PAYMENT WITHIN 30 DAYS AFTER THE DATE ♦ -_ C A BILUNG OR ESTIMATE IS SUBMITTED. �7 I , . NOTICE OF ALTERNATE BILLING CYCLE "�\! THE CONTRACTOR WILL ALLOW THE OWNER TO ��, ❑ ❑; REQUIRE THELUNG SUBMISSION OF TOR HAN ESTIMATES T E SU M S ION O BILU THAN 30- OM CYCLES.BILLINGS OR ESTIMATES FOR THE I ` O CONTRACT SHALL BE SUBMITTED AS FOLLOWS: ONE CALENDAR MONTH ENDING ON THE LAST DAY OF THE MONTH. - - - - -- - -- -- -- - ------- - - " RITION BLDG. C FLOOR FrSHEEP TITLE PLAN- DEMO O N 14022.00 BLDG.C FLOOR PLAN-DEMO JOB A i"-10'-0" NOTES: 1 DEMO ALL FLOORING,DUCTWORK PIPING AND FIXTURES 01/13/2015 2 REMOVE AND CAP PER CODE BELOW SLAB ALL ABANDONED UTILITIES BACK TO THEIR SOURCE. DATE 3 REMOVE ALL EXISTING FLOOR MATERIALS TO THE CONCRETE FLOOR SLAB.INCLUDING IF NECESSARY,BEAD BLASTING. ALL WORK NECESSARY TO MAKE CONCRETE SLAB SMOOTH WITH NO VISABLE CRACKS OR BLEMISHES.MUST BE LEVEL TO WITHIN 1/4'IN 10. IF LEVING AGENT IS TO BE USED REFER TO THE WORK LETTER ITEM 14A FOR SPECS TO BE USED 4 ALL DEMISING WALLS TO BE TAPED AND SANDED FROM FLOOR TO ROOF DECK READY TO ACCEPT TENANT FINISHES. 5 BRING ELECTRICAL SERVICE TO THE SPACE,DELIVERED AS FOUR 210 AMP 1200206V 3 PHASE/4WIRE SERVICES. w 2■O i 1 ALL WIRE SHALL BE COPPER AND SHALL ALL BE BROUGHT TO A LIVE DISCONNECT IN A LOCATION IN THE REAR OF PREMISES. 6 DEMO(E)TSAR CEILING AND ALL SOFFITS,DUCTS ETC. 7 STUB 7 CONDUIT FOR PHONE SERVICE TO THE SPACE FROM REMARK IN ELECTRICAL CLOSET. 8 EXISTING SPRINKLERS ARE AT 15'-9'AFF MIN.NOTIFY ARCH.OF ANY ONES BELOW THIS ELEVATION. SHEET$ y • flu 0 vi 0 N I MIIMIIIIMIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIM■ �-4 _ - I , „ r,,,, .....-- 1 ILLTA IIIIIIII■r I - _ � 1_,_\., ___':,:--- ___ 11::11.11 � U ! =,___ M � _ I T/AR6,CHSCO.F.EE IMO = -F41 PPR SQUARE TOO LLC. 111111111111111 1=1 _ _ C ! — . _ / MA RICH IIIII 1 III, 'I _ I wWILSHIRE m = SUITE MoD SANTA MONICA,CA.90401 PH 1111111111111111 -..-_ 310 394 6000 = �=11111M- II +ss--- OWNER ep uwr.awv * 4, 4M.- r OJ QN Hce ° rn � z Q DQ o I �IIr1�I Ir��llll�Llllll � o u m zz ariiiiiiii I-, 4 IN t - �' -� !Z! ...... u) J Ire III•1 MB IM 111 I Ell . - IN NUMMI . _ I-I TICS OF EXTENDED PAYMENT PROVISION$ im THE CONTRACTOR WILL ALLOW THE OWNER TO MAKE PAYMENT WITHIN 30 DAYS AFTER THE DATE A BILLING OR ESTIMATE IS SUBMITTED. NOTICE OF ALTERNATE BILLING CYCLE THE CONTRACTOR WILL ALLOW THE OWNER TO REQUIRE THE SUBMISSION OF BILUNGS OR ESTIMATES IN BILLING CYCLES OTHER THAN 30- DAY CYCLES.BILUNGS OR ESTIMATES FOR THE CONTRACT SHALL BE SUBMITTED AS FOLLOWS: ONE CALENDAR MONTH ENDING ON THE LAST DAY OF THE MONTH. REV DATE DESCRIPTION COVER SHEET WASHINGTON SQUARE TOO :TITEE 14022.00 01/13/2015 B U I L D I N G C - U LTA PORTAL DATE A0.00 SHEET H ft a N M,N O U N O p U SHEET INDEX PROJECT DIRECTORY LU° . �^_ 1 =Sg8K NUMBER SHEET NAME CUENT/DEVELOPER ARCHITECT; U3 in O PPR SQUARE TOO LL[: TSARCHITECTS.INC Q 1U m 1– C/O MACERICH 2050 S.BUNDY DR.SUITE 225 J 901 WILSHIRE BLVD LOS ANGELES.CA 90025 2 >3 ARCHITECTURAL SUITE 700 PH:(310)1395-7901 A0.00 COVER SHEET SANTA MONICA CA 90901 • m< CONTACT; A0.01 TITLE SHEET PH.(310)394.6000 ALAN TOMASI Q A0.02 GENERAL NOTES (310)895-7923 VI–, A0.03 GENERAL NOTES a Mmeei®Iwrch.cam 0 - A1.0) SITE PLAN N A2.01 BLDG.C FLOOR PLAN-DEMO A2.02 BLDG.C FLOOR PLAN-NEW STRUCTURAL ENGINEER; WASHINGTON SQUARE TOO A50 BLDG EXTERIOR ELEVATIONS PIT. 323)336673TREETLC LOS ANGELES,CA.90017 A401 WALL SECTIONS EXTERIOR OFPL5 PM. (323)733-6673 A502 EXTERIOR DETAILS STRUCTURAL CONTACT; LAWRENCE HO 5001 STRUCTURAL GENERAL NOTES Iswrenca ho@engklurK cum NEW FACADE ADDITIONS - �� STRUCTURAL FOUNDATION NOTES 51.01 TYPICAL WOOD DETAILS 5201 BUILDING C FOUNDATION PLAN 5202 BUILDING C FRAMING PLAN 53.01 _STRUCTURAL DETAILS B L D G S. C ULTA PORTAL 9585 S•W• WASHINGTON SQUARE ROAD PPR SQUARE MACOLLC. GO MACERICH TIGARD, OREGON 97223 90L (310)3E BLVD. SUITE 700 SANTA MONICA,CA 90401 PH: (310)394-6000 OWNER AN AP WO MOHR.CA CONSULTANT 40. LEGEND ABBREVIATIONS SYMBOLS PROJECT DESCRIPTION 0 J p N Q Q N (/Q\� ANGLE FA FIRE ALARM P.D. PLANTER DRAIN PARTITION FIRE RATINGS BUILDING C. O H CC \'`/ AT F.D. FLOOR GRAIN DIM PENTHOUSE (PLAN INDICATIONS) ADDITION OF A NEW ENTRY FACADE AND NEW EXTERIOR UGHT FIXTURES AT AN EXISTING (l..I Z YCENTERLINE F.E. FIRE EXTINGUISHER PROPERTY LINE TENANT SPACE.DEMO OF AN EXISTING 10,420 S F SPACE O O F.E.C. FIRE EXTINGUISHER CABINET PL. PLATE I I NON-RATED it NUMBER F.F. FINISH FLOOR OR FACTORY FINISH PIMA. PLASTIC LAMINATE 1.ALL ELECTRICAL WORK SHALL BE DESIGN BUILD r1I /1 (� GRID ONES A.B. ANCHOR BOLT F.M.C. FlRE HOSE CABINET PUS. PLASTER f -- ONE HOUR FIRE RATED �iL.• LL LLJ 2. SIGNAGE SYSTEM IS NOT WITHIN THE SCOPE OF THIS PERMIT.SUBMIT DRAWINGS TO LOCAL I AC. ACRYLIC(PAINT) FIN. FINISH PLYWD. PLYWOOD JURISDICTION FOR REVIEW AND APPROVAL IN ACCORDANCE WITH LOCAL CODES PRIOR TO AC. ASPHALT CONCRETE FLR. FLOOR PR. PAIR I-4-------1 TWO HOUR FIRE RATED INSTALLATION. D Q (-1) O ACOUS. ACOUSTICAL FLASH. FLASHING PT PAINT — AC.U. AIR CONDITIONING UNIT FLUOR. FLUORESCENT MATERIALS(SMALL SCALE) z - MATCH LINE AD. AREA DRAIN F.O. FACE OF R. RISE J O ADJ. ADJUSTABLE F.O.C. FACE OF CONCRETE RAD_ RADIUS [.O°Q ti%°I CONCRETE (^ 1 AL ALUMINUM F.O.M. FACE OF MASONRY RED. RECESSED DRAIN V, //�1F-LL WORK POINT,CONTROL POINT, ANOD. ANODIZED F.O.S. FACE OF STUDS REFIT. REFRIGERATOR EARTH Z V OR DATUM POINT AP. ACCESS PANEL F.O.W. FACE OF WALL APPROX. APPROXIMATLEY F.S. FLOOR SINK RE09 REQUIRED I ~ L~ BD BOARD F.T. FOOT RESIL RESILIENT I'\/\J1 INSULATION.BAIT OR BLANKET O ( r Cn SECTION NUMBER BLDG. BUILDING FIG. FOOTING R O ROUGH OPENING INSULATION,RIGID �J Q I- C SHEET NUMBER ELK. BLOCK FURR. ROOFING FURRING ROOF'G F W. FLAT WALL(PAINT) 0 BLKG. BLOCKING ® MASONRY BM. BEAM GA. GAGE 5ASF SELF ADHERED SHEET FLASHING Z • SOT. BOTTOM GALA GALVANIZED S.C. SOLID CORE ROCK FILL EFFECTIVECODES. z 1--4 B.U.R. BUILT-UP ROOFING O.O. GARBAGE DISPOSER SECT. SECTION ® 2010 OERGON STRUCTURAL SPECIALTY CODE H1 S.G.E. SEMI-GLOSS ENAMEL 2011 OREGON ELECTRICAL SPECIALTY CODE Q (n O SHEATHG. SHEATHING MATERIALS(LARGE SCALE) 2011 OREGON PLUMBING SPECIALTY CODE DETAIL NUMBER CART' CABINET GR. GRADE SIM. SIMILAR 201D OREGON FIRE CODE C.B. CATCH BASIN GYP.BD. GYPSUM BOARD SHEET NUMBER SIL.POL. SILICONE POLYESTER ACOUSTICAL BOARD OR TILE ICI CO OEM. CEMENT GYP. GYPSUM (f') CER. CERAMIC SPECS. SPECIFICATION O C.I. CONTROL JOINT H.B. HOSE BIBB SQ. SQUARE IIIIIIIIIIIIIIIIIIIII ASPHALT CONCRETE PAVING CO EXTERIOR ELEVATION NUMBER CLG. CEILING H.C. HOLLOW CORE S.S. SERVICE SINK SHEET NUMBER HOBD. HARDBOARD 5.5T. STAINLESS STEEL GLASS CLG. CLOSET I I CLR. CLEAR HOWD HARDWOOD STD. STANDARD __ H.0 HOLLOW METAL STL STEEL A C.0. CONCRETE OPENING HR HOUR STOR. STORAGE GRANITE.MARBLE OR STONE JIOTICE OF EXTENDED PAYMENT PROVISIONS /A INTERIOR ELEVATION NUMBER COL COLUMN HORR HORIZONTAL STRL.OR STRUCTURAL 0 4 2 'B' INTERIOR ELEVATION LETTERS CONC. CONCRETE GYPSUM WALLBOARD OR GYPSUM SHEATHING THE CONTRACTOR WILL ALLOW THE OWNER TO ]OT SHEET NUMBER CUNT. CONTINUOUS I.D. INSIDE DIAMETER STRUC I VICINITY MAP MAKE PAYMENT WITHIN 30 DAYS AFTER THE DATE CORR. CORRIDOR INSUL. INSULATION SUSP. SUSPENDED sir TNT. INTERIOR SYM. SYMMETRICAL I I INSULATION,GATT OR BLANKET A BILLING OR ESTIMATE IS SUBMITTED. C C.S.P. COMBINATION STANDPIPE NOTICE OF ALTE$NATE BILLING CYCLE C.M.U. CONCRETE MASONRY UNIT JAN. JANITOR T.C. TOP OF CONCRETE ® METAL __ ___ __ THE CONTRACTOR WILL ALLOW THE OWNER TO O WALL TYPE•SEE WALL SCHEDULE C W. CURTAIN WALL Jr. JOINT TELE TELEPHONE �� REWIRE THE SUBMISSION OF BILLINGS OR TEMP. TEMPERED eFAYFJiTgn ESTIMATES IN BILLING CYCLES OTHER THAN 30- DBL. DOUBLE LAMINATE NWT METAL LATH DAY CYCLES.BILLINGS OR ESTIMATES FOR THE LAV. LAVATORY T.F. TOP OF FINISH CONTRACT SHALL BE SUBMITTED AS FOLLOWS: D F DRINKING FOUNTAIN ONE CALENDAR MONTH ENDING ON THE LAST DAY LBABS POUNDS TAG TONGUE AND GROOVE — PLYWOOD OF THE MONTH. O WINDOW TAG-SEE WINDOW SCHEDULE DET DIA DETAIL DIAMETER LIN. LINEN THE, THICK , DIM. DIMENSION OAT LOUVER T.O. TOP OF L'• - ,I SAND.MORTAR OR PLASTER DISP DISPENSER LTWT. LIGHTWEIGHT T.O.R. TOP OF ROOF 7. ® DOOR TAG-SEE DOOR SCHEDULE DN. DOWN MAX MAW MUM T.P. TOP OF PARAPET ® SHEET METAL(ELEVATION) v DR. DOOR MECH. MECHANICAL T.P.X. TOILET PAPER HOLDER D . DOWNSPOUT MIL. METAL T.S. TOP OF SHEATING MEE= TILE REV DATE DESCRIPTION OFFICE ROOM NAME D.S.P. DRY STANDPIPE TV. TELEVISION MFR. MANUFACTURER T W TOP OF WALL v.SWNG'Ot+ ROOM NUMBER DWG. DRAWING MRS MATERIAL HANDLING SYSTEM. ® WOOD FRAMING THROUGH MEMBE "..44-4,i'644(1,6 NP. TYPICAL SOV/.RE Q MIL. MILLIMETERS ;r- �pR1J10 „ TITLE SHEET U.N.O. UNLESS OTHERWISE NOTED � I o CEJLING MOIR/TED EXIT SIGN EA EACH MIN MINIMUM OR MINUTE I i y WTI., As,,,,,,he WOOD FRAMING INTERRUPTED MEMBER ,•4': ® ER EXHAUST FAN MISC. MISCELLANEOUS W.. ; ■ _), DIRECTION TO EXIT EFS EXTERIOR FINISH SYSTEM V.C.T. VINYL COMPOSITION TILE 'BLS :;- :Y M.O. MASONRY OPENING VERT. VERTICAL ® WOOD FINISH - o SHEET TITLE EIFS EXTERIOR INSULATION M.S. METAL STUD SITE T AND FINISH SYSTEM VEST VESTIBULE WALL MOUNTED OCT SIGN EL ELEVATION MID. MOUNTED V.W.C. VINYL WALL COVERING 4, w 14022.00 —), DIRECTION TO EXIT JOB At ELEC. ELECTRICAL o�� ELEV. ELEVATOR N.I.C. NOT IN CONTRACT W. WASHING MACHINE F. EMER. EMERGENCY NO NUMBER W/ WITH 01/13/2015 <::::� ENCL. ENCLOSURE 0/ OVER W.C. WATER CLOSET ® DATE )/x REVISION CLOUD E.P. ELECTRIC PANEL DC. ON CENTER WO' WOOD REVISION NUMBER EQ. EQUAL W.H. WATER HEATER 0 0 OVERFLOW DRAIN O F OVERFLOW MRO WITHOUT - .. EOPT. EQUIPMENT OGC ORGANIC COATING EXP.JT. EXPANSION JOINT OPEN'G OPENING NP. WATERPROOF (- e 0.01 EXP. EXPOSED OPP. OPPOSITE W.S.P. WET STANDPIPE fl EXT. EXTERIOR W.W. WINDOW WALL SHEET N .1 L f w o^O C FIRE DEPARTMENT NOTES DISABLED ACCESS NOTES =8�� a o� :9, G,m r I.PROVIDE A PORTABLE F IRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 1.IN BUILDINGS AND FACILITIES,FLOORS OF A GIVEN STORY SHALL BE A 12 THE FLOOR O R LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR 21.MOUNT FLUSH VALVE CONTROL NO MORE THAN 44'ABOVE THE FLOOR.ON W>,...,.....