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0175 NORTH STREET
�MC I it r i.` y�. i h d �n EN'GtNEERSS�+ARCiiiT�CTB 4 , I � x � i r. PR 40 kU w t Town of Barnstable ----- Growth Management Department Jo Anne Miller Buntich, Director Staff Memorandum To: George Jessop, Chair, Hyannis Main Street Waterfront Historic District Commission From: Elizabeth Jenkins,AICF, Principal Planner Date: September 11, 2013 RE: McDonalds Revised Plans and Elevations McDonald's is proposing a complete facade renovation of their existing building at the corner of High School Road and North Street. They are proposing to eliminate the ubiquitous mansard-roof structure that has dominated McDonald's corporate architecture and transition to their new corporate standard: the"swish eyebrow"store. The renovation will also include small additions to all four corners of the building. At the last hearing, members expressed concerns over the appearance of the building, particularly the North Street facade. Members were particularly concerned about the undifferentiated facade and the appearance of a "blank wall"facing North Street. In response, McDonalds submitted revised elevations. The new High School Road facade includes six large display windows under a yellow aluminum canopy and a redesigned entrance covered by a silver aluminum canopy. The facade features two signature yellow"swish"elements: one large and arching across the front facade,the other small, set back, and elevated.The North Street facade features eight smaller windows;two added to the right of the entrance. Two windows are set within an entrance arcade differentiated with white cultured stone and featuring a second yellow aluminum canopy. The North Street fagade also features a continuous aluminum band and two silver canopies. The mass of the facade is broken up by a four foot base (wainscot) of earthen-colored cultured stone. Decorative gooseneck lighting is provided on the long elevations. The building is capped with a decorative cornice. Landscaping in the island facing High.School Road has been enhanced. In staffs assessment,the proposal responds well to the Commission's comments for a more active fa�ade,facing North Street. The addition of the four foot stone wainscot effectively breaks up the building's mass. The addition of two widows to the left of the entrance arcade and a second aluminum canopy provide visual interest. On the High School Road facade,the inclusion of two sets of three display windows, as opposed to five repeated windows, improves the appearance of the facade. On the drive-through side, staff finds the stone base,the aluminum band and the gooseneck lighting preferable to the"striped"design presented previously. Staff also recognizes that the cultured stone material is not traditional on Cape Cod, and may not be in keeping with the Historic Commission guidelines. The white stone arcades effectively add texture and, break up the mass of the building, but the material may not be appropriate for the Historic District. Substituting the white cultured stone with white clapboard would maintain the variation in color on the arcades, but may be more in keeping with the historic character of the area. In staff's opinion,the cultured stone base/wainscot is an attractive feature and could remain. The Board may also want to inquire about the yellow color of the canopies. The yellow canopies are L. Y G Y P Y P clearly a corporate branding feature, which is discouraged in the HHDC guidelines and in the Design and Infrastructure Plan. Regardless of the color, staff finds the canopies an attractive feature and encourages their inclusion. e P r t1 "r 4�9c3 rQ 7 rtCal 6L�to 3i E k r- t _ I kx s a !Siff v e C i c w.441 WNW* b s - ,. y f�l4?1?1 g�•�ntrAnv � ^i:R•.t � 4 Ax s f it _ 'n b , G f ,. I - ,. -- _ •.' _ ..., : _ '!` w- � •,......i __.�daeC�'w .,.are_ R0:1 A p RV SEP 18 2013 Town of Barnstable Old King's Highway Committee Town of Barnstable Hyannis Gain Street Waterfront Historic District Com�i6'6%";' I P�' 1: �i Appftaflon Certificate ® ,Appropriateness Application is hereby made for the issuance of a Certificate of Appropriateness under M.G.L.Chapter 401C,The Historic Districts Act for proposed work as described below and on plans,drawings or photographs accompanying this application for: Assessor's Ma No. 308 075 P Parcel No. /� � R Address of Proposed Work 115 North Street A P V FD McDonalds Corp. < A. f9 E $ 3 Applicant Name. c/o Ayoub Engineering, Inc. Applicant Mailing Address 414 Benefit street Town/State/Zip _Pawtucket, RI ;W H' hway Applicant Phone Number 401-728-5533 ommittee Applicant E-Mail amical0ayoubengineering,com Property Owner Name William Street Corp. Owner Mailing Address 100 N. Front Street Town/State/Zip New Bedford, MA Owner Phone Agent or Contractor NaMe Alan J. Micale, P.E... Ayoub Engineering, Inc. Agent for McDonald's Agent or Contractor Address 414 Benefit-,St. Town/State/Zip Pawtucket, RI 02861 Agent or Contractor Phone 401-728-5533 Agent or Contractor E-Mail amicale@ayoubengineering.com PROPOSED WORK Please check all categories that apply: Building Type: Q Commercial ❑ Residential ❑Accessory ❑ Other Work Proposed: 1. Building Construction: ❑ New Building 0 Addition Alteration 2. Exterior Alteration: Windows x❑ Doors x❑ Siding Q Roof [] Other 3. Exterior Painting: nX 4. Signs: [3 New sign ❑ Alteration to existing sign 5. Accessory Improvement: [N Fence :Parking Lot ❑ Outdoor Dining EN Awning/Canopy 6. Other: Page 1 of 3 III I vannis Main Street Waterfront Historic District Commission DETAILED DESCRIPTION OF PROPOSED WORD Provide detailed specifications of the proposal, Include a detailed description of changes to existing conditions, if applicable. Describe proposed materials#o be used,desired colors, manufacturer's specifications,etc. In the case of signs,give locations of existing signs and proposed locations of new signs. Attach an additional sheet,if necessary: Work to be done includes minor addition to the dining room and upgrades to such, addition to back of house, image upgrade to exterior building .facade, signage modification .and a side-by-side dual ordering menu board..system. : The new exterior building facade will be composed of .hardie plank lap 'siding, 'three colors to be used. Proposed for the arcades and drive-thru hearth is hardie .plank siding, pre-finished in Artic white. The remainder of the building will receive the hardie plank siding pre-finished Timber bark and Monterey Taupe. Trim will be by hardie and painted (Snow white BM 2122-10). The building parapet will be topped with .a Fypon cornice BM (MLD-644-16) and also painted Giver gorge gray 1537 ). There are currently seven existing signs on site/building, see attached plan (SG-1) for sizes and locations.,. See SG-2 for proposes new signage and locations. Signed ApP scan -Agen Date June 20, 2013 Page 3 of 3 d EAIS'T--I ,NG P �HO,TOG * RAPHS asp " m p F72Al a i R,� �' -.AA• � � ..5 'Lf xa, .ti �. I .µ ap �+ •y i a, °' �r ��..-, a 'sae:: � � 'R k,,�x- o;�.x^ yaT y"•i �� I ,� R�� t 4+ctS +� j"�..,�". a„� ^rv�y �w•aF`c "�'"' liar. -FI:. _ � � { '°`� - a taa� >i s a, '� .� �;k '�* Lt b ,�'� �,2 "v w?�; `4,f�� a,r a:,,, � q a. ••-. ra'" +,a � '� '•z rt - � 1 '� '' � �atr,,� & ay,�. as 3r a�Y .��`"'r �x�_; y� �,s ��# ,y -�'�§� •� ,��k a ww.� y yt ' y g�. ° +F ^"R �" .�.> 7" �.c. `� a.°�- u a � -' � °v y.• scFa,z � ,', K .4 k�"`w�. ;�, r 5 � .-� - ...�, ,.�� °% '.'�' �� 'a'' _ ,gay 3 ary�X .� «_ rz •v ...�. qy > ^#�,° jai-.i �' fr r ". :^`v "� fi .'u`" ��y '•' '+a�` g+a'4� .' k�' '� � o 4 3 0 . 0 Lmij 2 RAP �H LEGEN .. .... ..... ZZ, I••• I nn I •• I •.. .. .. . . . 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Failure to remove teather flag 100.00 100.00 0.00 I Anderson Robin TL� f,�) '0� S From: Shea, Sally h Sent: Tuesday, August 08, 2017 9:53 AM To: Town Main Mailbox Cc: Anderson, Robin Subject:* RE: McDonald's on North St. mailing address Thanks:Dan,I think this goes to Robin. I will make sure she gets it. Sally Shea Town of Barnstable Assistant Zoning Admin/Lead Permit Tech. 508-862-4031 From:,Town Main Mailbox Sent: Monday, August 07, 2017 8:41 PM To: Shea, Sally , Subject: FW: McDonald's on North St. mailing address Ot ��{'.U or( ,n = wr,-. This came into the generic email address for the Town. an,. From: Meghan McBee [mailto:meghanmcbeeCa)gmail.com] Sent: Monday, August 7, 2017 1:50 PM 4�ujgVni'-�Mlairl Mailbox;;;. SubjectMcDonald's on North St. mailing address Salk, He °a 0j:-j l�ustsv pted to make sure the town had the corre t mailing address for the McDonald's located at 175 North St. A wdrnirig notice'from-the building depart ent was sent to the incorrect address last month. It was sent to: 1V cI 'pnald's Corporation instead of the F anchisee, Mark McBee. The-correct-mailmg address-is::� �Mc$,ee Enterprises -� � 50 Oliver St Ste W 1B - N7EEa�sto AMA 02356 ...,.: 1K, Thank you! 7 kid i ."AO A 1�1eBee 1�10$ `'1✓nte n ,�McOonald's ti4_. by_w -.. ... .:... .. ... . .. .. _._. .:.... ..... .. ... _ ... .. ...._. .. _......- TOWN OF BARNSTABLE BAR-Wr Ordinance or Regulation WARNING NOTICE ' Name of Offender/Manager ; f){ ,+' , ( ._ ?t};t�) r t fi- .t'� Z/ V Address of Offender 11� 1. : t� MV/MB Reg.# cl Village/State/Zip f �Lt )0(1 � A Business Name i'1�C o'n" � �� � _ "`� �--...�.� am'/pm, on-7- 1 D.,,, 20 L7 Y. Business Address ,16Y J l� Signature of Ent orcing Office`" Village/State/Zip 4LA (k nn _ U A I Location of Offense 7 �'�[ •")! At- -i'" /�3 , � `� a'. � �id t Enforc%ng Dept/Division Offense' (A ?" (, # 1 . - ti Facts: rA ct- {_ t ir. .1o,fit,( tr171 � ft k�r EEC� . t `�• ..�t. •� , ' -� (`n.r a i # "'" _ L This will 'serve only as a warning. At tlisjtime `no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. TOWN OF BARNSTABLE BAR-W ,5127 Ordinance or Regulation WARNING NOTICE Name of Of f ender/Manager .. /��4'l! P�'t'# !'1 . ./ Address of Offender bqo � MV/MB Reg.# Village/State/Zip f z( cS-6)60A , (Y)A- 0,166(_ O Business Name �( � ( .� ,� am pm, on = 20 _L7 Business Address .WqAb y_�h Signa`ture of Enforcing Officer" "" Village/State/Zip 4UArNA1 n r Location of Offense v N-iAll SF 44 Idr�r'� t. `j r f t I `" Enforc!g Dept/Division O f f ens Nm 'ip r/� e; Yr 0' a t� t,+ ) A �k it� i r_ /I A Facts � 1 t i'' lu Au_ \ (t .r l 111A/At/%- M R40-__17A I� 414' A nt-A I U 11) 1 A 1 V4 1 41'p A) 44tt This will serve only ds a warning. At thisAtime "no legal action ha`s been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD)REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. a } n t ♦ P .r� I ' � "Ft�'L'+5��ik T> '}fit +P crp 00 UL Al 3 Sk r pE � �i S 41 4 ti �" :e`....w tip•. �. : .fir k�t•� �Q I a° r� h r Mj�E OF OFFENDER + TOWN OF- ADDRESS OF OFFENDER r,,,,, " C f h S ,�....-+ BARNSTABLE CITY,STATE,ZIP CODE tZ IT �-� _r�n r ITS--- 0 dr T-iqW MV/MB REGISTRATION NUMBER HAH\\TABIX ;6 of a LU TIME AND DATE OF VIOLATION �y OC NEIFN ION Z NOTICE OF " (A.M. P. .)ON � -• 19,20 - O 4P ST �- 4 W - GN`y UR OF ENFORCI GIPERS EN LING DEPT BADGE NO. W VIOLATION r r^ram I�, Cn 0 I � OF TOWN I F FRY ACKNOWLEDGE RECEIPT OF CITATION X "`^-- 1U CL ORDINANCE Unable to obtai signs ure o� ffender. } THE NONCRIMINAL FINE FOR THIS OFFENSE IS S ' Date mailed cw OR YOU HAVE THE FOLLO NG ALT RNATIVES WITH REGARD TO DISPOSITION OF THIS MATTER.EITHER OPTION(1)OR OPTION J(2)WILL OPERATE.AS A FINAL a DISPOSITION WITH NO ESULTING CRIMINAL RECORD. u.I REGULATION Q (1)You may elect to pay the above fine,either by appearing In person between 8:30 A.M.and 4:00 P.M.,Monday through Friday,legal holidays excepted, to before:The Barnstable Clerk,200 Main Street,Hyannis,MA 02601,or by mailing a check,money order or postal note to Barnstable Clerk,P.O.Box 2430, Hyannis,MA 02601,,,W THIN TWENTY-ONE(21)DAYS OF THE DATE OF THIS NOTICE. a (2)If you desire to contest this matter in a noncriminal proceeding,you may do so by making written request to DISTRICT COURT DEPARTMENT,FIRST BARNSTABLE DIVISION,COURT COMPOUND,MAIN STREET BARNSTABLE,MA 02630,Attn:21 D Noncriminal Hearings and enclose a copy of this citation for a hearing. (3)If you fail to pay the above offense or to request a hearing within 21 days,or if you fail to appear for the hearing or to pay any fine determined at the hearing to be due,criminal complaint may be issued against you. ❑ I HEREBY ELECT the first option above,confess to the offense charged,and enclose payment in the amount of$ Signature 4s, r NAME OF OFFENDER ` , _ 7)6 BA R 79930 TO ADDRESS OF OFFENDER I BARNSTABLE CITY,STATE,ZIP CODE q OQ ; �N"E> ' MV/MB REGISTRATION NUMBER f NAP\1TAei.E. D 1 ,b'' J 1' Crd W 11A55. Ion J CD FD MID ` R Y a J tr e r- k LU- E AND OATS OF VIOLATION CA ION W G NOTICE OF (A.M. P. )ON ,20 IS al GN UR OF ENFORCI E EN G DEP BADGE NO. L11+ VIOLATION 'n OF TOWN �IYEBY ACKNOWLEDGE RECEIPT OF CITATION X a a ORDINANCE Unable to o igna u e of ffender. THE NONCRIMINAL FINE FOR THIS OFFENSE IS i Date mailed 2 / w OR YOU HAVE THE FOLLO NG ALT RNATIVES WITH REGARD TO DISPOSITION OF THIS MATTER.EITHER OPTION(1)OR OPTION(2)WILL OPERATE AS A FINAL d I DISPOSITION WITH NO ESULTING CRIMINAL RECORD. Lu I.. REGULATION (1)You may elect to pay the above fine,either by appearing in person between 8:30 A.M.and 4:00 P.M.,Monday through Friday,legal holidays excepted, w before:The Barnstable Clerk,200 Main Street,Hyannis,MA 02601,or by mailing a check,money order or postal note to Barnstable Clerk,P.O.Box 2430, J Hyannis,MA 02601,WITHIN TWENTY-ONE(21)DAYS OF THE DATE OF THIS NOTICE. I' �p (2)if you desire to contest this matter in a noncr urinal proceeding,yyou nay do so by making written request to DISTRICT COURT DEPARTMENT FIRST BARNSTABLE DIVISION,COURT COMPOUND,MAIN STREET,BARNSTABLE,MA 02630,Attn:21D Noncriminal Hearings and enclose a copy of this it citation for a hearing. r (3)If you fail to pay the above offense or to request a hearing within 21 days,or if you fail to appear for the hearing or to pay any fine determined at the hearing to be due,criminal complaint may be issued against you. ❑ I HEREBY ELECT the first option above,confess to the offense charged,and enclose payment in the amount of$ L Signature I 0) 1 Qn � i � 17, c + j Afi on, el New Application License Penod j ha . U stable ❑Renewal --- j ✓ �at*uusrna�.s, + ❑Transfer. 1o/21/is NOV 0�-� r - A, . ICATION LL_ s Amend `.;LI sie— duct business in the Town of Barnstable in accordance with the Statues of the The undersigned hereby applies:�riFra Commonwealth of Masser se s and subject to the Ordinances of the License Authorities. NO BUSINESS MAY OPERATE WITHOUT A VALID LICENSE ON THE PREMISES Name of Applicant/Corporation: JMcBee Enterprises Business phone# 508-230-2190 Address of Applicant/Corporation: so Oliver St.suite W-113 N.Easton,MA Cell Phone# 508-400-8060 Email Address:imcbeejanise@verizon.net Federal ID # k475 last 4 digits only. D/B/AdMcDonald's Map/Parcel # 308/075 Business Address:1175 North St. Village Business Mailing Address: 50 Oliver St.Suite W-1B N.Easton,MA 02356 Property Owner JMcBee Enterprises Name of Manager: Karina Jimenez Length of Lease License Type:lCommon Victualler Manager's Email Hours of Operation: 5am-1 am Annual Seasonal Entertainment: Yes❑ No Fv__1 TV's and Recorded Music is considered Non-Live Entertainment and rennirec a licence If yes, the Entertainment License Application Form is required. NOTICE:Any misstatement in this application or violation of the applicable town ordinances, bylaws or regulations shall be considered sufficient cause for refusal,suspension,or revocation of any and all licenses. I warrant the truth of the forgoing statement under the penalty of perjury. Signature of applicant: For Town use only Tax Collector Town Clerk Grease Trap Approval USE PERMITTED WITHIN THIS ZONE? YES❑ NO ❑ R.E.Tax Paid Business Cert Filed Yes❑No❑ Yes ❑No ElYes[]No❑ Initials❑Date❑ Special Permit Granted YES❑ NOR If yes,include with application G. Mgmt Approval Police Dept Approval Cons Com Approval Approved Floor Plan on File YES❑ NO ❑ Yes❑No❑ Yes❑No❑ Yes❑ No❑ Occupancy Initials❑Date❑ Initials❑ Date❑ Initials❑Date❑ Number of Units or Rooms Building Approval Health Approval Fire District Approval Seating Capacity Yes❑ No ElYes❑No ❑ Yes❑No❑ Initial s❑ Date El Initials❑ Date❑ Initials❑Date❑ NUMBER FEE 080 THE COMMONWEALTH OF MASSACHUSETTS $100.00 TOWN OF BARNSTABLE . McBee Enterprises, LLC d/b/a, McIDONALD'S Thisis to Certify that.................................................................................................................................................................................... 175 North St. & High School Rd. , Hyannis , MA ........................................................................................................................................................................................................................ IS HEREBY GRANTED.A COMMON VICTUALLER'S LICENSE Hyannis , MA at that place only and expires insaid............................................... .......................... ...................................... .........and December 31, 2017 unless'sooner suspended Jor-revoked.for violation of the laws of the Commonwealth respecting the licensing of common victuallers. This license is issued in conformity with the authority granted to the licensing authorities by General Laws,Chapter 140,and amendments thereto. HOURS: 5 am to I am RESTRICTIONS: 46 Interior seats inclusive of 3 handicap,.no exterior seats In Testimony Whereof,the undersigned have hereunto.affixed their official signatures. NOTVALID . .................... ... . ... m..................... unless issued in conjunction with a .................... I........... .. .............................. Licensing Food Service Permit Authorities ......................... .. ........ .........Q&.................... ....................... . ... ... ... V.........IMF..... Issue Date: January I. 2017 THIS LICENSE MUST BE POSTED IN A CONSPICUOUS PLACE UPON THE PREMISES. TOWN OF BARNSTABLE BAR-W Q 3212 Ordinance or Regulation WARNING NOTICE Name of Offender/Manager b(ntt � �,� Address of Offender In' q6 Crrhy-) MV/MB Reg.# Village/State/Zip 01 02,0 10 Business Name �� t.�/(ll1� � �. � "...�"� am/pm; on 20 Business Address Ills V)01* 41 (,-I/ .�..w.�- ,.� Signature .of Enforcing Officer Village/State/Zip 4WAnr)K Location of Offense l I ,_ (}CA �r1 `Si Enforcing Dept/Division O f f e n s e�,;� Facts ` -VA P 1_. l t ' , o yle �` `�t .� s This will serve only as a warning: At this time no legal actifon has been taken. It is the goal of Town agencies to Vachieve voluntary compliance of Town . Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. TOWN OF BARNSTABLE BAR-w 1 3212 ; - Ordinance or Regulation WARNING NOTICE I i Name of Offender/Manager MC—D a C s Address of Offender- bqb Cjtphn '7'/ MV/MB Reg.# Village/State/Zip p m(+ Business Name am/ m, on 20 Business Address 0 f-41h i na ure .o rcing Officer Village/State/Zip Location of Offense..- � �1"/ rr nforcin De..I/Division O.ffensv� Facts � 1 c This will sel7ve only as a warning. At t s t' e no legal act' o has been taken. It is the goal of Town agencies to achieve voluntary c mpliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. ..«r. .-....:.e.---�. -.,.-,.... .-..s h._ft...••w ,�•.^t.ti.-.....r.r.,:�ti..ii'-..-*',•.+.nr-..�.e..nor+.,-.r+.-.r•L..^^..'.^`.-.. _.^+a^'+.-.y'^^'•.L.r`..•+.... r.a'^..-.-. .._�.-- .. .... —�... ... -. TOWN OF BARNSTABLE BAR-W 0 8 1 Ordinance or Regulation WARNING NOTICE r Name of Offender/Manager ( , p ,i t o � � Address of Offender )z ,t/I f � ''\fp My/MB Reg.# Village/State/Zip A )- _ fit f1 )")A :a Business Name i,1(0 �1 ._t` f am/� ti on 20 � tt ` _ Business Address ii1 t Sk4natu=e'-of;,Enforcing Officer�� Village/State/Zip 4,6 nrN I /j 0, ,(.,-) Location of Offense "11 �1 j, Enforcing D /Division Offenset .Ihib 1��/ t/ 0-. , f ;f J�r" Facts , '(,71 C" This will serve only as a warning. At this time no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. - wy M 9 . - ,<4 11 . a .r e e - x y • t r J 1 { "'a .f: `•`¢ fit'. Ty�"y�am!�;^ .. � y�� -m. ..��� > '��y���y,,, I _ 11•' 1 1 k ,� Y° �.� �``�. I � � � � ����, -: sue lv�-}-Z .,f., :. '�` ,kD�7�i' �"�. '' �F' i _ �''�`•l,.r,� <cam.. �:: yr i .,.,r -.:_t:3 r-77 i�'so�.'af�'�2'- 4 -1sy,�, T.Tf.T �•�-.a r wDlSRNiV�s�u-rdt_ztx ans,�: t\7L`r1 FOF', - o,.AB. E .-.a .�-c'. -} s..,•�aL7it �9 t ri/ ` -i ' _ � ` . t � �r j, :Ordinance or Regulation Ni :WARNING NOT IC E', ' Name of offender/Managez a . r� Address. of Offender .43 .` MV g.# ` •: e/Zip Village/Stat ' 's i"#,[�t3fa . .. ��� - tri Bus iness Name. 1 �t1(.i s am/pm; on 20 r. Business Address { - _rkifi! ''3' - �. k ^; a-t s�., "�..,.,.- ,F Sinature� of"`En g, -6rcing Officer" Village/State/Zip kc,( s Location of Offense 1,15 !,kjorl � 1 r 1 ;'14"1 191 - Eff ore` rig De t/Division Offense__ - r< I Facts 0, J ?r- 1 tfi. 4'• . .1 .�,.5 t'�" 1 This will. serve only as 'a warning:'-At tl ' s time no 'Legal, acton has been taken:. It.. is, .