„.. 2•A WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON COMMON LEVEL THROUGHOUT,OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, SHALL BE LEVEL AND CLEAR.THE LEVEL AND CLEAR AREA SWILL HAVE A THE SIDE OF THE TOILET WITH THE GREATEST SEPARATION FROM ADJACENT WALL l7 • °zQ EACH FLOOR,AND ADDITIONAL EXTINGUISHERS AS REQUIRES BY FIRE PASSENGER ELEVATORS OR SPECIAL ACCESS LIFTS. LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST m'AND THE LENGTH OR OTHER SURFACE m< DEPARTMENT FIELD INSPECTOR OR BUILDING DEPARTMENT INSPECTOR. OPPOSITE THE DIRECTION OF DOOR SWING OF 44 AS MEASURED AT RIGHT . U1 OJ • • 2.FLOOR SURFACES SHALL BE SLIP-RESISTANT. ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. 22.PROVIDE GRAB BARS ON EACH SIDE.OR ONE SIDE AND BACK OF WATER 2.PROVIDE EXIT SIGN WITH 6'LETTERS OVER REQUIRED EXITS,WHERE SHOWN CLOSET to 0 ON DRAWINGS,AND ADDITIONAL SIGNS AS REQUIRED BY BUILDING DEPARTMENT 3.EVERY CORRIDOR AND AISLE SERVING AN OCCUPANT LOAD OF 10 OR MORE A GRAB BARS TO BE 33 ABOVE AND PARALLEL TO THE FLOOR. N 13.FLOORS OR LANDINGS SHALL BE NOT MORE THAN 17 LOWER THAN THE INSPECTOR OR FIRE DEPARTMENT FIELD INSPECTOR.CONNECT EXIT SIGNS TO SHALL BE NOT LESS THAN M'IN WIDTH. THRESHOLD OF THE DOORWAY.CHANGE IN LEVEL BETWEEN 7M'AND 117 B.SIDE BARS TO BE 47 LONG AND PROJECT 24.IN FRONT OF WATER EMERGENCY POWER CIRCUITS.COMPLY WITH BUILDING CODES. SHALL BE BEVELED WITHA SLOPE NO GREATER THAN 1:2. CLOSET STOOL.GRAB BAR AT BACK TO BE 3S LONG. 4.ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT C.DIAMETER OF GRAB BARS TO BE 1-114'TO 1-17. 3 PROVIDE EMERGENCY LIGHTING OF ONE FOOT-CANDLE AT FLOOR LEVEL. EXCEED 17 IN HEIGHT.LEVEL CHANGES NOT EXCEEDING 1M'MAY BE ••. f 1.TO ALERT THE VISUALLY IMPAIRED,MARK THE UPPER APPROACH AND THE D.PROVIDE 7-17 CLEARANCE BETWEEN GRAB BARS AND WALL. COMPLY WTHBUILDING CODES. • VERTICAL BEVEL OTHERS WITH A SLOPE NO GREATER THAN 1:2 LOWER TREAD OF EACH INTERIOR STAIR WITH A STRIP OF CLEARLY CONTRASTING E.GRAB BARS(INCLUDING CONNECTORS,FASTENERS,SUPPORT BACKING. COLOR AT LEAST 7 WIDE,PLACED PARALLEL TO AND NOT MORE THAN 1'FROM ETC.I SHALL SUPPORT A 250 POUND LOAD. 4,MAINTAIN AISLES AT LEAST N'WIDE AT PUBLIC AREAS. 5.LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE THE NOSE OF THE STEP OR LANDING.THE STRIP SHALL BE OF A MATERIAL F.GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR 5.EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE TYPE HARDWARE.PANIC BARS,PUSH-PULL ACTIVATING BARS,OR OTHER G GRAB BARS AND ANY ADJACENT SURFACE SHALL BE FREE OF SHARP OR OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.SPECIAL LOCKING DEVICES HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABIUTY TO ABRASIVE ELEMENTS SHALL BE OF AN APPROVED TYPE ALL NEW DOORS SHALL HAVE APPROVED GRASP THE OPENING HARDWARE MOUNT DOOR OPENING HARDWARE BETWEEN 15.CENTER ELECTRICAL RECEPTACLE OUTLETS NOT LESS THAN 1S ABOVE THE H EDGES SHALL HAVE A MINIMUM RADIUS OF 1I8" FLOOR OR WORKING PLATFORM. • 'I, __ LEVER HANDLES. 30'AND N'ABOVE FLOOR FINISH. 23.PROVIDE A CLEAR FLOOR SPACE 30'X 48"IN FRONT OF LAVATORY TO 16.SANITARY FACILITIES LOCATED ON AN ACCESSIBLE FLOOR OF A BUILDING 6 DOORS OPENING INTO REQUIRED 1-HOUR,FIRE-RESISTIVE CORRIDORS SHALL PERMIT A FORWARD APPROACH. 6.CENTER HAND ACTIVATED DOOR OPENING HARDWARE BETWEEN 30'AND W' SMALL BE ACCESSIBLE TO THE PHYSICALLY HANDICAPPED.. BE PROTECTED WITH A SMOKE OR DRAFT STOP ASSEMBLY JIVING A 20-MINUTE SHALL THE FLOOR. RATING AND SHALL BE SELF-CLOSING. 24.MOUNT LAVATORIES WITH A MINIMUM CLEARANCE OF 24 FROM THE FLOOR 7.MAXIMUM PULL OR PUSH EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 17 ENTRY TO SANITARY FACILITIES. TO THE BOTTOM OF THE APRON.PROVIDE KNEE CLEARANCE UNDER THE PPR SQUARE TOO U.C. 7.20-MINUTE DOOR JAMBS TO BE TIGHT-FlTTING,SMOKE AND DRAFT POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS,MEASURED A .CLEAR AISLES OR CORRIDORS WHERE OCCUPANT LOAD IS ISOR FRONT LIP EXTENDING A MINIMUM OF 30'IN WIDTH WITH 3 MINIMUM WIDTH.AND C/O MACERIDI CONTROLLED. AT RIGHT ANGLES TO HINGED DOORS AND AT CENTER PLANE OF SLIDING OR MORE. SHALL BE A MINIMUM OF 9'HIGH FROM THE FLOOR A MINIMUM OF 17-DEEP 401 WILSHIRE BLVD. FOLDING DOORS.CORRESPONDING DEICES OR AUTOMATIC DOOR OPERATORS B.DOORWAYS TO HAVE A 37 CLEAR OPENING. FROM THE FRONT OF THE LAVATORY. SUITE 700 B.EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING 50 OR MAY BE UTILIZED TO MEET THE ABOVE STANDARDS.MAXIMUM EFFORT TO C ON APPROACH SIDE,PROVIDE A 6T CLEAR LEVEL SPACE WHEN DOOR SANTA MONICA,CA.917401 MORE PERSONS AND IN ANY HAZARDOUS AREA OPERATE REQUIRED FIRE DOORS MAY BE INCREASED NOT TO EXCEED 75 POUNDS. • SWINGS TOWARD APPROACH AND 44.SPACE WHEN DOOR SWINGS AWAY 25.FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH Ph:(310)394.6000 FROM APPROACH. ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,PINCHING OR TWISTING OF OWNER 9 INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDOR SHALL NOT EXCEED THE WRIST.THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO AN END POINT FLAME SPREAD RATING a THE BOTTOM 10'OF ALL DOORS(EXCEPT SLIDING AND AUTOMATIC)SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED 18.TOILET ROOM ACCESSORIES GREATER THAN 5 POUNDS.LEVER OPERATED,PUSH TYPE AND ELECTRONICALLY A CLASS I,FLAME SPREAD 0.25.SMOKE DENSITY 150,FOR MATERIALS A.BOTTOM END OF THE REFLECTIVE SURFACE OF THE MIRROR TO BE MOUNTED CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS.SELF 4vN T.11Aw INSTALLED IN VERTICAL EXITS. BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.PROVIDE A 10'HIGH SMOOTH PANEL ON THE PUSH SIDE OF 40'AFF MAX CLOSING ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 * * B.CLASS II,FLAME SPREAD 2675.SMOKE DENSITY 300,FOR MATERIALS SECONDS. lin' t4 INSTALLED IN HORIZONTAL EXITS. NARROW FRAME DOORS B MOUNT TOILET TISSUE DISPENSERS WITHIN 17 FROM THE FRONT EDGE OF Dtsla�� C.CLASS III.FLAME SPREAD 76-200,SMOKE DENSITY 450,FOR MATERIALS THE TOILET SEAT 26 INSULATE OR OTHERWISE COVER HOT WATER AND DRAIN PIPES UNDER CONSULTANT INSTALLED IN ANY OTHER LOCATION. 9 EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE NOT LESS C MOUNT DISPENSING AND DISPOSAL FIXTURES(TOWEL,SANITARY NAPKINS, . LAVATORIES. THAN 3 IN WIDTH AND NOT LESS THAN SDI IN HEIGHT.DOORS SHALL BE WASTE,COIN SLOTS,ETC.)WITH OPERATING PMTS NO HIGHER THAN 40 (Yl 10.DECORATIONS(CURTAINS,DRAPES.SHADES.HANGINGS.ETC.)SWILL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT FROM THE FLOOR. 27.THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 0 J < N NON-COMBUSTIBLE OR BE FLAMEPROOFED IN AN APPROVED MANNER. THE CLEAR WIDTH OF THE DOORWAY IS NOT LESS THAN 37. Q N 19 SINGLE ACCOMMODATION TOILET FACILITY A WATER CLOSET TO HAVE A23 CLEARANCE FROM A FIXTURE AND 37 28.THERMOSTATS SHALL BE MOUNTED AT REACH RANGE HEIGHT(48'AFF) O R 11.PROVIDE FIRE DAMPERS OR DOORS WHERE PJR DUCTS PENETRATE 10.WHERE A PAIR OF DOORS IS UTILIZED,AT LEAST ONE OF THE DOORS SHALL H L.L FIRE-RATED WALLS OR CEILINGS. PROVIDE A CLEAR,UNOBSTRUCTED OPENING WIDTH OF 37 WITH THE LEAF FROM A WALL. 29 CLOTHING HOOKS ARE TO BE LOCATED WITHIN APPROPRIATE REACH RANGE(MAX A8'AFF) J Z POSITIONED AT M ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. B MINIMUM CLEAR SPACE IN FRONT OF WATER CLOSET TO BE 4B'. J O Q O AM 12 STORAGE.DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS. C A SPACE 3E X 46'IS PERMITTED IN FRONT OF EXISTING WATER CLOSET FLAMMABLE GAS AND HAZARDOUS SUBSTANCES SHALL COMPLY WITH UNIFORM 11.IDENTIFY ACCESSIBLE ENTRANCES WITH AT LEAST ONE STANDARD SIGN AND ACCESSIBLE TO THE HANDICAPPED. 0- OF ���J L.D FIRE CODE REGULATIONS. WITH ADDITIONAL DIRECTIONAL SIGNS,AS REQUIRED,VISIBLE FROM APPROACHING V PEDESTRIAN WAYS. p.THE HEIGHT OF THE WATER CLOSET(TOP OF SEAT)SHALL BE BETWEEN IT Q v)• O 13.WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE WITH APPLICABLE AND 19'. H Z CODE REQUIREMENTS aI� J O V 14.EXTEND OR MODIFY EXISTING FIREAJFE SAFETY SYSTEM AS REQUIRED TO (1) D 12 PROVIDE MI APPROVED FIRE)LIFE SAFETY SYSTEM.SUBMIT PLANS TO FIRE (7 Z V DEPARTMENT WITH COMPLETE DESCRIPTION OF SEQUENCE OF OPERATION.AND GENERAL NOTES L OBTAIN APPROVAL PRIOR TO INSTALLATION 2 ( F 15.LOCATE THE CENTER OF FIRE ALARM INITIATING DEVICES 48•ABOVE THE 1.ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS WHICH 9.WORK AREAS TO REMAIN SECURE AND LOCKABLE DURING CONSTRUCTION.THE 25.COMMENCEMENT OF WORK SHALL BE DEEMED AS THE GCS ACKNOWLEDGMENT r I _ LEVEL OF THE FLOOR,WORKING PLATFORM,GROUND SURFACE OR SIDEWALK. INCLUDE SPECIFICATIONS.THE DRAWINGS,ALL ADDENDUMS AND GENERAL CONTRACTOR SHALL COORDINATE WITH LANDLORD TO ENSURE SECURITY. OF ALL WORK TO COMPLETE PROJECT IN CONFORMANCE WITH CONTRACT (9 V MODIFICATIONS ISSUED BY THE ARCHITECT. DOCUMENTS AND SCHEDULE.IT IS THE RESPONSIBILITY OF THE GC TO 7 16.EMERGENCY WARNING SYSTEMS SHALL ACTIVATE A MEANS OF WARNING THE 10.THE GC SHALL VERIFY THAT THE EXISTING FLOORS ME LEVEL COORDINATE ORDERS,SUBMITTALS AND IMPLEMENTATION OF LONG LEAD ITEMS. L-{ HEARING IMPAIRED.FLASHING VISUAL WARNING SHALL HAVE A FREQUENCY OF 2.THE GENERAL CONTRACTOR(GC)SHALL REVIEW ALL DOCUMENTS MD VERIFY AND FREE FROM SCALING.GC TO REPORT ANY VARIATIONS IN FINISH FLOOR SUBSTITUTIONS WILL NOT BE CONSIDERED RESULTING FROM THE GC'S FAILURE H NOT MORE THAN 60 FLASHES PER MINUTE- ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS LEVEL GREATER THAN lir IN 10.0(NON-CUMULATIVE)TO ARCHITECT. TO MAKE LONG LEAD ITEM ORDERS IN A TIMELY FASHION. 0 ui BUILDABLE AS SHOWN.ANY CONFLICTS OR OMISSIONS,ETC..SHALL BE tea,Ate• J Ln IMMEDIATELY REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO THE 21.OWNER WILL PROVIDE WORK NOTED-BY OTHERS'OR'MC"UNDER v, 1--I 00 17.EXTEND OR MODIFY EXISTING AUTOMATIC FIRE EXTINGUISHING SYSTEM AS SEPARATE CONTRACT.INCLUDE SCHEDULE REQUIREMENTS IN REQUIRED TO PROVIDE M APPROVED AUTOMATIC FIRE EXTINGUISHING SYSTEM. PERFORMANCE OF MY WORK IN QUESTION a Ln THE GC SHALL ARRANGE FOR INSPECTIONS NECESSARY TO OBTAIN A CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE SUBMIT PLANS TO FIRE DEPARTMENT AND OBTAIN APPROVAL PRIOR TO 11.THE CONTRACT DOCUMENTS ARE COMPLEMENTARY WHAT IS SHOWN OR ORDERLY SEQUENCE OF INSTALLATION. INSTALLATION. CERTIFICATE OF OCCUPANCY. REFERRED TO,AT A GIVEN LOCATION.SHALL BE PROVIDED AS THOUGH CO SHOWN ON ALL(U.O.N.). 22.MAINTAIN EXITS.EXIT UGHTING,FIRE PROTECTIVE DEVICES.AND ALARMS 18.AUTOMATIC SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED 3 IN CASE OF CONFLICT BETWEEN ARCHITECTS AND CONSULTANTS DRAWINGS IN IN CONFORMANCE WITH CODES AND ORDINANCES. - CENTRAL,PROPRIETARY OR REMOTE STATION SERVICE ORA LOCAL ALARM WHICH LOCATING MATERIALS/EQUIPMENT.THE ARCHITECT SHALL BE NOTIFIED FOR 12.SUBSTITUTIONS,REVISIONS,OR CHANGES MUST BE SUBMITTED TO ARCHITECT NOTICE OF EXTENDED PAYMENT PROVISION CLARIFICATION. 23.COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION FOR REVIEW(IN CONFORMANCE WITH SPECIFIED PROCEDURES)PRIOR TO ATTACHED OR MOUNTED TO WALLS OR CEILINGS. THE CONTRACTOR WILL ALLOW THE OWNER TO MAKE PAYMENT WITHIN 30 DAYS AFTER THE DATE 4.ALL WORK SHALL BE PERFORMED DURING REGULAR BUSINESS HOURS WHENEVER PURCHASE,FABRICATION,OR INSTALLATION.REFER TO SPECIFICATIONS A RILING OR ESTIMATE IS SUBMITTED. POSSIBLE.WORK INVOLVING EXCESSIVE NOISE OR DUST,OR WHICH WOULD FOR SPECIFIC PROCEDURES. 24.WHERE EXISTING ACCESS PANELS CONFLICT WITH THE CONSTRUCTION, OTHERWISE INTERFERE WITH THE NORMAL OPERATION OF THE FACILITYITENANTS RELOCATE PANELS TO ALIGN WITH AND FIT WITHIN NEW CONSTRUCTION. NOTICE OF ALTERNATE BILLING CYCLE 13.ALL WORK SHALL BE COORDINATED BY THE G.C.INCLUDING:SCHEDULING TIME THE CONTRACTOR WILL ALLOW THE OWNER TO SHALL BE DONE ON M OVERTIME,NON-REGULAR BUSINESS HOUR BASIS TO BE AND LOCATIONS FOR DELIVERIES,BUILDING ACCESS.BUILDING FACILITIES.ETC. 25.UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1l4-. REQUIRE THE SUBMISSION OF BILUNGS OR COORDINATED WITH LANDLORD UNLESS OTHERWISE NOTED. ESTIMATES IN BILUNG CYCLES OTHER THAN 30. 14.THE SCOPE OF WORK AND ADJACENT AREAS(INCLUDING'ACCESSIBLE PATH- DAY CYCLES.BILUNGS OR ESTIMATES FOR THE 6 GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY(E)UTILITIES.NOT 26.TEMPORARY BARRICADE(S)SHALL NOT BE REMOVED AND TENANT CONTRACT SHALL BE SUBMITTED AS FOLLOWS, AND LOBBY WHERE IT APPLIES TO THIS WORT)SHALL BE PROTECTED FROM ANY ONE CALENDAR MONTH ENDING ON THE LAST DAY COVERED IN THE CONSTRUCTION/DEMOLITION DOCUMENTS,WHICH MAY INTERFERE SHALL NOT OPEN FOR BUSINESS UNTIL ALL TRADES INSPECTORS. OF THE MONTH. WITH COMPLETING THEIR SCOPE OF WORK.THE ARCHITECT 8 GENERAL DAMAGE THAT OCCURS BECAUSE OF THIS WORK ANY DAMAGE THAT OCCURS SHALL BE THE FINANCIAL RESPONSIBILITY OF THE GC_ FIRE INSPECTOR.AND THE BUILDING INSPECTOR APPROVES FINAL • CONTRACTOR SHALL DISCUSS THE REMOVAL OF THESE UTIUTIES.WHEN REMOVAL INSPECTIONS AND THE MALL MANAGEMENT GIVES APPROVAL TO OPEN IS APPROVED BY THE ARCHITECT,GENERAL CONTRACTOR SHALL INSPECT,TEST, 15 ALL MANUFACTURED ARTICLES,MATERIALS AND EQUIPMENT SHALL BE APPLIED. FOR BUSINESS. AND DISCONNECT THE SPECIFIED UTILITY,CUT BACK TO SOURCE(OR PERIMETER OF MANUFACTURED INSTALLED.CONNECTED,ERECTED,CLEANED.AND CONDITIONED PER MF`R.'S 27.THE GC SHALL OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED LEASE SPACE)AND CAP ALL PENETRATIONS RESULTING FROM THE REMOVAL SHALL INSTRUCTIONS.IN CASE OF DIFFERENCES BETWEEN THE MANUFACTURER'S BY PUBLIC AUTHORITIES GOVERNING THE WORK. REV DATE DESCRIPTION BE SEALED WITH NEW CONSTRUCTION TO MATCH(E)ADJACENT BLDG.FINISHES. INSTRUCTIONS AND CONTRACT DOCUMENTS.THE GC SHALL NOTIFY THE UTIUTY SERVICE SHALL BE DEFINED AS PLUMBING,HVAC.ELECT., ARCHITECT BEFORE PROCEEDING. 28.CONTACT INSPECTOR FOR A PRELIMINARY CONSTRUCTION INSPECTION WHEN AND FIRE PROTECTION SYSTEMS.GC SHALL INDICATE PERMANENTLY ABANDONED CONSTRUCTION FINISHED WORK IS APPROXIMATELY 75%TO 80%COMPLETE, GENERAL NOTES UTILITIES ON A RECORD SEPIA TO SERVE AS PART OF THE-AS-BUILT SET. 76.ACCESS PANELS.CLEANOUTS,AND THE LIKE SFIALL BE MAINTAINED FOR WITH PLUMBING,ROUGH VENTILATION.AND ROUGH EQUIPMENT INSTALLED. (COORDINATE WITH LANDLORD) EXISTING BUILDING SYSTEMS. 29.CONTACT INSPECTOR FORA FINAL CONSTRUCTION INSPECTION UPON 100% OF THE CONSTRUCTION,INCLUDING ALL FINISH WORK A HEALTH PERMIT WILL SHEET TITLE 6.'AUGM SHALL MEAN ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. 17.THE GC SHALL HAVE A FULL-TIME REPRESENTATIVE ON SITE AT ALL TIMES BE ISSUED AT THE TIME OF INSPECTION WHEN ALL HEALTH CODE REQUIREMENTS 14022.00 WHILE CONSTRUCTION ACTIVITIES ARE OCCURRING ON SITE. ARE SATISFIED. JOB 7.TYPICAL"OR'TYP'SHALL MEAN THAT THE CONDITION IS REPRESENTATIVE FOR 18.THE GC SWILL COMPLY WITH ALL CODES.LAWS.ORDINANCES,AND LANDLORDS CONSTRUCCTION RULES ARE REQUIRED TO ASIDE BY L S&REGULATIONS. 01/13/2015 SIMILAR CONDITIONS THROUGHOUT,UNLESS OTHERWISE NOTED.DETAILS ARE REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK DATE - USUALLY KEYED AND NOTED TIP'ONLY ONCE,WHEN THEY FIRST OCCUR. 19.DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS GOVERN PARTITION LOCATIONS. 8.'SIMILAR-OR"SIM'MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS DIMENSIONS AND TYPES.DOOR AND WINDOW LOCATIONS SHALL BE AS SHOWN NOTED VERIFY DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS ON CONSTRUCTION PLAN.IN CASE OF CONFUCT,NOTIFY ARCHITECT FOR A0.02 WRITTEN CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. SHEET• • n'J..£ NJ°m", DEMOLITION NOTES POWER & COMMUNICATION NOTES REFLECTED CEILING NOTES FINISH NOTES I ° "_ co re . 1 DESIGN SUSPENDED CEILING FRAMING SYSTEMS TO RESIST A LATERAL FORCE 1 ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE,UNLESS O W WAPPLICABLE 1 COMPLY WITH APPCABLE LOCAL,STATE AND FEDERAL CODES AND 1.PRIOR TO CORING SLAB.REVIEW LOCATIONS WITH ARCHITECT AND >l7 OTHERWISE NOTED.ALL DIMENSIONS MARKED'CLEAL SHALL BE Z REGULATIONS PERTAINING TO SAFETY OF PERSONS,PROPERTY AND COORDINATE LOCATIONS WITH OWNER. Of 20% THE WEIGHT OF THE CEILING ASSEMBLY AND ANY LOADS TRIBUTARY • 2 Q ENVIRONMENTAL PROTECTION. TO THE SYSTEM. USE A MINIMUM CEILING WEIGHT OF 5 POUNDS PER SQUARE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES 7D N 2.PRIOR TO TRENCHING SLAB,SONAR ALL(N)TRENCH LOCATIONS AND FOOT TO DETERMINE THE LATERAL FORCE. INCLUDING FLOOR FINISHES. IJj J 2 PROVIDE AND MAINTAIN BARRICADES.LIGHTING,AND GUARDRAILS AS REVIEW LOCATIONS WITH ARCHITECT AND COORDINATE LOCATIONS WITH OWNER. 2 DIMENSIONS LOCATING DOORS BY EDGE ARE TO THE INSIDE EDGE OF N REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF 2 WHERE CEILING LOADS DO NOT EXCEED 5 POUNDS PER SQUARE FOOT AND JAMS,UNLESS OTHERWISE NOTED. ry BUILDING AND WORKERS. 3.COORDINATE INSTALLATION OF TELECOMMUNICATIONS,DATA AND SECURITY WHERE PARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM,THE SYSTEMS. FOLLOWING BRACING METHODS MAY BE EMPLOYED. 3 GRID LINES ARE SHOWN FOR VISUAL REFERENCE ONLY AND DO NOT 3.ERECT AND MAINTAJN DUSTPROOF PARTITIONS AS REQUIRED TO PREVENT A PROVIDE LATERAL SUPPORT BY FOUR WIRES OF MINIMUM NO.12 GAUGE NECESSARILY IMPLY STRUCTURAL COLUMN CENTER ONES OR SPREAD OF DUST.FUMES.AND SMOKE.ETC.TO OTHER PARTS OF THE BUILDING. 4.VERIFY EQUIPMENT SPECIFICATIONS,POWER AND INSTALLATION REQUIREMENTS SPLAYED IN FOUR DIRECTIONS W DEGREES APART.AND CONNECTED TO THE EXISTING EDGES. ON COMPLETION,REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO WITH MANUFACTURER TO ENSURE PROPER FIT AND FUNCTION. MAIN RUNNER WITHIN 2 OF THE CROSS RUNNER AND TO THE STRUCTURE . MATCH ADJACENT SURFACES. DIMENSIONS SHOWN AS V.I F.SHALL BE VERIFIED BY THE CONTRACTOR ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE 4. - 5.VERIFY MOUNTING REQUIREMENTS OF ELECTRICAL.TELEPHONE AND OTHER CEILING.PROVIDE THESE LATERAL SUPPORT POINTS 12 FEET ON CENTER IN IN THE FIELD BY LAYING OUT THE PARTITIONS.CONTRACTOR SHALL 4.IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED,RESTORE EQUIPMENT. NOTIFY ARCHITECT OF ANY DISCREPANCY IN DIMENSIONS PRIOR TO EFFECTED AREAS AT NO COST TO THE OWNER. EACH DIRECTION WITH THE FIRST POINT WITHIN 4'FROM EACH WALL PROCEEDING WITH THE WORK IN THAT AREA B.ALLOW FOR LATERAL MOVEMENT OF THE SYSTEM.ATTACH MAIN RUNNERS S.GANG ADJACENT LIGHT SWATCHES AND COVER WITH A SINGLE PLATE. AND CROSS RUNNERS AT TMJO ADJACENT WALLS',MAINTAIN CLEARANCE 5 REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE,DEBRIS, 5.NEW GYPSUM BOARD CONSTRUCTION ADJOINING EXISTING CONSTRUCTION ' BETWEEN THE WALL AND THE RUNNERS AT THE OTHER TWO WALLS IN THE SAME PLANE SHALL BE FLUSH WITH NO VISIBLE JOINTS,U O N RUBBISH,AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. 7.PROVIDE LIGHT SWITCHING IN CONFORMANCE WITH TITLE 24 REQUIREMENTS. C.PROVIDE VERTICAL SUPPORT AS REQUIRED IN BUILDING CODES.IN \ - / FOR ROOMS OR AREAS GREATER THAN 100 SQUARE FEET PROVIDE DOUBLE ADDITION,VERTICALLY SUPPORT ENDS OF RUNNERS WITHIN 8'OF \\\ // 8.REMOVE DESIGNATED PARTITIONS.COMPONENTS.BULGING EQUIPMENT.AND SWITCHES WITH EACH SWITCH CONTROLLING 50%OF LAMPS PER FIXTURE. 6.ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN,TRUE,AND FREE OF DISCONTINUITIES SUCH AS MAY OCCUR WHERE THE CEILING IS INTERRUPTED FIXTURES AS REQUIRED FOR NEW WORK IRREGULARITIES.DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY BY A WALL. CONDITIONS RAVE BEEN CORRECTED. 8 MOUNT STANDARD WALL OUTLETS,SWITCHES AND THERMOSTATS AT HEIGHTS D.SUPPORT LIGHT FIXTURES AND AIR DIFFUSERS DIRECTLY BY WIRES TO THE 7.REMOVE ABANDONED HVAC EQUIPMENT,INCLUDING DUCT WORK. REQUIRED BY TITLE 24 AND ADA GUIDELINES,UNLESS OTHERWISE NOTED.WHEN STRUCTURE ABOVE. THERMOSTATS AND LIGHT SWITCH OCCUR TOGETHER,INSTALL BOTH ALIGNED 7.REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED FOR APPLICATION OF PPR SQUARE TOO LLC. 8.REMOVE ABANDONED ELECTRICAL,TELEPHONE AND DATA CABLING AND HORIZONTALLY WITH CENTER LINE AT 43'-2 ABOVE FINISHED FLOOR. NEW FLASHES- C/0 MACERICH DEVICES,UNLESS OTHERWISE NOTED. 