-the, goal of Town . agencies to achieve voluntary cb'mpliance of Town s Ordinances, Rules_ and Regulation Education •efforts - and warning notices are attempts to =gain voluntary compliance;. "Subsequent violations will result in . . appropriate. .legal .action,.by .the Town. WHITE OFFENDE9� CANARY ORD/REG PROG PINK ENFORCWG}OFFICER GOLD ENFORCING DEPT y _ FA6 6. Alti 0 S N VOW VBAR W_ JF 4t�- "&il !R� t. . 0 dm ej dhdr r eg:ul A ,%TAIWMNG ni . r Ar 7�_ -Arvlr C Name; 6f ,Offender/Manager 9 'Address �of -0.i.f ender IVI') MV Re 00-'r Vil,lage .$tt zip, a .6 . Business .-Name m on 2011 - Business Address Air Ed fldi-dEri_4 Officer t d i?a AAJ A- Ve) Villige-/State/Zip 44r"'z Location..of Offense Enforcing 7 _.Dept/,DiiisionF Of fens eil-\ i41 ha -)no C 0 Facts V, eliklk Ik n le eemt : as:,-a warn4_ng,_�.r ak This will-WeEv-,6 :�on]�r' :action been It ; is the. 6 1 of' 'TC, iwti . 44efi�:ieim�""': i6hi-e�`6� voluntary- -. compl, j-a'nce of . Town g a s o warming- notices are Ordinances,- ,Rules, .:'and .1 'q�Aati� -warning f u`A t--a'r-'y, compliance 'tlu iorati- ns ,:.wJ:1l , result in atte t --'to- vol eAtv! v o MP ..gain ppr- opriatp- 144al act on by"' -the, "IRN k VO PW WHITE 'OFFENDERS CANARY ORD'/REG INM) XgNMRCINGiDEPT ,. , ^+ t5'�, r fR,al�><..° r9 ri' GS.J " 1 'n,'y�l� E,.k s x, �•� .1St.,•• 1'S ��, rJ y'.ai ray�v �' •9F� � .r qt r :M( � p. �,�Lr �� S� 71 ! i �.!' V a. L :•a rti o J, ''/?.a-d"a� iO� -r, ry.,a ti:, {{h/, f n'' tf"`!� Jfi��✓jj'$ ' i, 1. t ryG a t ,rn 4l Ib rJQd►"/yg �ai �Y '.i";�. .6 C, yr._+3Q71 1 rl r pir ! �f• i�3 J 1 Y�z �" '�� .'� 1� �Er' r.9.� !P.,rA 9r r° r' t �. � 1 `•(t;:.a.a3�, H��n P'� I'JR rr i�y4�GI t -`` fi'n t,lntry5�-i�fM1. V �y � ,rv} ! GI; ,{ � I t •P.�. AT,a�� 1A;. Jyy+ !F ' tr 1 '� �.} � 1 bl ,1 -i r t �� •y .'.: Q � I:drt S y c+,` tQ j� t 7 5 '� d@ � i dt I �. :L' rc-'ra f1 z �u:' r r� a �'• f.. x b �tir jl ;. ' ., Zrt.. t'A 7 1, J• � ! .g r" by !��n r� 1(y "ry ♦i r ! '^^+s t � � wn 1 2 a erg Y �i�`��Pn�S��''J�l �t,`e tr� � !" r �_ 's 'S �aa.�.At"rtlf�.�a.�.d't r _ y�4F"L 1 �N'� .-J fr �Q-`�- a��''• 4 .�, 1 °" q r ,r ',c 1 i' ",r z"S aR' t a:� ^ a G t t r y l.:r t l .�l°'{{,f,'il li 11 �t ,�P� g, r ,� �.. � 5..�` ^ti- '1.! '§:r 'rP '� - .a t r) ^�'`�1Y r °.� t� i-0 �y r r t r:•� Br llrl'; t r�^id ,7� ti .' J.� tr L - r x 1 SU,.'9,. e,r,.: a:, y� 1• ! ��y� A 't• h >F tv�: Y4 r °t. t r "' I:r 1,.� 1(`��l�y (��'� ®MJ_:)4.��'����1 o ' ..L� .,�•kd� ("yr�� 1�k7 ti �• ts)T..L.a>< � y �. ��c,,.:: .t. a.`n t- r�`�✓PiF�a„ ,,���..Fa ':Sf+��q„'G vE.+4r �.i�:� °' �,r ..h ,i*"'� a C.13�Y�}.��e �� �-�JJ.rQ '��.a rs r t, d r 1 ':. r "7t�.'�+tv 4 N+,{a S u sr`.3, r ,+ - t r'•`�A. e ':'•, � r! ° 1`F !f M.�. it °�''b -r, a r f - I, r r1� 'tR � ••��a ,.4FG f +evn Zl { y�^1 1 ,ter 1�!ey'� r, � Jf: � ,°I d �m r ��� xr r i.�, `'. r�h s' § ti , r`' �'P�.�d! �' r s .(.. � !!`!k� i ,:prf h• `'R� a ",�'': ti ayf 1 1! i 0 L S� a gtey'}rr.,pJo rfj.� Iti Sb v d 9 9r e. v 1. -J� .:.` A �• - F�'"�.{t'�,, + �� m� kr, r -ti,xx.• , } �,r_,1. �vl ^�., v.`:Pt1�.�ZT@�+., AV M �sf ,o g �? o, t tcoj�p� 47�'` '.,�•! 1 •d7'"w'� ;� h[� .°.'fy�' p,y( 0 • r F E tC� �� D� �� 1 COMMONWEALTH OF MASSACHUSETTS TOWN,OF BARNSTABLE APPLICATION FOR CERTIFICATE OF INSPECTION Dat ( X) Fee Required$ 50.00 ( ) No Fee Required In accordance with the provisions of the Massachusetts State Building Code,Section 106.5, I hereby apply for a Certificate of Inspection for the below-named premises located at the following address: Street and Number: L Q-j Name of Premises: Purpose for which premises is used: �QS 'Yi ��=� '• License(s)or Permit(s) required for the premises by other governmental agencies: License or Permit A enc • Certificate to be Issued to: ! �,���� • Address: D l b L> _r _W-m P1 )m k /'V Telephone: Owner of Record of Building: r✓IDL��- ( V`14l"1.5 —�Address: � Q OD 11YL Q _ L �- ,,gyp .}- Name of Present Holder of Certificate: ltil.�d _P I of ll - Name of Agent, if any: . &A-442 -- SIGNATURE OF PERSON TO WHOM CERTIFICATE IS ISSUED OR AUTHORIZED AGENT PLEASE PRINT NAME INSTRUCTIONS: 1)Make check payable to: TOWN OF BARNSTABLE 2)Return this application with your check to: BUILDING COMMISSIONER,200 MAIN STREET, HYANNIS,MA 02601 PLEASE NOTE: 1)Application form with accompanying fee must be submitted for each building or structure or part thereof to be certified. 2)Application and fee must be received before the certificate will be issued. 3)The building official shall be notified within ten (10) days of any change in the above information. FOR OFFICE USE ONLY: as CERTIFICATE# L_ EXPIRATION DATE: !iL a� �S i fin✓ b ��.... � � � .'�{' ; �wx �.' a 'W '�"`M ak r ir< ro� { r46 r �y r t� •''..��.:. � ,'? � �' „fir: �`"� t.�v�-' P IV It jpr 92. At a Vic. �4 '� ,* ` � •* `� ." �.m � �B" 5 _ x � � -, .� .;n �, �, � � ..��.,y "• ���' tee, �� 't�} � ��. i �� �_ i P` T . t e w CS e. iF t. 4a f F A ll . ' f Y r _ IrAdysc VA x n . .2S s. �.. � .. =w •� �'�`i. IF�•.L�..r* � '.. •. way�' _ s � m '�": . i .9 { a � ryr 4 a ` . 1. px.� E 4"� ""a b � •" { -+4r.� � '���^; � �,�: of�'� �*_ �!, i• e r e 1 R = # k n °k i ,i S t 7Y i t. x � x _ ,y n , a a , r _ I — , a „ a , a a y rx K 6 i r ace . + I d �II it �I a OFF + A 4 � i J { fi i } r'NO a`} NOVA �: t 1'1 SOvt Jr 1 woo a '�IVY�� i�iiMiw wupwfimiw P� i�u"Nft vI,l rt'� d gv '.'':' ' s ps Will 0A - s " - g xi: F r c. aQf .. -1 0 are I ST � r aR phi v' '4 c m ` � \ Mom a rl� �i.. ;. - Irv" rt \ °.:t ��� �" `� • �\',. any .�� �.. a °^' �„ „.�s° .1 "a'�',�3':*� �'� �*. "�.<. i4�^`�"�,..^ � � �.� � x _ g:•,�. ",��i wit � -`" p �a f ^ _e y �r s _ < 17 a s , i"r < ova a� .......... N n� 2Ri�� mmi ui mlmfirt i ill��w i� m@'d�p i g i 6 i0 m11WWr0 ,fie rmi I.OeIP ry�"�4'u�imW� oon p0.wl Ouuury�ol�ru� rn i 'p� �y _ i i I � atl qk�r r r t Ar .. r «TAll 4 At m a� ant f 4. 44gc Nj .bps=t r *�#va H " k:a. 3 x t ���<' m Fi 3 S,�'i?'. 6';'"s, �`u4 •_ � " f � ��� ' w,"� ,4.. fiy '` t;�t` .p"`° z „' r `. ' ree i a F :u � m r v w 77 Ar r _ 00 x e 7" 7, "1 * . •, . -re, Asa ,. - «,. _-: - „_ ' � ,� a a m ,u.'y F"'T $y 3x Y 'F: "`f^+ m,• e ,� r-O OFF .,a s • ^_,��. ,,_ "zr � , _.,�,^'«C' � r� s i .,�� �� n,�.*, �.� -s. cam. rr st Ir .a 7_ m k b r K. s. . e v ' w; a + + �1 a + 7 lii .. An a _ _ a u 4v i*^. A7 nmun a � mm -^aw,wlakmsm umsrimv,y a un splxy. naTpyi i �1'., €IV r'va x,n m• Mt III rr � e - _ i , sb �n a AYOUB ENGINEERING ,. INC . ENGINEERING AND ARCHITECTURAL CONSULTANTS WWW.AYOUBENGINEERING.COM CORPORATE OFFICE: NEW HAMPSHIRE OFFICE: 414 BENEFIT STREET P.O. BOX 514 PAWTUCKET,RHODE ISLAND 02861 EXETER,NEW HAMPSHIRE 03833 401-728-5533/FAX 401-724-1110 603-765-1001 May 8, 2015 -Mr. Patrick Franey Building Inspector. Barnstable Building Division 200 Main Street Hyannis, MA 02601 RE: McDonald's Restaurant 6r175%6rth'Street� AEI Project No.:4313.211 Dear Mr. Franey: In accordance with the Massachusetts State Building Code,our office has performed site visits on a regular and periodic basis to determine that,generally,the building work has proceeded in accordance with the permit plans. Please accept this letter as our final report for the above referenced location as to the satisfactory completion and readiness of the building structure. To the best of our knowledge,the building structure was constructed in compliance with the approved plans,as observed during our construction site visits. Feel free to contact this office if you should have any questions or require additional information..Thank you for your assistance regarding this project. Sincerely, E MAN .�� Pam ven M. Pedro, LEE AP .� 5 CAWSWN oject Manager/Architect ice► i Cc: M. Dixon, Dixon, Inc. R. Murray, McD Corp. N REGISTERED: MASSACHUSETTS RHODE ISLAND CONNECTICUT NEW HAMPSHIRE NEW YORK MAINE VERMONT NEW JERSEY PENNSYLVANIA •� �l,a;r♦Rr� F TMVI; f" BARNISTAB E r;� AYOUB ENG°1NEERING;, 1NC ENGINEERING.AND ARCHITECTURAL'CONSUL-TAN.T,S. WWW AYo;UBENGINEERING(COM CORPORATE OFFICE: NEW.HAMPSHI;RE OFFIGEi 414 BENEFIT STREET P 0 60X 514 PAWTUCKET,R'HODE ISLAND 028'61 EXETER,.NEW HAM PSHIRE 03833= 401-728=5533ZFAX 40.1.-724,11i0 803-765-1`001 April 29,2015 Mr.,Patrick Franey Building'Inspector Barn'st able,Building Division 200`Main'Street Hyannis, MA 02601 RE 1vlcQonald's.'R"estauait Remodel. 175 North Street AEI Project No 4313.211 Dear Me,Franey This office has reviewed the questionof.whether.,the exist'in,g°asphalt shinglesahoLild be removed on the mansard-roof area. Research of the building cod6..did not provide a clear>indication the; .existing asphalt shingles that will be enclosed',n the new parapet wall construction.had to,be,removed. It is.this,office'sopi`n ion the'asphalt shingles do not have a greater'flame spread rat g'than the, existing plywood'sheat hip g°.and haye;a greater fire:resistance than the plywood sheathing:that would tie exposed:. Draft'stoppi'g has been installed at 20'maximum spacing:along the parapet„walls. This`office has been involved in numerous_Mcoonald's building.remodels and has.hever been requested/required to remove the existing asphaltshingles-.contained in the parapet:;construction. 1Ne believe removal of the asphalt shingles.after the parapet-.walls have been constructed.pose a safety.hazard(confine to.-Workmen at this tune:: i Please:feel free to:contact this°:office if'you.:should have an' y.:quest ans;or require additional' information. 'Thank.you'for your'assistance.d,uring the construction process. Sincerely;. - i R01 even M. Pedro; LEE AP ro ect Mana er Architect ' CC: M. Dixon, Dixon, Inc.. R. Murray;McD Corp.. RE.GISTERED.;MASSACHOSETTS RHODE ISLAND CO,NNECTICUT NEW HAMPSHIRE NEW YORK,MAME VERMONT NEW JERSEY PENNSYLVANIA t ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ?Dc?' Parcel 1�pplication # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project-Street_Address-1 C Villager "hYANNI Owner�_�.��I/�M ST• G4 Q� Address q 2 '���B GRN s� N� R E��20 �g Permit Reque t I - i Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: . ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) IMATItAW -D►ka N Telephone"N bera-.., Address: 36- WSJ t �N S��P�t' .License:# ..._. G S q'►2 36 ..�.._,.._ _.. R' 001 MA 6I S3-L Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE"` -" DATE L 4 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED - MAP/PARCEL N0. ` ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Print Form Department of Industrial Accidents Office of Investigations a 1 Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbe'rs Applicant Information Please Print Legibly Name (Business/Organization/Individual): Dixon Incorporated Address: 361 West Main Street City/State/Zip:Northboough,MA 01532 Phone #:508-393-4411 Are you an employer? Check the appropriate bog: Type of project(required): 1.❑✓ I am a employer with 25 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. 0 New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.: required.] 5. We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Acadia Insurance Company Policy#or Self-ins.Lic.#:WCA5121343-10 Expiration Date:12/31/2015 Job Site Address:175 North Street City/State/Zip:Hyannis, MA Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or,one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day a ainst the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DI for insurance coverage verification. I do hereby certi q t an n lt' o er'u that the information provided above is true and correct. Si ature: - - - — Date.2/19/2015 Phone#:508-393-4411 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions 1 Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in.the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT.required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: , The Commonwealth of Massachusetts Department.of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114-2017 , Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 7-2010 www.mass.gov/dia '°`� 224/CERTIFICATE OF LIABILITY INSURANCE D124/201 IDDIY5 5 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Carole Le NAME: 4g-Uhler Eastern Insurance Group LLC PHONE 781-596-8919 FAX No 155B Otis Street E-MAIL ADD ES Cuhler@easterninsurance.com INSURERS AFFORDING COVERAGE NAIC If Northborough MA 01532 -INSURER AAcadia Insurance Company INSURED INSURER B Nautilus Insurance Company Dixon Incorporated INSURERC: 361 West Main Street INSURERD: INSURER E: Northboro MA 01532 INSURERF: COVERAGES CERTIFICATE NUMBER:14-15 Renewal REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE A L R POLICY NUMBER POLICY EFFIYYYY) POLICY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 X COMMERCIAL GENERAL LIABILITY MIT- PREMISES Ea occurrence S 250,000 A CLAIMS-MADE Fx-]OCCUR RI 5123336-11 2/31/2014 2/31/2015 MED EXP(Anyone person) $ 15,000 PERSONAL&ADV INJURY S 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG S 2,000,000 POLICY X PRO LOC S AUTOMOBILE LIABILITY Ea aBINEDtSINGLE LIMIT $ 1,000,000 A ANY AUTO BODILY INJURY(Per person) S ALLOWNED X SCHEDULED 121339-11 2/31/2014 2/31/2015 BODILY INJURY Per accident S AUTOS AUTOS ( ) X X NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Peraccident $ S N UMBRELLA UAB I N I OCCUR EACH OCCURRENCE S 5,000,000 A EXCESS LIAR CLAIMS-MADE AGGREGATE $ 5,000,000 DED RETENTIONS UA5121340-11 2/31/2014 2/31/2015 S A WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT S 1,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) 121343-11 2/31/2014 2/31/2015 E.L.DISEASE-EA EMPLOYE S 1 000 000 If yes,describe under ION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPT A Leased/Rented Equipment IM5080802-12 2/31/2014 2/31/2015 Limit $275,000 B Pollution Liability CPL201050201 2/31/2014 2/31/2015 EachOca/Aggregate $6M/$bM DESCRIPTION OF OPERATIONS 1 LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE John Koegel/CLUI - ACORD 25(2010/05) 01988-2010 ACORD CORPORATION. All rights reserved. INS025ontnftm nt Tha Ar(1Rr1 names anef fnnn ara ranictararf marirc of ArnRn �tHGE� Town of Barnstable r r Regulatory Services • s yMSS. Richard V.Scali,Interim Director 1639•la`e Building Division . Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 62601 www.town.barnstable.ma.us Office: 508-862-4038 - Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY I Construction Supervisor License # Cs q7 23 , hereby certify that I have assumed responsibility for the project 001*1 z011 00 al y under construction, as authorized by building permit# Lo l S o 31 2. , issued to (property address) 7 S N 0 ht, S T on , 20157. The following documents are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form(if applicable) copy of my Home Improvement Contractor registration(if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond(if applicable) 7.115 15 LICENSE HOLD DAT E w q/forms/newcontrb �. rev:103113 i i 1 i 0DIXONINC, GENERAL CONTRACTING March 6, 2015 Town of Barnstable, MA Building Department 367 Main Street Hyannis, MA 02601 RE: Building Permit— McDonald's 175 North Street, Hyannis, MA To Whom it May Concern: Please use this correspondence as my authorization for Matthew Dixon and David Frotten to perform any permitting or construction activities on my company's behalf. Thank you for your assista 4Lf Richard P. Dixon President DIXON INC. GENERAL CONTRACTING 361 West Main Street, Northborough, MA 01532 Office 508-393-4411 Fax 508-393-6611 www.dixon-inc.com 361 West Main Street, Northborough, MA 01532 - Office: 508-393-4411 - Fax: 508-393-6611 r M111jam .st, 1460 Bedford MF1.0274U, F.ak_{508y 897-OS23, :March 2U15 McDanald's£o�p ,McDoriald's'Plaza Qak B ook'IL:66.623 R Store 0200603 M�is:MA' ToWtiom ft�May Concern: I, Paul,Bi§hms, `man girig Oa.thbe for'W�Iham St Carp,fallow McDona�d's to;ren$w them . : b6ilding peimitto cooft6e t ojpr'nodel of th above notedtlo anon wrth a new carat attar; Dixoriiric: _ Thank',, ou dof : . PauF'Bishirs(Isrra) fr1z•r:. 9; 2015 1 ��9AM Nb:? 76;, P, I 5: Town of astabl" Y � �;•_ 417,eg_ulafa�ry�er��ice�: t.:. .. � � •ftfcbartl,''�'.Scali,�bfrectoi: e $ xld�nj Di kon, Yom Perry,X;uildia�Comm�seianer '���01i Zti�an SaeetT�ye�suts,��A4A#?�,SOI� °'o#Fice:f so8'$bz aa3s Fags: s os=79a"623a arYEQ 1' BUYL ]�ITG�Y'U'>SION of er o��,�c�rr�>�c �c�torr'st� vrsa�°•. Av w C .6 of p�naperEy located at �� � � ,�► fir! ° .`f. . a';: ►'#!i Sher_eby OgOj lat *-+5 ~fir sir — i51141QY1 4.`T ti�tJn9VUYWQn t Supervisor lss on t2se apfica#ioai fob, tvroject finder p cans#uc4foa►as a+A—I—'d b�1�}/ i1«Se7..e.•.,t,. ') A#{s.7+- n .+ a .+,�v <.!.,r^r. . . - l J."a • y;•y rs•rt r k :binldirigpeimti# 'LD��i����`�I::��ss�c�ori� '' t 2d1 � c 'I understand tdat�the:project under,constriction must cease u�#l'a sttctes. licens®d .`..t v«., ti.•„i .:pi^ rY4j'.--.'r.,.,.:9..+,YtI Y. ...V�. .x.♦.-?^ ... -..t. a «.�+. .. ..,.....w.w.1�..,,.,.., - *.%fiat .';n:. � '<`t>;.p r:Y"'+• i C:t•.•:t'i" 3 Y. Conslnicttan Su$erv�9vr,is sutuntrzed oa.ltfie records of t "'BuiEduig'I,M319t, 4 .i>• f.x DATE' � 1fi�ViiM FMr,.i. Lui4 - 7EfCIGICG:i�780CI�t` , .r �"+. . 'Y+ -..'•:�"'..+i;�.���"- ,:�."sw..Ya`,� #'°7r+--.'SM ..+L" ��';��"ir`f ��, �.r",- - K's Y Y - C'f • J r� Massachusetts-Department of Public Safety it - Board of Building Regulations:and Standards_ " ` - • t Constructron'Supeivisor ;,rt License: CS407236 ME►TTHEW C DI7f bN �' _.. , 361 WEST MAINS Nortbborough MA 01 i Expiration P Commissioner 03/25/2016 • n • ..ram. Mass. Corporations, external master page Page 1 of 2 yy r 'SK, 1vti i ♦ f ♦ V 4Y'.�� . :. ;.�, ... •-x: ,c s./,.t '.m .".e. ia y5 sa Yr;:N. ..> - F ,r, ,�...` 'dEl'f:. 1..a'S qi, V Corporations Division Business Entity Summary ID Number: 043160524 Request certificate I New search Summary for: WILLIAM STREET CORPORATION The exact name of the Domestic Profit Corporation: WILLIAM STREET CORPORATION Merged with WAMSUTTA WAREHOUSE CO, INC. on 12-23-2005 Entity type: Domestic Profit Corporation Identification Number: 043160524 Old ID Number: 000400595 Date of Organization in Massachusetts: 07-13-1992 Last date certain: Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day: 00/00 The location of the Principal Office: Address: 92 KILBURN ST City or town, State, Zip code, NEW BEDFORD, MA 02740 USA Country: The name and address of the Registered Agent: Name: LARRY T. SHWARTZ Address: 100 NORTH FRONT STREET City or town, State, Zip code, NEW BEDFORD, MA 02740 USA Country: The Officers and Directors of the Corporation: Title Individual Name Address PRESIDENT THEODORE SHWARTZ 94 SOL-E-MAR RD. DARTMOUTH, MA 02748 USA TREASURER PAUL R. BISHINS 181 PROSPECT FARM RD. PORTSMOUTH, RI 02871 USA SECRETARY LARRY T. SHWARTZ 885 ROCK O'DUNDEE ROAD DARTMOUTH, MA 02748 USA DIRECTOR LARRY T. SHWARTZ 885 ROCK O'DUNDEE ROAD DARTMOUTH, MA 02748 USA DIRECTOR THEODORE SHWARTZ 94 SOL-E-MAR RD. DARTMOUTH, MA 02748 USA http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=043160524&S... 3/9/2015 IMass. Corporations, external master page Page 2 of 2 DIRECTOR PAUL R. BISHIN S 181 PROSPECT FARM RD. PORTSMOUTH, RI 02871 USA Business entity stock is publicly traded: r The total number of shares and the par value, if any, of each class of stock which this business entity is authorized to issue: Total Authorized Total issued and Class of Stock Par value per share outstanding No.of shares Total par No. of shares value I 0-Confidential 03 Merger r Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Administrative Dissolution p Annual Report ia,.,. Application For Revival k Articles of Amendment View filings, Comments or notes associated with this business entity:. i 1 I�= � New search http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=043160524&S... 3/9/2015 Message Page 1 of 2 Barrows, Debi From: Herrand, Karen Sent: Tuesday, February 17, 2015 4:17 PM To: Barrows, Debi Subject: FW: McDonalds 308/075 HHDC Debbie, Per the extension for the McUs renovations, please see Elizabeth's comments below. Thanks, -----Original Message----- From: Jenkins, Elizabeth Sent: Tuesday, February 17, 2015 4:15 PM To: Herrand, Karen Subject: RE: McDonalds 308/075 No problem, Karen. As discussed, there is no expiration of approvals in the HHDC ordinance. They are still good to go. ,��, fM1 p�'� Elizabeth S.Jenkins,AICP 1 Principal Planner _ Town of Barnstable I Growth Management Department 1 200 Main Street I Hyannis, Massachusetts 102601 t 508-862-47361 elizabeth.jenkins@town.barnstable.ma.us Town Website I Business Barnstable I HyArts Barnstable iForum -----Original Message----- From: Herrand, Karen Sent: Tuesday, February 17, 2015 1:06 PM To: Jenkins, Elizabeth Subject: McDonalds 308/075 Elizabeth, further, please find the Decision re the McDonalds ext. It looks like its been over a year. Karen Karen Herrand Principal Assistant Hyannis Main Street Waterfront Historic District Commission Planning Board Growth Management Dept. 508 862 4064 508 862 4665 c, �trkr 2/19/2015 aor� � ogp `� AYOUB ENGINEERING , INC . ENGINEERING AND ARCHITECTURAL CONSULTANTS WWW.AYOUBENGINEERING.COM CORPORATE OFFICE. .:" NEW°HAMPSHIRE OFFICE: 414 BENEFIT STREET P.O. BOX 514 PAWTUCKET,RHODE ISLAND 02861 EXETER,NEW HAMPSHIRE 03833 401-728-5533/FAX.401-724-1110 603-765-1001 . February 11, 2015 Mr. Tom Perry Building Commissioner Town of Hyannis 200 Main Street Hyannis, M` ,2601 RE: McDonald's 175-North Street AEI Proiect No. 4313.211 Mr. Perry, Due to an additional delay in construction, we would like to request an extension to Building `Permit# B 20140514, issued for this project, on 3/17/14 and scheduled to expire on 9/14/14:. We �`� rec'd an extension in August of 2014 and are now requesting a second extension we appreciate ,p your patience on this project. We have included the required$75.00 fee for this 2nd extension request. 