3.LOCATE REGISTERS AND LIGHTING FIXTURES WITHIN GRID LINES.CENTER 401 WILSHIRE BLVD. SPRINKLER HEADS,SPEAKERS,RECESSED FIXTURES,AND SIMILAR CEILING B.ALL EXPOSED GYP.BOARD TO BE LEVEL 5 FINISH,TI P. SUITE 700 9.INDICATED DIMENSIONS ARE TO THE CENTER LINE OF OUTLET OR SWITCH.OR ELEMENTS IN ACOUSTICAL UNITS.UNLESS OTHERWISE NOTED SANTA MONICA,CA.90401 9.REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR AS REQUIRED FOR CLUSTER OF OUTLETS OR SWITCHES,UNLESS OTHERWISE NOTED. LEVEL 3 FINISH AT BON,TYP. NEW FLOOR FINISHES PH: (310)394-6000 4.FINISH HVAC DIFFUSERS,DRAPERY POCKETS,AND SPEAKER GRILLES TO 10.INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPARATE STUD AN MATCH ADJACENT FINISH,UNLESS OTHERWISE NOTED. 9,CONTRACTOR TO ENSURE DELIVERY D INSTALLATION OF CASEWORK AND OWNER ", �1 10.REMOVE TOOLS AND EQUIPMENT FROM SITE UPON COMPLETION Of WORK CAVITIES.DO NOT INSTALL BACK-TO-BACK FINISH CARPENTRY WILL NOT BE DAMAGED BY OTHER CONSTRUCTION WORK. Ag5,E AR.` LEAVE CONTRACT AREAS AND SITE CLEAN.ORDERLY AND ACCEPTABLE .(; FOR NEW CONSTRUCTION. 11.PROVIDE MATCHING COVER PLATES,RECEPTACLES AND RELATED ITEMS. S.LOCATIONS OF FIXTURES AND CEILING DEICES SHALL BE AS SHOWN 10.ALL CODE REQUIRED LABELS SUCH AS Ill?,FACTORY MUTUAL,OR ANY �" , • PROVIDE ONE-PIECE TYPE GANG COVER PLATES,UNLESS OTHERWISE NOTED. ON THESE PLANS AND DETAILS.NOTIFY ARCHITECT OF ANY CONFLICTS EQUIPMENT IDENTIFICATION.PERFORMANCE RATING,NAME OR NOMENCLATURE * * 11.IT IS THE INTENT OF THESE DRAWINGS THAT THE ENTIRE SPACE IS TO BE PRIOR TO COMMENCING CONSTRUCTION.REFER TO MECHANICAL AND PLATES SHALL REMAIN READABLE AND NOT PAINTED. CLEARED OF ALL PARTITIONS,FIXTURES,FINISHES,STOREFRONT AND SIGNAGE, ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR DESIGN OF THESE 12.IDENTIFY DEDICATED OR ISOLATED GROUND ELECTRICAL OUTLETS WITH A RED IJ U.O.N.THE REMAINING SPACE SHOULD CONSIST OF EXISTING DOT SYSTEMS(DUCTS SIZES.CIRCUITING ETC.). 11.TRANSITION OF FLOOR MATERIALS TO BE LOCATED AT CENTER OF CONSULTANT DEMISING WALLS.STRIPPED COLUMNS.CONCRETE FLOOR.AND EXPOSED DOORS INCLOSED POSITION UNLESS OTHERWISE NOTED. UNDERSIDE OF STRUCTURE(U.OH.).COORDINATE WITH MECHANICAL AND 13.SEE MECHANICAL ELECTRICAL AND SECURITYIDATA DRAWINGS AND 6.VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING.DUCTS, " ELECTRICAL DWG5IF ANY EXISTING EQUIPMENT IS TO REMAIN EXISTING PROJECT MANUAL FOR ADDITIONAL NOTES AND INFORMATION. ELECTRICAL CONDUITS AND STRUCTURAL ELEMENTS AND OTHER APPLICABLE 12.PAINT BACK SIDES OF REMOVABLE ACCESS PANELS AND HINGED COVERS O < < (sJ SPRINKLER MAINS TO REMAIN. ITEMS.NOTIFY ARCHITECT OF INADEQUATE CLEARANCES FOR CEILING LAYOUT. TO MATCH EXPOSED SURFACE. < O N 14.INDICATED DIMENSIONS ARE TO THE CENTERLINE OF THE OUTLET O 12.PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE(S).PROVIDE AND PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF (SWITCH)015 CLUSTER OF OUTLETS(SWITCHES).UNLESS OTHERWISE 7 CONTRACTOR TO PROVIDE ARCHITECT WITH SPRINKLER SHOP DRAWINGS 13.PRIOR TO PURCHASE OR INSTALLATION OF FINISH MATERIALS PER SUBMITTAL /'�� STRIXOTURE.ASSUME LIABILITY FOR SUCH MOVEMENT.SETTLEMENT.DAMAGE NOTED,GANG COVER PLATES SHALL BE ONE PIECE TYPE,UNLESS FOR APPROVAL PRIOR TO SUBMITTAL TO BUILDING AND FIRE DEPARTMENT. LOG SUBMIT SAMPLES TO ARCHITECT FOR REVIEW IN CONFORMANCE WITH I..V I'("I Z OTHERWISE NOTED. SPECIFIED PROCEDURES ALLOW TIME FOR SUBMITTAL,REVIEW d FOR OR INJURY. W O Q O 8 ALL CEILING HEIGHTS LOCATED ON PLANS ARE FROM TOP OF FINISH FLOOR RESUBMITTAL IF REQUIRED /'1I ^ (� 13.CEASE OPERATIONS AND NOTIFY THE OWNER IMMEDIATELY IF SAFETY OF 15.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF TO UNDERSIDE OF OF FINISH CEILING U 0 N LL.•ii_. CI- w STRUCTURE APPEARS TO BE ENDANGERED.DO NOT RESUME OPERATIONS EXISTING FIELD CONDITIONS AND WORK SHOWN HEREIN AS < CY 0 UNTIL SAFETY IS RESTORED. FEASIBLE AND COMPLIANT WITH ALL APPLICABLE CODES. E PROVIDE ADEQUATE CLEARANCES FOR FIXTURES.DUCTS,CEILINGS.AND ELECTRICAL CONTRACTOR SHALL COORDINATE FIELD CONDITIONS WITH RELATED APPURTENANT ITEMS NECESSARY TO MAINTAIN THE SPECIFIED B.PROVIDE STRAIGHT.FLUSH RESILIENT BASE AT CARPETED AREAS,AND PAVED, z 14.ARRANGE AND PAY FOR DISCONNECTING,REMOVING AND CAPPING UTILITY TOP SET RESILIENT BASE AT RESILIENT FLOORING,UNLESS OTHERWISE NOTED. SERVICES WITHIN AREAS OF DEMOLITION DISCONNECT AND STUB OFF. ARCHITECTURAL AND ELECTRICAL ENGINEERS DRAWINGS AND SPECIFICATIONS. CEILING HEIGHT ABOVE THE FINISH FLOOR. a J Q NOTIFY THE AFFECTED UTILITY COMPANY AND BUILDING MANAGER IN D a IA IF OUTLETSISWITCHES CANNOT BE INSTALLED AS INDICATED ON THE PLANS, 10.SEE ELECTRICAL DRAWINGS FOR FIXTURE NUMBER AND QUANTITIES. ADVANCE AND OBTAIN APPROVAL BEFORE STARTING THE WORK. DUE TO CONFLICT WITH THE BUILDING ELEMENTS,NOTIFY ARCHITECT PRIOR 7 z TO PROCEEDING WITH WORK. 11.ADDITIONAL HANGER AND SAFETY WIRES FOR LIGHT FIXTURES.SPEAKERS ` I 15.HVAC SUBCONTRACTOR TO INSPECT EXISTING CONDITIONS PRIOR TO AND AJR SUPPLY/RETURN DIFFUSERS(AS REQUIRED PER LOCAL CODES)TO O `/( J (T., H DEMOLITION TO DETERMINE WHETHER ANY COMPRESSOR REFRIGERANT 17.G.C.TO CONTACT AND NOTIFY LOCAL POWER COMPANY OF CONSTRUCTION BE THE RESPONSIBILITY OF THE CEILING SUB-CONTRACTOR. LINES ARE PRESENT THAT MUST BE PROPERLY DRAINED TO E P.A AND ANY MODIFICATIONS TO EXISTING POWER SERVICES.G C TO NOTIFY V STANDARDS PRIOR TO DEMOLITION. LANDLORD OF SCHEDULING OF POWER SERVICE INSTALLATIONSIMODIFICATIONS. 12.DO NOT ATTACH ANYTHING TO THE UNDERSIDE OF THE DECK.ALL 18.PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. LOADS AND BRACING MUST BE ADEQUATELY SUPPORTED FROM THE GROUND J 7 VERIFY SERVICE UNES AND CAPPING LOCATIONS ON PROJECT RECORD DOGS- OR FROM THE PRIMARY ROOF STRUCTURE.NOTE:ALL N STOREFRONT Z L CONSTRUCTION MUST BE SUPPORTED FROM THE GROUND ONLY. H1 Q 17.BURNING OF MATERIALS ON SITE IS NOT PERMITTED. /_ 18.PATCH,REPAIR AND CLEAN ALL AREAS OF DEMOLITION TO CREATE A SMOOTH L+) 1--1 Qo SURFACE TO ACCEPT SPECIFIED FINISH MATERIAL. raj DLC) 19.ALL PLUMBING.ELECTRICAL.AND TELEPHONE CONDUITS NEED TO BE CO SAFETIED AND TERMINATED TO SOURCE. 2o.THE TENANT IS REQUIRED TO REMOVE ALL ROOF-MOUNTED EQUIPMENT AND ROOF PENETRATIONS THAT WALL NOT BE UTILIZED BY THE TENANTS BUILD-OUT NOTICE OF EXTENDED PAYMENT PROVISIONS OF THE SPACE.THESE SHALL BE REMOVED DOWN TO THE ROOF DECK AND THE CONTRACTOR WILL ALLOW MAKE PAYMENT WITHIN 10 DAYS AFTER THE DATE REPAIRED BY THE MALL'S REQUIRED ROOFER.ALL ROOFING REPAIRS SHALL A BILLING OR ESTIMATE IS SUBMITTED. COMPLY WITH THE MALL'S ROOFING CRITERIA NOTICE OF ALTERNATE BILLING CYCLE THE CONTRACTOR WILL ALLOW THE OWNER TO REQUIRE THE SUBMISSION OF BILLINGS OR ESTIMATES IN BILLING CYCLES OTHER THAN 30- DAY CYCLES.BILLINGS OR ESTIMATES FOR THE CONTRACT SHALL BE SUBMITTED AS FOLLOWS: ONE CALENDAR MONTH ENDING ON THE LAST DAY OF THE MONTH. REV DATE - .. .... GENERAL NOTES SHEET TITLE 14022.00 JOB. 01/13/2015 DATE A0.03 SHEET. • D]an..f . Wono NS�Q oZ za m N •O V N 0 N I BUILDING A BUILDING B l—,' ) A _ • ELEC.RM. \\ • -II ELEC. - a - - •--•., `1111 / � TEL RM. MAINT. ROOM _ A01 LL A05 A07 I% PPR SQUARE TOO LLC. T714 SF Tn LL LL // C/O MACERICH csi Qo `� '17,064 SF , 5610 SF ° ° ° ] B03 401 WILSHIRE 1T��woo • • m m I N � SANTA MONICA,CA.90401 N 24,188 SF g �:H:c(:10)394-6000 W W w • I '� OWNER 1 / C Y w ] ..s re \\mot/t/_iJJ \� u L_ILJ , * '°os CONSULTANT *4.',. -,• /' ) �_ rte" — �— " ~ 1 Q J °Q N 04. ..... ./� 1 O Q N ~ � � •-.6 1-1-1 0 --crc ° 14 ' " CC • Q Q 0 M1 r Ma, r � 7 c Tn < 36jS Z• 1 r�� ,fir '►�' SF • 0' o 0 i� +I .•.`r.. z I 5 �JOO••i`t. R 4 0 0 Z H•....i.........._._._ .4.:44.4. ••❖•••b• 3. ••• •T.� m z z iii OOiii�ib�i�•i = z C4(- 1 ,••.••.•••... i o �; ♦ ,� `� .•iiii0"iiii ' ' Diiiiiiii Q �) ir r '��!••iiiiii• ii•••i• •iii•v•• i'� r CAq ������•�•i!iiiiiir v -_ 111111111111* a ♦��.:;� , NOTICE OF EXTENDED PAYMENT PROVISIONS ,'^ THE CONTRACTOR WILL ALLOW THE OWNER TO • �D-1 sp. V N MAKE PAYMENT WITHIN 30 DAYS AFTER THE DATE la / . — /p _ SCOPE A&LUNG OR ESTIMATE IS BILLING CYCLE .'`—_// (� NOTICE OF ALTERNATE BILLING CYCLE �,D • • ` 0-.-- TH EWNREETTHE SUBMISSION OF BILUNGSEOR O ii Q Y ESTIMATES IN BILUNG CYCLES OTHER THAN 06- + DAY CYCLES.BILUNGS OR ESTIMATES FOR THE �, CONTRACT SHALL BE SUBMITTED AS FOLLOWS:// ONE CALENDAR MONTH ENDING ON THE LAST DAY OF THE MONTH. BUILDING REV DATE DESCRIPTION SITE PLAN SHEET TITLE 14022.00 JOB• 01/13/2015 DATE N O SITE PLAN A1.01 1/32"=7.-0• SHEET M f Woo • NLmQ • n W •3 82 • 2Q D ED 0 UI J O N 0 N \ tk' 0 0 0 0 5 0 0 0 PPR SQUARE TOO LLC. _I 1 C/0 MACERICH - - - - - I- ^— ��1 _ +_.-- — >- 401 WILSHIRE 10)3 BLVD. 0•v l SUITE 700 ' T I r I I SANTA MONICA,CA.90401 J I. — _ 4 I PH (310)394.6000 F OWNERr 1 Il I 4 I 1111p 'I spy LOS ANGELES CA II I * I I' I I I i o _ _ r CONSULTANT L� 1 3'Ir� — 1 1 1 I 1 1 O Q Q N 1pp PPP' 1 - 0 1 1 LLJ O 'I III 'F I I I I (f) Q �_ I II Q I- -� - MMIII _ T„� i i f z z H iiiii � CO Ln A via 1 1 T m NOTICE OF EXTENDED PAYMENT PROVISION$ THE CONTRACTOR WILL ALLOW THE OWNER TO MAKE PAYMENT WITHIN 30 DAYS AFTER THE DATE A BILLING OR ESTIMATE IS SUBMITTED. OSLOG.C ROOF PLAN NOTICE OF ALTERNATE BILLING CYCLE 1/18”=1'-0" THE CONTRACTOR WILL ALLOW THE OWNER TO REQUIRE THE SUBMISSION OF BILLINGS OR BILLING CYCLES OTHER THAN 30- NOTES DAY ESTIMATES CLES•BILUNGS OR ESTIMATES FOR E N 2.4,5.6.AND B. CONTRACT SHALL BE SUBMITTED AS FOLLOWS: 1 REMOVE ROOFTOP UNITS ONE CALENDAR MONTH ENO THE LAST DAY OF THE MONTH_ REV DATE DESCRIPTION BLDG. C ROOF PLAN SHEET TITLE 14022.00 JOB 01/13/2015 DATE A2.03 SHEET B tel NN NI T 0 0 • . I■ w°^u off^^, }— o�'3 • • z .V1 O CA J O in O N ■ I I ■•0 o C 0 E T � 77-10'TO STRUCTURE BETWEEN GRID B S E I PPR SQUARE TOO LLC. © C/O MACERICH ® --------- _ 401 WILSHIRE BLVD. 760 SUITE 401 I� IJ I r•---•� SANTA MONIG{CA.90401 I �PH:(310)391-5000 1 t r OWNER .Y iI I I II © TJ7 `L+� i � I I� I I NV i I i i i I I I I I I I I _ CON' TAAfT FLOOR LVOL.� Q ■ O Q aN I- O BLDG.C SECTION H CL 0.) -=1a-0 w z o Q LLJ DQ ao O' J o0 • (f) D .i (1� a z I �" 0 v (A IEI ROOF DRAINS TO REMAIN (WHERE OCCUR) I - ( n NO GRANDE T.O.1 W PARAPET r'-0' \ V -/TO `` ROOF�T (E)ROOFING �� • 7 TO REMAIN L TENANT SIGNAGE BY OTHERS�— 111), ` NEW POLVSTYRENE I-1 i ( � 0 V) � TENANT SIGNAGE BY OTHERS .11116 g i—i c0 1 ��` IEI WALL I \ lib : NEW ROOF FRAMING CO '` � ` �, TO REMAIN i `_ I – - \` `` \\ b \ (E)EXTERIOR TRIM \ I NOTICE OF EXTENDED PAYMENT PROVISIONS !1 ` • TO REMAIN li THE CONTRACTOR WILL ALLOW THE OWNER TO AWNING `� • IE)METAL PANEL FASCIA i1 `\ \ TO REMAIN MAKE PAYMENT OR ESTIMATE 30 ATE IS UBMI THE DATE ' (6)STRUCTURAL • A BILLING OR ESPMATE IS SUBMITTED. i1 \STOREFROM 77-P �`� COLUMN TO REMP� `` • \`, IT NOTICE OF ALTERNATE BILLING CYCLE I AWNING THE CONTRACTOR WILL ALLOW THE OWNER TO E STOREFRONT REQUIRE THE SUBMISSION OF BIW NGS OR 1) 1 \ ` ' TO REMAIN I I ESTIMATES IN BILLING CYCLES OTHER THAN 30. ` -^-- — -- CONCYCLES.ALLIBE SUB ESTIMATES FFORTHE WiI7 CONTRACT SHALL MONTH SUBMITTED AS FOLLOWS: ONE CALENDAR MONTH ENDING ON THE LAST DAY 1611111• S% \` 1 OF THE MONTH NEW EXTERIOR LIGHT S-B' 3'-8' FIXTURES LEGEND: F.O.FINISH / F .FINISH = OI REMAIN REV DATE DESCRIPTION a NEW STONE CAP WALL SECTIONS `` 1 ,\ SHEET TITLE 11I r b NEW STONE BASE mmomiamm , h.• FLOOR LVL. -_ IOWA 14022.00 I \ I� - FLOOR LEVEL 01/13/2015 '4 \ 4.-0. DATE e O(FRONT PORTAL SECTION (N)REAR PORTAL SECTION A4.01 3/8"_1_0„ SHEET• • � B f N N o 0 • -EXTERIOR PLASTER W p n U Q FINISH OQ• -_ • • L "i WEATHER BARRIER U m Q /.4 '.r Ui..Ln MEIN-LATHE Q f+l uaL I --EXTERIOR PLASTER _ P SANE CM 2(0 FINISH \ .a.D'� • ZQ HORIZONTAL 1 01 IN BRACING AS REQ. HORIZONTAL- N 0 SEE STRUCTURAL • BRACING AS REQ. 'V WEATHER BARRIER SEE STRUCTURAL — o ! sEA wr p rrrr:...4:::+t,:••r •:ICI �' +' 1 iiiiiiiii%�:•..... .. Z COAT PIASTER ..... .. I -METAL LATHE ' SUBSTRATE .1 ►.♦.�.•.•.•• •.♦.•■ 3 EXT.GRADE GYP. I............. %r .. S $' SHEATHING ® IL ►�.�.�.�.�.� � i.. _b a'Uri■ SKID FRAMING- ; 1P4VV.--'!'- 1_ SEE STRUCTURAL ►..j t • OAT. . •b LIQUID BONDING SELF ADHEARING AGENT W.P.MEMBRANE ;14-ET,,A,L7COPING FLOOR CHANNEL- P FLOOR 6LANNEL- 24 GA PNNTED B• L I SEE STRUCTURAL - $EE STRUCNPAL LAP DONM 7 MIN. / '1 STONE BASE T CO NT.SFN AN7 • , CONT.CONC. I. AT BASE OF COAT.CONC. T.0 PARAPET SHEATHING _� I) CURB ., CURB ,,• COAT.SEALANT i . -' ..` AT BASE OF 27 0' -ill WEEP SCREED.WALL SHEATHING• "~ M `� BASE TO MATCH SLOPE OF - COPING FASTENED I- PPR SQUARE TOO LLC. T.O.(B) ••'fP :.•...-f EXTERIOR FINISH GRADE EEP SCREED H LOLL ON ROOF SIDE E \ I' T.O.TO(E) BASE TO MATCH SLOPE OF SCREWS AND NEOPRENE I ` SILICONE C/O MACERICH STRUCTURAL 4 { STRUCTURAL EXTERIOR FINISH GRADE WASHERS Q 7V O.C. SEALANT 401 WILSHIRE BLVD. SOD k SIAB I, THROUGH SLOTTED HOLES Is SUITE 700 I SLOPE SLOPE •1. SANTA MONICA,CA 90401 --j STUD FRAMING J-� •\ �l . SEE STRUCTURAL - If POLYSTYRENE PH:(310)394-6000 i OWNER S•T, i4- :i -y- , t• _ :ty. EXTERIOR GYP. qa� SHFLTING P .....•� •-> TYP.PARAP WALL AT POLYSTYRENE 5 TYP.BASE DETAIL AT PLASTER WALL 3 TYP.STONE BASE DETAIL O TRIM LL POL EXTERIOR PLASTER HASH O 3"_1'-O• O 3"=1'-0" 3"-1'-0" 1.08.MOSLIBIC CO. III f WEATHER CONSULTANT CF SELF ADHEARING W.P. BARRIER MFMRRANF 17'DOWN // 7 MIN IA-ll•-0• 1 ROOFING AT PARAPET J M MIN 24 GA PAINTED �— WALL O Q O NI EXTERIOR INTERIOR METAL COPING a18'-:TR:CAL(E)ROOF DRAINS TO REMAIN le\i`'/■,()WERE OCCUR) i Z TEMPEREDGLASS ..... I` i` SERE ELE ^ O SEALANT WITH BACKER ALUMINUM SILL,SEAL ```` ,�i\�` , Li• a w ROD EXTERIOR AND ALL SCREW HOLES �\```````\\\I\1` 0 INTERIOR,DO NOT ` \ ` I EXTERIOR PLASTER ''`` z COVER WEEP HOLES II ` ``` ��````I\�` OI METAL LATHE O T • `�I �` Of WEARIER BARRIER 1 �r��L•r� SHIM AS REO ` \ \;` ,0,1MRIOR GYP. J T.O. N W C PLAZA I ` _ \ ;` SHEATHING (n D N W.CORNER v�4 TO.CURB . 207.80' NO CHANGE M r" �I` z ( Iti I—I (E)ROOF FRAMING \'` STUD FRAMING Bk71M•CONC.CURB Y`1, • SEE STUUCTURAL O T,O CONC.20710 Z I li II (E)METAL PANEL • I-.•••1 I-\ ! ` -.- NS'-0 FASCIA TO REMAIN • O BSTOREFRONT SILL VW CURB DRIP SCREED 3"-1.-0" CO Ql • NOTICE OF EXTENDED PAYMENT PROVISIONI F[ ■ THE CONTRACTOR WILL ALLOW THE OWNER TO MAKE PAYMENT WITHIN 30 DAYS AFTER THE DATE A&WNG OR ESTIMATE IS SUBMITTED. NOTICE OF ALTERNATE BILLING CYCLE 24•X 24'LOUVERED Ir �- EXTERIOR PLASTER ACCESS PANEL 7' OI METAL LATHE THE CONTRACTOR WILL ALLOW THE OWNER TO 01 WEARIER BARRIER REQUIRE THE SUBLIISSICL OF BILLINGS OR OI EXTERIOR GYP. ESTIMATES IN BI W NG CYCLES OTHER TNAN HE . SHEATHING DAY CYCLES.BILLINGS OR ESTIMATES FOR THE CONTRACT SHALL BE SUBMITTED AS FOLLOWS: �� ONE CALENDAR MONTH ENDING ON THE LAST DAY OF THE MONTH. STUD FRAMING —REV DATE DESCRIPTION • _J ti W EXTERIOR DETAILS wSHEET TITLE 14ou.00 • F O.FINISH 108 A 1'•0 • -.' ".,..� DRIP SCREED DATE 01/13/2015 DRIP SCREED +. .. .1._.._'...::_�_�..�.- ........«..ter.-...-.. a10-0eio A5101 TYP.PARAPET CONNECTION AT(E) OMETAL WALL 1 1/2"=1'-O" SHEET x • N N N 01 0 • _ O a U HI ij 7/8"PLASTER 0/MTL.LATH L, 01 01 U VI '< • CONT.WEATHER o CID Q W m F BARRIER .JJ EXT.GYP.SHEATHING ..~- 0 U' ?� SHIM P �� PLASTER FINISH 2 CASING BEAD O/METAL LATHE • 2 i f 4 OI WEATHER BARRIER m VT 5/S"TVPE'X'GYP. ►_ P SILICONE SEALANT `1 Of EXTERIOR GYP.SHEATHING O0 lii BD.BY 7ENlWT�" AND BACKER ROD a 0/STUD FRAMING 0 O L E%TERWR 1111 d INTERIOR CV CONT.DRIP EDGE rI ;�$EATNT BY � � J °, 6YP.BO.FINISH TETAABYALUM.FRAME i64,✓ 'i SEALANT WITH BACKER ROD f .1 EXTERIOR AND INTERIOR rh n 1,4 4 ILI g Itl---= --[•II.` — il II ALUMINUM MULLION � �� .1. §I,N TEMPERED GLASS 8 DOOR STOP a HEAD PPR SQUARE TOO LLC. C/O MACERICH DOOR BY TENANT 401 WILSHIRE BLVD. SUITE 700 SANTA MONICA,CA.90401 PH: (310)394-6000 O STOREFRONT HEAD DETAIL 11p DOOR 1 STOREFRONT HEAD DETAIL OWNER 3'-V-0" 3'-V-0- /gyp,�q,,_ dby % a r LICENSE MN 1 3/4"X 4 1/7" "-----... CONSULTANT ALUMINUM FRAME BEVEL STOPS,TYP. O J Q N Q 0 N EXTERIOR INTERIOR .H../ Q/ {..t_ LU a TEMPERED GLASS C O D O 3 SEALANT WITH SACKER ALUMINUM SILL.SEAL L•L• LL QF WEATHER STRIP b ROD EXTERIOR AND ALL SCREW HOLES Q Ln O ALUMINUM THRESHOLD, INTERIOR.DO NOT COVER WEEP HOLES ^, /z� SET IN MASTIC T— (`/Y —J ^ Q TOP OF CONC.SLAB AS REQUIRED irrk(J !/1 S``„JJ Fns, V� Q _ _ SLAB TA- NI Z C7 •A. • 4 Z I 1--I • A • a 0• • •' ' 0~ ' L/) CONTROL • IOINT-SEE •• • ••STRUCT. �A a V STOREFRONT THRESHOLD DETAIL STOREFRONT SILL DETAIL z O O F•--1 = 0 ui (I1 J Li') Q 1--I CO m Lc) NOTICE OF E.:_ENDED PAYMENT PRONSK)NS THE CONTRACTOR WILL ALLOW THE OWNER TO MAKE PAYMENT WITHIN 30 DAYS AFTER THE DATE A BILLING OR ESTIMATE IS SUBMITTED. NOTICE OF ALTERNATE BILLING CYCLE THE CONTRACTOR WILL ALLOW THE OWNER TO REQUIRE THE SUBMISSION OF BILLINGS OR ESTIMATES IN BILLING CYCLES OTHER THAN 30- DAY CYCLES.BILLINGS OR ESTIMATES FOR THE CONTRACT SHALL BE SUBMITTED AS FOLLOWS: ONE CALENDAR MONTH ENDING ON THE LAST DAY OF THE MONTH. REV DATE DESCRIPTION EXTERIOR DETAILS SHEET TITLE 14022.00 JOB it 01/13/2015 DATE A5.02 SHEET• ' I Ina .If �/, o GENERAL NOTES I W�,v V n 6 ro� is QUALITY ASSURANCE ROUGH CARPENTRY(Continued) STRUCTURAL STEEL GENERAL(Continued) GENERAL 0o m F �- >0>3 1.Testing laboratory shall submit reports indicating 7.Do not cut or notch structural lumber unless specifically 1.STRUCTURAL STEEL:Material,Fabrication,and Erection 13.Shop drawing submittals: 1.Perform construction and workmanship in compliance with Z zQ 3 results and observations of tests and inspections and detailed or indicated. A.Materials A.Review and stamp shop drawings prior to submission to contract documents and 2013 International Building Code Ai• stating compliance or noncompliance with contract 1.Provide structural steel complying with ASTM A572 Architect(Structural Engineer).Review for (IBC).Building Occupancy category per CBC Table 1604.5 o tii documents to Architect(Structural Engineer)and to 8.Provide holes for bolts 1/32'to 1/16"larger than Grade 50 completeness and mmpliance with contract documents. of CBC is II Governing Code Authority.Contractor shall reimburse nominal bolt diameter.Provide A307 bolts,unless rated B.Submit shop drawings to Architect(Strctural Owner for costs related to tests and inspections of otherwise,with standard cut washer under bolt head and Plates,channels,angles Engineer)as indicated or specified for review and 2.Governing Code Authority:Beaverton Department of 1 unidentifiable materials or materials furnished without nut.Provide standard washers under heads of lag screws. ASTM A36 acceptance prior to fabrication.Review will be for Building and Safety. certified laboratory test reports,materials found Hollow structural section general conformance with design intent conveyed in deficient after initial tests and inspections,or 9.Retighten bolts prior to application of sheathing, ASTM A500,Grade B(46 ksi-Rectangular contract documents. 3.Design Criteria: materials repladng deficient materials.See plaster,etc. Section,42 ksi-Round Section). C.When an engineer is required to sign and stamp shop Specifications for additional test and inspection Threaded round stock drawings and calculations,ensure seal indicates Roof live loads=2opsf(Reducible) requirements. 10.Provide lateral support for beams,rafters and joists as ASTM A36 engineer as registered in state where project sale stipulated in IBC 2308.8.5. Furnish readily identifiable structural steel in occurs. Wind desgn data: 2.Provide cement,aggregates,reinforci g steel,structural compliance with IBC 2203. D.Shop drawings are not a part of contract documents. Basic wind speed=85 mph steel,etc.,from identifiable tested stock.Submit 11.Wood studs: Therefore,Architects(Structural Engineer's)review W nd importance factor=1.0 certified laboratory test reports to Architect A.Top plate of stud walls shall be 2 pieces same width as studs. B.High Strength Botts does not constitute an authorization to deviate from W nd exposure B(Structural Engineer)and to Governing Code Authority. Splice as indicated. 