2�C� If you have any questions or require additional information,please contact our office at 401-728-5533. V: truly yours, Alan J. Micale, P.E. Vice President N11 0 131A - L.t 7f Gi F•ti-1 4. 6 ]i�.i�. 919VIS ` O Z1 I tLf REGISTERED: MASSACHUSETTS RHODE ISLAND CONNECTICUT NEW HAMPSHIRE NEW YORK MAINE VERMONT NEW JERSEY PENNSYLVANIA t PL Squared,Inc. 693 Page Street•Stoughton,MA 02072 P=(781)-297-9533 F=(781)-297-9536 August 15,2014 v ..♦ Town of Barnstable Regulatory Services _ Building Division Thomas Perry, CBO, Building Commissioner w - � 200 Main Street Hyannis,MA 02601 ' RE: Extension of Building Permit#201400814; McDonald's 175 North Street Dear Mr. Perry, We are the General Contractor for the remodel project at McDonald's Restaurant, 175 North Street,Hyannis. The project was projected to start in September 2014; however the owner has decided to postpone that start until first quarter 2015. Therefore, I respectfully request a six month extension of the permit into March 2015. Please contact me at the phone or fax number above,by cell @ 508.889.4872 or email paul@plsquared.com if you have any questions or if you need additional information. Thank You for your consideration. Since , Paul Landry, Vice P esident PL Squared, Inc. `� in tHE TOWN OF l3ARNSTABLE 201400814 Building � * BARNBTABLE, * Issue Date: 03/17/14 Permit MASS. �bAT0 39. A Applicant: LANDRY,PAUL Permit Number: B 20140514 Proposed Use: GENERAL OFFICE BUILDING Expiration Date: 09/14/14 [Location 175 NORTH ST.(McDONALDIS REfiEg District HVB Permit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 308075 Permit Fee$ 1,283.59 Contractor LANDRY,PAUL Village HYANNIS App Fee$ 100.00 License Nurn 032634 Est Construction Cost$ 141,054 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND UPGRADE TO EXTERIOR,ADDITIONS TO DINING AREA&STORAG Alm CARD MUST BE KEPT POSTED UNTIL FINAL INTERIOR DINING RM MODIFICATION SITE WORK._SEE TEXT BOX !!!!INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: WILLIAM STREET CORP BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 100 N.FRONT STREET INSPECTION HAS BEEN MADE. NEW BEDFORD,MA 02740 Application Entered by: PF Building Permit Issued By: _ � THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,FATHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION, STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK, 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). hs. � Or'3�:t•''Id, of 3=�k %4 - T ANt t.. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health =, IKE� TOWN OF BARNSTABLE Building 201400814* BARNSTABLE, Issue Date: 03/17/14 Permit 9 MABS. �ArFG 9- A�� Applicant: LANDRY,PAUL Permit Number: B 20140514 Proposed Use: GENERAL OFFICE BUILDING Expiration Date: 09/14/14 Location 175 NORTH ST.(McDONALD'S REfiEg District HVB Permit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 308075 Permit Fee$ 1,283.59 Contractor LANDRY,PAUL Village HYANNIS App Fee$ 100.00 License Num 032634 Est Construction Cost$ 141,054 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND UPGRADE TO EXTERIOR,ADDITIONS TO DINING AREA&STORAGE Alm CARD MUST BE KEPT POSTED UNTIL FINAL INTERIOR DINING RM MOD. SITE WORK. 1ST EXT.EXPIRES 3/14/1 INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: WILLIAM STREET CORP BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 100 N.FRONT STREET INSPECTION HAS BEEN E. NEW BEDFORD,MA 02740 Application Entered by: PF Building Permit Issued By: THIS PERMrr,CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY:PART THEREOF,EITHER TEMPORARII.Y OR PERMANENTLY. ENCROACHMENTS PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF P, EWERS MAYBE OBTAINED FROM THEDEPARTMENTOF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT`RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION. RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health Sign .a TOWN ��.��. OF _ MASS. 0 9. a` Permit Number. Application Ref: 201405126 20071012 Issue Date: 08/06/14 Applicant: WILLIAM STREET CORP Proposed Use: GENERAL OFFICE BUILDING Permit Type: SIGN PERMIT Permit Fee $ 200.00 Location 175 NORTH ST.(McDONALD'S REST Map Parcel 308075 Town HYANNIS Zoning District HVB Contractor PROPERTY OWNER Remarks MCDONALD'S 100 SQ FT SIGNAGE Owner: WILLIAM STREET CORP Address: 100 N. FRONT STREET NEW BEDFORD, MA 02740 Issued By: p �'�-- POST THIS CARD SO THAT IS VISIBLE FROM THE 5TIt ET r r Town of Barnstable Regulatory Services MAS& Richard V. Scali,Interim Director v�039. �� Foy" Building Division Tom Perry, Building Commissioner 1 6 200 Main Street, Hyannis,MA 02601b www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit# Building Official approving-----_--- Application for Sign Permit McDonalds Corp. Applicant:_ c�a oul -F_ng-ineerJz4.r_-Inc-------Assessors No.__MaQ_308_Lot 075 Doing Business As:__McDonald' s—--------------------Feleplione No. 401_728_5533 Sign Location Street/Road: __1 75_North_Street --- -- -------------------------------------------------- Zoning District: HVB Old Kings Highway? Yes/No Hyannis Historic District? Yes/No Property Owner Name:_ William Street rp.Co -------- -------- _--Telephone:___-- ------------- 100 N. Front Street Address:_New Bedford,—MA----02740 ___Village:------------------ Sign Contractor Name:--------TBD Mailing Address:---------------- ------ Description -----------------------------�-� � Please follow the cover directions. You must have ail accurate rendition of sign W1di2 ensionsal3d . location. See attached plan set C.) Is the sign to be elect ifled? Yes/No (Note:I1 yes, a naar igpenui!is required) Li . Zz Width of building face N/A ft. x 10= x.10Check one Reface existing sign or New Total Sq. Ft. of proposed sign (s) See attached list I}you ha rye additional sig7ls please attac h a sheet hsti�lg each ogle ulth dLneiuious If refacing an existing sign please provide a picture of the existing sign with dimensions. I have the authority of the owner to make this application, that die information is correct and that the use and construction shall conforin to the provisions of §240:59 through §240-89 of the Town of BMistal U" ii 1cSignature of Owner/Authorized Agent: ,4ate_4—2 9—1Alafe, P.E. Ayeering, Inc. Agent for McDonald' s SIGNS/SIGNREQU revised 110413 V; Town of Barnstable Additional Proposed Signage McDonald's 175 North Street Hyannis, MA AEI#4313.211 Signage being proposed as part of Exterior Upgrade Qty.-Description Total Square Feet Width of Bldg. Face 1 —Directional.Sign 3.7 N/A 1 -Wall Arch Signs @14sf(no illumination) 14 429-91/211 1 -Wall Arch Signs @14sf(no illumination) 14 79'-699 1 - Gateway Sign (no illumination) N/A 2 - Customer Order Display.(illuminated) N/A 2"=Drive-Thru Menu.Board (illuminated) 80.2 N/A _ 1 Town of Barnstable Additional Proposed Signage McDonald's 175 North Street Hyannis, MA "AEI #4313.211 Signage being proposed as part of Exterior Upgrade Qty.-Description. Total Square Feet Width of F Bldg. Face 1 -Wall Arch Signs @14sf(no illumination) 14 42'-91/2" 1 - Wall Arch Signs @14sf(no illumination) 14 79'-6" 1 -Gateway Sign (no illumination) N/A 2 - Customer Order..Display.(illuminated) N/A 2 .Drive-Thru Menu Board (illuminated) 80.2. N/A Town of Barnstable Regulatory Services NIM Richard V. Scali,Interim Director 9 i639. `�0r� ► Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable,.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit# - Building Official approving _ ____-_ Application for Sign Permit McDonalds Corp. Applicant:_��eIns-----Assessors No.__MaQ_308_Lot 075 Doing Business As: McDonald' s__ ______________Telephone No._401_728-_5533 Sign Location Street/Road: 175_North_Street --------------------------------------- - Zoning District: HVB Old Kings Highway? Yes/No Hyannis Historic District? Yes/No Property Owner Name:_ William_Street_Corp. -----------------Telephone:________-_____ _ 10.0 N. Front Street r Address:_New Bedford,-MA 0 2 7 4 0 - --_Village:----------------------- Sign Contractor Name:--------TBD ------Telephone:---------=------ Mailing Address:--=------------=- ------------------ -----------------------------. Description Please follow the cover directions.You must have an accurate rendition of sign with dimensions and location. See attached plan set Is the sign to be electrified? Yes/No (Note:IT yes, a mir igpenniti'srequired) Width of building face N A R x 10= x.10= Directional Sign Check one Reface existing sign_or New.___Total Sq. Ft. of proposed sign (s) 3 .7 If you have additional signs please attach a sheet listing each one with dhnensions If refacing an existing sign please provide a picture of the existing sign with dimensions. I have the authority of the owner to make this application, drat the information is correct and that the use and construction shall conform to the provisions of . §240-59 through §240-89 of die Town of B ista i Signature of Owner/Authorized Agent: Date 4-2 9-1 4 Al' J. cale,` P.E. Ayoub En . veering, Inc. Agent- for McDonald' s SIGNS/SIGNREQU revised 110413 Ayoub Engineering, Inc:e ,�R OF 414 Benefit Street 4 g TRANSIV=AL " '- E N G I:N E E R I N G .�, Pawtucket RI, 02861 y ' Y Phone: (401) 728-5533 ." Fax: (401) 724-1110 }ENGINEERS. da ARCHI'T ECTo - Date: 7/31/14 Job No: 4313.211 To: Town of Barnstable Re: McDonald's Regulatory'Services 175 North Street Building Division Hyannis, MA 200 Main Street Hyannis, MA 02601 We are sending you: Via: �X Attached Under separate cover FX U.S. Postal Service Overnight mail Hand Delivery Other: The following: Copies Date Description - 1 4/29/14 Revised Sign Permit Application/Sheet listing proposed signs 1 7/31/14 Check in the amount of$200.00 For the purpose of: ,.z Lq c XX For approval w F-1°,Approved as submitted El Return a c@ f For your use a.Approved as noted Prints Returned After boan• Js, F7 As requested ],For review and comment Other: rus Remarks: Per our phone conversation; attached please find the above referenced application/list and check in the amount of If you have any questions, or require additional information, please do not hesitate to call our office @401- 728-5533. Copy to: Signed: )Y-///f e�� Alan J. Micale, P.E., Vice President I Ayoub Engineering; Inc. AYENGINEERINGOUB 414 Benefit Street LE 'OF 'OF Pawtucket, R1 02861. TRANSN=AL Phone: (401) 728-5533 Fax: (401) 724-11:10 ENGINEERS Sa ARCNiTECT5 - Date: 7/29/14 Job No: 4313.211 To: Town of Barnstable Re: McDonald's Regulatory Services 175 North Street Building Division. Hyannis, MA 200 Main Street Hyannis; MA 02601 We are sending you: Via: FX Attached F-1 Under separate.cover X� U.S.Postal Service a Overnight mail Hand Delivery Other: The following: . Copies Date Description --i 1 4/29/14 Sign Permit.Application/Sheet listing additional signs 2 Full Size Proposed Signage.Plan(SG-2) . a -. r-%4 1 x For the purpose of For approval .Approved as submitted Return a copy For your use Approved as noted 0 Prints Returned After Loan to Us 0 As requested For review and comment F7-] Other: Remarks: Attached please find the above referenced application and plans. Please review/approve at your,earliest convenience. The appropriate permit fee will be forwarded to your office, under separate cover. Please note . this is part of the work being proposed under building permit number B 20140514, issued 3/17/14. If you have any questions, or require additional information,please do not hesitate to call our office @401 728-5533. Copy to: Signe Alan J. Micale, P.E., Vice President Louise Deneault From: Traczyk, Art <Art.Traczyk@town.barnstable.ma.us> Sent: Tuesday,July 29, 2014 11:14 AM To: Louise Deneault Cc: Swiniarski, Ellen;Anderson, Robin; Perry, Tom; Herrand, Karen; Buntich,JoAnne Subject: McDonald's Restaurant - Hyannis Louise: All of fine regarding the proposed redevelopment and signage for the McDonald's Restaurant as approved by Site Plan Review and the Hyannis Historic Commission-as per plans submitted and modified as approved. All that is needed is for you to make application and secure the final permits from the Building Division—Building Permit(for building renovation/expansion), Sign Permit and, if necessary, revises License. Art Traczyk Arthur P. Traczyk, Regulatory/Design Review Planner Town of Barnstable, Growth Management Department 200 Main Street, Hyannis, MA 02601 Phone 508-862-4682 Fax 5087862-4784 e-mail art.traczyk@atown.barnstable.ma.us { 1 PROJECT NAME: o l ,t ADDRESS: PERMIT# ZOILIOOP5 ILA PERMIT DATE: J 1 M/P: �� LARGE ROLLED PLANS ARE IN: BOX - `l SLOT �— Data entered in MAPS program on: BY: q/wpfiles/forms/archive I1?;W111 I Town of Barnstable Growth Management Department i; cpe,TBLL Hyannis Main Street Waterfront Historic District Commission www.town.barnstable.ma.us/hyannismainstreef Decision —Certificate of Appropriateness McDonald's: Building Addition, Fagade renovation, Fence, Signage and Dual Menu Board The Hyannis Main Street Waterfront Historic District Commission,pursuant to the Code of the Town of Barnstable Chapter 112,Historic Properties,Article III,Hyannis Main Street Waterfront Historic District, hereby approves a Certificate of Appropriateness for the following property: Property Address: 175 North Street,Hyannis Assessor's Map/Parcel: 308/075 At the September 18, 2013 hearing, after consideration of the testimony given and materials submitted by the applicant and members of the public, the Commission found the proposed building addition and fagade renovation with fencing, signage modifications and dual menu board will appropriately contribute to the historic character of the Hyannis Main Street Waterfront Historic District. The Commission considered the materials, design, color, size, location, and context of the proposed improvements and found them to be appropriate for the protection and preservation of the district. Based on these findings, the Commission voted to grant the certificate of appropriateness subject to the following conditions: 1. The building additions and faVade renovations shall be in substantial compliance with site plans and elevations entitled "Site Improvement Plan — McDonalds", last revised 9/11/13, prepared by Ayoub Engineering and the building elevations/renderings submitted to the file. 2. Permits from the Building Division are required prior to commencing work. Present and voting in the affirmative to grant the certificate of appropriateness were: George Jessop, Paul Arnold,Marina Atsalis,Joseph Cotellessa,Bill Cronin,Meaghann Kenney and Brenda Mazzeo Opposed: None Joseph A.Cotellessa,Vice-Chair Date Hyannis Main Street Waterfront Historic District Commission cc: Alan J.Micale,P.E.,Applicant. Tom Perry,Building Commissioner File 1, Ann Quirk, Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty (20)days have elapsed since the Hyannis Main Street Waterfront Historic District Commission filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of Lj�l � under the pains and penalt/es of pe ju .~,,✓ .� . ryY y t, i {, o Ann Quirk, Town Clerk ,-UL = TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 1p R`1 , 1 aa Map sos Parcel 075 Application # D Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee i ZP 3 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address' 175 North Street Village Hyannis Village Business District William Street Corp. Owner c/o McDonald's Corp. Address 690 Canton St. , Westwood, MA 02090 Telephone 781-329-1450 Permit Request _ Upgrades to existing building exterior, including minor additions to dining area and a storage area addition. Interior dining room decor modifications side by side dual ordering menuboard system and si na e modifications. Site improvements are also being proposed, per a a h d /�15. Square feet: 1 st floor: existing4 proposed, ,1 �2nd floor: existing proposed Total new Zoning District H V 8 Flood Plain Ao Groundwater Overlay Me Project Valuation Construction Type 017 ,� Lot Size f°bs lease area 44 4lo9 I Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes a No On >>Old King's Highway: ❑Yes ® No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other NVIN/� Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing of new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Lff Gas ❑ Oil ❑ Electric ❑Other Central Air: SYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ 6 Ling ❑ '@w sde_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial W Yes ❑ No If yes, site plan review# 01a1-I3 Current Use ea",/./N� Proposed Use Jdw F - ---APPLICANT INFORMATION f (BUILDER OR HOMEOWNER) �/�l/.� �•dludr�/ Name .0 xnc. Telephone Number 111KP- 01 �. 39 Address 5,�-�,�_�,� �JA o License# a5- D"� 093 . Home Improvement Contractor# Email 74'/w a."'." C 'o, Worker's Compensation # ALL CO UCTION/95BRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE /an 4• FOR OFFICIAL USE ONLY APPLICATION# f DATE ISSUED MAP/PARCEL NO. ' ADDRESS VILLAGE 1 OWNER DATE OF INSPECTION: P, 1 FOUNDATION FRAME INSULATION u 4 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING t DATE CLOSED OUT ASSOCIATION PLAN NO. Jan 271402:25p PL Squared, Inc. 7812979536 p.2 Tlie Commonwealth of Massachusetts Print Form' Department oflrtdustrialAccidents Office of in vestigatia►is 1 Congress Street,Suite 100 Boston,MA 021-14-2017 www.mass.gov/diaki�,Ww ' Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers_ A1312licant Information Please Print Legibly Name (Business/Organization/Individual): PL Squared,Inc. Address:693 Page Street City/State/Zip: Stoughton, MA 02072 Phone#:781.297.9533 Are you an employer:'Check the appropriate box: Type of project(required): l.❑✓ I am a employer with 4 4. ❑ !am a general contractor and 1 6 ❑New construction employees(full and/or part-time):* - have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet_ 7. �]✓ Remodeling - ship and have no employees These'sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers'comp. ❑ Building addition [No workers' comp.insurance comp. insurance.: 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions required.] 3.❑ tam a homeowner doing all work officers have exercised their ]1.❑Plumbing repairs or additions myself.homeowner workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13.0 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. fi Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 1�gontractors-that_check this box must atrached an additional sheet showing the name of the sub-contractors and state whether,or not those entities have {employees. If the sub-contiicxoishave employees,they must provideaeir workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and jab site information. Insurance Company Name: Acadia Insurance Company y WCA0340103 Expiration Date: 1/1/2015 Policy�or Self-ins.Lie.#: p • Job Site Address: Brayton Avenue City/State/Zip:Fall River,MA Attach a Eopy'ofthe workers'-compensation policy declaration page(showing-the-policy number and expiration date). ailure to secure coverage as required under Section 25:A of c:I 52 can lead to the imposition-of criminal.penalties F of a fine up to S1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereb certi under the pains and penalties of er'ury,•that the information provided above is true and correct. Si ature: 1/ L G JiP�rresD•Inc. Date: 1/27/2014 Phone 0: 781.297.9533 } Official use only. Do not write in this area,to be completed by city or town official. City or Town.