1.Pravda high strength bolts,nuts and washers terms and conditions of the contract If materials cannot be identified or i certified B.Provide stud wall bracing in compliance with IBC 2308.9.3 in complying with ASTM A325 unless noted otherwise. E.Shop drawings will be rejected for incompleteness, Earthquake design data . laboratory test reports cannot be made available,testing stud walls not plywood sheathed. A°high strength bolts shall be bearing type lack of coordination with other portions of contract Seismic importance factor=1.0 laboratory will perform tests to determine conformance C.Provide fire blocks in compliance with IBC 717. with threads included in shear plane(A325-N), documents,lack of calculations(0 required),or Mapped spectral acceleration with contract documents as directed by Architect D.Notch or bore holes in wood studs in compliance with IBC unless noted otherwise. where modifications or substitutions are indicated Ss=0.977g (Structural Engineer). 2308.9.10 and 2308.9.11. 2.Assemble high strength bolts in compliance with without poor review per paragraph above. S1=0.425g E.Provide double joists under partitions which am Spedficabon for Structural Joints Using ASTM F.Submit shop drawings and calculations to Governing Site Class=DC PPR SQUARE TOO LLC. 3.Testing laboratory shall provide special inspection, parallel to joists and provide solid full depth A325 or A490 Bolts(2004). Code Authority when specifically indicated or Spectral response coefficients C/O MACERICH complying with IBC Section 1701(unless otherwise noted), blocking under partitions which are perpendicular to 3.Tighten A325-N bolts to a snug tight condition. requested. S_DS=0.7225 421 WILSHIRE BLVD. for the following: hoists. Tighten A325 pretensioned bolts(where specified) G.Maintain a copy of all shop drawings accepted by S_D1=0.4469 SUITE 700 A. Concrete and reinforcing steel where specified to at least the minimum tension specified in the Architect(Structural Engineer)at site during Seismic design category=D SANTA MONICA,CA.90401 concrete compressive strength is greater than 2500 12.Do not suspend ceilings,soffits,sprinklers,piping, referenced standard using one of the following construction period. Substructure PH: (310)3943000 psi. mechanical duds,nor any other element from 2x4 roof tightening methods:tum-of-nut,calibrated H.Structural Engineer requires 10 working days after Basic seismic-force resisting system= OWNER Fx:(310)395-2791 B. Bolts installed in concrete. framing unless specifically detailed. wrench or direct tension indicator tightening. receipt of shop drawings and calculations for Plywood Shear Walls r' p eels.Novo soon C. Field welding including shear studs. processing. Design base shear=42 kips I tin ;]eke new five D. High-strength bolts. 13.Mechanically driven nails used in wood structural panel C.Fabricate and erect structural steel in compliance I.Only three copies of each structural shop drawing Seismic response coefficient,Cs=0.28g gTnm nr Ur r 1nr atwU shear walls shall meet the same dimensions as that with 2005 Specification for Structural Steel submittal will be accepted for review and only one Response modification factor,R=2.5 required far hand-driven nails,including diameter, Buildings and CBC Chapter 22. marked with comments,if any.All other additional Analysis Procedure used=Equivalent lateral 121.131401 T 4.Testing laboratory shall review concrete mix design data minimum length,and minimum head diameter.No dipped copies submitted will be returned unmarked. force procedure w.w..rbMrk corn 3r113111492 r and shall perform the following concrete tests at head or box nails permitted in new construction. D.Submit shop drawings to Architect(Structural teat rea4 frequency indicated in Required Inspections of Reinforced Engineer)for review and,upon request,to Building 14.Brace piping and ducts complying with latest edition of 4.Structural drawings,as part of contract documents, yu th PBQr , Concrete in Quality Assurance Section. Official. "Guidelines for Seismic Restraints of Mechanical Systems' indicate information sufficient to convey design intent. ,n`lOH f Bee,,�c STRUCTURAL OBSERVATION by the Sheet Metal and Air Conditioning Contractors If errors,inconsistencies or omissions are discovered, �' 7'OIPE _ 2.Welding National Association. promptly notify Architect(Structural Engineer)before 5.Testing laboratory shall perform the following tests in 1.Structural observation is required for the structural A.Basic Requirements proceeding with work. Ir structural steel as indicated in Required Inspections of system in accordance with IBC Section 1709.Structural 1.Weld structural steel in compliance with ANSUAWS 15.The CAD drawing files are the property of the Structural ",r A r2.1`P c, Structural Steel in Quality Assurance Section. observation is the visual observation of the elements and D1.1 and AISC Specifcation,Chapter J.Welders Engineer and will not be released to the Contractor or 5.Existing structural drawings for the Square Too project, Syr N QNQ� connections of the structural system at significant shall be certified as required in the plans and subcontractor for their use prepared by Elton C.Gildnw Architecture Engineering CONSULTANT EARS'0°1301x015 construction stages and the completed structure for by Governing Code Authority.Welding shall be Planning,dated July 1,1983,including all addenda and general conformance to the approved plans and done by electric arc process using low-hydrogen 16.Submit deferred submittal items to the Architect revisions,are a part of these contract documents. O ° N specifications.Structural observation does not waive the electrodes whose specified tensile strength is (Structural Engineer)for review.After review,submit n responsibility for the inspections required of the not less than 70 ksi unless noted otherwise. deferred submittal items to the Governing Code Authority 6.No portion of structural related work,induding strop 0 0 0�0 N Building Inspector or the Special Inspector. Welding may be performed using submerged arc for approval prior to installation.The following is a drawing development,shall be performed without W Z process with automatic welding(SAW-1). list of deferred approval items: considering requirements of contract documents in their W Ce 0 2.The Owner shall employ a registered design professional entirety.For example,refer to architectural, W j W to perform the structural observation.The Engineer or 2.Field welding to be done by welders must be 1.Exterior storefront systems mechanical,plumbing and electrical drawings for size and OM ce Architect shall be registered or licensed in the State of certified by the AISC for Structural Steel. location of openings,penetrations and embedments for < V) Oregon.The Department of Building and Safety recommends Continuous inspection by a deputy inspector is duds,piping,vents,conduits and other items to be /y Z the use of the Engineer or Architect responsible for the fetulred. FOUNDATIONS incorporated in structural work. 0 Q d structural design when they are independent of the 167 Contractor. 3.Unless a larger size fillet weld is indicated, 1.Foundation design is based on recommendations in the 7.Details and schedules indicated as'typical'may not be Z Z provide minimum sae of weld per AISC original structural drawings prepared by Elton C.Gildow specifically referenced on drawings.Determine where each k-' 3.The Structural Observer shall perform site visits at Specification,Section J2 and Table J2.4. dated July 1,1983. typical detail or schedule applies before proceeding with 0 tel those steps in the progress of the work that allow for 4.No attempt has been made to differentiate between work.If conditions are found which am not specifically Q correction of deficiencies without substantial effort or shop and field welded connections. 2.Foundation design is based on a bearing capacity of 200 detailed and no typical detail or schedule applies, 3 uncovering of the work involved.At a minimum,the psf with a 33%increase for seismic or wind loading for promptly notify Architect(Structural Engineer). Z 3 following significant construction stages require a site Building B and C,1000 psf for Building A.. 1-I visit and an Observation Report from the Structural ROUGH CARPENTRY 8.Conditions shown or noted as existing are based on best = V) Observer: 3.Found footings a minimum of 18'below adjacent grade or information currently available when drawings were I1 1.Provide WCLIB or WWPA grade marked Douglas fir structural finish floor,whichever is lower. prepared.No warranty is implied as to accuracy of these CONSTRUCTION STAGES ELEMENTS/CONNECTIONS lumber.Provide air dry lumber with a 19%maximum existing conditions. TO BE OBSERVED moisture content.Moisture content may be measured just 4.Found footings and building slab-on-grade on compacted prior to placement in structure. fill or undisturbed natural grade. 9.Take field measurements and verify field conditions and A.Foundations First footing reinforcing compare such measurements and conditions wit contract NOTICE OF EXTENDED PAYMENT PROVISIONS Steel placement.First ardor 2.Provide structural lumber of the following documents.If errors,inconsistencies or omissions are THE CONTRACTOR WILL ALLOW THE OWNER TO bolt placements at plywood classifications and grades unless noted otherwise: REINFORCING STEEL discovered,promptly notify Architect(Sbuctiaal MAKE PAYMENT WITHIN 30 DAYS AFTER THE • shear wall. MEMBER SIZE CLASSIFICATION GRADE Engineer)before proceeding with work. DATE A BILLING ON ESTIMATE IS SUBMITTED. B.Roof Framing Roof framing of Building C. Rafters and joists larger than 2x4 1.Provide reinforcing steel complying with ASTM A615,Grade NOTICE OF ALTERNATE BILLING CYCLE 2'to 4'thk.,2'and wider No.1 10.Contract documents represent the finished structure. 