• Permit/License# - Issuing Authority(circle one): 1.Board of Health 2.Building Department 3 Citi/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other a Phonc#c Contact Person: r n WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 00 01 A 07 11 Issuing Company:Acadia Insurance Company 290 Donald J. Lynch Blvd Marlborough, MA 01752 JAN'o9 ag WORKERS'COM'PENSATION AND EMPLOYE& dh`ing6 nce CA. LIABILITY INSURANCE POLICY RENEWAL INFORMATION PAGE` NCCI Carrier Code No.: 33391' 1' Policy No:WCA-0340.103: 15;, Previous Policy No.: 0340103-14 1. Name Insured and Address Agency Name and Address 07711 PL Squared Inc. (508)238-0056 693 Page Street Morse Insurance Agency, Inc. Stoughton, MA 02072 285 Washington Street North Easton, MA 02356 Other workplaces not shown above: ,. Refer to Name and Location Schedule FEIN:264106590 Risk ID No.: 913154975 Bureau File No.: Entity of Insured:Corporation POLICY PERIOD 2. The Policy Period is from 01/01/2614 to 01/01/201512:01 AM Standard Time at the insured's mailing address. COVERAGE 3. A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the sfates1isted,here:.MA B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in item 3.A. The limits of-out liability under Part two are: Bodily Injury by Accident$ 1,000,000 each accident Bodily Injury by Disease $ 1,000,000 policy limit Bodily Injury by Disease $ 1,000,000 each employee C. . Other States Insurance: Part Three of the policy applies to the states, if any, listed here: All states except ND, OH,WA,WY and states designated in item 3.A.of the information page. D. This policy includes these endorsements and schedules: See "Schedule Of Endorsements" WC 00 00 01 A 07 11 Includes copyrighted material of The National Council on Compensation Pags31 of 4 Insurance,with their permission. Jan 2714 09:04a . PL Squared, Inc. 7812979536, p.1 t f,�{ Massachusetts-Department of Public Safety � Board of Building Regulations and Standards Construction Super i+ar License: CS-032634 PAUL LANDRY i 693 PAGE STOUGHTONNa 02072. Expiration COMMISsioner 07/31/2015 ' f .t Mass. Corporations, external master page Page 1 of 2 r� z HOME DIRECTIONS CONTACT US Search sec.state.ma.us Search Corporations Division Business Entity Summary ID Number: 264106590 Request certificate New search Summary for: PL SQUARED INC. The exact name of the Domestic Profit Corporation: Pill SQUARED INC. Entity type: Domestic Profit Corporation Identification Number: 264106590 Old ID Number:000994411 Date of Organization in Massachusetts: 01-23-2009 Last date certain: Current Fiscal Month/Day: 12/31 The location of the Principal Office: Address: 693 PAGE STREET City or town, State,Zip code,Country: STOUGHTON, MA 02072 USA The name and address of the Registered Agent: Name: PAUL LANDRY Address: 693 PAGE STREET City or town,State,Zip code,Country: STOUGHTON, MA 02072 USA j i The Officers and Directors of the Corporation: Title Individual Name Address PRESIDENT PAUL M. LANDRY 425 WALNUT STREET. STOUGHTON, MA 02072 USA TREASURER PAUL LANDRY 693 PAGE STREET STOUGHTON, MA 02072 USA SECRETARY PAUL LANDRY 693 PAGE STREET STOUGHTON, MA 02072 USA VICE PRESIDENT PAUL LANDRY 693 PAGE STREET STOUGHTON, MA 02072 USA DIRECTOR SAME TWO ABOVE 693 PAGE STREET STOUGHTON, MA 02072 USA Business entity stock is publicly traded: FA The total number of shares and the par value,if any,of each class of stock which this business entity is authorized to issue: Class of Stock Par value per share Total Authorized Total issued and outstanding No.of shares Total par value No.of shares CNP $0.00 275,000 $0.00 0 I F9-Consent rl,Confidential Data Merger Allowed Manufacturing • View filings for this business entity: ALL FILINGS Administrative Dissolution Annual Report Application For Revival ba iArticles of Amendment c View filings. http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=264106590&... 2/19/2014 Mass. Corporations, external master page Page 2 of 2 Comments or notes associated with this business entity: I New search William Francis Galvin,Secretary of the Commonwealth of Massachusetts Terms and Conditions http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=264106590&... 2/19/2014 • wtxer�ats '+;A k Town of Barnstable Regulatory Services Richard V.Scali,Interim Director Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www,town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790 6230 Property Owner Must Complete and Sign This Section If Using A Builder • t � l SI11 W I ID W) 5r Cr as Owner of the subject property hereby authorise PT. ..c;=iiarPd Tnr- to act on tnp behalf, in all matters relative to work authoriaed'by this building permit application for: 175 North Street (Address of Job) Signantre of OW'ne Date �aul ► sh Ins Pnnt Name If Propertti Owner is applying for permit, please complete the Homeowners License Exemption Form on the reverse side. Q t1l'PF1LE5%F0FUM5tbuilding permn fo ms\smokccubondetectors doc Revised 050412 Mass. Corporations, external master page Page 1 of 1 Secretary of t tCommonwealthMassachusetts r� y HOME DIRECTIONS CONTACT US Corporations Division Business Entity Summary ID Number: 043160524 Reque� Summary for: WILLIAM STREET CORPORATION The exact name of the Domestic Profit Corporation: WILLIAM STREET CORPORATIO Merged with WAMSUTTA WAREHOUSE CO, INC. on 12-23-2005 Entity type: Domestic Profit Corporation Identification Number: 043160524 Old ID Number: 00040055 Date of Organization in Massachusetts: 07-13-1992 Last date certain: Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Di The location of the Principal Office: Address: 92 KILBURN ST City or town, State, Zip code, Country: NEW BEDFORD, MA 02740 USA The"name and address of the Registered Agent: Name: LARRY T. SHWARTZ Address: 100 NORTH FRONT STREET City or town, State, Zip code, Country: NEW BEDFORD, MA 02740 USA The Officers and Directors of the Corporation: Title . Individual Name Address PRESIDENT THEODORE SHWARTZ 94 SOL-E-MAR RD. DAI TR AEAE SURER PAUL R. BISHINS .�.. _ r- 181"PROSPECT FARM.F .. - ..�.USA _._. _.�...._, SECRETARY LARRY T. SHWARTZ 885 ROCK O'DUNDEE F USA http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=043160524&... 2/19/2014 Massachusetts Department of Environmental Protection Bureau of Waste Prevention . Air Quality 1100193799 `ti BWP AQ 06 Decal Number Notification Prior to Construction or Demolition Important: A. Applicability When filling out pp y forms on the computer, use only the tab key A Construction or Demolition operation of an industrial, commercial, or institutional building, or to move your residential building with 20 or more units is regulated' b the Department of Environmental Protection cursor-do not gY p use the return (DEP), Bureau of Waste Prevention -Air Quality Control Regulations 310 CMR 7.09. Notification of key. Construction or Demolition operations is required under 310 CMR 7.09 (2) ten (10)days prior to any work being performed. The following information is required pursuant to 310 CMR 7.09. m B. General Project Description 1. a. Is this facility fee exempt-city, town, district, municipal housing authority, owner-occupied Instructions residence of four units or less? ❑Yes ✓❑ No 1.All sections of b. Provide blanket decal number if applicable: this form must be Blanket Decal Number completed in order to comply with the 2. Facility Information: Department of MCDONALD'S Environmental Protection a.Name notification 175 NORTH STREET requirements of b.Address 310 CMR 7.09 [Hyannis MA � 02601 c.Cit /Town d.State e.ZiD Code (508)862-2310 f.Tele hone Number area code and extension . E-mail Address(optional) 2,509 1 h.Size of Facility in Square Feet i.Number of Floors j. Was the facility built prior to 1980? ❑ Yes ❑✓ No k. Describe the current or prior use of the facility: MCDONALD'S RESTAURANT W/DRIVE THRU I. Is the facility a residential facility? ❑ Yes ❑✓ No �O m. If yes, how many units? Number of units 3. Facility Owner: N MCDONALD'S CORP. a.Name ° 690 CANTON STREET b.Address WESTWOOD MA 02090 �(D c.Cit !Town d.State e.ZiD Code ° , (781)329-1450 f.Tele hone Number area code and extension .E-mail Address o tional �Q h.Onsite Manager Name ag06.doc-10/02 BWP AQ 06-Page 1 of 3 Massachusetts Department of Environmental Protection Bureau of Waste Prevention • Air Quality 1100193799 BWP AQ 06 Decal Number Notification Prior to Construction or Demolition General B. General Pro p (cont.) Statement:If jest Description Cont. asbestos is found during a Construction or 4. General Contractor:. Demolition PAUL LANDRY, PL SQUARED, INC. operation,all a.Name responsible parties must comply with 693 PAGE STREET 310 CMR 7.00, b.Address and Chapter STOUGHTON MA Chapterer 21 E of the 02072 General Laws of c.Cit /Town d.State e.Zip Code the Commonwealth. (781)297-9533 This would include, f.Tele hone Number area code and extension but would not be . E-mail Address o tional limited to,filing an ROBERT CAMPBELL asbestos removal h.On-site Manager Name notification with the Department and/or a notice of release/threat of release of a C. General Construction or Demolition Description hazardous substance to the 1. Construction or demolition contractor: Department,if applicable. 1PAUL LANDRY, PL SQUARED, INC. a.Name 693 PAGE STREET b.Address STOUGHTON IMA 02072 c.Cit !Town d.State e.Zip Code (781)297-9533 f.Telephone Number(area code and extension) g.E-mail Address(optional) ROBERT CAMPBELL h.On-site Manager Name 2. On-Site Supervisor: ROBERT CAMPBELL On-Site Supervisor Name 3. Is the entire facility to be demolished? ❑ Yes ✓D No N -_0 4. Describe the area(s)to be demolished: o N/A �N O --0 5. If this is a construction project, describe the building(s) or addition(s) to be constructed: MINOR ADDITION TO DINING & STORAGE AREA. =Q ag06.doc•10/02 BWP AQ 06•Page 2 of 3 Massachusetts Department of Environmental Protection M Bureau of Waste Prevention . Air Quality 1100193799 V W P AQ O Decal Number Notification Prior to Construction or Demolition C. General Construction or Demolition Description (cont.) 6. a. If this is a demolition project, were the structure(s) surveyed for the presence of asbestos containing material (ACM)? ❑ Yes ❑✓ No If yes, who conducted the survey? b.Survevor Name c.Division of Occupational Safety Certification Number 7. Construction or Demolition: 04/01/2014 06/ 11/2014 a.Start Date(mm/dd/yyyy) b. End Date(mm/dd/yyyy) 8. a. For demolition and construction projects, indicate dust suppression techniques to be used: ❑ seeding ❑ paving ❑✓ wetting ❑ shrouding b. If other, please specify: ❑ covering ❑ other 9. For Emergency Demolition Operations, who is the DEP official who evaluated the emergency? a.Name of DEP Official b.Title c.Date mm/dd/ of Authorization d.DEP Waiver Number D. Certification I certify that I have examined the JALAN J. MICALE, P.E. �O above and that to the best of my a.Print Name �o knowledge it is true and complete. JALAN J. MICALE, P.E. The signature below subjects the b.Authorized Signature > �N signer to the general statutes VICE PRESIDENT o regarding a false and misleading c. Position e o statement(s). AYOUB ENGINEERING, INC. d.Representing 02/21/2014 cc e.Date(mm/dd/yyyy) O Q ag06.doc•10/02 BWP AQ 06•Page 3 of 3 M' MassDEP Home I Contact i Privacy Policy MassDEP's Online Filing System Usemame:AYOUBENG Nickname:BUOYA My eDEP Forms m My Profile ca Help Notifications [ Receipt 1 Forms Slonature payment Receipt Summary/Receipt o printreceipt. Exit` Your submission is complete. Thank you for using DEP's online reporting system. You can select"My eDEP"to see a list of your transactions. DEP Transaction ID: 631436 Date and Time Submitted: 2/21/2014 9:12:48 AM - Other Email : Form Name: AQ 06 -Construction/Demolition Notification Payment Information DEP code: 91893 Date: 2/21/2014 9:10:36 AM Amount($): 100 Payment Detail: DENEAULT LOUISE--AccountType--AccountNumber ****6863 Confirmation Number: Contractor Contractor Number Name Address, , Supervisor Project Monitor Lab My eDEP MassDEP Home i Contact I Privacy Policy MassDEP's.Online Filing System ver.12.4.3.0©2014 MassDEP I Initial Construction Control Document To be submitted with the building permit application by a d Registered Design Professional a for work per the 81" edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: McDonald' s Date: 2/2 6/1 4 Property Address: 1 7S North Strppt ' Project: Check one or both as applicable: 0 New construction S6xisting Construction Project description: Upgrades to existing building exterior, including minor additions to dining area and a storage addition. Interior ining room' dpcnr modifirAi-innc , Sidp by Sidp dual ordering menuboard ystem and sicrnacsp modifications site improvements are also being proposed I Steven M Pedro MA Registration Number: 7425 Expiration date:_g/31 /1 4 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications con erring: /rchitectural [7ructural Mechanical [ ] [ ]. Fire Protection [ ] Electrical [ ] Other for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports (see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit tot official a `Final Construction Control Document'. Enter in the space to the right a"wet"or, STEVEN electronic signature and seal: M. PEDRO No. 7425 CAM BRIDGE +� P41A Phone number: 4&1•JILt-SCvo*s A. T1���G Email:5Pb•DR-4 eAYGSJF, t•sILZtit^eS.C.4 IfiRfficial Use Only I Building Official Name: Permit No.: Date: Version 06 11 2013 -�-T^� � rtAatealals 4RgerW � , i -- ''tea: ^f. •� �,._.�� --.:° ae+�^'�a - -�_. tic '- • .r.....:..,.. .�..�.«.�...�-.-., -m ... � °' - �w1aNrM9 w!+• x.@,y �x .*{ .. .'-, r 'F;'r•F-"—"� _ .war nrrs ..+t ,�. '�^.^ ' �t� EI-OBfm 9nsYYwn w " ,w 0�aor<.6avCeraGwiorr7Ji1 Front Elevation Rear Elevation l ° t x el n. t ia{ Non-Drive-Thru Side.Elevation } ems .: ._ A APPROVED 7, 4AW A+W*S SEV ig()13 u S Drive-Thru Side Elevation Proposed McDonald's Restaurant D : R Color Elevation Study 8 Septemtwr T013 ... hSy8nnis,:MA Exhibit # Date: 9-Al HHDC i i� Town of Barnstable 200 Main Street,Hyannis,Massachusetts 02601 ]IMMST"M s AS& 'OrEDMn�� Regulatory Services Thomas F. Geiler, Director Building Division Tom Perry,Building Commissioner Phone(508)862-4679 Fax(508)862-4725 www.town.barnstable.rna.us July 16, 2013 McDonalds Corporation c/o Mr. Alan J. Micale P.E. Ayoub Engineering, Inc. 414 Benefit Street Pawtucket, RI 02865 RE: Site Plan Review#012-13 McDonald's—Parking Drive Thru Revision 175 North Street,Hyannis Map 308, Parcel 075 Proposal: Remodeling of the existing building, including minor additions, dining room upgrades, side-by-side dual ordering menu board system and exterior building fagade and signage modification. Dear Mr. Micale: Please be advised that plans last revised June 10, 2013 for the above-referenced proposal were administratively approved subject to the following: • Approval is based upon and must be substantially constructed in accordance with the following plans entitled: "Site Improvement Plans, McDonalds, 175 North Street, Hyannis, MA" nstruction Plans" 15 Sheets, Scale 1"=20', prepared by Ayoub Engineering, 414 Benefit Street, Pawtucket, Rhode Island 02861 dated February 16, 2013 with final revisions per Site Plan Review comments, June 10, 2013. • The installation of a curb stop in the easternmost 45-degree-angle parking space fronting on North Street is required. • Health Department approval of interior revisions and detailed floor plans is required. • Licensing Authority determination and approval regarding Common Victualler License and proposed revisions is required. • Certificate of Appropriateness must be granted by the Hyannis Main Street Waterfront District Commission for aesthetics and design revisions to the exterior of the building. i • Applicant must obtain all other applicable permits, licenses and approvals. • Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240- 105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. A copy of the approved site plans will be retained on file. Sincerely, r Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator CC: Tom Perry, Building Commissioner SPR File Health Department Licensing Department YOU WISH TO OPEN A BUSINESS? For Your Information: Business Certificates COST $30.00 for 4 ears. (WHICH YOU MUST DO BY M.G.L. _ it does not give you permission to operate). You Y A Business Certificate ONLY REGISTERS YOUR NAME in the Town at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1" FI., 367 M must first obtain the necessary signatures on this form the Business Certificate that is required by law. .. ain n St., Hyannis, MA 02601(Town Hall) and bet �'� `' t• �/ '` Fill in please: APPLICANT'S , 1 DATE: �{-IZ(pllO BUSINESS YOUR NAME: N n YOU tse McBee _ Z`=Zlgb R HOME ADDRESS: TELEPHONE # �G2 001 � ►`LAME OF NEW BUSINESS G Home Tele hone Number: 2 ) IS THIS A HOME OCCUPATION? 1 �^� 0 AYES O TYPE OF BUSINESS '{�Pu�Q�+ Have you been given approval from the building division? ADDRESS OF BUSINESS (�s YESNO } _ pi-e_emsbnc . .MAP/PARCEL NUMBER 306 d�S When starting a new business there are several thing syoumay you. must i in order to be in compliance with the rules and regulations of the Town of . Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and li town. Y need. You MUST GO TO 200 Main St. — (corner of tenses required to legally operate your business in this I. BUILDING COMMISSIONER'S OFFICE This individual has b n informed any permit requirements that pertain to this type of business. COMMENTS: Authorized Signature 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. COMMENTS: ure Authorized Signat ** " 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of Q AAI Y� business. r�u'noriz d Signature** COMMENTS: 0 -�� ``_ --Ai - __ _-- �1 p � i C./`-� ��a _ �� �� ��3 , ., - _ ,, { �IME TOWN OF BARN.STABL.E'� , ,�u�ld�ng Application Ref: 200806197 • * BARNSTABLE, * Issue Dater 11/06/08 Permit, 9 MASS �A i639• �� Applicant: HILL JON P ( Permit Number: B 20082511 Proposed Use: RETAIL&SERVICE STORE SMALL Expiration Date: 05/06/09 [Location 175 NORTH ST.(McDONALD'S Rf&lg District..HV13 Permit.Type: COMMERCIAL ADDITION ALTERATION Map Parcel 308075. Permit Fee$ 273.00 Contractor HILL,JON P Village HYANNIS App Fee$ 100.00 License Num 62956 Est Construction Cost$ 30,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND MINOR INTERIOR REMODEL FOR A NEW COFFEE MACHINE THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: WILLIAM STREET.CORP BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL- Address: 100 N. FRONT STREET INSPECTION HAS BEEN MADE. NEW BEDFORD,MA 02740 n Application Entered by: PR Bulldin rmit Issued By: THISPERMIT CONVEYS NO RIGHTTO OCCUPY ANY STREET Y OR EWALK`OR ANY PART THEREOF,EITHER TEMPORARILY.OR PERMANENTLY. ENCROACHE? ENTS ON PUBLIC PROPERTY,NOT SPECIFIC LYPERMIT D"UNDER,THE BUILDING CODE];MUST:BE APPROVED BY.THE JURISDICTION. STREET OR ALLY GRADES AS.WELL"AS-DEPTH AND'LOC F PUBL SEWERS.MAY.BE OBTAINED FROM THE DEPARTMENT OF,PUBLIC WORKS:'" THE"ISSUANCE'OF-THIS PERMIT"DOES.NOT RELEASE TH P NT F M THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRE R L TSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED A T T AT L EL BEFORE FIRST FLUE LINING IS INSTALLED. - 3.WIRING&PLUMBING INSPECTIONS TO B C E IOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEM R ( TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFO CC ANC WHERE APPLICABLE,SEPA TE PE ITS E QUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED TIL HE INS CTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECO N AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF . DATE THE PERMIT IS SUE S NOTED ABOVE. PERSONS CONTR G W H UNREG ERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING VECT101 A PPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health PROJECT NAME: ewow ADDRESS PERMIT# PERMIT DATE: M/P: .906 75" LARGE ROLLED PLANS .ARE ITT: BOA .gz.�. SLOT Data entered in MAPS program on: BY: 4 , a/wn fi l cs/archive t TOWN OF BARNSTABLE.BUILDING PERMIT APPLICATION Map 3G.$ Parcel G l Application # 1 Health'Divison g lot C 9 Date Issued Conservation Division Application Fee HYANNIS FIRr Planning Dept. ;, r 17,:,<<,F Date Definitive Plan Approved by Planning Board 95 �I''' ' ail. !' . EX HYAN1`4lS, MA 02601 Historic - OKH Preservation/Hyannis Project Street Address !`2 C�AZr7 r -r"lI -S ✓-1 C- Dv,v74 (d S Village k)y Te Owner Address/SS Telephoned Permit Request ,r*9,`aa r b-tc/:dr' rc,,�d- I 4r Ca v-1 9C L. .U• Le t Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay ' f Project Valuation 30 Construction Type 7— Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other r Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas . ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board 7Yes als Authorization ❑ Appeal # Recorded ❑ Commercial ❑ No If p ,es site Ian review# Y Current Use _Proposed Use = _ -`- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name", t-,`i?r-rTelephone Number &a, - 9,111 3 r/ Z Address 1,0,3 2 5 License # 6, 5 ti dF Zr/ Home Improvement Contractor# 119 Worker's Compensation # -�7?o 4 9 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE i FOR OFFICIAL USE ONLY APPLICATION# ' DATE ISSUED ; MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION r FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ► { GAS: ROUGHS FINAL, `. FINAL BUILDING ' ^s DATE CLOSED OUT ASSOCIATION PLAN NO. I E ' f � ✓M Boar o��ut'to eP"u.atio s and'5tandards Construction Supervisor License License: CS 62956 Exgtration 41,27/2010 Tr# 23188 Restriction: 00 JON P HILL . 225 PERRY RD RINDGE, NH 03461 Commissioner Board ui'Building t2cguiatioas and St:iudards License or registration valid f�oi- individul use oniv HOME IMPROVEMENT CONTRACTOR before the expiration date. ff found ream to: Board of Building Regulations and Standar[ls ^�t /%� Registration; 118379 ®rteasitburton I'lace i2m I301 Expiration: 3/7/2009 Tr# 127161 Boston, Ma.i)2t08 Type: Private Corporation HILSON CONTRACTORS I.K. j JON HILL 9 1032 ROUTE 119 RINDGE,NH 03461 Administrator Notval itltout signature - �IKE o* Town of Barnstable BARNSrAHLE, MAss. Regulatory Services A "Thomas F. Geiler,Director Building Division Thomas Perry, CBO a. Building Coinmissiozicr 200.Main Street, Hyannis, MA 02601 www.town.b2rnstable.nia.us Office: 508-862-4038 Fax: 508-790-6230 Propel 0-'w e>r Must Complete.-and Sign This Section If Usit A 1_luez as Owner of the subject property hereby authorize�, /Sc��_. � ��TCr-, to act on my behalf, n all r-natters,relative to work authoz-J'7-ed by this. building permit application for: (Addz�ss of job) -- -- ;ign re o er Date 'tint Name \WPFILES\FORNIS\building permit fomis\EXPRESS.doc ' eyise020108 i mew The Commonwealth of Massachusetts 544M1" Department of Industrial Accidents zr, `��° Office of Investigations t 600 Washington Street Boston, MA 02111 -�� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): HILL50M Cowl-g ,GTORy, Wt. Address: ion P Du rs l l 9 City/State/Zip: 17-N D&S W H b34 b i Phone#: 603- M- 3412. Are you an employer?Check the appropriate box: Type of project(required): 1.