60. THE CONTRACTOR WILL ALLOW THE OWNER TO 4.The Structural Observer shall prepare a report for each 4x beams,headers and stnngers Unless otherwise shown,they do not indicate method of REQUIRE THE SUBMISSION OF BILLINGS OR significant stage of construction observed.The original 2'to 4'thk.;2'and wider No.1 construction.Provide construction means,methods, ESTIMATES IN BILLING CYCLES OTHER THAN 30. techniques, uences and procedures as required. DAY CYCLES.BILLINGS OR ESTIMATES FOR THE of the Observation Report shall be sent to the Building Wall stud and plates CAST-IN-PLACE CONCRETE p CONTRACT SHALL BE SUBMITTED AS FOLLOWS: Inspectors office and shall be signed and sealed(wet 4'wide No.1 Provide adequate excavation procedures,shoring,bracing ONE CALENDAR MONTH ENDING ON THE LAST stamp)by the responsible Structural Observer.One co Blocking Stud Grade and erection procedures complying with national,state DAY OF THE MONTH. p) y pon copy 9 1.Provide normal weight aggregates of natural sand and rock of the Observation Report shall be attached to the complying with ASTM C33(aggregate size). and local safely ordinances. approved plans.Copies of the report shall also be given 3.Provide plywood complying with DOC PS 1 and classified as to the Owner,Contractor,and Deputy Inspector. Exposure 1.Each sheet of plywood shall be identified 2.Provide Portland Cement conforming to ASTM C150,Type II. 11.Observation visits to site by field representatives of with appropriate trademark of the American Plywood Arrhited(Stnldural Engineer)do not include Report 3.Provide normal weight concrete(145 pcf),with proven inspections of construction means and methods. 5.A final Observation Re rt must be submitted to the Association. Pew REV DATE DESCRIPTION building official,owner and Architect(Structural shrinkage characteristics of less than 0.05%,attaining Observations performed by Architect(Structural Engineer) Engineer)which states that the site visits have been 4.Pressure(real all structural lumber in compliance with minimum compressive strength 3000 psi(fc)at 28 days during construction am not continuous and detailed STRUCTURAL made and that all report defidendes to the best of the IBC 2303.1.8.Provide ASTM A153 hot dipped galvanized or unless noted otherwise: inspection services which are performed by others. structural observers knowledge has been corrected and stainless steel fasteners and hardware connectors at Observations performed by Architect(Structural Engineer) GENERAL NOTES that the structural system generally conforms with the pressure treated sWclural lumber. 4.Submit concrete design mix data required signed by and are pertained solely for the purpose of determining if approved plans and specifications. bearing the seal of a registered civil engineer in state Contractor understands design intent conveyed in contract SHEET TITLE 5.All nails,unless indicated otherwise,are common nails to Architect(Structural Engineer). documents.Observations do not guarantee Contractor's with dimensional properties complying with AF 8 PA NOS performance and are not to be construed as supervision of 13L070C .1013# Table L4 and ASTM F1667.Install nails in compliance 5.Slump not to exceed 4(c-1)inch.For slab on grade, construction. with IBC Chapter 23,including Table 2304.9.1. walls,slab on metal deck and suspended slabs,slump not 01/13/2015 to exceed 4 inches(r 0",-1'). 12.Modifications or substitutions:design,materials, DATE 6 Provide wood hardware connectors as manufactured by equipment and products other than those indicated or Simpson Strong-Tie Company,Inc.complying with ICC 6.Do not use concrete or grout containing chlorides. specified may be considered for use provided a written Evaluation Report Nos.ESR-2549,ESR-2551,ESR-2555 and request,subject to review,is submitted to owner, S0.01. ESR-2615. Architect(Structural Engineer)and Governing Code Aulhonty prior to its use or inclusion on any shop drawing. SHEET • �,M,�f N r4 8 0 GENERAL NOTES � 6 O on Protect: Co M r Location: > >3 ITEM TESTING,INSPECTION&VERIFICATION TASKS CONTINUOUS FREQUENCY E Ca z a 3 STRUCTURAL STEEL INSPECTIONS&VERIFICATION m O (Table 1 U ' 1 MaleratEnfWlona 704.3)nigh strength Lao ruts and _ — N rashers 0 ns a Iderhficabn markings to ccnlam o ASTM standards speufied at the apps tic consruceon doc uments X (Sala drawings,ASTM Standards,ARMING 360 Section A3.3) b.I nNduers certificate et compiarce regaree X • 2 Inspection of high-seeglh boffin.. — — aBern9-ypeconne Ions (ANSIASC 360 Section M2.5) X b Supcnirca connections.(ANSYASC 360 Section WS and 15.4) X 3 Matsu ve:Baton of structural sled — a Idertificehon markings to mnlam to ASTM standards specified in the approved x mnswcaon mcumems b Meonlaflw a certified mill lest reports x 4. Meleia vanM1aeon of weather mlaras — — a Idereficabon markings to cantor to AWS speuficelion in the afprwed cosstrucucr x Jill documents(ANSIASC 360 Section A3.5) b Mandachrrs certificate d compliance roomed X S. Inspection d weidng — — a Stu:tua sled (AWS D1.1) — — _ 1)COnpoto and NU penetrason prods%NOS X 2)MMh-pass fed weds X 3)singepass filet welds,57161 X PPR SQUARE TOO LLC. a)Singalaess Niel wads 55116. X C/O MACERICH B. Inspehon of stee fame loot decals for co was Nth<Wooed corseucbon documents — — 401 WILSHIRE BLVD. a Delals such as traeng and greening X SUITE 700 b NemlalOCelree X SANTA MONICA,CA.90401 CA1+icahm of Joni dated ateachcenne_Lan x PH: (310)394.6000 — _— _ OWNER F%:(310)395-2791 CONCRETE INSPECTIONS&VERIFICATION (Table 1704.4) III S Fawn,Imo 1 lnspe;em of renbrang sled,inducing preseesang tendons,and placement IACI318:3.5,7.1-7.7) x ringlekirk iefh le. 2 Inspect boils to be installed in concree pore to and flung placement olcataete where allowable loads x s to nn Al lr 11B MIS Luis4Nrbs.U 5511 have been increased O Vrlyug use of required design eel.IAC1378:Ch.4.52-5A) x 331.133.5673 t 4. Al the One hash concrele is sa elided b talocale specimens for stength tests prom Sump and or www.eeaekercam 371.753 Nat F conlent tests,anc determine the lempelatoe d the concrete. X (ASTM C 1726518 C 31,AC1318:5458) " YR(.kE 5. hrapeoeon d concrete and stwtrete paarenlfre papa applioalon lecheques(ACI 31558,5.10) X 5��0(Nf Ssi 6. Impecb Ices tenanceet specOedcuringteenpaabaeandlechnques 59CI318:311-5.13) X rr,N' Fy Qa 1028PE 1% LIGHT FRAMED CONSTRUCTION • ti -WOOD CONSTRUCTION(TABLE 1704.6) h rf 4 57.1 ,c, T Inspect grade stamp on framing lumber plywixd and OSBpandsb verily lumber species Bracing,size, x "on GOO masture content surface beetmenl 2 barfly net.staple.screw end boll fastener type,gate andlo ebon. X eonwLTPM EXPRES 08/30/2015 3 Irspecr aced cennechens mdudng neing.holing,encha belts.be downs.beam hangers and framing anode(see no X O 0 M 4 I-sped diaphragms and shear wall s In prcger pond Slickness and fastener pattern x \ < N NOTE:ONLY APPLICABLE TO COSPONENTS AND CONNECTIONS WITHIN 0 0 THE SEISMIC FORCE RESISTING SYSTEM WHEN THE FASTENER SPACING OF THE SHEATHING IS 4"O.C.OR LESS. LLd Z FOUNDATION INSPECTIONS&VERIFICATION (j,( 0 SOILS-IBC Table 1704.7 . See Nolo M < 0 1, venfysubgade matends Odewtneluebng fadesgnbeanrg weary X 0° 2 Andy depth of excaveaon and type d su5grede malras reached X < l/7 O S Priamdassificaban and cempeclion!Nog d controledbeai6 materials. X �JJ 27 4. Vint/melyds used layered thicknesses and compaction of back Ills X C 0 0 1 Vody the subgade and atepmepanabons In controlled N. X (I) L~.7 Q O )- Notation. I— In X Denotes either caausuous or periods inspections. —Denotes an actrvrty flat a either a ale time activity or one whose frequency is defined in some other nervier Z Notes I-1 1 Addlaonel detail regarding insp chord And tests are provided in the project specyicaliona end/or 2 notes on the drawings (f) 2 2 Refer to design build drawings for design and project specR'ic Inspection requirements. Q 3 Special inspection is rot required where design wind speed is less than 110 mph. 4 See GeotecMlcal Corsuitara for more maormet on NOTICE OF EXTENDED PAYMENT PROVISIONS THE CONTRACTOR WILL ALLOW THE OWNER TO MAKE PAYMENT WITHIN 30 DAYS AFTER THE DATE A BILLING OR ESTIMATE IS SUBMITTED. NOTICE OF ALTERNATE BILUNG CYCLE THE CONTRACTOR WILL ALLOW THE OWNER TO REQUIRE THE SUBMISSION OF BILUNGS OR ESTIMATES IN BILLING CYCLES OTHER THAN 30- DAY CYCLES.BILLINGS OR ESTIMATES FOR THE CONTRACT SHALL BE SUBMITTED AS FOLLOWS: ONE CALENDAR MONTH ENDING ON THE LAST DAY OF THE MONTH. REV DATE DESCRIPTION STRUCTURAL GENERAL NOTES SHEET TITLE 13L070C Ion a 01/13/2015 DATE S0.02 SHEET• - VIVI.1z W 00' o< 0z In, 2 c D 03 VI uiO 0 in o EM 0 CONNECTION FASTENING° LOCATION 1. JOIST TO SILL OR GIRDER (3)(1/41 TOENAIL 2. BRIDGING TO JOIST (2)8d TOENAIL EACH END 3. 1"16'SUBFLOOR OR LESS TO EACH JOIST (2)8d FACE NAIL 4. WIDER THAN 1x6'SUBFLOOR TO EACH JOIST (3)8d FACE NAIL 5, 2'SUBFLOOR TO JOIST OR GIRDER (2)16d BLIND AND FACE NAL 8. SOLE PLATE TO JOIST OR BLOCKING 16d AT 1Wo.c. TYPICAL FACE NAIL SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL (3)Igd BRACED WALL PANELS PANEL 7. TOP PLATE TO STUD (2)16d END NAIL B. STUD TO SOLE PLATE TOENAIL \ _ (2)16d _END NAIL 9. DOUBLE STUDS 16d AT 24o.c FACE NAIL 10. DOUBLE TOP PLATES `78dAT16'o.c. TYPICAL FACE NAIL DOUBLE TOP PLATES , (8)16d LAP SPLICE 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE (3)8d TOENAIL PPR SQUARE TOO LLC. 12. RIM JOIST TO TOP PLATE 8d AT ro.c TOENAIL _- GO MACERICH 13. TOP PLATES,LAPS AND INTERSECTIONS -(2)16d FACE NAIL 401 WILSHIRE BLVD. 14. CONTINUOUS HEADER,TWO PIECES 16d AT 16b.c ALONG EDGE SUITE 700 15. CEILING JOISTS TO PLATE (3)8d TOENAIL SANTA MONICA,G.90401 16. CONTINUOUS HEADER TO STUD (4)8d TOENAIL PH: (310)394-6000 17. CEILING JOISTS,LAPS OVER PARTRIONS (3)16d FACE NAIL OWNER FX:(310)395-2791 18. CEILING JOISTS TO PARALLEL RAFTERS (3)168 FACE NAIL III S Rpm.54.4 19. RAFTER TO PLATE (3)8d TOENAIL rnglekirk IBARa 20. 1'DIAGONAL BRACE TO EACH STUD AND PLATE (2)8d FACE NAIL ,rlrrr.l„r,1.11rr IIA MOOT MOW 21. 1'z 8'SHEATHING TO EACH BEARING (3)8d FACE NAIL 323 733603 r 22. WIDER THAN 1'x 8'SHEATHING TO EACH BEARING (3)8d FACE NAIL ..."....,y.w,M cam 323.7338682 r 23. BUILT-UP CORNER STUDS 16d AT24o.c. RUC T&942 24. BUILT-UP GIRDER AND BEAMS 20d AT 32'o.c FACE NAIL AT TOP AND BOTTOM y,os N4`FSS, STAGGERED ON OPPOSITE SIDES ,Q�.7. FF4' Q T! '"E (2)20d FACE NAIL AT ENDS AND AT EACH SPLICE ,, ON 25. 