(4 I am a employer with :2® 4. ❑ I am a.general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. [R Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' [No workers' comp.insurance comp. insurance. 9. ❑Building addition required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I L❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp. insurance required.] *Any applicant that chseks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: 5 A 019 Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby.certi under the PRIM and penalties of perjury that the information provided above is true and correct. Si tore: a Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health. 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 09/16<2008 11:25 FAA' 978897,1.553 THE.:GETCiiELL COMPANIES 0 . DATE(MIDONYVYI . 09/16/2iDC8 .AMRQM 'xil—RT® tl. . PaooucER FAX' (97_AI�d97-15:'s$ TIi15 CERTIFICATE 6S ASS�lEC AS 6�MATTER��4PdiFORMATIs3N C979)897-7773 ONLY AND CONFERS NO FtIG'••ITS-UPON THE CERTIFICATE T OR The. Getchell IComoanies Insurances S&vices, Inc FIOd®EAt.YHAgCERTIFIGATI: ?3CESNOTAMEND,_ 973 Great Road, STaite 102 ALTER THE'CGIvERAGE AFFfJ DED NY :SHE POLICIES BELOW. P0.Box-944 NAIL� , INSURERS CavEE;r�GE S$OW r- MA 01775 -INSURER.AC St..Paul (ravel eP 5 - o®�� ... INSuRav Hillson Contractors IntC wauRER®. 3DK Striping, LLG INsuR6Rc: 1d3L.Route>I;l9 INSURER D: R .ndge,. NH 4346I °INSURHR E:: VERAdES THE 9E ISSUED OR THE POLICIES OF INSURANCE LISTED BELOW HAVE CON RACT OR OTHER DOCUMFNT WITH RESPECpTTO WHCHIT'5 CERTIFICATECY MAYSHAY OD INDICATED.NOTWITHSTANDING ANY REQUIREMENT;TERM OR CONDITION OF N MAY PErtTf1iN;.THE INSURANCE AFFORDED BY THE POLICIES DESCRISED HEREIN IS SUBJECT TO ALL THE TERMS.�XCIaJsION3 AND CONDITIONS OF 51JCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE 3EoiJ REDUCED•®� PAIp CLAIMS: p61JC'ERT•EGTIVG I 1 1-55 pIRATION I LIMITS, 1N$RIgAD33' TYRE ---------------- 9F 7NE:UA{aNCQ: PCJ614Y_NUNBER i. /Z - I �^+ _ tgNERAL LIABILITY tl.-CD-CD -IND-$ �SIOE,�2AO8 I gB O�./Z9�A)? of I,�cI:.aTc�r�r:I,ITE� .�;- � F�6,0 ! B i COCOmMERCIAL vENER41.LIABILITY 0 ikxp IAnY ODS 90-P) j :LAIMS MADE Ll 'f� "(JCC.LIR I j t i�taa;n;l r Auv IMUrl j o PE'Hoc )"AG,; t _ (10 €0(14 -I I GcN L.(i�_aE6!TE S.IWNT _- - I I (7LIC �61,--e""`� .•" vH`, �C` Bn`�. �aas�'_ ..4.'+4' M9�k, �. �'1 7 I -6 f��rlddFD SLC.LIMI [. A6JT0P�0°J-tLL°Jy611 TCC'eG-F AN,AUTO — i I FH D)LV INA)P-.Y. s �. ALL O'WWED AU .CI"ECIULCD r.L:TO . 1,91 OILY INJURY I . N ,k n , ITas f ! i a I•..,OPERTY DA'M(.i�e . (Pold eccldenk� 7 i L al TO ONLY EA,aCC10ENT I$ 1 rA<MOE LIA01C.ITY .. + I °4 ACC i 3 I 'I ANY�.ft4 AI TO OHL 4c>I S fE a n COURPr-NCE io15L� 6.®4YL-5u ��ar i/ 0aa � r�.�I.ZU i I Fat..E.^',SltFi,NPliliEtLuiJsaNatr ddn`d raF- i ';I: %e�'I a+ A' . J- I I �'- !4i•CU9i P.of",S tn9,Y1:�' j .. i - I - i� _ }�.4.m_--__.:'--�'.,I �. 1�,p� x 7.L6. .0 l �8. - 1fdublt aix3 "Jdi�1�IJo&+ C�PB:rf • ! it.y dl f.J `sl.r I_.-_—__„®�_3 '{i ,� j 'S14'[PHOF�d,L'YCGIJP7aEz,•�c k.Y-r,ilVk: 4 . tJF�`-(;EiU;AE;!£F'� t _iC,.� f - ': I �.�.,.� •!�rmFar r QL: Y LIMIT .. BI_..-:. .SPECIAL 1'R�JVI ,(�N.,Oriar,.a.,ny..... i d OTHEF? OF plsERl1410NS.1 LOCATIONS 1 1 EACLU510N5 ADDED fi9Y ENpOF25EWiEFJT i BPEOIAI.PAOV1210N8! - DESCRlPTION _ - E. - Cr CAT1=H—QLD - g�110UL0 AN`I Of THE A80VE DESCRIIIF:D POLICIES BE CANCFLLPO BEFORE THE.: EXFIRHTION DATE THEREOF;THE IMIIHGINSURER WILL FNDEAVOR TO NLWL lO DAYS WRITT EN NOTICE TO TI•IE CERTIFICATE HOLDER NAPdED TO THE LEFT; - SLIT FAILURE t0 MAIL SUCH NOTICE I••NAL L IMPOSE NO ORIJGATION OR LIABILI7V of ANY KIND UPON THE INSURER,IT5 AGENTS OR RJEEPRI ESENTATNES- . AUTHOR a@PR@SENTATIVE 4ATION 1908 ACORD 25(2001108) ` TOWN 09 BkRNSTABLE TEMPORARY CERTIFICATE OF: OCCUPANCY � f PARCEL ID 308 075 GEOBASR ID " 22044 ADDRESS 500 MAIN STREET (HYANNIS % PHONE Hyannis ZIP s LOST BLOCK "LOT SIZE DBA DEVELOPMENT DIST PT HY PERMIT 10268 DESCRIPTION MCDONALDS - 1'75 NORTH; STREET, ANNIS PERMIT TYPE BTCOO TITLE TEMP. "OCCUPANCY 4De:pa tment of Health, Safety CONTRACTORS: f and Environmental Services ARCHITECTS: . TOTAL FEES:_ BOND $-00 �NE CONSTRUCTION COSTS . $.00' Q� . 5 753 MISC. NOT CODED ELSEWHERE BARNSTA13M iMAS& OWNER WILL' IAM, STREET CORP ADDRESS 139 HIATHAWAY RD` NEW BEDFOR37 MA BUILDING DIVISION DATE ISSUED 09/11/1995 EXPIRATION DATE B169/18/1995 DIVISION APPROVALS FOR CERTIFICATE OF OCCUPANCY TO BE SIGNED BY EACH DIVISION HEAD UPON COMPLETION BUILDING:-®' . _ "' DATE: COMMENTS' PLUMBING: DATE: COMMENTS:' ' ELECTRICAL: DATE: COMMENTS: GAS: DATE: COMMENTS: CONSERVATION: DATE: COMMENTS: OKH: DATE: COMMENTS: HISTORIC: - DATE: COMMENTS' FIRE DEPT.: DATE: COMMENTS: OTHER: DATE: COMMENTS: TURN THISAN TO THE BUILDING COMMISSIONER AFTER ALL SIGN-OFF$ARE COMPLETED.A CERTIFICATE-OF OCCUPANCY WILL BE ISSUED AT THAT TIME. J Fes. .M ro _ 0 w 0 4- ri COMMONWEALTH DEPARTMENT OF PUBLIC SAFETY F ;;�:cretsn.-rsss�prrt�nf r n OF ONE ASHOORTON PLACE �a s s:cac.I�st:StptrAsuC;ag oz MASSAOl1IASETTB BOSTON,MA Mft L'sc> oa for rwvoslioa U cf iir:s 11::cwaa. LICENSE Q EKPIRATION DATE C 0 4 S T R. S U P E RVISOR CAUTIOloI 03/12/1996 -,pry RESTRICTIONS dCic9zo EFFECTIVE DATE EiC-No. FOR PROTECTION AGAINST NONE 06/31a/;993 018052 THEFT, PUT RIGHT THUMB g PRINT)N APPROPRIATE W I L F R E D H 14 A R C E A i! ¢ BOX ON LICENSE. $ 2P OSGOOD ST ?K E T M U E N NA 11844 BLASTINq—.0PERATORS `a+oTo m�wsrM+c oFR ora n T A4l7p--iwx PHOTO. 0. MIST a�LWML Sbe-N o f!r a AM C,,C LV HEIGHT- srowvEo-on.s�cn+nre<oF»E 0 q a: 00 ..4�..:G�_- a0Q�1Brf MU61 BE EIl3N NYrE x•t:rI :F lf1 I '' 'Y~' ( THE MOIDER 7�ME�N 'EMI- � T�'� FtFUIiM�BWES�f�NI�JfE rll� OD _�NrTwwenrrwrl Ger#DaFnr50CdewnoM� OD lfi e-I V v if) 05 i ID m � _ I I 07/05/1995 14:41 5086853852 MARCEAU CONST PAGE 02 06/20/95 TGE 15:59 F4X 617 329 8782 MCDONALD'S CORP 00STON �Ofy3 95/30/19M. 11;84 6173679651 BOURBEAU & BOUR t:AV PAGE e$ �OM/rMMNlttiil� o //lau9ac/aa9ar4�9 �f��r�rlNAr!OI��M11�jAf�Cil�lll�8 $00 �yWy 6044401 y.S601 Jemoa J.Ca flooen ��t.�, a:aaehae•t!h 0?!11 canetwaena Workers' Compensation Insurance Affidavit it Marceau Construction Corporation t Mwl�� a aef� wlth a grindpld Macs of bu6ness at: 28 Osgood Street Methuen, .MA 01844 9• do hereby cordfy tender tho Palhs and Penalties of perivey, that: i am ote 1IMP119"t providing workers' comptasacion coverage for my employees worklnc' on this I", American Policyholders' Insurance Co. WCC 1848700195 . 119stlrahce ompay policy iVweetber () i eat a sale *01pNetor and have 110 one working for me in any sepacity. atn a $018 pr®Primor, `iMral contrOCTer or homeowner (cirde she) and have hired the cohtractors filled below who have the following worker;' compensation policies: Contractor Insurance Company/Policy W"ber .Contractor Insurance CorMpany/Policy Number Contractor Insurance ampo"Y/Policy Number (D i am a ho"C wrner petforteipg all the work myself. unde►iWed Otte a coati of thll JUMI AI WOW(forded to At ofoce of InveRirations of the DIA!Or COW11e Y0►1Aredop and char follwrt to lecwrr goer,vfe a rtoolred'Mder Seneca I SA or MGL t!i can leaf to the rr,evsltien d(drA1Aa e0010et consutlnt of t ore or up to 3 I,SOoxa ruler ens rt�rf'iTprhOnment well o,4MI pendtite in the fo►rn of s STOP WORK ORDER 4ntt o Rne of 1 f oc,oa s dty,pins,me. Vgmed this vent -first _day of June , i>P95 r LiCtI1144 rMt0o Building Department licensing Beard selocttnawo Office Nealth Department TO VERIFY COVIMA49 INFORMATION CALL, 817,727.4900 X-003, 404, 405, 409, 373 I e Assessor's Office 1st floor Ma 5 . ( ) p �O Fs Lot 7S Permit# ,, _. Conservation Office 4th floor)) 41-A W � J�� "Q Date Issued Board of Health(3rd floor)(8:30-9:30/1:00-2:00) 0. 0 LkTb60 Sc'74T,�110 Fee 3 C), 5-6 Engineering Dept.(3rd floor) House#117) R►z re Planning Dept.(1st floor/School Admin.Bldg.) 1+0 Defi ' ' Pl pproved by Planning Board e 19 b o Fo Nu+' TOWN OF BARNSTABLE* Building Permit Application i>nJ. r Project ddress rvaP_Tg S►- �,, Village Yn ► I�c ,Owner \n/,L►_I AM S;. G,eP. Address i 3 I u A -1*AWAY Telephone 5IDJ/ c) k5-z- w 3t�pya2n, A4A o-z 7 4-( .Permit Request T� C�,�s - ,e, 41c�I n.jAL-t:. 24.NT- Total 1 Story Area(include 1 story garages&decks) 2 3 cis square feet Total 2 Story Area(total of 1st&2nd stories) square feet intimated Project Cost $ 2 30, 600 Toning District Flood Plain N/�(Zenac, C�Water Protection N/A . jot Size r 41 OZ rD Grandfathered ? ` ,Zoning Board of Appeals Authorization Recorded -urrent Use VAc_4,_)?- . Proposed Use ,construction Type Commercial f Residential Dwelling Type: Single Family_ i A. Two Family 'y ZA Multi-Family ,ry/* x ,:�.ge of Existing Structure /A Basement Type: Finished A;a listoric House IVA Unfinished 4114 e Old King's Highway Number of Baths No.of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel l>stS Central Air ✓ Fireplaces _,4 Garage: Detached. Other Detached Structures: Pool Attached Barn None Sheds } Other r Builder Information Name l � �5 r/Lr.ire,, �'. Telephone Number -1prI6 s - yf�>o_ Address Z&- rkGaog Ste. License# __ Di�fDS2 ,el �t Home Improvement Contractor# Worker's Compensation# ()/gL% 20 O/9 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO i SIGNATU DATE 7 BUILDIN ERMITAENIED FOR THE FOLLOWING REASON(S) Y� r f FOR OFFICIAL USE ONLY PERMIT NO. --#8836 _ DATE ISSUED July t2-, 1995 .e# + MAP/PARCEL NO. 308.075 500 Main Street ADDRESS William Street ILLAGE y Corp-.-; _ H aphis, MA 02601 c t f- OWNER. William Street Corp.i 41--, - 139 Hathaway Road- ' • J • .` ' - New Bedford, MA 4� r•. DATE OF INSPECTION: FOUN AT ON FRAME Rfl INSULATION �'a FIREPLACE ELECTRICAL: ROUGH FINAL r _ PLUMBING: 'jH FINAL _ � .. h 4 _ � 9 GAS: H FINAL �'_� ;xi FINAL BUILDI4g DATE CLOSED `. t ASSOCIATION iNAO. i °F ZHE The To wn of Barnstable * BARNSTABM • 9� "9 Department of Health Safety and Environmental Services ATEDtJIo'�A Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner CASE SUMMARY ZONINC`r DISTRICT B. ASSESSORS IYIAP#-XXXXXXX 308 DATE 7!1/98 ASSESSORS PARCEL # U75 PROPERTY ADDRESS: r 175`North Street `Hyannis MA 02601 IL _--.:-- -- OWNER(S) OF RECORD: McDonalds Manager: Jessie Doucette ALLOWED USE: Business CURRENT USE VIOLATION: Chapter III,Article III 4-3.7 (10) & 4-3.3 (1) HISTORY • 6/9/98 Spoke to clerk re: signs in window • 6/23/98 Spoke to clerk re: flags& signs • 7/l/98 Issued Ticket#49908 (Help wanted flag) Issued Ticket#49909 (Product signs in windows) • Note: The Town of Barnstable has had on-going problems with this location. y �r gxs308.075 TOWN OF BARNSTABLE BW Ordinance or Regulation WARNING NOTICE Name of Offender/Manager - Address of Offender r'' / C ' { 7` MV/MB Reg.# Village/State/Zip '1/1 t3 2�6 6 / Busine"s's Name f1 C OUP 4 < 6J 1 /411 /-Jram/pm;/ on /� ' 20 635 0 �/ ' Business Address _(/I -ty C �'� " Signature of Enforcing Officer Village/State/Zip Location of Offense 1V40 Enforcing Dept/Division Offense 4 r �- a 7 PA /y�r�c ,P.1` Facts Q A � 1_� � �. ,l"/ 19��� E •�;� 1�t� i„'/•�r This will serve only as a warning. At thisftime no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will' result in appropriate legal action by the Town. NAME OF OFFENDER DAD ` M 6 h' 19 1 ,0 D„n TOWN OF ADDRESS OF OFFENDER Al�� � � 7— BARNSTABLE CITY,STATE,ZIP CODE _ /� / �iNE►p MVIMB REGISTRATION NUMBER OFFENSE �6Ma �e O rED Mid► J LU '717 C h r d 72a 9 0, e z9 11v e z TIME AND DATE OF VIOLATION LOCATION OF VIOLATION W NOTICE OF /,' o O (tom•/ P.M.)ON y //S 20 2 k/ Al61z T ST Q VIOLATION SIGNATURE,eFJE PoRCINq�PER N� � C+! r� ENFORCING ��r _ _ BADGE NO. O llllllJJ CC..TT//�� ll IGr�� %1 i.- LU OF TOWN I HEREBY ACKNOWLEDGE RECEIPT OF CITATION X a ORDINANCE El Unable to obtain signature of offender. THE NONCRIMINAL FINE FOR THIS OFFENSE IS sf©G 00 W Date mailed w OR YOU HAVE THE FOLLOWING ALTERNATIVES WITH REGARD TO DISPOSITION OF THIS MATTER.EITHER OPTION(1)OR OPTION(2)WILL OPERATE AS A FINAL CL DISPOSITION WITH NO RESULTING CRIMINAL RECORD. w REGULATION a (1)You may elect to pay the above fine,either by appearing in person between 8:30 A.M.and 4:00 P.M.,Monday through Friday,legal holidays excepted, J before:The Barnstable Clerk,230 South Street,Hyannis,MA 02601,or by mailing a check,money order or postal note to Barnstable Clerk,P.O.Box 2430, a l Hyannis,MA 02601,WITHIN TWENTY-ONE(21)DAYS OF THE DATE OF THIS NOTICE. 4 22)If you desire to contest this matter in a noncriminal proceeding,you may do so by making written request to DISTRICT COURT DEPARTMENT,FIRST ARNSTABLE DIVISION,COURT COMPOUND,MAIN STREET,BARNSTABLE,MA 02630,Attn:21D Noncriminal Hearings and enclose a copy of this citation for a hearing. (3)If you fail to pay the above offense or to request a hearing within 21 days,or if you fail to appear for the hearing or to pay any fine determined at the hearing to be due criminal complaint may be issued a ainst you. ❑ I HEREBY ELECT the first option above,confess to the offense charged,and enclose payment in the amount of$ Signature ��►�r Town of Barnstable •P� _.n °. Regulatory Services rBMARMNSTAB MASS1 E'� Thomas F.Geiler,Director �prFCN1o'1►`� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 ` 7 Date 1 Address 7 n/O f r To Whom It May Concern: Our attention has been alerted to the fact that you are flying illegal 6 ""t'� contrary to the Town of Barnstable's Zoning Ordinances.The Town has a sign code which is explicit regarding flags. Section 4-3.3,Prohibited Signs(1)"Any sign,all or any portion of which is set in motion by movement, including pennants,banners or flags,except official flags of nations or administrative or political subdivisions thereof." Please contact me at 508-862-4033 when these flags have been_removed so that I can inspect the site.Thank you for your anticipated cooperation. Sincerely David Mattos Building Inspector QABUIIAING\WFRM\DMATTOS\Megal Flags.DOC. i q 1 i E4/ 15/04 McDonald 's North St . , Hyannis t I Oi0o x g_ r d 6*00 ' Y r i yy ' -,.� � i w �.,��r, 'x r � � ".45.'�� vLSµ"Q�.�.�Vu I.wu �� .'., ry(.N O^Jle y �}WSJ .p�,ivaf •.�' f' �i PA y" rA+'Y"'rvT+M u., ,yyy a4 'T fififi x'� _ o ? % r N a� .. L r . I ' 1 4/ 15/04 McDonald s orth St . Hyannis _ k. t r .'i.rr��, � — i,� - r,r r .,:. •C�:�c .wr„f��'"�i ""Rf•�� � ,.�?�:y� ,�..,.au � y G, !�y,.� �4� :o, �+�' 'N : r"'�"��.'=�-�- .i+" •..w�". �C"'.''���..,-�,"' �,�.. �.�' ...�""° <,�""' Tom"" I�' it N' :nvP' 1 xz l� i.� �•�^,dfTf&r ..�'`':,� ,� �XYYM' -w, _1�I'� .�' (� �}1 w x � � y, e . . 4 a �. _ , P i enn� +y b Z 14 f r , , d � � w r � ` �'!e �omnco.zu..ea/ o� aadac�uaeka ` iw SOARD OF BUILPING REGULATIONS LicenseQNSTRUCTION SUPERVISOR Numbef'; 060474 Ct 0 �4 Tr.no: 1999 f � a _ Rear ii~fec � r.. IT ' JEFFRY P G[OR,D 826 WILLARD ST# QUINCY, MA 02f69 ' `- ° j AdmFmsfrator ` I , , 1 Hyannis Main Street Waterfront . i Historic District Commission 230 South Street " Hyannis.Massachusetts 02601 TEL: 508-862-4665/FAX: 508-862-4725. Application to Hyannis Main Street Waterfront Historic District Conunission in the Town of Barnstable for a CERTIFICATE OF APPROPRIATENESS Application is hereby made, in triplicate, for the issuance of a Certificate of Appropriateness under M. G.-L Chapter 40C, The Historic Districts Act for proposed wont as described below and on-plans, drawings or photographs accompanying this application for. PLEASE CHECK ALL CATEGORIES THAT APPLY: 1. Exterior-Building Construction: ❑ New Building Addition ❑ Alteration . Indicate type of building: ❑ House ❑ Garage Commercial ❑ Other 2. Exterior Painting: ❑ ,3. Signs or Billboards: ❑ New sign ❑ Existing sign ❑ Repainting existing sign 4. Structure: ❑ Fence ❑ Wail ❑ Flagpole ❑ Other 5. Parking Lot: ❑ New Building ❑ Addition ❑ Alteration (Please see the guidelines for explanation and requirements) TYPE OR PRINT LEGIBLY DAB ASSESSOR'S MAP NO._ 3y,� ASSESSOR'S LOT NO. 7,T APPLICANT c� p �� r,p TEL. NO. APPLICANT MAILING ADDRESS 6096 ��n 4dn ADDRESS OF PROPOSED WORK PROPERTY OWNER ,&10_MI�41-Pd Iaf16 TEL.NO. OWNER MAILING ADDRESS CAI FULL NAVIES AND MAILING ADDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public street or way. This information is best obtained at the Town Assessor's Office. (Attach additional sheet if necessary). CCU 7vac_A2� 4 e: AGENT OR CONTRACTO TEL. N ,�Sll-� g•l4�� ' ADDRESS - DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done, including detailed data on such architectural features as: foundation,chimney, siding, roofing, roof pitch, sash and doors,window and.door frames, trim, gutters- leaders,roofing and paint color, including materials to be used, if specificatio�\o not accompany plans. In the case of signs, give locations of existing signs and proposed locations of new signs. (Attach additional sheet, if necessary). JC VL)-4e Signed Owner-Contractor-Agent SPACE BELOW LINE FOR COMMISSION USE Received by HMSWHDC Date Time This Certificate is hereby ,rdMA By Date J c52,. Signed UYIPORTANT: If this Certificate is approved, approval is subject to the 20-day appeal erio provided in the Ordinance. CONDITIONS OF APPROVAL: Proposed Addition McDonald's Restaurant 17.5 North Street Hyannis,MA 02601 Map-Lot#: 308-75 List of Abutting Owners: Map Lot Owner Address 308 74 Bassett Limited Partnership 250 First Ave.,Ste.200,Needam,MA 02494 308 76 Richard Haskell 35 High School Road Ext.,Hyannis,MA 02601 308 77 First Baptist Church Main Street,Hyannis,MA 02601 308 84 Hyannis Motor Inn 473 Main Street,Hyannis,MA 02601 308 91 Kindred Reality Trust 284 Main Street,Centerville,MA 02632 308 92 Ken and Robert Mitchell 37 Cabot Street,Milton,MA 02187 308 93 Narinder and Paramjit Thind 68 Wagon Lane, Hyannis, MA 02601 308 262/262 William Street Corp 61 No. Front Street,New Bedford, MA 02740 309 212 Michael J. Murphy 130 North Street, Hyannis,MA 02601 309 226-1 Stephen B. Shaer 863 Cresent Street,Brockton,MA 02403 309 227 Coffman Reality-Sharon Fonte 1301 Belmont Street, Brockton, MA 02301 309 260 Burger King—Tax Department 17777 Old Cutler Road, Maimi,FL 33157 HYANNIS MAIN STREET WATERFRONT HISTORIC DISTRICT COMMISSION *** SPECIFICATION SHEET*** ADDRESS OF PROPOSED WORK f AJ', J FOUNDATION (//11 a,� ��� SIDING TYPE S4xM , COLOR <3 CHIMNEY TYPE 1V t A COLOR ROOF MATERIAL—TZ tAS, ' 'MagLVOLOR _ PITCH A WINDOW- COLOR TRIM COLOR l %n DOORS_Nn �Q. COLOR SHUTTERS GUTTERS_ Q� DECK_ GARAGE DOORS �l COLOR NOTES: Fill out completely, including measurements and materiaWcolors to be used. 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'�Lr % YltJ^IGJL010 S X N V Y ty h sWY \.r.,,v r:....r♦+.2 r.... .N,Y• ...... -..4. la,•...-.. .h ....r.. :..::•. •• ... \ wn♦,.;.;. .,%:?..:iT;:vNx•.......v..:.-.♦v:{ .,-vn:'. Yam\ t,`:-,�:,�.•. .B.•Y.RS ..R.•:i♦•x "AY::iv. - OtY%•YT'+':Lay�y/� Y..... J�$QY:7T% iiG .+r•%•^•.i• .... .T}:•4^,N.. } ..K .... :R'y vr� npo1,S00o0 and/or Fameeto Boom eoreapa� � on.patai hgprt=® a wen a Chn peaaitln to tba form of a s wr Wcim ORDER aai a Ima oli100.o0 a dad apimt rae.I tha!a oop�of this�temmt�7�forwarded to tha OIDee of Iamtl=atlom o[t�DlAfor e�ia+� - I do hereby P P 0lP4*7 o dw p�°'R Qbays ii oz�c mid carrad —7'7 Pbm print ofacLA use ent[ do not writs m atsa to b.eomPteted b7 dh or tows o@dd ❑ t dty or town: Curzill�Board ❑cha kif l=edLate response is required psdeeonea'e Omu ' ❑HesithDeparaaes� eontaetperson• Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for th--z eraplovees. As quoted from the "law", an employee is defined as every person in the service of another under any cort4 of hire, impress or implied, oial or written. An emplover is defined as an individual.Partnership,association, corporation or other legal entity, or any two or more of the-foregoing enzaged in a joint enterprise, and including the legal reeadatives of a deceased employer, orthe ra:.'n'er x pres trustee of an individual,partnership, association or other legal entity, employing=ploy=— However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do ma fi=:ar, , COnStiaCti=or repair work oa SU&dwelling house or on the rrrn_ris C.- building appurtenant thereto Shall not because of such employment be deemed to be an employer. MGL chap ter 152 section 25 also states that every state or local.licensing ageney.shall withhold-the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.covemP required. Additionally,aeith the ca�monweaIth nor any of its political subdivisions shall eater into nay contract for the performance of public pro mrntil of this have been eared to the acceptable evidence of compliance with the insurance requires chapter P� - authority. , Applicants Please fill in the woria=' compensation affidavit completely,by cbeckin the.boxthat applies to potrr and supplying=mpaay names,address and phone numbers along with a of insurance as all affidavits maybe submitted to the Department of Industrial Accidents for ofinsur==�g . Also be sure to sign and date the affidavit The affidavit should be.remmed to the city or to the application for the permit or license is being requested,not the Department of Indust dal Acddeats. Should you have nay Questions g the"law"or if you are require to obtain a workers'campcnsatioh policy,please cin the Depnr meat at the number listed below. d City or Towns _ both of the • artmeathas provided a ace at the . Please be sure that the aff lavit is complete and printed lady. The f� ! s! affidavit for you to fill am in the evcatthe Office of has to contacty� � be �e be sure to fill in the peimitlliccase number which wfil be used as a refetmcx m ni iaber. The affidavits may be rcuanea t^ the Department by mail or FAX unless other arrangemeats have beeamade. ne pica of Investigations would Imke to thank you in advance for you cooPem==and should you have any questions. please do not hesi=to give us a call. 22 The Departrneat's address,telephone and fax nuumber. ; > . The Commonwealth Of Massachusetts Department of Industrial Accidents GMce of lavastfDaticns 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 7274900 ext. 406, 409 or 375 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# 1 Health Divisior ! ��' ' �'�/"�_ Date Issued A c�26!!"��,D Conservation Division Application Fee L5. Tax Collector` 00 Permit Fee 7 r Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Stree Address I�r �� s Village Owner C 9 s Address 6127dr- �✓' /ter Telephone Permit Request w Vf Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 0.0 0 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family Cl Multi-Family(#units) 4 Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of.Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑nm size.. c_-) Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: r CD W , Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ < Uny xs Commercial ❑Yes ❑No If yes,site plan review# ; _ wA Current Use Proposed Use ` w r— _ rn BUILDER INFORMATION Name 4EE-1 - Telephone Numbe(0 Address 232-to c,JiC" _ License# 040q TA Home Improvement Contractor# Worker's Compensation# W(er2� 1y}-C3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY , pr. PERMIT NO. ? ,S DATE ISSUED MAP/PARCEL NO. ' ADDED° VILLAGE OWNER DATE OF INSPECTION: o ruT• wys FOUNDATION FRAME 9 AX zo 3 r INSULATION FIREPLACE i T I r _ ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH ' FINAL t GAS: ROUGH' Vo 'FINALFINALBUYiLDING 3i OA WOE eiAP y DATECLOSED OUT'+ ASSOCIATION PLAN NO. 1 t�4 � , F L TOWN OF BARNSTABLE PERMIT .EXTENSION GRANTED — EXPIRE 'L �s1 PARCEL. ID 308 075 GEOBASE ID 22044 �LA) eADDRESS 181 NORTH STREET HYANN I S LOT BLOCK. D g—d ' DBA DEVELOPMENT — — --�-- - PERMIT 672.05 DESCRIPTION ADD 4 x. 1B TO DINING W /-DRS & GLAZING PERMIT TYPE BREMODC TITLE COMMERCIAL ALT/CONV CONTRACTORS: DEVELOPEMENT INC Department of ARCHITICTS: PERMIT EXTENSION GRANTED Regulatory Services TOTAL FEES: $367.80 BOND $.00 d CONSTRUCTION COSTS $48,000.00 �1► 437 NONRES./NONHSBP ADD/CONV 1 PRIVATE Mass. BU D IVISI N DATE ISSUED 02/26/2003 EXPIRATION DATE Y THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND THIS CARD KEPT POSTED UNTIL FINAL.INSPECTION WHERE APPLICABLE, SEPARATE P 1.FOUNDATIONS OR FOOTINGS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR 2.PRIOR TO COVERING STRUCTURAL MEMBERS ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.1NSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 i 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 5 , 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. 08/21/2003 11:17 5082857799 MJ DEVELDPMENT INC PAGE 02 i DEVELOPMENT, INC. 184 West Main 5t'eet(SUITE A) •Norton, Massact►usetts 02766 _► I TFL. 285-777.9 I=AX(5as) z8s-a7ss August 21.,2003 I Hym-mis Building Department (7) 7^„ Attn: Tom 6 Perry 6C 181 North St. Hya2tnis,MA Re. Building Permit Extension Mi. Perry I would like to respectfully request an extension to an existing building permit. The permit was issued on 2/26/05 a;,d witl currently expire on 8/26/03. The property owner delayed the start of the renovations, but would like to start in mid September;so would it be possible to extend it through the end of.Octob1r. 1 am enclosing a copy of the permit for your reference. Please do not.hesitate to call me directly at(774)218-0981 if you should need any it rther information or clarification. Thank you for your co, sideration of this request. Sincerely, 4;L'ti' Jeffry Giord.axti Vice-President,MJ Developnwnt,Inc. , I GENERAL CONTRACTORS• CONSTRUCTION MANAGERS COMMERCIAL- RETAIL• INDUSTRIAL MEDICAL 08/21/2003 11:17 5082857799 MJ DEVELOPMENT INC PAGE 03 YD 308 ('1Y5 A- T I f VV 4t T', I"N T VERMTT YY} 81!.VTT'-51 10 CONTR A CT()I bl f,)1i:1t I i:1 ![1'pJ'J' I Pff Department of Regulatory Services TOTAL VYE1U;- flPP;"-1 'Ple'Nil 1."'K}' A ".WV I �I v!�'i'i�; BUILOING tAVI I N BY T)ATY 1 !7}11F1101 THIS PERMIT CONVEYS NO RI0HT TC OCCUPY ANY STREET,ALLEY OR SIDEWAU OR ANY PART THqPIEOF, EITHER TEMPORARILY OF PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY.NOT SPECIFICALLY PERMITTED UNDER THE OUILDiNG CODE,"UST BE APPROVED By THE JURISDICTION.STREET 08 ALLEY GRADES AS WELL AS0E-PTH AND LOCATION OF PUBLIC SPWEFI$MAYBE OBTAINED FROM THE DOARTMENT OF FLIOLIOWORSS,THE fSSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBOIVIS10�RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS ReOLIFIED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON I AND WHERE APPLICABLE, St:PARATE 1.FOUNDATION$OR FOOTINGS THIS OASO KEPT POATF-�)UNTIL FINAL INSPECrON PERMITS ARE REQUIRED FOR 2.PRIOR TO CgVr:PIIN(3 STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU, ELECTRICAL.PLUMBING AND MECH- (READY TOLATH). FANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE] ANICAL INSTALLATIONS. 4,FINAL INSPECTION BEFORE OCCUPANCY,_____j I V&r OUILOIN*INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS -t—ELECTRICAL INSPECTION APPROVALS 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHEk SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME HULL AND VOIO IF N- INSPECTIONS INDIcArED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK 15 NOT STARTED WITHIN�l six CARD CAN SE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUCT- ISSUF - MONTHS OF DATE THE PERMIT 15 _D AS TELEPHONE CA WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. i tIHVE lti Town of Barnstable Regulatory Services BAINSTABLE' ") Thomas F.Geiler,Director 9�A ibgq. ,0� �EDMA'�A Building Division Tom Perry. Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 June 27, 2002 Attorney Michael Ford PO Box 665 West Harwich, Ma 02671 Re: SPR 038-02 McDonald's, 181 North Street, Hyannis Proposal: Addition consisting of 168' sf Dear Attorney Ford; As you may recall the aforementioned project was initially entertained by the Site Plan Review panel on May 30, 2002 and remanded for additional information. Since the required information was submitted in time for our staff meeting yesterday, the panel had an opportunity to reconsider the project and take into account the supplementary . information. Subsequently, the Building Commissioner deemed the project approvable. A signed plan is on file identifying the `bay additions' and noting a revision date of 2/8/02. I, also,respectfully remind you that the total seating capacity is limited to 49 per the Board of Health, as a greater number of seats would necessitate additional restrooms. Sincerely, ubrf►t�� a�' Robin C. Giangregorio U Site Plan Review Coordinator GENERAL NOTES : ' •* 1 1 I Eli I !,_D I NG DRAW I N6- I NPEX M CV Cover Sheet SITE .4; CIVIL BUILDING INFORMATION : PARKING ACCESS PLAN ( 1"=409 4 ALTA/AGSM LAND TITLE SURVEY (1"=20') STRUCTURE: 0-1 GENERAL 4 LOCATION PLAN G-2 SITE 6RADIN6 4 UTILITY PLAN WOOD (2xb WALLS/MOOD I-JOISTS) L-I LANDSCAPING PLAN SD-I STANDARD SITE DETAILS a UTILITIES: SD-2 STANDARD S I TE DETA I L5 12 SD-3 STANDARD SITE DETAILS1 50-4 STANDARD SITE DETAILS r. }.,; for 6A5 UTILITIES, GAS COOKING, GAS HVAC 50-5 STANDARD SITE DETAILS BUI DIN6 CODE: ARCHITECTURAL . BUILDING GODS EDITION- MASS. BUILDING GODE, 5thEDITI N - -180 CMR MECHANICAL CODE EDITION, MASS. FUEL, GAS, 4 PLUMBING GORE - 248 GMR Al Floor Plan, Door 4 Finish Schedule r _ - _ A2 Elevations Iohs HYANNIS9 MA Y ELECTRICAL GORE EDITION: MASS. ELECTRICAL GORE 52l GMR A3 Detail Sheet PLUMBING CODE EDITION, MASS. FUEL, GAS, 4 PLUMBING GORE - 248 GMR A4 Noll Sectlo ns 4 Detal Is A5 Wall Sections 4 Detalls BU I LD I N6 DATA: Ab Wa I l Sections 4 Deta I t s OCCUPANCY, USE GROUP A-3 A-I 5ectlons 4 Details CONSTRUCTION TYPE. 55 A8 Large Scale Restroom Plan, Interior NUMBER OF STORIES, I Elevations 4 Back-up Support Plan - A9 Exhaust Chase Sections, etalls 4 BUI D LDIN6 HEIGHT, W-W' Roof Plan NUMBER OF SEATS,. 42 6RO55 BUILDIN6 AREA: . STRUCTURAL GROUND FLOOR, 2100 S.F. (CONDITIONED) FREEZER/COOLER, 205 S.F. (UNCONDITIONED) 51 Foundation Plan TOTAL. 2305 S.F. 52 Roof Framing Plan Dr5IGN LOADS: 53 54 Details,4Sections, 4 Notes ons ROOF LI VE LOAD, x PSF MEGHAN I GAL HIND LOAD, X P5F ( MPH) SEISMIC ZONE. X MEPI Mechanical 4 Electrlcal Roof Plan Og SOL BEARING CAPACITIES. X PSF (PRESUMED) MI HVAG Plan, Diffuser/Air Balance m Schedulestog, 1U K L 1 FE SAFETY SYSTEM: M2 Deto I Is '—' if SF'R[NKLED. YES X NO PLUMBING � ;. a EMERGENCY LIGHTING: _X_ YES NO < 46'. 1 EXIT SIGNS. x YES NO P1 Rough In Floor Plan IFIRE ALARM SYSTEM, x_ YES NO P2 Riser Piping Diagrams PAt1IC HARDWARE, x YES NO P3 609 Piping _ P.%,RK I N(S SPACES: ELECTR I GAL REC1lJIRED, X El Rough In Floor Plan �� =S n PROVIDED. X E2 Panel Board Layouts/Riser Diagrams O "�< u u RE6ULAR, X E3 Lighting Plan ■` ns'm< W.I HANDICAP, X E4 WlrIng Details 4 Schematics V o_ igpl , a TOTAL, K I TGHEN EQUIPMENT y669R9R NCg- o KI Equipment Layout ®E- a i Q� �" u Z d) 0 HIM F F VICINITY MAP : N SYMBOL LEGEND : I ELEVATIONS D IN!TlT A4 1/4' 1'-O' DFIM110 TITLe ,,a xcTtw Twa �• m . •• AT PARTIAL SWTIw KkW N i DlTAIL/VIiC y h RP ELEV � e.evATlan 11AMc A . • O DOOR KJMW LEGAL DESCRIPTION: DIr+I® Raw,WM a'K#EM F � i ® secuRl T'oPB�lltl p �� MID LINE I, LOJER — 6A5 Will .i t AUNTIVO ®� RTy a RB-f 74 I NOW or FORMERLY f `\ BASSETT LIMITED PARTNERSHIP AspmALr LET 4 i ASFMLT PAVIDI@/T I AREA SHOWN AS *WAY. RI I LOT /3 PAONO LOT ON LAN 190-H PLAN _ 2.7 AREA OF PROP�� MCDONALD S L.Q CEar 127869 f 7a LEASE VICINITY MAP � sACE: r — eoo• 1278a9 L O T 29 LC-XOFi.F W 6Z I!CjQi �Q�t PfU?127NN7B B'793 f�=LA O-T 28 D s s CDR T o'14 eC ctS- ZLaOTr EXr U� ROAD ---------� CtI N*. 1OB732 O O ^,�► ma o 3aww04 ( NOTES: - 1. FIELD SURVEY BY ELECTRONIC TOTAL STATION. ?. FOR DETAILED INFORMATION ON THE PROPOSED MCDONALD•S LEASE AREA, SEE A PLAN ENTITLED ALTA ACSM»»L,AND 7171.E SURWY AT LAND IN ONE STORY MASONRY ROADS BARNS7ABL�HCOUNTY,�PREPAkEDN FOR McDONALD�S HIGH CORPORA�TION, RETAIL /DING n� S7RC / LOT 3O SALE: 1'- 20. JANUARY C 1995". BY THIS OFFICE. i A90IALT PAmmmr J. 711E POR710N OF PROPERTY LINE SHOWN AS CON77C000S WITH LOT 14. PAmoNc LOT / J'J HIGH SCHOOL ROAD EXT. ?RUST, IS FENCED W/TN CHA/NL/NK FENCE O ALONG THAT LINE. 4. AREAS SHOWN HEREON AS ASPHALT PAVEMENT-PARKING LOT- ARE r^ 73 O USED/N COMMON BY THE GENERAL PUBLIC. V 1 ONE STORY MASONRY a. LOCUS PARCELS(REGISTF.ERED L075 27, ?a, 29, 30, and THE 'WAY ASPHALT PANT r cli LOT 30 RETAIL BUILDING PiVtlma Lor STAND/N F o NAME Oo NILLIAM STREET CORP. AS SHOWN ON TRANSFER / CER71FlCA7E o/TITLE No. 1?7889. LOT 30 LC PLAN 11/90-H - --__ " INO/CAms CURB-CUT ACCESS POINTS LC LUI PYU UN 15190-D j 74 T /NDIA7ES LAND C00RT LOT NUMBER AS DEP/C7ED I OcE TRUST ® b ` LOT xx TRAN�R�7IFl ATE of T nZ No,T DECREE PLAN No. 1127B69 AND ' 1 L.C. CERT 727188 r^ 8 y h,J I m of ♦ -------------- LOT LOT 30 n 1 LOT'C' t-ACCEW WAY— 1 LC PUN 15190-C I h Na aesN H 1 74 ASPHALT PAYDYWT De:C TRUST Z PAMONO LOT ONE STORY MASONRY 1 L.C. CERT 127188 Ef RETAIL BUILDING I ASFWALT PA%CWRN PAATONO LOT coMy....• i �,.50• nwNBB""m �l Rev. APR/L 10 1995 tea w s 4o MODinED PROPOSED DEMISE AREA oONaNE1E G1/RB - yy g . MAIN STREET �NED U�OLAR'LAND COURT LOT NUMBERS PARKING ACCESS PLAN AT LAND IN °oJ BARNSTABLE, MA (HYANNIS DISTRICT) HIGH SCHOOL ROAD and NORTH STREET h =0 ZW N O MAIN STREET and BASSETT LANE 4y ®IGF/B RN T BLE ASSESSOR'S iAP308 = PR�R' McDONALD'S CORPORATION r rrww 0 40 eG 120 ` SCALE Ftsr GOLDEN LAND SURVEY INC. SCALE.• 1• = 40' F/LE. HYA6B.OWG �+ mOUW, Rev. A RI 17, 1995 PLYMOU/H,AN 02360 Rev. APR/L 10, 1995 GLS 194-197 Rev. JULY 1995 O / O AUN BETrYS 1 POND • 7�,1 ► AOIAS. 4yOUl os D ; Q Rb10 C� J PROPERTY DESCRIPTION BEGINNING AT A I/E'STEEL ROD AT THE SOUTHERLY RETURN OF THE SOUTHWESTERLY . r INTERSEG NI OF NORTH STREET.A PUBLIC WAY 40'WIDE and HIGH SCHOOL RDAG A I'a 1f ASSE - PUBLIC WAY 60'WIDE i i I �M1 Ib i THENCE S 16'36'Ed E ALONG THE WESTERLY SIDELINE OF HIGH SCHOOL ROAD. 7E.06' 'PAItlONO LOT A � ,lxo 1 70 A S/d IRON PIN CAPPED'PLS JJS64'AT REGISTERED LAND STAND/NO/N ME NAPE $ q I I Sd RO 1� OF RICHARD J.HASKELL and JOHN A ROONF TRUSTEES OF THE 36 HIGH SCHOOL ROAD4,•rlgA'% HI S 1 WE&ION TRUST.AND BEING SHOWN AS LOT/4 ON LAND COURT PLAN 16190-5 ,4' THENCE S 71S/'40•W BY SAID TRUST LAND. 120.00•TO A CONCRETE BOUND WITH j JOB L I I j I 'BURGER MNUY OMLL HOLE AT REDSTERED LAND STANDING/H THE NAME OF THE WILLNAI STREET I CORP..AND BEING SHOWN AS THE INTERSECTION POINT OF LOTS 97 and 26 ON{AND COMYEROAI'�jRfTA/t COURT PLAN 1B190-fC BUILDING ON THIS LOT ��� WIL.tMM STREET CORP. iTHENCE N I6•JB•EO' W BY SAID WILLIAMS LAND LOT 27, /1E.LW'TO A 0/8'IRON PIN 7' Wi Ih ��1 CAPPED'PLS 33664E ON THE SOUTHERLY SIDELINE OF NORM STREET A PUBLIC WAY 40• ! i ,WIDE AS LAW OUT IN 10961 021 g. .!' ,� ; ' VICINITY MAP ,f'__----------N Lunar W__�1 -----------_''' I oe SCALE: 1' 800, THENCE N 7T 1OINT E ALONG SAID OF THE O THERLYE OTT TO A I/Y STEEL ROD M1 W a WFLLbW STREET CORP. SOUTHW THE POINT OF CURVATURE HI THE SOUTHERLY NORTH STREET S/OLLNE AT THE TRANSFER CERTIFICATE 'I 9' SOUTHWESTERLY DNIE7PSBCTION WITH IHONf BCHoo/.READ: of TIME 127809 AALL 1 AREA THENCE SOUTHERLY ALONG A CURW TO ME RIGHT HAVNO A RADIUS OF JO.00'.A PAI�EY r �1 76 4197 SSaa FL W CENTRAL ANGLE OF 64.OT'00',A CHORD LENGTH OF 40.17.A CHORD BEARING OF r�l n' 0,0Y ACRES i S y. j ^ S 60•39 D0'E AN ARC LENGTH OF 4COI'TO A 1/2'STEEL ROD ON THE WESTERLY SIDELINE OF N/GN SCHOOL ROAD AND THE POW OF BEGINNIND. p��e,'1 11 L07 26-LC PLAN/6f60 N AWND''• ,� CONTAINING IZ,ItTI SD.Fi., MORE OR LESS, OR O.s69 ACRES,NOR£OR LESS LOT 11-LC PLAN 1616E B ® ® ® ®s7 IeJeELY w /fa.lo' S 1 a R x7 THERE APPERTAINING TO THE ABOVE DESCRIBED PARCEL A J0'WIDE ACCESS STRIP ® T LOCATED AT THE WESTERLY END OF THAT PARCEL,AND S DESCRIBED AS FOLLOWS` BEGINNING AT A AAr IRON PIN CAPPED'PLS=W AT THE NORTHWESTERLY CORNER OF I I 1 1 TO MODOMALD'S CORPORATION AND ms TALE INSURANCE CONPµY.. THE PRENOMY DESCRIBED PARCEL,SAID PIN BOW S MS'4Lr W 6161•PROW 7HE - dA9PNALT " B I THIS S TO CERTIFY TINr 7HS YAP OR PLAT AND THE SURVEY ON WHICH IT POINT OF CURVATUREAT THE SOUTHWEST CORNER OF NORM Sr..and NIGH SCHOOL ROAD: AYVflflMVOBVVr I 4 ! 'p m S B4SE'D WERE MADE(1)IN ACCORDANCE WITH'ANNUM STANDARD DETAIL THENCE S 16'J6II0'E BY SAID PREVIOUSLY DESCRIBED PWRC£L, I1260•7O A PLPOINT7Q6 , I I I 1 q AND ADOPTEDREQUIREMENT BOR ALMA M LAND TDBE AOLM46 AND INCLUDES/TEAS 6-11 O e u ,�' d_ !° OF TABLE A THEREOF.AND(0)PURSUANT TO ME ACCURACY STANDARDS(AS AT LAND of TITHE w/LLNY STREET CORP.SAID LAND BEND SHOWN AS LOT E6 ON LAND Ja NIGH scNDot ROAD a°'�' AREA I O ADOPTED BY ALTA AND ACSU AND/N EFFECT ON THE DATE OF THIS COURT PLAN r6160-Ik EXTESION TRUST o TRANSFER CERTVACAM I C£RTIFTCA7WN)OF AN URBAN SURVEY. ,tl OF . of TITLE I17066 O AOm9 !3' 1 �. THENCE S 7TE1'10'W BY SAID WItlNMS LAND LOT N. JO00'TO A PON/T YD+1 I L� •J* THENCE N /6•JB',w W, 114,63'TO A POINT ON ME SOUTHERLY SIDELINE OF NORTH N LOT Z9 W ' oe - . LC PLAN 16190 H T, 9 I 1 - q? I •• ,,� . I j R /aama M THENCE N 7TJ35 E D SAID SOUTHERLY SCELIN&J0./6'/O A 6/d IRON PIN I 4' ,�S CAPPED•PLS 33664E AND THE POINT OF BEGINNING. 1'�AOEJ,�o L ,p I I ,p°e I .�R. Hr L CON/AIMNO 4422 SOUAR£FEET,MORE OR LESS OR 0.079 ACRES, YORE OR LESS. i I ' aY u !,a vAT 2 I I it RESTAURANT "S'AK�1pb .. 1 STORY BUILDING (DENTIST OMILV 4 .�1AL� as. /%OII� ' I UNDERGROUND UTILITIES WERE COMPILED FROM AVAILABLE RECORD PAEf/T I 1 . PLANS AND PAROLE EVIDENCE SUPPLIED BY UTILITY COMPANIES AND j .D�,wpj� y�3 PUBLIC AGENCIES AND THEIR LOCATIONS ARE APPROXILNTE ONLY. �i�1 Sj I a 1 !°' MERE MAY BE UTILITY LINES OTHER hNN THOSE INDICATED ON THIS 9 ��►f" F 1 _ PLAN,AND NO GUARANTEE is WADE REGARDING ununis NOT P B 1 9'? q. DISCLOSED N RECORD'RESEARCH. BEFORE DESIGN AND CONSTRUCTION. E TO CB !" S U01 POL lJ 1/ PN O a., I,s 1 0 CONSULT T µ I6•JB70•E 994.44E PER PUBLIC LMUrY AGENCY AND CALL'DID SAFE' - . S `.... /L�g�•JQ f7 1� T ZON. /NG $MHO a R INFORMATION ��may" � PARCEL IS ZONED BUSINESS'e' I iE THIS FARCE LIES WITHIN ZONE ZONE- -AREAS of MINIMAL, PTBA`' FLOOD PROMP (R O / I I re INSURANCE ROOORAIT�T"£/NSUNav�RATE LNP NUMBER SIDE a, --'� ��--------_____10'SNarARY SCWER_. —'se9' -'----_.!!e, 'ff!___ ___'fi e_ �� ___ 'I I LQj46H/I-0EY SEV� 96000I 0005E REVISED AUGUST 19, 1986. mu. HIGH SCHOOL __ RO_A_D__�____ I-q1 b�1 WAX.BUILDING NEIOfIT�JO• 71 EVIL LOT tXMR1QE I(/A •.._-_._is�''iwiimi PAIN._._._._._._._._._._._-.-._.PUBLIC-EO'IITD£E j .r4 __._._._._._._.-._._.1 ._._._._._._._._._._._._.- ?937 TOWN LAYOUT 1E'WATER YNN / I j ,,?M1 y.✓ ✓ .M1 / e e9 iM.,' 7a7 �T ' 1 1 CURRENT OWNER: j W/LLNAI STREET CORP. 139 HATHAWAY ROAD STATION NEW BEDFORD, AN 02M STATION - I I j 1 I AL TA/ACSM LAND TITLE SURVEY I. f� E SURVEY BY EC/ROMIC TOTAL STATION ON DECEYBER 27-d 24 I i 1 AT LAND IN 2. THLS PW,RDEL STANDS N THE NAY£of WILL"MEET CORP A9 1 TI TLE SHOWN 99 ON T BARNSTABLE, MA (HYANNIS DISTRICT) RANSFER aREE M. T7669.AND S BHOWN As LOT ON LAND COURT DECREE PLAN ISI60—H. J. PARKING SPACE LINES ON THE s/rE ARE FAL7EO �s IV P,wLOT NUMBER NORTH STREET and HIGH SCHOOL ROAD BARNSTABLE COUNTY 4 THE ENTRVaC£70 THE PARKING AREA WEST OF THE SRC S/N VERY SAD CONDITION. D °° oR m McDONAL D'S CORPORATION GOLDEN LAND SURVEY N"c' SCALE.• la = 20' FILE: HYA6.OWG 96 JORMN ACID anvot/T�-IYA 02360 JANUARY 9, 1995 GLS j 94-197 (JO6)746LT80 MIR I.tN:RMO &ABBRBYIATTON3 g g I I I I GENERAL NOTES 1 ffi�II14 A TREE P MLFK NCA1 aCR A M ND SS M in M am CWRACTOL 9• �I� I W I mCQNMX`AND WRING AR""a mRAL�ITMDIat •' eeOeeeReeeeKe IImOF I� O 1 I I I 1 • 1A=AM ONOR mm COMMIT.ANY_m ION Au.OTHER IIIOA w w M CRIOAL W ,vA 1 b uTNNTY►DLO a H I 7s • "iirwiolu•Ir"DID a wiR" mrtR�ACTa uaNr- IIRLrEr p LWT POE R Iry MANSFERS RTlFf�CA�TE I I DIG rDnla•MR•PO.S•COMT.M VODIG MK w M a0M ® of TITLE 127069 I • Sun rQ RAAmap44 M[w M®oIA�mlrRAcm was J IDLE GUY r/ CATCH BASM/ORAT[ m ML OSIM YRT•W1CM E1191M0 aUDO I I I O' RT1 NM w M N@q4 alrlm. 1 S Ilse UTDCIQS MS OHIh1NACT M SmRMRC OIY. =1 v ISAi1W OMIT R D[ImEM00 Op TD ALIaV rat M.m . BTaR DRAM MANHOLE MM• I j I r,• . "WARY Li1El1 MAMSE SIM• OMMONCAL DATALLATDIL 4 M COC"m ANll On OFMTK VIM ILL uram 1amoAmms Enn R 1L'TOw ENACT FmrT o tWM COL In AT 100 H YISRT.ROQ 10 M IONICK ELECTRICAL U MD mm SIJI / BMLIUtD J. I I I � I sa-z cram aavmK DIrRA.at urATlao,aa•A.D Mo4vN rEHeEy�a��Nr�' f. AM 6tVAT0tl DM M[W MCFEW3 C IT M RROO- g �•K pf. ND MAT R VaaaS w M DOWN CCVRICIOI AT CNMI 11NK iTNCF —O� I BRARMIIS PAVEMENT I I OI I D • ITMa VAYt MD Cup 6[VATIaA OMIT R Y AIM IDSW y BME FENCE —.� (SEE NOTE 21.) WATER LIM • R-6• I I I • Ail LANDIICMK AIMS SIIAII.R ft q CRACKS ID A'RLYV 3— • I �oq wAuMl K1 16 SPAwwM Alw va,O SANITARY SEWER m Lau uaDTNO CO CRM rmODs TO CO/aM w"N m tmII —4T— sraM 3eIR D— °sRPAV°1°evlo �. Ia �'� I 1 LL TT aMllROON'�C° rWTRM01p 1'MII Rwmn n m DwAa ANr rm —0— EA9 111R 0 II'I AIy CDAr �aI�KKgTK ` N.S. P.�A SPACE4•4'a1W I PARKHNO LOT STI®MD y I I w0 M1D SWfTAR.K COMwR V.r.iRi0RM10 wAG9 aCOD�n T— IEEPNOME.DIE(}D18aRTACQ NW R.ta a THE LL1 Imo 1_K K w MOM MOO SMVMSK C, 1p�� --M'Ir— OVENIKM NDa7 rRLOT UGHT , �� I II (ala I 'BURGER KING' 1?4I,, puAA�CpITK SIa�IMaTAMRBI TM M "°Rtau T A1�0'TmtlDtK k' W-'-•I' R-S I OF "M"1lyV� AC[NIO OIIiYRIK[VA101 LMCtAMIOKD M M IWOMY[K o Q - OOM7sm 0 R ).a IT-1.•** •y b AAL7 b R.b' 1 L• g u gMDgC>O�/{T01 OWl C�gAVON� 4 K�TIDSFOR tl T I Ej �' PAVEMENT R�R VITN M S�A�_IR^OLTII o MDOI CIMILMI[ OJT•MATCH LDR O'JMA19RC1AL,//RETAa R.y ♦: R-0' • q CO1IMCrCR awL R R[VaASE m[aTA4LO1aD AKC.MDf K BIXLOIN6 ON IDS LOr I • • REMO E AND RELOCATE k 2A.67' A]' t1.6T 1 1T taa .a TANWK ALL TKMMMRI'RppOI.T Aq l'I�DiR1 KTAS4RRD.R SIaI Il V�TtyI��TMAD KMOIf�KTO R IRISSSL IEM VAIs- pi ,8qp¢f a. M OItIALLATmI o M lANRART TR aMLL R IWDAO M RCID.RION)K AND aIPDR a p a ^ I I I I AME VITH ftL"C[_,W NO YKCIICATLA o M 30B y 3q • ^ 78 . 75 3 • _ N /ab'M w _ I � I 1 q yAEEK wMAVAL�{p�Nt SIOM CRNA OMLL R RaTIOCL VI LEAN S7REEr CORP. •y C1 s.Ba %Ce.OJ' a.a• I ( CDs[.[PaL tLAti W VIM Nl KSIIRM.arts I10T.Ma TRANSFER CERTIFICATE 'j I1. caITMCTv awl NOvmK MD wMTm-amm.ArOur Dy]grvIOQI K rat ypp�t TITLE/27869 �jIC OVUM I �T®w CRII AA HASSAAW��T�TS RNLI®NM�[g1aMl LAND C� of t1 G S HNLOTJf 41 I o r 7 [I OWNR AA II'R�.G?n �R R-Sx •C1 A I '- I SKLMR IDv9tm R INFRINCRINTDDaR CRMa IIWTOW3IyE AIC`STOCRS dApI'aNR[WC!1�TLCR[T FIRM I 1IDI l M flaps a MD a®mlRSOlmwl 0lT1 MpMt•d R-AID MO I OT1VCR0MOI 91M T F ED [I CICRD1 I0�VN R b M r .. I CWTISETmI A 1 rmDY1LTnEDAIOC_I PLL VWM aNOV 4 Ur TSA p VRL R NAR b1a 1 pI �S PAVEMENT R&D CS VI[ITKIO LOT Ee-Lc PUN rsrso N � A �Ru�v�T�rnIDVK4 rail maTacTTOI wvDKs w M _ N/a]B'Ef7W LOT a7-LC PLAN 15190 M LOT/I-LC PLAN 15190 B- - -- - - — 112.00' R Ia1-RlxavK.EVER W1Tm ASIIMLT IAvaort AR ROIKL VIM.tv �( •�• ® ®..,.