2'FLANKS (2)16d _ AT EACH BEARING 26. COLLAR TIE TO RAFTER (3)10d FACE NAIL syl4 GNOOS 27. JACK RAFTER TO HIP (3)104 TOENAIL ((22168_ FACE NAIL CONSULTANT EXPIRES 0 613 012 015 28. ROOF RAFTER TO 2x RIDGE BEAM (2161 FOCNAIL (2)768 FACE NAIL 0 � N 29. JOIST TO BAND JOIST (3)16d FACE NAIL 0 0 30. LEDGER STRIP (3)16d FACE NAIL � ce p, I- 31. W000 STRUCTURAL PANELS AND PARTICLEBOARD b LLJ Z SUBFLOOR,ROOF AND WALL SHEATHING(TO FRAMING) W Q 0 177 AND LESS gd c,I < w 19/32 TO 3/4' 8dd OR 6d e < O'ce 7/8'701" 8dc D u1 O 1 118'TO 1 114' 10dd OR&3d /11 O SINGLE FLOOR(COMBINATION SUBFLOOR-UNDERLAYMENT L.D Q BOUNDARY NAILING 3140'AND 6c16 z = F- 718'TO 1' 8d° u') HUNGER TYPE PLYWOOD SHEATHING 1118'7011!4' ____I 1088 OR ado PER SCHEDULE-. PER PLAN 32 PANEL SIDING(TO FRAMING) 1/2'ORLESS Bdt Z § - --- . s • eat I vi 33. FBERBOARDSHEATHING 9 N (f) NO.11 GA.ROOFING NAIL <12' 6d COMMMON NAIL 2 NO.11 GA.ROOFING NAILh - Bd COMMON NAIL NOTICE OF EXTENDED PAYMENT PROVISIONS JOIST OR BEAM 34. INTERIOR PANELING THE CONTRACTOR WILL ALLOW THE OWNER TO PER PLAN 114' 4d1 MAKE PAYMENT WITHIN 30 DAYS AFTER THE WOOD JOIST . k DATE A BILLING OR ESTIMATE IS SUBMITTED. PER PLAN NOTICE OF ALTERNATE BILLING CYCLE BEAM THE REQUIRE CONTRACTOR E TO THE SUBMISSION OF BILUNGS PER PLAN -- ESTIMATES IN BILLING CYCLES OTHER THAN 30. DAY CYCLES.BILLINGS OR ESTIMATES FOR THE CONTRACT SHALL BE SUBMITTED AS FOLLOWS: ONE CALENDAR MONTH ENDING ON THE LAST DAY OF THE MONTH. HANGER SCHEDULE a. COMMON OR BOX NAILS ARE PERMUTED TO BE USED EXCEPT WHERE OTHERWISE STATED. • MEMBER HANGER TYPE REMARKS b. NAILS SPACED AT 6 INCHES ON CENTER AT EDGES,12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6 INCHES AT SUPPORTS WHERE SPAN ARE 48 INCHES OR MORE.FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, 2x SIMPSON'LUS'HANGER U.N.O.ON PLAN REFER TO CBC SECTION 2305.NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON,BOX OR CASING. (2)2x,(3)2x SIMPSON'HU212TP HANGER U.N.O.ON PLAN C. COMMON OR DEFORMED SHANK. REV DATE DESCRIPTION d. COMMON. 3x SIMPSON'HU'HANGER U.N.O.ON PLAN H. DEFORMED SHANK. TYPICAL 41,61 SIMPSON 11W HANGER U.N.O.ON PLAN 8. CORROSION-RESISTANT SIDING OR CASING NAIL. 3118 x GLB SIMPSON'GLT3'HANGER U.N.O.ON PLAN 9. FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE SUPPORTS,WHEN WOOD DETAILS USED AS STRUCTURAL SHEATHING.SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT 512 x GLB SIMPSON'HGLTS'HANGER U.N.O.ON PLAN INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS. SHEET TITLE I-JOIST SIMPSON'ITS'HANGER U.N.O.ON PLAN 11. CORROSION-RESISTANT ROOFING NAILS WITH 7116 INCH-DIAMETER HEAD AND 1 1/2 INCH LENGTH FOR 12 INCH SHEATHING AND 1 314 INCH LENGTH FOR 2 INCH SHEATHING. 13L070C 312 z L.SL,312 x LVL SIMPSON'HGLTV'HANGER UN.O.ON PLAN J. CASING OR FINISH NAILS SPACED JOB t ACED 6 INCHES ON PANEL EDGES,12 INCHES AT INTERMEDIATE SUPPORTS. 5 114 x PSL,7 x PSL SIMPSON"GLTN HANGER U.N.O.ON PLAN k. PANEL SUPPORTS AT 24 INCHES.CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES,12 INCHES AT INTERMEDIATE SUPPORTS. 01/13/2015 I. FOR ROOF SHEATHING APPLICATIONS,8d NAILS ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS. DATE TYPICAL S 1.01 JOIST HANGER SCHEDULE(AT WOOD BEAM)ED TYPICAL NAILING SCHEDULE PER CBC TABLE 2304.9.10 SHEET t TWG201 MOO 7W0601 • f 0 TYP. wQ,(...'U CD Q Q 4 __ 4 4 E Q CO_ 1 PI i , E � Q 80' 2. I I ma I 1 I f I 1 I - _ I — . 6o III I i—_---_—_-- I -� -- ----4- I--- j— ---1--_-----------E-: 1--- ---------_I—'—F—_— —1_ c—_—_ r' I I L I 'T L L IL-3_J L_I_J L.A�J 1 _ 1I 1 `_T_, T_ `-T- T -T-r I 1 1111• I I l I I I I I I I I I I I I - 1 I I l I -- 1 _ r-I--1 I ' I ! I t i; 1-- 4 ------1--- , T` -1- T ,, I! I I I I PPR SQUARE TOO LLC. t. I I I 1 I C/O MACERICH 401 WILSHIRE BLVD. _ ' SUITE 700 j I I I I I I, I I SANTA MONICA,CA.90401 PH: (310)394-6000 IOWNER fX:(310)395-2791 1 - I I I I p I I I I I I I I Engiekirk ',RH. �"" • , L - i I r_ -y unuM,MU MS L.l.MI.,'It" I.- , I_ I I 323 1334413 I 1 _—_ i 1 _. -- --------------- ®U / w�w.^W„n mm 373.133!697 I I I ! I I I I 5\ Es, i I I. I , ¢ �G,16PE 9 F I I I I 1 I I , dON _ I I I s&ABON GRADE� I I I I �;( 0c2 N I 1 I I I I CONSULTANT EXPPES 06(30)2016 I I I �. I I O 9 N N O °_ — I r , I I I I I I1r w Q o L �_1_ _ 1 I I I I I I I Q ° o w I I I I I I I I I O'o ?I I I I I I I , zz I I I I ! I I I I O L/, I I I I I i I I 0 � - -1 r-T--, - r-T-''1' I I k -_� z , I I I fit-----------------�,_ ---------------- , , I: B = -I-J -�-, I I I II 1 I I I I I I -- . ,_ 1 I 1 I 1 1 1 `^ , , I I , NOTICE OF EXTENDED PAYMENT PROVISIONS (E)CONCRETE SLAB ON GRADE- THE CONTRACTOR WILL ALLOW THE OWNER TO �� I \ I I I 1 I MAKE PAYMENT WITHIN 30 DAYS AFTER THE II I I I I I DATE A BILLING OR ESTIMATE IS SUBMITTED. I I I NOTICE OF ALTERNATE BILLING CYCLE r-�-� r-1-� r-1-1 --1-y THE CONTRACTOR WILL ALLOW THE OWNER TO r-I_, REQUIRE THE SUBMISSION OF BILLINGS OR I I I I I I I 1 I I ESTIMATES IN BILLING CYCLES OTHER THAN 30- ---_+_- --_—_-- _ r�------+r--------f } ----- ------��—}----------- —{_ --- DAY CYCLES.BILLINGS OR ESTIMATES FOR THE --4---- ---- - - /I ' - ----- I'' I I---------1I� I , . . I I I I I C\ A CONTRACT SHALL BE SUBMITTED AS FOLLOWS 'L 4 i_+ _r t_1_S \ ONE CALENDAR MONTH E N D I N G THE LAST ! tt z II -- - \ DAY OF THE MONTH. i i �/ / I I I I I I \ \� I h I I � I I 0 1 � j ,D REV DOTE DESCRIPTION T�1P I I I I I I BUILDING C I I I I FOUNDATION PLAN SHEET TITLE 13L070C JOB B REFERENCE 01/13/2015 NORTH a DATE S2.01 BUILDING C FOUNDATION PLAN llr=1.-0' SHEET# A R ti N CI Ill — ( (001 (EJw LE, �� ® Mill Y . '_-.._... —_-0- - __ . . '^.U;2�, (;)(EJG[B 3!' x l9 1/2 - (F,/Rv/O 2 IO 13 10 -._ 10 E EN'', 1111 5 a� - (EJs:IO (EJ4x/O (Ef1(rl0 Ef+47IJ1 w� o to F I lik■ • z >3 I I 4x14 DFr I I (EJc[e.s//B x l9//z — m0• Z _, 1 -====gy= n? - 5;; ` 7 o c _ �I n I Z� cl �I II 1 0 it o I I I i 4 i I I m K ..i .516 1 i I i i - I1 1 J � 2 -O 1 ---1 I I I 1 I 1 I I I I PPR SQUARE TOO LLC. I ry C/O MACERICH I I 1 r- I - --- 101 WILSHIRE BLVD. H 1771 I I Y I SUITE 700 L SANTA MONICA,CA.90401 I I PH: (411°0))391-5000 H I i ---1 I I I OWNER F%: 395-2791 I W L P7we Sher I � I I I I I IEnglekirk IM,44,H I. I ■0114141. aliq U10317 J I 1 I I I n m raven T i - �� H{ • • we...«Niraek.corn 3n 133Nn E I I .aPOCTOAI4 I _ g 1 ___ f I I I b5 I I -' I '7.0,4.12,1`P h II 6 16 I -INN UN°� I I 18f I CONSULTANT EXPIRES 09/30(2015 I I i I 0QC' i Oo�LD I I CONTRACTOR TO FIELD VERIFY TH CCU_R k v OF I w I THE EXISTING ROOF FRAMING SHOWN HERIN I 1 Q d T 16 PRIOR TO COMMENCING CONSTRUCTION.NOTIFY D 0 /EJC[B //B x 19 /2 I 1 I ARCH.(STRUCTURAL ENGINEER)FOR ANY I I tl Z I I i DISC ENCIES I DIATE.Y. i I II O II z Z I II I I I I I p =N r I - - - - -F -- Zn z § = vi- __ 1 I m I � 0-1 I 4 I I 14 I 4 e^ NOTICE OF EXTENDED PAYMENT PROVISIONS .t i ICI 1 (EJW/BxJB 1 I 6 `1 ) I I �`� THE CONTRACTOR WILL ALLOW THE OWNER TO I ,$f1 • . ! o MAKE PAYMENT WITHIN 30 DAYS AFTER THE I [ Z, I I L m �- � DATE A BILLING OR ESTIMATE IS SUBMITTED. I I `----�4 V e ��:� NOTICE OF ALTERNATE BILLING CYCLE \ I f V I 4 I I I h may, THE CONTRACTOR WILL ALLOW THE OWNER TO I REQUIRE THE SUBMISSION OF BILLINGS OR O..O (EJs B[K6 1 (-, I-'NI_-_ (4 BIYSJ re.,455r.nl.91/4 n rj n rL . O ESTIMATES IN BILLING CYCLES OTHER THAN 30- _ —_— i ,r (I,j DAY CYCLES BILLINGS OR ESTIMATES FOR THE I L J `� '7 1 I I CONTRACT SHALL BE SUBMITTED AS FOLLOWS: _ I �_� �JL__ I I ONE CALENDAR MONTH ENDING MONTH NTHELAST -i I i i DAY OF THE MONTH. � I EJW/t?7 - � } ( v,x I9//1 ffJ010 (�/,Irlo (Elul/11/i 1 �� 11�i (E1oYlo (E ao t `la I (C1iKrp I al I►� s . _ —_J' L__ --- -- -_ - —-I - �` -- REV DATE DESCRIPTION (EJ`"" V BUILDING C I I I I I 04.14 I FRAMING PLAN I I I I I I I I SHEET TITLE 13L070C JOB S REFERENCE 01/13/2015 I\^NORTH_ DATE D S2.02 BUILDING C ROOF FRAMING PLAN A 118'=1'-0' SHEETS • uli.n..f W ogo rn (2)2x TOP PLATE .¢1 U oa _ 0uiInr (2)2x TOP PLATE • ?. S 03 LO UI -_-4" N 1/2'PLYWOOD N SHEATHING w110d NAILS 6/6/12 ,'V VT PLYWOOD SHEATHING OM w/10d NAILS W8/12 2x BLOCKING(CONT. ■CONT.2x LEDGER ' Iii ' FASTENED TO(E)STUD wl(?t 18d 2x4Q1fi'D.c. 2x BLOCKING(CONY.) „. FASTENED TO i 2x4 VERT.w/(3)12D ICI I I 2x411 16'o.c.FASTENED TO 2x4 VERT.wl(3)12D I (E)PLYWOOD PPR SQUARE TOO LLC. • (6)BEAM / C/O MACERICH 401111 —// - 401 WILSHIRE BLVD. SUITE 700 r ■ (E)BEAM sy SANTA MONICA,CA.90401 (E)BEAM (2)16d 9 EACH -4s - PH: (3107 394-6000 I) BEAM PER PLAN (E)B / OWNER FX:(310)395-2791 (2)1641©EACH / / / E BEAM I / I y ��Ir9'•^•r'^” I) / / FRAMING rEnglekirk ' - ':' / / / BEYOND ulnnU In F /N.D 90117 / / SIMPSON 2x JST HGR 2x4Q16'D.F� / / 171 711µ73 T / / www.a,gYirkmm 113 731 8492 F tl2'PLYWOOD t�0T +x 'l w/10d NAILS 616!12 // , 1/2'PLYWOOD � 1 NE 9s� lb // w110dTNAILS 6/6/12 2e�_ \ 2x4Q16'o.c. / .� ti 12'PLYWOOD / // F, N/2.tid'c; SHEATHING f / / + N/# GHO w/10d NAILS 6/6/12 / / ik. / // CONSULTANT EVES.06/30/2015 l� I � O ° M illiii 1+Ill III l /• I I O1O' BEAM PER PLAN /1 1 LU Z / 1' //1 lLQO Q aae o d� a Zzu ONE I— a SECTION AT BLDG A O SECTION AT BLDG C O tnn tcs SCALE 1'=1'41' 3 SCALE 1'=1.-0' Q u'3 1 _ PER ARCH Al NOTICE OF EXTENDED PAYMENT PROVISIONS ✓ '1� THE CONTRACTOR WILL ALLOW THE OWNER TO �`_ MAKE PAYMENT WITHIN 30 DAYS AFTER THE V DATE A BILLING OR ESTIMATE IS SUBMITTED. 18d 0 12'o.c. NOTICE OF ALTERNATE BILLING CYCLE HD5 E N. THE CONTRACTOR WILL ALLOW THE OWNER TO JPLYWDDD REQUIRE THE SUBMISSION OF BILLINGS OR WE�. lI2'PLYWOOD ESTIMATES IN BILLING CYCLES OTHER THAN 30- 'Y SHEATHING DAY CYCLES.BILUNGS OR ESTIMATES FOR THE IIII w/1OdN I.SW l2— .- ,. SHEATHING CONTRACT SHALL BE SUBMITTED AS FOLLOWS: // w/I Od NAILS 6/6/12 ONE CALENDAR MONTH ENDING ON THE LAST E.N. AY OF THE MONTH. (E)STOREFRONT 214 16'O R .-----2x4 @ 16"ac. . PER PLAN - — PLAN VIEW A-A , -- - — - #5Q15"c.c.E.W. (E)CONC.SLAB CONCRETE FOOTING V2 18 ANCHOR BOLTS REV DATE DESCRIPTION ON GRADE -,� FINISH BY OTHERS- PER PLAN I A / A ®MPSON HD5 AT EACH STRUCTURAL `, CORNER OF PILASTER DETAILS 1 . / $ SILL PLATE 2x4(TREATED) SHEET Trn.E — 9 �i�\//j//j�, �1 • #SQ15'D.c.EACH WAY 13L070C S \��\� - BOTTOM JOB A It \��//\' z i v 01/13/2015 / \'• �� DATE //`//\\.\\////.//./ D. \%\%�., I • S3.01 (E)CONCRETE 10 - UNDISTURBED SOIL FOUNDATION M5 DOWELS x 1'-6 LONG Q 24'o.c. SET IN 3'DEEP DRILLED HOLE w/EPDXY SECTION AT BLDG C 1O SCALE 1'=P-0' I SHEET S