�_. R-Y '^ R-JB.7 LOT 20-LC PLAN Ie Hx)N RTUNmars IAVDa M RrAatP A VLty® raw a arvor°IE •TETBp1AYo 7'SD PAVING SPECIFICATION EIEIr..a,a.T . I OOmUH 3'TOTAL COMPACTED ASPHALT TH930CM • h VU1 �o. I Nee pavement shall consist CRP a 3'total thickness of 30B PA sPHA r I AASHTO Typo 1(ar oqulvale-State Highway Spec.) 76 .•a� bltunsrous concrete apptwd A two 1-1/2'courses over .. 33 HIGH SCHOOL ROAD I I a 9' pavement a tt bop Cprse. O Q. ppropa Cor.pact the upper i 12'of pavemnt sublrede,o'ushwd apprepate base,EXTENSION TRUST E PAVEMENT I I pavent binder aid surface courses t0 93 pereent TRANSFER CERTIFICATE 'of TIrL 127669 : (SEE NOTE EIJ uy,'T�L I I bl 1 pP M-the a density, d.ter'IAnod far w(i1!atonal RSD,RIS f �� ® I 41nO0-�,1So�•(T I 1 by tM appllceble test mthods. ..,. A fNA1� Q,fie, I Y R 10.• T 1SI/1-A L KGis4 � • I I I . ICOYOTE KDm wTaML1a D®t01 RIDNO M R1OIT 101BRI WKMCTIDI ...'.. .e.... A7.O3' tE.Oa I II RESTAURANT VOI Axwl A rat w"M I"aTES mmNONE OF vau ma, �. 1 OW WTmC 1MTS VLL R M M WSR o N=,PER g a.m j I I I DORVR,as VLL R O AN= sf.so• Wy LOT LIGHTING RECOMMENDATION F 1 R-r 1000 Batt Metal Maltle lur""mounted on 22'V etW O WUOD AAA s D ef pole with concrete boss(total haunting pht-eV67 BUR DING F�• R. TN FMtwe1 •1 CDENTIST OFFICE) 6 R-E RRD I, O I NMICUBE'fixture Ld , ;X Nonufactured by Security LoAft Inc. d AO. a I I6 I refer t0 Plan for fMtlre type&ONMtatkN% N r P b "m CLAXINCAL CONTRACTOR TO Mgm LED LbR00 M men PARKING INFORMATION —- - FOUND AT YAM STREET') _4'.i�+J:•''ter... g�p�b, S%a.7e'2 E EO/.H' - - S/ab' E M.fIRAYM EAOI Poo 1 �eI IRb � S SPACES 9'x2' ! 90' gg j gr s/e'1R01r DaY rE MAI r I I TOTAL a SPACES 9'xl9' ! 90• By1 rR nALsu s r Xr u�esw I I, SP"GEE 3 SPACES 9'xW ! B6• F «U+ Env ll.b• L-MOT• COMMON a E' k—ra. ! 3 SPACES 9'x1B' ! 90• u MUTUAL 0 e 'sAlRY � 3 SPACES 9'XIB' ! 73- Q HIGH —SCHOOL ROAD I UTILITY INORMATION PUBLIC 1T WA I NUN _M1•WAMEA MAR+ SIZE TYPE LOCATION BB 1937 TOWN LAYOUT I . I I�y SANITARY SEVER 10'MWI SCHOOL MD R -- - - -- I �e WATER IT HIGH SCHOOL READ • STORM SEVER SUSSURrACE LEACHING 111yyy� ELECTRIC OVERNE"NORTH STREET•HIGH SCHOOL ROAR � y GAS 2'NORTH STREET 53 PAN1OmR SONOTORE N KIND \- I SURVEY INFORMATION $ 0 EXXON' I I PREPARED BY, G0.DEN LAND SURVEY,INC. y 6 STATION I I 96 JORDAN ROAD I I I DATF, PLYMOITH,MA 02360 - r. PLAN SCALE. l' x 20' p STREET ADDRESS k' NORTH & HIGH SCHOOL STREETS CITY BY GENERAL LOCATION PLAN HYANANNIS MASSACHUSETTS pRELININARY 30,IA STATE STATUS DATE N9S JJC . COUNTY PLAN DATED -XXX-- --- BARNSTABLE COUNTY AS-BUILT »Xxx-- --- " N R.A. CaWdo i Engneering REGIONAL DWG. NO CORPORATE DVG, NO. A ftndm Cooperation Can~ - 1 141 Pam Road'P•RbutsL,Rhode blond 0=0 9 5 01 A H Y N X X X X X X X X X X ftlepmDe(401)YBe-1100• neamue(401)Tee-��eo C\0PL0T\91B02SIT Mon Jun 19 f0:20:02 19% - - i r f r S IIIIIIII � I IIIII III m a � w c IIIIIIi � � x� � I IIIIIII 'x I � p, I w r W q I '•lO � I I �n� ap I NIo I I y W 2 a La fill ix1rE' I '' I I , ®�.q � o o � r- -1 I r ' a I IjF1 Iry •u04 ir ►�-_--� y I pb a --k�µ �'F — ___• ww _ _ _ K C� D • mAq ~ � A � 4 2 n ,�1 DAY �et YC 0 t V !a $ O � p aazT�n REF BY ISS O;AK BRDM D MSS I 6 KROC60521 \i1.J�� ar REV DATE DESL�TID1 BY ISSUE tffF McD❑NALD'S C❑RPORATI❑N n9/%GRADIM 6 UTILITY CHANGES UE svAv�w AYI1EWAl i�IDc CHMKO DATE OEiCCI® THESE DRAVDIGS AND SPEC1f VEp ICATM ARE THE PROPERTY IF DATE vM --------------- APPRO w mm ompo Mcn3vL 's Ma 11 . AID) SHALL NOT BE COPIED DR --- REP O srw - I""� \ -- -------- -7pp�- V_ITMUT THEIR WRITTEN PERMISSION ,y E�,y► I V vm,mNonm� saw ours IF�uswE aasysc m - a"`°6- °ATE�, D N❑RTH STREET & HIGH SCHOOL ROAD, HYANNIS MASSACHUSETTS --------- T r :J � 7 7 D♦1 m ��SO�hi Ed � 6 P � O / • � � ° P r > � JaP r Q I a r I I I I I w sl I I mAy� .,w I r IN It Xxx II I UP �y o� ern ® m 11 L OI i k I • �. ljj� Q o ogp �j ~O r s e• • • �w I A WO I • �i 3. 01 ZI Tm�l — Vf; I TOO f Yam' koRm wilt T A� A 4 x 2 n S�V 2C A of 0 A y� V accr m McDONALD'S CORPORATION M �»�I�� L►J1ILJIILJ►��o��oa°� nwwr n iwTe i asu®rm� _ amQD W DATE asn® THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF __XXX _ HcDONALDT CATION AND SHALL NOT BE COPIED OR REPRODUCED AFI III mYXXII__ WITHOUT THEIR_WRITTEN PEQNISSD71 4REV DATE DESCRIPTIM BY ISSUE REF ID ;,, vmv�mt 6611.E UYR Di IEA31iE ed — _ �rzlooc� NORTH STREET & HIGH SCHOOL ROAD, HYANNIS, MASSACHUSETTS ---- _ j A B i? � m Y y as y —GIG- to r C V O z no s .i 0 n a m r w° tP 0 f : SLOPE V°°PER POOT ° e y o •�► - . : _; ygg 8�e , � =d •° a. � � �a N ni °Fn �yg^om; jazg 3o • / 0 I o is n 3v���u o > v nga b 2 �•• A D C >m�X?n v=n FOur �agz g A m 1 n AS REQUIRED BY CODE OR TO to ACHEIVEACHEIVE ADEQUATE SOIL BEARING 4.0' 4 _ 2" 2d A r Z. m C �C m7! OM m a o g iii_ • O T b •� �V O � O • �p O p7! Q3 O N _,hw,pdny51�8y Ne 0• -.9�_s �m.ss m+mm'mnao.Oe:a,o:,o;.e.I;;a.._4.: $9 yc,c, O Nd°N ppp 10 piS ii Q ;��•A e W2° (p MCI d -aA C nr++ OO O rrr ° ; , S Yyy o _ oO MIN WIN o m r 'O lilt CLo O Op o mqmA m3 oa _aa o Eg•-3�°'am • ' 3 MIN A n d CL • p O p r'�' f0b •C 1 lr a /y �4 \ // M Cr w _u 0 77-7- t N am ~A � W o.o ° �A s NOW m•n.stmV®Vr O o• yN m m hel 6, 6,� C m r� z �o ohm pn 01 0 1•1 y r m o: m mmn O r 'zp o a. d 0 p ° O D rA O O .D • d.•� O AO o O M iii 9 A v 5� � • ° 00 9� p /M� 1.6• 9�D p�pLrsi ,°8 D L C 9im -, DA� rtwO m P�mwr 6 AYU C D'O AS REQUIRED BY CODE OR TO HEIGHT TO MATCH .N.mm o i ay ACHEIVE ADEQUATE SOIL BEARING MASONRY WALL zom m"M S� mm i miNyo m m m y Z SHEET Ms McDONALD'S CORPORATION REV DATE DESCRIPTION BY ISSUE REF KRDC E (1 OAK R I ILLDIRIVNOIS 60521 P @Rg� p OF 6/19/95 REVISED DETAILS �J nna Site Details Sheet SD-1, Hyannis, Ma. W@ aRAVN BY mTOIUL/mcs m OEO=IN MTE CIEDU THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF JiC —Kx" McDONALD'S CORPORATION AND SHALL NOT BE COPIED OR REPRODUCED ___ MTE DRAVN ------------------- APNmVm BY DATE I 26FEB93 -------------------- ___ __%XX__ VITHOUT THEIR VRITTEN PERMISSION nw 11°7S Is VEW CDW�IIDIII SCN.E 1EASW[ —� lvac ID ualE rocs DATESaco L�1L AOmESS naN - — NO xxx__ RTH STREET & HIGH SCHOOL ROAD, HYANNIS MASSACHUSETTS ---------- — WITX24 H 3' HOOK OR BOLTS 3I 2' 2, ♦9 1/r 6' CURB ro ANCHOR BOLT (TYP) zoB ••a' 2 1/2' PVC 91/2• - , a ;i a SWEEPEELBOW) ® a i II III\ + 'ELEC CONTR TO CONC CURB zu 6' % 18' TOP OF GRALf FURNISH I/r CND' - b CONC CURB II II - WIRESMFOR SIGN iD 6,412 4 °'•a ° i CONTR TO CONNECT N 2. II 'a II II TOP OF GRADE 210, X 216' II II TOP OF GRADE POURED FOUNDATION II II Ig (DEPTH VARIES DEPENDING — — I . ON FROST LINE) (4)1/2'0 x 24• ° 4 ° a II IIIII II (u 1/z o x it IIIII �' ANCHOR BOLTS WITH �J (4) 1/2.0 x 18' Ids ANCHOR BOLTS W/2' II( I II ••a ° 3' 1 FURNISHED _ ANCKOR BOLTS V/3' II IIIII II a '^ ANDFIrRis"iAiLED HY II II W II II AND INSTALLED o a KK FURNISHED I I w G.C. ° BY C. AND INSTALLED BY II III II I I 1� ° N• _ III III a� - of „ ' D. ••a 6 ���_• • 0a Y 4 of •a 4 Q POURED CONCRETE ° 4 y1 ' c�dJJJJ�� RASE BY G.C. POURED CONCRETE a y� a ° a " BASE BY G.C. cR - BASEBY Gr_ CONCRETE �' c� w a v .062 C.Y.CONC,PER L.F.DEPTH+ 8 L.F.A.S. •4' s p r' NOTE- G.C. TO USE ANCHOR JKLT/CONDUIT STUB dp x T Spookor/Mona LAYOUT TEMPLATE 'A'FURNISHED BY NOTE. G.C.TO USE ANCHOR BOLT/CONDUIT STUB 'INDICATOR CONTROLS CORP.- LAYOUT AY UTTTTTEMPLAJTEDLS FURNISHED P SHED BY Board Base .148 C.Y.CONC,PER L.F.DEPTH+ 6 L.F.A.B. .185 C.Y.CONC.PER L.F.DEPTH+4 L.F.A2. Scale: 11, 1101, - y H Entrance dI Exit 31 x 4' Speaker Speaker Post 1010, ® H Sign Base Board Saso Base Scale: 111 1109 Seat*: 11, 1101, Scala: iN 1101, a � y V1 SpronPga (/ u ` Pro J Z a f palm) 18• FOR SX7 �J 1 O=. bo,b MENU/SPEAKER BRD t12- F.N... TO IS' W c N 24' FOR Jo'n Nut SPEAKER POST DETECTOR LOOP z a Z DESIGN SPECIFICATIONS- Nut - - c /\,\�\^^v�/ r3000 PSI CONCRETE 027 CY.YDS. 2'5' pa,WC4MP� DDao Plno 11..1 2DESIGN NOTE DESIGN SPECIFICATIONS, LovoOrg NatSIGN,POLE L BASE ARE DESIGNED TO 3000 PSI CONCRETEWITHSTAND A WIND OF 30 PSF, 9 CU. YDS. Anchor Dolt 3' 5'0" CONCRETE BASE DESIGNED USING A SOD. SIGN AND CONCRETE BASE PRESSURE OF 2000 PSF.VERTICAL 200 PSF ,LATERAL. IF THESE SOIL CONDITIONS DO NOT DESIGNED TO A 30PSF 8•xI8"CONCRETE CURBj0EXIST,1T IS THE ERECTOR'S RESPONSIBILITY WINDLOAD II II II �� � yTO HAVE A NEV BASE DESIGNED FOR THE iCONCRETE BASE DESIGNED II II II PLAN EXISTING SOIL CONDITIONS BY A LICENSED , USING 2000 PSI SOIL BEARING 5 CO CRETE S�A,REIN- STRUCTURAL ENGINEER, ;D FORCED MATH 6%8%910/10EVERBRITE TO FURNISH- Daao Plata E.W.BAR NO STEEL( ENOTE, IF THESE SOIL E. BAR)TO BE PLACED WITHIN 1.SIGN COPLETE IN ONE PIECE IIIIII 2,MOUNTING POLECONDITIONS DO NOT EXIST ROTATION L,6m pd4 z'o" OF VEHICLE DETECTOR 3,SHROUDCS>LOOSE WITH SCREWS INLI IT IS THE ERECTORS I LEVER nc) jFOR FIELD (4)S/4a x 36a w/W LEO 1/2"CONDUITRESPONSIBILITY TO.HAVE A ANCHOR DOLTS PURNIMD o 4.TOUCH UP KIT SEMBLT —�J���2 24 CONCRETE CURB ///��1 I� aD NEW BASE DESIGNED FOR THE GRADEDY LIOHTINO SUPPLIER S,PRICE KIT INSTALLED DY O.C. „. \ — / yWEXISTING SOIL CONDITIONS _ _GENERAL CONTRACTOR TO FURNISW BY A LICENSED STRUCTURAL GR $ i — — — — to F 1.CONCRETE"BASE ' ENGINEER, '}•' S CONCRETE SLAB to 3.ALL WIR2.ANCHOR ING FROM T�HLE BUILDIWG TO L —— - II II K 8 1'2, SQ. 3000 PSI CONCRETE II II 2 DRIVE THRU SPEAKER MENU _ S THE POLE MOUNTED DISCONNECT, ELECTRICAL o POURED IN R'DNA.80NOTUDE Jg{ �l s ERECTOR TO MAKE SURE THAT THE SIGN II PER CODE + 4-5/8'x2'-O' SOON.TO IT pROUNED II II * CE 1 s BOARD OR POST FOUNDATION CK IS PROPERLY INSTALLED,CONNECTED ��T`IIT`I SMOOTH WITH ROUNDED e C SECTION C3 �O ANCHOR BOLTS CORNERd. ,� L GROUNDED. + 015' TYP, a. " Drive-thru Pad Z ELECTRICAL DATA. o TO POWER d 120 V 15 AMP CIRCUIT 1'2- SO. iU �S Not to Seale 1.9 AMPS,aRgv MTG BOLT SOURCE �gxX LAMPS. PATTERN a Wxl kX kxl CV/HO(4 TOTAL) EVERBRITE'TO FURNISH, 313'SQ, �2 5/44 Conduit F 3 a a 1) 2'-5'x4'-5' DF/ DISPLAY 1. BALLASTS, 2) 2'-5'x1'-0' MOUNTING BASE SERVICE INFORMATION, ,aa p c A M6G3901(2) Saw$eOd00P1 ,�,R, ♦ ♦ _ a 3) 5/8'-IIx2'-0' ANCHOR BOLTS LAMPS, 3-F48TI2 CW/HO WASHERS, AND NUTS BALLASTi 1-lt6G3951 - '" ` x AMPS, 1.6 AMPS @120V, 601 N, ,.o c 0u, fLl INSTALLER TO FURNISH, 15a •"" TDRDUE NUTS TD 30 FT Les 1) CONCRETE BASE oQ H DOUBLE NUTS CGALV> 1 I I VAASHE }I _ E! 2) ALL ELECTRICAL COMPONENTS AFTERND POLE LTED 1N LEVELED - I REQUIRED o o `" NV N FILE THE ENTIRE AREA I I I a 3) SS PROPERLYTALLER INSTALLED MAKE ,CONNECTED SIGNa + t5„ I AY S I I UNDER PLATE WITH NON- II II II Q p°Cq H`SHRINK GROUT - - AND GROUNDED, O O ll II II O GENERAL CONTRACTOR TO FURNISH, A c i1 II LEVELING NUT ANCHOR BOLT 1) PRIMARY WIRES FROM BUILDING (OR SOURCE) FLAG POLE ROAD Slap! f . PATTERN TO AND INCLUDING THE CONNECTION TO THE - Bases 110 m BREAKER BOX. N €w e I Scale: 5/411 a 110,E + 6� w Race to Pao* Menu Vertical Preseil Light PoloN i'a`"' Board Base Board Base Base N B.A. Cataldo Engineering iSD - 2 Scale: 1/211 11011 Scale: 1/211 11011 Scale: 5/411 1'O" 14�R�.a Pa.mttow�®a+)a.xe�o Idspnaa(401)Yes-u06•P.oaboa•(401)723-TUD e C:\DPLOT\M-2DTL Mon Jun 19 DR.4T.26 t995 i 0 ' a PAm rl ■ rA AN Dfpi) 0- Pb Z a SCAO frl o OD yyN • •••, r m ~N �Cyx 1m0A.'� W S p y y .• •'•. t A •F~ ei w� ry rl s N X \ �C v Ma ryi nwn fl�m== t,+ 7 a W .p CzT y PI G H n nCipirl~ �` A , ly'1 . N m F<-ayi c < + gin r,xxo ' M ■, c ce 1 CCa • m A Z • r zpplq ■ �. m !♦ IDN +1 A. O 0wi Z 9 �y r •y my O_ '40 D i qq� QQv rl ° r, $ ro K Y A A � •• a� m O r � h�r fl '�• my �/ ZK p 7C y y x MCz wo ic X. m p n py a x<X vy n Lz'f I0 '1 N '00■P AA�A� mN z D SppS. A N mA AD z 10 Ar Lz', K 6, tia� cA in VARIES(12-0'MAX) _ � VARIES W-W MAX) ..a �r my M C y D_A _ ■ f y �Z Az ZypQyp GC OD =D pr C x M, <A y'y D W r a H ja 2 O W O • Me o y w R w Ln rF iN t A Ir '._ z yv A X � � vi rria o •• .a ? N O A � v v I I- II IIII v ■ zz . r 3. F�yy ro •••� a 401O 0 to 1Oy mx n �'■� m g Az A A . D Ny p< �M z _� _ �� rn D� a I MID \ y AZ ^ am A P.aj CI L'1 Ir'1 , •• �z ,Glyn Cn •♦ nA ((AD�Z�pmm 11 y H z N < D N n r1 mZA FDA i �+ n 9. Dn- jP y nx MMOs Wzm []tn n 4 rr z "w zrl r a n . I^ N a y IES (12'-0' MAX.) rNxi ny y O y D r 2 r m GAmtLly / AWN:" � bmKNyA r,o C 777pp77pp v MR �rzi <,., c.2 z COy��N r,m I I �i vFv�r,nn �A o� MIN, ap m Mw yPy rr,IN 1'-0' t yy y N I r, z'D yx A r� O D i z rt y p �'-1• FROST LINE OR �� �• r l?a O , y< n o LIQUID LEVEL AS REQUIRED aZ �a rmiLq N O yA a 3.Ph y w c a m g K y N 0 • A rl pP J� Irle O 153 ARL y a x Z z _m on m v mi Lia na x� Dn IU Ay y O RM An D .W+ Ncq Utl S A 0 czi z A a "' i McDONALD'S CORPORATION - - REV DATE DESCRIPTION BY ISSUE REF U Jl 0r I 6/19/95 REVISED DETAILS @DQ[n�� o TTnt OAK gRpOC S 60521 Site Details Sheet SD-$ Hyannis, Ma. "OF DRAY■ C MAlER1AL DLSCRD'fIDl pEG09 BY DATE CHMKO THESE DRAVINGS'tAND SPECIFICATIONS ARE THE PROPERTY OF . f DATEJ@aArx ----------------- A ROM Dr MTEXXX__ McDONN D S CORPORATION AND SHALL NOT BE COPIED OR REPRODUCED 26F®g3 APPIMM ------------------ WITHOUT THEIR VRITTEN PERMISSION--- —XXX__ K t WTt Dr NFw . DMVDr.1b 1=R6 DATE DL" LWAL ADDRESS AS NOTED DCI -------------- ______ _xxx__ NORTH STREET & HIGH SCHOOL ROAD HYANNIS MASSACHUSETTS P — CURBING "HANDICAPPED 3s• (WHEEL PARKING ONLY" PAINTED (WHITE) STOP) SIGN (CHECK HANDICAPPED Y WITH LOCAL CODES SYMBOL 0 b FOR SPECS) (54"Wx60"H) s 5-411 ' eve•concrete rittee � Nr bumper Tubing 4a°Long ) T2• 14-- rlW ONLY EXIT ,a' 6f6-Concrete ruled w Structural at" Tubing 480 Long W WHITE NOTE: �• STRIPING Flip Dumpera o-o.c. S°+pio"�gver t ill ARROWS AND WORDS CAN BE ARRANGED IN OTHER rintah Grade P-6- > COMBINATIONS THAN THOSE ILLUSTRATED HERE TO ACHIEVE Rough Grade 2160DESIRED RESULT (OR AS (OR AS (OR AS REQUIRED REQUIRED REQUIRED BY CODE) BY CODE) BY CODE) c:le reefing re trout depth 8 or aw,whichever TH R U 8' s' a' 81 gl greater seown N N1Yt. DRIVE I Note; Refer to the Site Plan (C-1) for specific location and configuration. Adjust for angled parking, Note: rn 60•MAz Guard Rail to be 3"X70" Douglas Fir. � �z• Massachusetts only requires a 4' aisle instead of 51, All fasteners to be Galvanized. �® y �� Q �U Typical Handicap Typical Timber ti T Q Pavement Parking stall striping Guard Rail Detail 0 � g Markings Scale: 1/411 - 11011 Scale: 1/211 11011 O Z L) z -5/8' 61 CEDAR PICKETS(TYP) .6, •a to = Q w O 1 I r OZ ALL PAVEMENT PAINTING - STRIPING, LETTERING, DIRECTIONAL ARROWS - I 8'-0.O.C. I C3 IS TO BE WHITE IN COLOR. S X 5 POSTS $ a O U °C1 = ' I CHAMFERED AT le rn 5� U TOP EDGE Vd LISTED BELOW ARE THE RECOMMENDED PAINT MANUFACTURERS AND PRODUCTS; I I v�� Q z —{ I-6 V4- < ='h GLIDDEN - "TRAFFIC ZONE PAINT" ~ PITTSBURG - 'TRAFFIC 6 ZONE MARKING PAINT" o -o.00 Q 2 SHERWIN WILLIAMS - "PRO-MAR TRAFFIC MARKING PAINT" MAINTENANCE, INC. - "VYNA-STRIPE" a 06 Lj PAVEMENT AREAS TO BE STRIPED MUST BE SOUND, AND FREE OF DUST, P.T.RAILS P61 View 'to OC DIRT, OIL, GREASE AND ANY OTHER FOREIGN MATTER. REMOVE LOOSE cTY% ffi N DIRT BY BRUSHING AND/OR BLOWING CLEAR WITH AIR OR WATER PRESSURE. F- CARE SHOULD BE TAKEN NOT TO SPREAD SURFACE DEPOSITS OF OIL OR eldewetk 2 GREASE OVER ADDITIONAL AREAS IN THE CLEANING PROCESS; THESE �I .a d ITYPI i— SHOULD BE REMOVED WITH SOLVENTS OR COMMERCIAL DETERGENTS. d OLD STRIPING SHOULD BE WIRE BRUSHED TO ASSURE NEW PAINT BOND, OR Z REMOVED ENTIRELY IF BADLY CRACKED, FLAKED OR PEELED. WHERE APPLICATION IS OVER PROTECTIVE SEALERS OR COATINGS, SUCH MATERIALS Zo SHOULD BE ALLOWED TO CURE FOR ATLEAST 48 HOURS BEFORE PAINTING 6'-0- p� Id A CHECK SHOULD BE MADE , ,BY APPLYING A TEST STRIP TO DETERMINE THE � 1-= ' I READINESS FOR PAINTING. ) d 40 ���� d x I x fiIx(�x(�x( THE PAVEMENT SURFACE SHOULD BE LAID OUT WITH CHALK MARKS P FINISH SOIL GRADE OR I ' ) �ROUGH GRADE ) ' ) 10 Tr O. 0.00 REQUIRED STRIPING SO THAT MARKING WILL BE ACCURATE AND IN KEEPING I I ) ) 6°gene WITH POSITIONING AND DIMENSIONING SHOWN ON THE SITE PLAN. ONE UNIFORM ) ) ( ) ) ( curb ITYPI wr'r; dIdCurb .* Z COAT OF PAINT SHOULD BE APPLIED BY BRUSH, ROLLER, OR SPRAY, AT A RATE ( ; ) ) ; ) ( ( ( ) OF NOT LESS THAN ONE GALLON PER 200 SQUARE FEET. ONE GALLON WILL I I I I I Ld Y 6' ¢ =g YIELD FROM 500 TO 600 LINEAL FEET OF 4" WIDE STRIPE. —— LI .L ixEEi If a'''y PAINT SHOULD NOT BE APPLIED WHEN WEATHER IS RAINY, FOGGY, OR EXCESSIVELY NOTE- Plan ado q HUMID (OVER 88X RELATIVE HUMIDITY), AND NOT WHEN AMBIENT OR PAVEMENT ALL LUMBER TO BE It CEDAR STOCKADE O2b (A ' w/ PRESSURE-TREATED POSTS. CONCRETE FOOTING TO FROST TEMPERATURE IS BELOW SO DEGREES FTERENHEIT, AND NOT WHEN ABOVE CONDITIONS DEPTH OR 30',WHICHEVER IS ALL FASTENERS TO BE GALVANIZER h 0) ARE ANTICIPATED POR EIGHT HOURS AFTER APPLICATION. GREATER.(USE GALV.STL. POST BASE ANCHORS IN LIEU OF L7 O) FOOTING WHEN INSTALLATION PAVEMENT SHOULD NOT Be OPENED TO TRAFFIC UNTIL ALL PAINT IS ALLOWED TO CURE OVER CONCRETE» Typical Handicap Z (n FOR ATLEAST 1 HOUR. (CONSULT MANUFACTURER FOR SPECIFIC DRYING TIMES). O Curb Ramp Detail , a ) ) , Not to Scale ) 1 Typical d' " Pavement Painting sppclticatlon Stockade lance Engineering N R.A. Cateldo ee ,.,P-.o�e.a P-Tt d.L me&m m� +. Scale: 1/2" - 1'0u d cap-r U. +Wnbe.e(401)Tad-um.F.W.S.(401)Ta-a(ea C:\OPLOT\SD-40TL Non Jun A 10:07:49 19% a , r n 0 T i' p o f��� O D D •0 0 0 "� ' � v'�A z $' �Q' o 0 0 A o >4 g o o D o 0 o N g k ON 2 T � mm % P I 'r $n ! n µ 9 < 2 p p 2 A 8 I IISO z m � g I� + g Q¢ g RR �g9 rx 8 g iy gg '9 m c'!k u x og �a i - � s JIM > o O 0 0 > w A a4 c mta �x 30 0 vA � � x C "Q' n 2 ? O Z P 9Q 9 G mm g 6-6 (STANDARD DEPTH) �m S S i 14 \ m m OUTSIDE OF q . K m po a PIPE+7 HEIGHT OF RISER +6-216! cx Eyo io O 2 S CONICAL S 7.T ,S VARY \ c o n wFRON •TO♦' SECTION S uy u y C r z z r7 ? m oqpop d = c Cl 2 w � g . AM G n Z w w 2'TO 4' 2'TO♦' 2'TO 4' 7. w= z L� o ND *Q� =pap o�i► 'o"n$; A �O ' !nn 2 i�nZ �1..1 w > .ZI m N� � no r� $ �z�w opmN ao m M59 Z N N 51i uo1h �o(Cyp� [yfaSR>n zgoS� cv,sm 9 z fBi3ip6 mO 1•IL m41_-� N ���C r1Ag o 5 1{ 0 D Z_ r�• m m '50 Gg, PA2yo r�ln m s • �.r 'a 83 e s g a D ? a m N tie m p s� p McDONALD'�CDRIVE ON ^ ^ �^ REV DATE DESCRIPTMN ` nYTTLE OAK 7She t SDIS , H M/ /�D O ^ ,� 1 4/I4/95 f�VISED LEACHING AREA DETAILS V' Site Details Sheet SD-5, H nnnis, Ma, 'unVJ�u,, lv,—, U( DRAVN DY MATERIAL/Demarnm CWELT®BY DATE OE.CM THESE DRAWPW AND SPECInCATMNS ARE THE PROPERTY OF -- _%xx-_-------'---------- APPRDVED DT DATE McDONALD'S CORPORATION AND SHALL NOT X CWIEM OR REPRODUCED m ' DATE DRAVN ------ __- _x%%__ I WITHOUT THEIR WRITTEN PERMISSION �1 '4a►4 L'p vmw WNENTD]N DCALE U ITS 1 NTANS � v' xx NORTH STREET & HIGH SCHOOL ROAD, HYANNIS MASSACHUSETTSi l . I t r B 6ENERAL NOTES: , ! II 66'-O' I. EXTERIOR DIMQ•ISIONr ARE TO COLUMN REFERENCE LIN[ AND/OR PALE OP 11" . 23'-II 1/2' FOUNDATION UNLESS OTHERWISE NOTED. . 23'-q 3/4' L S/4' 2. INTERIOR DIMENSIONS ARE TO FACE OF WALL STUD AND/OR BLOCK WALL. IB'-O' 48'-O° 4'-2• 3. MOUNT LI6HTING PANEL 50 THAT TOP BREAKER 15 NO HI6HER THAN 54' SH 4,_4. Iq -4' 9'-4' I1'-q' I'-3 1/2' LINE OF OVEWAN6 4. SEE SHEET AS FLOOR. FOR LOCATIONS OF BACKUP SUPPORTS. I • �� FILL BOX (SEE I -8' - - - ABOVE. 6EN. NOTE •10 INCOMING b 5. SEE 517E PLAN FOR SIDEWALKS, RAMPS. ETC. - TH15 SHT.) WATER 5ERVIGE AS b. VIDEO CABINET A LOCKERS SUPPLIED BY OPERATOR, INSTALLED BY 6.0. PROVIDE 20'x �• CLR. SPACE, r -} _ _ -_ _ _ _ _ _ - _ 1. MANAGER'S OFFICE PACKAGE SUPPLIED BY OPERATOR, INSTALLED BY 6.C. I � 8. TEMPERATURE SENSORS IN DINING 1 CUSTOMER SERVICE AIREAS SHALL BE FF.. tv b I \_ MOUNTED 5'-8' A.F.F. (SEE SHEET MI) ! LL Ab ttf q. PRp6RAMMABLE THERMOSTATS(2 SUDU SHALL BE PLACED ADJACENT TO ONE TO ANOTHER AT A HEIGHT OF 46' A.F.F. LOCATE IN THE CLEAR AREA IN THE iA '.H MANAGER'S OFFICE. (SEE SHEET MI) _ 1 10. FILL BOX MTD. a 32' ABOVE 5LAS TO BOTTOM OF BOX. QEXIT /// // //% SUPPLIERS' EXIT 0) MINNESOTA VALLEY ENO., MODEL Mq-i-Ig5q-q, TEL. • 600-531-3111 IcR.e uiu b) CRY06ENICS SERVICES, HOVEL 01416, TEL.0 404-42q-6591 OR 6 O SEE ENLAR6ED 800-241-1452 . A4 7 ON TROOM PLAN I I1. DRIVE-THRU WINDOW SUPPLIERS, � ON SHEET AB 8 A7 '5 I/?' r 11'-6 112' 3 I/2' 2'-10 I/ I 3 1/2' 5 1/2' I' a. HORTOR AUTOMATICS, SERIES 8400 - 41 1/2' x 44' 22'-1' TYPE 'O-X' OR 'X-O' TELEPHONE 0600-531-3111. COOLER b. READY ACCE99, SERIES 215 - 41 1/2' x 43.1/2' Q ® ® 5TO7AbE I \ TYPE 'O-X' OR 'X-O' TELEPHONE •800-621-5045. ® r I N - 1WU al d? 12. MOUNT SINK 2'-10' A.F.F. R PROVIDE SOAP AND TOYEL D15PLgE�. SEE F 11 ( 6i DINING I A :y ?1 SHT. AS TOILET/KITC(EN ACGESORt ES SCHEDULE, ITEMS 01. C G a ® I a - m DOOR HARDWARE _ ' GLpSET ° : b O Oj e - _ DOOR 01 R 2. '. ® 1 'S RM. AB I 1. HINI ES - PIANO HINGE AS SUPPLIED BY, 'MARKAR 1NC.' MOOD • 1111��--IpS - In • DOOR C1, SIN6LE AGTING SPRING H1N6E AS SUPPLIED BY. 'BOMHER' - ry 1 I 14 4300 SERIES 4 1/2' X 4 1/2' • DOOR•2. i 3 112, 3 1/ 1'-O' 1'-8' A3 A2 2. CLOSER - LlrN-1461 PULL SIDE MOUNTED• DOOR•1. S 1/2' S'-L' IL'-3' 5'-11 1/2 5'-1' 5'-1' 1' b' 4'-6' 14'-q'Q I �p1 O 3. PUSH ! RILL PLATE - 4' X Ib'. dp N 3 1/2' 3 I/2' `� 9 1/2• 48 MALL .ry 19 4. KICK PLATES - US 28D SATIN, ALUM. ANOD. 6'x 94•x18&A. (2) PER DOOR. ' PREP S. ACCE55IB LITY•��• ON APPROPRIATE DOOR WITH HANDICAPPED SYMBOL 1 T - 3 I/2'1 W 1 4 1 TEMPERED �5 1/Z' 3 6. LOCKSET - SCHLA&E-LL'VON A-40-5, U9260 FINISH• DOOR•2. 10'-8 I/2' - > 20'-8' 5'-9 I/2' 2' 14'-q' S -4 1/2' , Q 1. COAT HOOK ON INSIDE OF DOOR 48' A.F.F• DOOR•2. B • WATER HEATER � � b 1 Q 9 1/2•' 13 1/2' I SEE PET. I1/A3 1 - DOOR 09 4 1. •�HIM 5 I/L' O : '-O /2' ABOVE,SEE DEV - , F II FOR UNDER GLITTER 'p - u A2 dp 1 i - - O 1'-10' SUPPORT M I. HINGES - STANLEY FBBI1gNPR 4 1/2' x 4 1/2' OR EQUAL. C- - ON SHEET A0 I I O'v . M - 1 m • M II II �• - m 1 I - L. LOGCSET - MCDONALD'5 SPECIAL SECURITY LOCK WJIMHY RATE. Oap I . m T/WALL D. _ iv ; • 6'-b' II I 'I l n n CA/3T®ICE 5 ® I 3. CLOSER - LCN al Ip - C115H 11►114 1b 1 - c/ II I ^ I11 C - 4. DETERHOOD •2S00-AC5 DOOR ALARM. EACH DOOR.SEE°FHP. PLAN pf AREA YI m \ I II 5. WEATHER STRIPPING - FOR EXTERIOR DOORSSS, PROVIDE COMPRE SION►FATHER IMP, LI6KT N6 PPL. H1AND SINK ry II I L�I 1 STRIPPING AGAINST FIXED STOPS. AT OTHER ED'6ES. PROVIDE SLIDING t 9 1/2' IA - WEATHER STRIPPING RETAINED 1N ADJUSTABLE STRIP MORTI SEED INTO DOOR �_t` > - 5ED •9 SEE.SIN. 4 KITGFC+►1 - ll -JI 1 EPGE. PROVIDE EPOM OR VINYL GASKET WEATHER STRIPPING IN BOTTOM DOOR - s(�2'-I I' 1'-6• - R j- TOPICAL N ® 1r II I AS I .O • RAIL. ADJUSTABLE FOR CONTACT WITH THRESHOLD. O� �i'�� TYPICAL 1 I I ABRASIVE STAND T/WILL D. A9 Yt •RDOP 5 N _ II ( ` . 3 -8• S 1/2, \ 6. PANIC HARDMASE - ADAMS RITE MF6. CO. FINISH TO MATCH DOOR. M li" Al 1'-4' l'-q' '-q 24'-1' I 4' 3'-6'• 4' O' 12'-II I/2' - DOOR 04, 5 4 b. 111 ®p \ 9 I/2• \\ 3 I/L' .. LNCAaM NU L6_ _ ____ I ' I. HI N&E5 - PIANO HI N6E AS SUPPLIED BY 'MARKAR INC.' MODEL 6H6-105. 0,4 �l-I(1r . 1 - -- } 1 ry _ 9 1/2' b I ;b '4 2. LOCKSET - ADAMS RITE TAXI MUM SECURITY LOCK WITH CYLINDER. OUTSIDE ��pg$=�IZ3-ry DOORS. ALUMINUM ARMOR FACE PLATE. FIVE-PLY STEEL BOLT WITH 1 3/6' tD .lf ®_ n 7 n AT ry As CYLINDER ON ONLY ONE DOOR. INSIDE CYLINDER TO BE FURNISHED ON ALL F St ♦ p, W N TALUMINA-CERAMICp _J O ( k1< f •p, m m F NIS TO MATCH DOORSBO T IS TOBE IN THE V LNt 11 4' DIA.x 1'-0' L6. COPK. \ \_ ®a 4 3. CLOSER - LCN 4024 x 16. y_ i PI STL. PIPE BOLLAfiD. \ I h v v - ak� �'/ 1 4. PULL HANDLE KAWNEER•CO.q OR EQUAL. 8 } ( 3�021 INTO 6ROUHN. Z T I Q In 8 1 kp _ 5. WEATHER STRIPPING - FOR EXTERIOR DOORS, PROVIDE COI•PRE9510N Y'F_ATHER V N Ag y, • d1 h1 STRIPPING A6AIN5T FIXEDMEATHE STOP. AT OTHER EDC•GES. PROVIDE SL IDINkS V/6� yl H• •• - EDSE FIDE INS EPDM ORAVI�LIN ADJUSTABLE STRIP&ASKET HEATHER 5TRIPPPIN615� INTO DOOR LI OF OVEMAN& II -9 1/2' � r - - - - - J RAIL. ADJUSTABLE FOR CONTACT WITH THRESHOLD. 8 I/2' 1'-9 1/2' .b• PANIC HARDWARE - ADAMS RITE MFG. CO. FINI5H TO MATCH DOOR. O Cgg W 4'-1 I/2' 4'-8' I1'-4' 3'-4' l' 4 1/2' 4'-0' S'-3 1/2' I t'-S' Di00R 06. F 1< 1 L _ _ _ _ _ _ _ _ J 1. HIN5E5 - MASER 86121q 4 1/2' X 4 1/2'. 13 i ED VERTICAL SHALES IN10'-1' 13'�5' 2. LOCKSET - SCHLAISE-LEVON A-60-PD, U526D FINISH. 5 1 PARTITIONS SMALL � 4'-6' !"'-4- :I � 11• ly �- F RESTOPPEp AT THE CEILING, T Z THAT SUO.1 SPACES WILL NOT I CATE Pit TH CONGEALED F�L..00R PLAN D WALL LEGEND [ZCONSTONTAL SPADES IN'IFE LX STUDS• 16' O.G. CONSTRUCTION SCALE. 1/4' 1'-0' wilt, Lx6 STUDS• 16' O.G. /W/ RIq 1M1511LATION. MARK Roots NAME FLOOR BASE111yyy WALLS CEILING GL6.NOT. REMARKS 6EWERAL DOOR NOTES, HARDWARE DOOR TYPES I. BRAILLE 916N R MMEELOWAIR SYMBOL SHALL BE MOUNTED ON THE WALL '� 91. 8 �_a ADJACENT TO THE LATCH 51 DE O'THE DOOR. THE.MALE OR FEMALE 1 Q a� FIGURE SHALL BE MOUNTED DIRECTLY ON THE DOOR. ALL SIGN'• SHALL N ; c, . W .ALUM.DOOR E J a C > y • Ip i Y 2. DETEX ALARM CON7ACTBE MOUNTED 60' FSW ITCHES SHALLIL BE NE OF SRECE55ED INTO THE TOP J SYMBOL W1 T R OW METAL FRAME ABOVE. i / 16L.AZ]NT1G A.D.A. - :1 p - OF HE DOOR HOLLOW s {� 13 �'J1 _� . U1 ;ir}(� 1 916N 1 > _ 6 3 I 3 N OFFSET j > 3. DOORS. DOOR FRAMES, ! FIAfZOVARE FOR DOORS I. 2, 3, b ! 1 SUPPLIED N p4f m 1'i• Z p �z( 1{� H� 1� 4 •�.4 BY, UNIVERSAL MANUPACTURINB I-80D-821-1414. II- •' ` a > Z < PULLW . • < r > ,D IL S Ii + n a ry 41 m Q W 4. INSTALL COUNTERSUNK SHEET METAL SCREWS ON THE VERTICAL STOPS OF O m = Z F C PANIC HARD- PLA.7E 4 . • i.� ILO CUSTOMER tGE • • • • • • • • • 5D 6EJERAL NIOTE'•B j DOORS •4, S I B. USE HIVE SCREWS PER.STOP WITH GOLax TO MATCH STOP. U a Y 1d k' R` i 7 sly ovP' 101 DINING • • • • • • • • • SD 6ENERAL NOTE •8 �q y p�(1 SIZE MATERIAL ^7 \ .<>., m A 10' STILE O G N 102 MOMEd'S TOI LdiT • • • • • • z`o �zJy p IX 1�u(+ p( 103 MEN'S TOILET:: • • • • • • _ DOOR FRAME THRESH. � � � a � n ,b - ry � O Y � 6 LL N � F > iV AT BOTTOM 104 STORA6E • • • • • • 1 3'-O' X 6'-8' % 1 9/4' S.G. WOOD H,H. WA B • • • • • • .. SEE AFNIERAL NOTE»4 .`�,( 2 9'-O' x 4'-b' x 1 9/4' S.C. WOOD H.M. WA E • • • • • METAL DOOR FRAME I O,S 111 TCHEN • • • • • • �1• 106 PI?ESENTER • • • • • • � g 4'-O' x 1'-O' x I 9/4' H.M, H.M. ALUM.. D • • • • • • • • Q .-•. 1 � 'f ALUM. ALUM, A • 111 • • • • (J� 101 O� • • • • • • Q 4 S'-O' x 1'-0' x 1 9/4' ALUM, - ` 106 I�PARAT ION•: • • • • • • g 3'-p• x 1'-O' x 19/4' ALUM. UM. WA A • • • • y Ipq K WA6ER'S • • • • • • 6ENERAL NOTES•1 R q b 2'-b- x 4'-8' x 13/4' S,G. WOOD H.M. WA E • • • • • \ 6'X6' WIRED GLASS WMTL. yg . 110 Y,REW RO10N1 • • • • • • • Q 3 6F]•ERAI, NOTE•6. l 3'-O' x 1'-O' x 19/4• H.M. H.M. ALUM, D • • • • • • • • VIEWING DOOR ON gg 111 C,ppI,D • • PIE-FAB KLLS. CEILING 1 FLOOR 8 3'-O' x 1'-O' x I 9/4• ` ALUM. ALUM. ALUM.' A • • • • • • ON t RE TILTED 112 Fl1 I, -FAG MNy.S, CEILING R FLOOR LLVER HANDLE N )!�• ° . • 1 W 'JIMMY'- ;I:A 'Al' i`J ., Iw.oLR I> _ IIIIII�A TO HEATHER(Trp.) STAIN OR PAINT AS REO'V By MCP.. PROJECT MR. ,-�� .�r1■Irlr11 ■li, .l��i� `vIIRMJ�I �,ll full irr■ Inl/I■�n.� d11■III/I■IIIII IIIII IIIII■I1111�11111�11111�1 111■1 111■IIIII■IIIIIwIIII■1 11 IIIII■IIIII■Ili.. �—�= 1 .AI■IIIII■IIIII■III! ■IO I■Ip11111p11■IIIII■IIIIII 1111�11111■IIIII■III/I■I1111�11 I111■IIIIuIIIII■IU.. / � �.� �� .dimIIIII■IIIII■Irl/I■IIIII■II 11■IIIII■IIIII■III/I■Ir11I111111■IIIII■IIIIII■IIIII■Irlll■III■IIIII■IIIII■IIIII■It.. / _ �I,„ ...I■ Iu11■IIIII■IIIII■.IIII■ III■IIIII■IIIII■IIIII■III■I■IIIII■IIIII■IIIII■IIIII■IIIIIL■IIIII■11111■IIIII■IIIII■h.� � _� a=_==ilk_= =�— CEDAR CLA STAIN OR PAINT Al, BY WV. PROJECT lee. 10 o1. 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I r ? �� Zi o r 1 1 iN fll m % C, xx Ol m �x P�i II �� -1 0t2 m x m + rU+ r II Om uu _ u a• Dr fir°= Df. i' m r� �Z zZ I'•II $ r�i illNd i $ of 3� lL r zn X3c I I/I) v �� J m� NAyR Z�Nmx I $ A r 3/4• r CC Zlyytl mr Z 111 p rj m I. m N mpA Tt7 TA Zi ()106 •-4 I/2' _ Z �r r rTlill rNQ (� A r_ Z O Ccr�Z GOUNTF3t g• V o \ T N Zr �o i cO mCm AZ- A r2 C�O��s71�PN rA m - We m Z Lp�O r" o $toll ym ¢. �a 111I_ wm vx 1rll N u - w =� s Z D m all °m r A 'T 3/4' 8' N su- - �TOi - A 77yFFggGGjff N Q• � 1 I /2r�Sp' ���I/2 1�KP pRAm7.Rl XNNmO 0X0A m°x UpNo111=ZS�aA M�< 7ZZC xx f A\ P-i XLA S71 , am ;gF F, >�1z; 6 r +I �1`� � %Q'0 Zp a a � N a Omp� OrS-�4 Oi3m + dImA}IZrID' nNZ m r T n T AR .d. NN-4 �6 u /RBI o u T r •� `• I b NTS U, q� s ZpzZZ yNT O5. - o • 0-Z 0 m Ill P O� Z (fQ�{ri, •? 1mry ��� AmZ • � l� I11 ARIES-SEE PLAN. tj >a a a•t SA - Zi m r .a D A tx o m O PIP N W r N ��-(1 �QiQ.` 1t < �o lB MIN. N <r rn ° D � - Z II II II 1 I�MIN. 111O�Z �c m� OZ u- N_ 71 WOO 6(I1r P@A\I v ��p OOG pp C, A SLC. _ 7Tp �Iz@f Qo�mCC Z�ll �Ra 1mlI NO O• N mN oZ� !� ARIm�N�PrD • r-f._.r• -1 to - T T •. � 1Z� � v D @ � d• OS A mZ T C p. pp Z m r O nZ $ n Z SHE NDTITLE15 I I su I LD I N6 MM MG DONAL P ' S WRPORAT I ON TD ISSUE w KRX DRIVE-OAK BROOK, ILLINOIS W521 1aD YVOOD/Y'IOOD - MA CODE 12-12-44 p 1444 MCDom Ia's Corpa'atlm WV10EP BY TRW DRAMINIlS AND SPEGIRIG HN TIONS ARE THE WNr1PTIAL AND PROPRIETARY PRNWITT OF MLOONALD'S INT@NIAL/DESCRIPTION/OTER GORR7RATION AND SHALL NOT BE COPIED OR RE RODI/LED NIT OUT WITTN AUTHORIZATION. THE CONTRACT 2.6 MOP MALLS W NOW 1 JOISTS M.S. DOCJAENTS HERE PREPARED POR USE ON THIS SPECIFIC SITE IN CONJUNCTION MITH ITS ISSUE DATE AID • r - AFE NOT SUITABLE FOR USE ON A DI PfWR5NT SITE OR AT A LATER TIME. USE OF THEM DMINSS FOR N - PATE FEVIB® RA R✓9'� EXAMPLE DRA7P ON ANOTR9N,PROJECT REWIRES THE S6WIOE5 OF PRPPE3E•T LIC@>5®ARC41TWIS NOV. 44 AND&*INE . R84WXTICH OF THE CONTRACT VOCAREWIS FOR RWO ON ANOH6t PROFLT IS NOT AUTHORIZED. N OI_UN75 6F4JSM REVISION MM CODE• DATE 155U® SITE ADDRESS R\MA-RM-C\N511-/9 REV DATE DESCRIPTION BY \ISI i 4 1/2' 24 6A 6ALV CAP L16HT BEAM MOUNT BRAOKET FLASHISNAPPEp OVER 246A.M1 GALV M7L. 5 I/2' I 1" INS L. GLASS LI6MT BEAM UNDER !I NAIL nAT gAGAT K,e FRONT FLASHIFI6 INT, 2 I/2'x2 1/2"x3/Ib" ANGLE. IN .ALUM.FRAME - SEALANT(TYP.) ROOFIN6 < LA6 BOLTED TO 2xb HEADER vv SEPERATE PERMIT s� SLOPE AROUND,THE TUBE. . PREFC 15HED ALUN. OOARD ROOF FOR POS, 2-2x6 PLATE MID WELDED TO TUBE W17H 1/2"R.lq INSULATION. FRAMELASH] UNDER COWAN SILL 24 6A.6ALV,MTL.FLASHIN6 y, - ON FR FACE EXPOSURE L16HT BEAM BEYOND 3/16" CONT. WELD. AR CLAPBOARD 1/2' kYP5l1M BOARD SIDIN6 ON 1/2• p P A GONSTR. ` 2. STUDS O 16' O.G T OF PLATE - 2x6 BLOGKIN6 I 2^x2"xl/4' TUBE r 3/4• T/2 PLATE _ (2 RT FOR 12•-0° APART FOR SIGN. OUARRY TILE FLOOR EL ! GOYED BASE Z Ix4 T 6HT KNOT O CEDAR TRIM � - v a 1:2' 6YP5UM BD. TOP OF 2x4 GONG. WALK HOOD IM ! CONT. ELEV. +I b'-11• 2.6 GON7. T o F SILT NE SEALANT RIPPED Ix0 TI&HT I/2' EXT. PLYWD. TYP. 6ALV, C R=19 INSULATION M'fl.. FLASHING KNOT AR TRIM TYP.r 20 6A. 6ALV. MTL. FLASH(N6 OVER STUDS, LAP DONN OVER SEE T.A6 MANSARD TRUSS SEE ET A6 TYP.ROOFIN6 - _ 2x6 HEADERS FASTENED II FNDTN. 1'UIERE FIN. GRADE [S 2:16 STUD WALL AT PARAPET 24&A. 6ALV. BETWEEN TRUSSES WITH SEE DETAIL T/A5 mTL, VALLEY JOt ST HANGERS, o II 2' OR LESS SEWN FIN. FLOOR N ; FLASH I N6, II MTSIcs TE 1/2" JOINT II 1 ' LINE IF,IT. FADE 14 NDON 5YST OF ^ g F 1 LLER DETAIL . H/Ex DETA 1 L 7. DETA 1 L DETA I L s0 DETA I L d FACE OF PLYWOOD. BELOW TYP. A4 I 1/2' • I'-0', A4 I I/2' v I'-0' M I' v I'-O' At 3• . 1-0' . 8 3 O 2,Ai M OP OF 2X4 M 10 8 EL - TOP OF.2 4 E V. T/2xb O PARAPET 1 '-It• ELEV. I •' e 4 M 16N SIGN I ONZBACKSID Or PARAPET TYP(GAL MALLC�KTRIV TION e 2 SEE SEGTI ON 6/Ab 1 I 5/6" PLYWOOD A4 CRICKET/PARAPET BRACING `#STRUGT. DW65. FOR ' 4' CANT(TYP.) SEE DETAIL 6 FOR DETAILS F SEALING ASPHALT ROOF T. NGLE:a TYP. MA ROOF GONST. TOP/PLATE O BRACE ELEV. }' 15eROOF FELT ON 3/6' EXT. bRADE 5/0' PL7WD. SFEATHIN6 SEE SEC b/A4 NOTES IN THIS ARE VARIES +14'-O• TO +15'-0' TYPICAL FAT ROOF IrT10N ATHING ON MANSARD ROOF T ON ROOF JOISTS I ! 2• O.G. a 32' O.G. CLASS "A• 6RANULATED GAP SHEET O Ig TYP_ OVER 3 PLY BUILT-UP ROOF ON 5/0` I61.17 BEAM 915E$EGTIQJ 0T/AR4 LI6H7 AM 4 EXT. 6RADE SHEATHIN6 ON WOOD Ilk I I• M 1-JOISTS SEE STRUCTURAL DRAWING$ 24 bA. 6ALV. COUNTER FLASH(N6 BEHIND TRIM f BOARD ! ONTO SIEATHI NG _ SA (BY WOOD I-JOIST TAPPING SCREWS w/ R-30 GATT INSUL. R- B T INSIA_. NEO�NE WASHERS o 12' - FI/CI'IICKEN HIRE - - O.G. FASTEN THRV GOUT. OTT./TRUSS SYSTEM. W/ I EN SYSTEM. RBEAD OF OOF SEGTIONANT BET. BOTT./T SYSTEM. WOOD 1-JOIST ELEV,+10 -2' - COIINTERPLASH I N6 3 q{ I 2' CONT. 2.4 PLA a 4� �p'q TOP OF FRAME. STANDING SEAM ALUM. V�q(o � + - BOTT./ R - BACK s 32' O.G. ROOF SECTIONS FURNISHED ,QV ELEV. .9 -2' ! INSTALLED BY KES VARIEST5 3'" .-O' MIN, �ffiSg II O '-O MAX g y CONT. 2.6 RATE w o B•N�y i M. SSCREITNEVDENT - I U) XV 1 JI CONT. 2xb PLATE TOP 4 BOTTOM R=30 GATT INSULATION 2® W 1-1I SOFFIT ON w/2xb BLOCKING 1 CEILING SUSPENDED I SYSTEM x4 FURRI N6 $IM' q5 9'-O' A.F.F: w/CHICKEN WIRE 5U5P. {„�jxgQ pplyo ' 1 VINYL COVERED 6YP. LAYIN 6LULAM BEAM GEILIN6 PANELS j.. LAYER OF I/2' GYP, BD. SEE STRUG7, DY165. Z �~ fED TO FAGS OF OqJTER= ER TYP. PI 4' INSUL. PANELS INTERVALS NOT TO E7�CHEr ' 0.-0" O,C„ FULL PEqIHETER ONE LAYER OF 1/Z' 6YP. BD. FURNISHED ! INSTALLED SHEATH(NG PANEL JOINTS AND ' BUILDING O OVERHIIi, BY KE$ FULL DEPTH BLOCKING AT WALL i APPLIED TO FACE OF OU ]66ER NTC-bR1TY OF FIRESTORPIN6 TO a INTERVALS NOT TO D AT CE]Ll Nb( TYPICAL( " CONTINUOUSLY MAINTAINED ANOD. ALUM. WINDOW - 20'BUILDIC. O FULL PERIMETER F.R.P. ON 1/2' 6YP. BD. ON li.. FRAME ACE VERHAW FRA GLASS OF INTEORI TY OF Ft REST IN6 TO 5/6, PLYWOOD ON 2xb YIOOD ► ���yyy[[[��H .EXT. FADE OF FRAY. BE CONTINUOUSLY MAINT INED STUDS a I6, O.G. ®� TO 8E HUSH w/EXT. IeMp PAGE OF FIN, NATL. AItOD. ALUM. YIINDgf Q 2xb PRESSURE TREATED SILL RATE FRAMeXT. AC IItFRA O REAR WALL, ANO-M TO FOUNDATI . 1 EXT. FADE OF FRAME • 1 TO BE FLUSH w/EXT. Z' MIN. wYN3l" wYaOK 0 46' 0.C.. LONG A.B. FACE OF FIN. MATL. M - 4• MAX, F.R.P. EDGE MOULDIN6 ON o" a= OAK TRIM TOP OF 4' VINYL BASE R- g QUARRY TILE FLOOR FINISH 4"x4' 6A. 6ALV. MTL. /• TOP OF ATE ANGLE SECUR TO HALL _ 5 7YP1 .0 OOR a AB TRGUARRf TILE SE ED ELEV. -O FLOOR FINISH SEE STRUCT, pW65, ( TYPICAL FI OOR%AB CTR. 5 5 1/2' I 4•GONG. FLOOR SLAB W/F16EMI=511 • M 3•-11 1/4"A 1111'- 5 1/2• REINF. OVER b MIL POLY.VAPOR i S I/4" ` ER BARRIER ON 6'GOMPACTED STONE BASE . WmSCAPE AREA OR SIDEKALK L ARE OR SI PEP K SEE STRU-T, OWES. TOP OF SLAB .. _ Q 'n TOP OF LAS V II. a 4q ELEV. -O. ot0 at O I1 t °to p t° to oq0_ .°w t° Tn a II' o.o to toe E 6' MIN. ABOVE ` of o o a of b' MIN. ABOVE `y O Oot o of of ct OI of O otO °O os O otOoo. 'f 00110.2 oq0 ot0 of�P O of O _ j PUNISH 6RADE L oot FINISH RAPE O 0.6 to Q qq�q u�1 - 11y���1111 TYP. CONCRETE FOUNDATION 'n , 01;0o SEE STRUCTURAL DRW65. FOUNDATI SEE 5T T. DW65. S • NOTF � 2' R161D INSULATION FROM LIPSE - 2• RI61 INSUL. FROM OUTSIDE FACE OF STUD WALL SHALL- TYP. CONCRETE FOUNDATION _ L TOP OF FOUNDATION To BbT. OUTSIDE FACE OF STUD WALL SHALL TOP OF M. 70 DOT. AL I6N W/OU7SIDE FADE OF FON. WALL SEE STRUCTURAL DRY165. • OF FOOTING O PERIMETER AL16N W/OUTSIDE FADE OF FDN. WALL OF FOOT N6 O PERIMETER �-� 2' RI&ID INSULATION FROM f ! FRONT WALL SECT I ON TOP OF FOUNDATION TO WT. I T SECTION O VESTIBULE � REAR WALL SECTION ® F/G 4 M 1'-0' .. OF FOOTING O PERIFETER 3/4' A4 .. M 3/4' s I'-0' A4 3/4' I'_O' 1•j 7TIONS a . EXT. 510IN& >> SEE EXT. m 1/2' EXT. YNOOD ELEVATIONS CEDAR CLAPS ARD SIDING • HRAP FELT' ON 2xb HOOD STUDS• PAPER UP BEHIND CONT. SEALANT 16' O.G. H/ =19MAN 6LULAM BEAM FLASHING - +BATT. INSUL BETWEEN = . TRU5ARD SEE 5TRUGT. TRU55 24 GAUGE 6ALV. MTL. FLASHING 6ALV. MTL. LASHING H/ 6ROMMETED CONT. HHERE SIDING FA5TENER5 HEFTS TRIM S/-RU55 ROOF + ° ELIY. 10'-2' O SHINGLES Ixl2 TIGHT NOT CEDAR- TRIM CONT. - 1F- II 5I01 - a , .PANEL T q INSTALL I 1t Ix FURRIM, Y51 Ix12 T I 6HT KNOT 2xb,BLOCKI N6 CEDAR TRIM SEE STRUGT. .. BOTTOM OFRIM B/HEADE ROOF ER . N 7 PER STRUCTUGT. ELEV. a '-2• SUSP. CEILING O W-O• t / TAIL1 FLASHING DETAIL 3--�—TRIM DETAIL A$ I /2' 1'-0' A+` 3' . I•-0' Ag / 3• . 1,-O• AS Ay �1 . O C 1 � 3 4 2 M - A4 TOP OF K4 T/2x6 O PARAPET IV ELEV. +i -II ELEV. +16'-I I' T/2x6 O PARAPET -Q ELEVV, +16'-I I' TYP. ROOFI Nb s PARAPET 4' GRANULATED GAP SHEET OVER L16HT BE 5/6' PLYWOOD 2 PLY BASE SHEET ON 1/2' PLYND. 1'x2' 116A. 5TEEL I CANT d ONTOCAP SURFACE. EXTEHEET DOM OVER TUBE LADDER FRAME. 5/0" PLYND. SHEATH N6 . GRILKET/PARAPET BRACING TYPICAL SECT. 6/A4 ROOF QQNSTR_ T52* F J0.OISTS 4' SOLID FIBER CANT SEE AILS T, DH&E. FOR WHO � DETAILS 4' SOLID FIBER CANT TYPICAL FLAT ROOF CONST, O 11WH (TYPICAL) 2'x2'x5/16 STEEL ANGLE o TYP. SLPPORT FRAME FLAT ROOF LOm�jT. • TYPiGAL FLAT ROOF LaNSTRULTION PLATFORM RM GRATE FLOOR. SEE SECIT. 6/A4 SEE SECT. 6/A4 SEE SECT. 6/A4 SEE PET. 3 AT FOR CONN. 666 TO 8111LD1 T/ROOF qV ELEV. . AR1E5 1}5�' . .T/ROOF DELK QN Ci i Y ELEV. - VARI 5 TOP/ROOF VE Ar� - H 1' BOI,TOM � HOOD 1-JOIST i S p R-30 BAtt 1NSUL. _ _ _ 8'x6" 24 6A GUTTER 4��T 3 ��IjIY �.. - W/CHICKEN HIRE SUSP. WITH COUN FLASH'& _ _ _ - - - V •0 r- 4_ LLg� SYSTEM. SEE ROOF MAID ELEV. �} ( 2' FOR LENGTH. Rm30 BAtt N5l1LAT10NN'N�F v H/CHICKEN IRE SUSP. RR�71 CONT. Sam SYSTEM m ► ' ALUM. SOFF VIEW e R=CH BAIT INSULATION. 3/4" DIA-1 VINYL-ROC SU SP. �0 ` i? TI-11 SOFF TON 1 SYSTEM HIRE SUSP. L6. 5TL. L CEILING PANELS VINYL-ROC S11 ,yy €{ . A x4 FURRI SIM. RUNGS• I'- ° LEILIN6 PANEL! FULL DEPTH BLOCKING AT HALL k¢y12222�F 1 AS 5P. O.G. MAX. TYP SHEATHING PAIL JOi NT5,LL6, a S AND AT LADDER SUPPORTS, TYP. ONE LAYER I/2' GYP, I r - 56E SECT. b/Ab FULL DEPTH BLOCKING AT HALL I TYPICAL HALL TRI.CTION APPLIED T FAG£OF OUTRI666t 1/2' GYP. BD. ON 2xb ,W1 i •O INTERN NOT TO EXCEED SHEATHING PANEL JOINTS AND � HOOD STUDS• 16° O.G. •20'-O' O. FULL PERIMETER AT GEILIN6( TYPICAL) I I OF BUILDI •OVERHANG, - INTE6RITY PIRESTOPPIN&TO ANOD. - 1 ALUM.BE CONTI Y MAINTAINED FRAME NIND�OI'�1 - TO LADDER EA. SIDE TOP 1 BOT. FRAME H/I' INSUL. GLASS T'x3'x I/4' 5TL. ANGLE WELD EXT. FACE OF FRAME - F.R P. ON 5/6' FIRE TREATED SECURITY 6A . ATTACH TO HALL H/2-3/4' DIA. V � H/EXT, PLYWOOD ON 2x6 HOOD STUDS O PROVIDE HA TO BE FLUSH x5 L6. LAC,BOLTS. • I&' O.G. SEE BACKUP . PADLOCK q 3 HI FACE OF FIN. MATL. SUPPORT PLAN ON 5HT, A8 N R m I' CHANNEL FRAME ON 51 DE5 ! FOR EXTENTS . GATE H/ 1 1/2. 09 FLAT i�ei EXPANDED METAL.F.R.P. EDGE MOULDINGONP.R.P. EDGE MOULDING ON TOP OF QUARRY TILE BASE 2 g Z TOP OF QUARRY TILE BASE R 1/2° - QUARRY TILE FLOOR FINISH QUARRY TILE FLOOR FINISH QUARRY TILE FLOOR FINISH SIBLE JNT. -ILLIR TOP OF PL kTE ELEV. +2' O' rfPIC I FLOOR a AQ WNSTR_ NPICu CAL FLOOR SLAB FLOOR SLAB CUNSTR. SEE STRUGT. DH65. y . SEE STRUGT. DHGS. 5 SEE STRUCT. DWG5. TYPM A4 SEE STRCONURETECTURAL FOUNDATION SEE STRUCTURAL DRW6'i. I LANDSCAPE AREA— • W1�1 s OR SI4EHALK 2' RIGID INSULATION FROM TOP� TOP OF FOUNDATION TO SOT. O pppccc N i ELEV. +O' O° TOP OF SLAB OF FOOTIN6• PERIMETER i ELEV. a0'-0' .. 4 T OF SLAB I oA m 4 qp II oA a w. ELEV. +o'-o• ", 'Il 4 pX �. O q0 O o oq qo oq0 oq0 oq°O O oq O .. �: 09 ot0 o o%to o40 ot0•�o o o8 O 04 0 ° O °•oq0 O 90 II . 0 40 q0 6° MIN. ABOVE o° O ° °q o9 O o4 O O 4 0 0 oq qo oq0 oq+o O o% O j �_ FINISH&RAPE rn TYP. CONCRETE FOUNDATION / VG5. SEETYP. STRUG CONCRET FOUNDATION SEE STRUCTURAL DF3 � SEE DRI'Iff�• � 3 2' R161P INSULATION FROM OUTSIDE FAGS OF STUD HALL SHALL A' 2' R1610 IN5U ATION PROM W�y TOP OF FOUNDATION TO SOT. AL16M W/OUTSIDE FACE OF FDN, MALL.. 3'x5'xl/4. 5TL. PLATE NOTE C N n OF FOOTING•FOUNDATION TO S TOP OF FOUND ION TO DOT. H/ 2-3/4° DIA.x 3'L6. Iltt OF FOOTING O IMETER OUTSIDE FACE OF STUD WALL SHALL ANCHOR BOLTS EA. LEG. OUTSIDE FADE OF STUD MALL SHALL ER a S DE WALL SEGT:I ON k AL16N H/OUT5IDE FACE OF FDN. HALL ALIGN H/OUTSIDE -ACE OF FDN. WALL SIDE MAL SECTI SECTION ® LADDER A5 PLAN 24&A. 6ALV. FLASHING 6ALV. METAL I (,ON1. SEALANT AROUND PLATE THRU BOLTS +j^ FLASHI N6 I - .11✓✓ . SEAL ALL BOLT eL �---14Z STEEL ROD PROTRUSIONS ' 7H7EADED O BOTH � ! 9/8' STEEL PLATE 711RU - ' b• ENDS b' MIN. O._ BOLTED SEE VIEW a LEFTPAINTED. SEE STRUCTURAL BUILT-UP ROOF ON .� I.. 5/8' E%T. PLYMP. TAPERED CANT ON RIPPED 2x6'9. SEE ROD"PLAN SEE STRUGT. FOR ° ..� FURTHER DETAILS. • EL.A570MERI C I - t ——— SEALANT I 6LAV, 2x6 LED6ER M"'L.PI TCH POCKET _ - I; 1 ~ 2. BILK•6. I'e STEEL ROD— PROVIDE --c EACH SIDE OF 2- THREADED O BOTH py�� ' ENDS 6' MIN, CONT. SOFFIT VENt, NOTE, PAINTED S/SOFFIT' R2' EL1=V 1O'-O' B/SOFFIT SEE SECTION T/A6I 4' iv Ix BLOCKING ELEV,.+10'-O" AND STRUCT. DWCf BOLT TO RIPPED DBL. 2x8 FOR CONNECTION 2x6 SEE STRUGT. DMIY>S.• T1-11 PLYHD. SOFFIT DETAILS ' RIPPED DOUBLE 2x6 FxASCIA IEDA TIGHT KNOT SEE STRUGT, DM165. CEDAR TRIM _ TI-11 SOFFIT i 1 DETAIL �21 DETAIL 3 DETAIL 4 DETAIL ; A6 I I/2' • V-0' 1 1/2' I'-o' 1 1/2' • 1'-0' Ab •i1• . c i M A4 T/2z6 O PARAPET T/3x6 O PARAPET i • ELEV. ELEV, +Ib'-I I' Y 1CAL T 1 CEDAR CLAPBOA SIDING ON - TYP. ROOFING a PARAPET TYVEK AIR INFILTRATION TYP. ROOFI N6 O PARAPET p SEE SECT]ON -I/AS BARRIER ON 1/ EXT. 6RADE SEE SECTION T/A5 PLYWOOD ON 2.6 WALL STUDS } a 16' O.G. -/15 1/2' KRAFT FACED BATT ITL. BE EN —CRICKET/PARAPET BRAGIN6 J SEE 5TRUGT. D1465. FOR 4 SOLID FIBER CANT PLATE O BRACE' DETAILS m• I • ERIOF— .,, 0. a T'PILAL FLAT ROOF l.ONSTRUCTION ���� � - SEE SECTION 8/A4 Olf gyp .{ 1 TYPICAL FLAT ROOF CONSTRUCTION SEE SECTION 8/A4 1 ♦~. T/ROOF DECK " r r ELEV. VARIES f J,B/SOFFIT ft ELEV, +10,-0 }�BOTTOM OF TRIM VARIES 5•-0' MIN. a . - R-30 BATT INSULATION 2 -0. TO 5'-O' MAX. �- H/CHICKEN HIRE SUSP. , ■A � ♦ �� SYSTEM RESTROOM CEILIN9 1 SOFFIT L16H7' SECURITY LI IN6 BATT 651-I LA ELEV. IW W5U5P t DETA I L 'e SYSTEM I/2' GYP. BD. CEILING ON LITE BY OTED A55 VINYL-ROC,SUSP. �k27 a . 2x6'5 O Ib• O.C. IN CEILING PANELS TOILET ROOMS (TYPICAL) TYPICAL WALL CONSTRUCTION CEDAR CLAPBOARD'SIP N{ON LINTEL SEE STRUCT. DW65. TYVEK AIR INFILTRATION BARRIER ON 1/2' EXT. GRADE - HOMEN•S 20011 O �� PLYWOOD ON 2x6 IIIALL STUDS -DRIVE-THRU H NDOW. Q KRAFT PALED BAIT NSUL./BETY££N - FOR SP2' SEE ECS NOTES. V � a ♦ . F.R.P. l? 1/2' bYP. BD. ON -- F.R.P. ON 1/2' GYP. BD. ON 2z6 HDOD STUDS a I6' O.G. k 2z6 HOOD STUDS O Ib' O.G. , O 10 • � � �lrybi B � . F.R.P. EDGE MOULDING ON T/DRIVE THRU SILL - F.R.P. EDGE MOULDIN6 ON n aa TOP OF QUARRY TILE BASE ELEV. +3'-O'. TOP OF QUARRY TILE BASE - H g pUARRY TILE FLOOR FINISH Ix4 T16HT KN n OUARRY TILE FLOOR FINISH ' CEDAR TRIM. TYPICAL FLOOR SLAB GONSTR I.i TYPI C-AL FLOOR'_+Ag Ci+NSTR. SEE STRUGT. DH65.5 SEE STRUG7. DW65.. \ . I M o TOP OF SLAB TOP OF SLAB Z m . 1 ELEV. M'-O• .. 4 ELEV. +O'-O' _ •11 4 _: Q 6 I11 oo to to0 •.o 11' oopf O 40 ot0 S.090 10 of boOI)ot ftOoof o4 o O4 O 1 • / Q Q �_? TYP. CONCRETE FOUNDATION SEE STRUCTURAL DRV0S. n TYP. CONCRETE FOUNDATION • '.. 1 I 2' RI61D INSULATION FROM 1 OUI DE FACE'OF'STUD WAL SHALL ER SEE STRUCTURAL DRHG5. I TOP OF FOUNDATION TO DOT. OUTSIDE FACE OF STUD WALL SHALL AL16N W/OUT5I DE.FACE OF WALL OF FOOTING•PIMETER ALIGN H/OUT5I DE FADE OF FDN. HALL 2' R161D INSULATION FROM } TOP OF FOUNDATION TO SOT, OF FOOTI N6 a PERIMETER SIDE WALL SECTION T DRIVE THRU SECTION [e1 DETAIL Mµ�1 3/4' : 1'1., 3/4 I•-0 Y' 1 I 58GT1 s .GUTTER OPN6. SIDE MALLS y 2•x2'x5/Ib•x3' L6. CLIP LADDER FRAME m ANGLE HELPED TO LADDER 1 PLATFORM �--•2-2X12 BETWEEN ROOF JOISTS WEB STIFFNER a ROOF JOIsrs 7YP1�•ti RMF FRAME 1 BOLTED TO��ORT 5C{SECT. K/A9 O 4'-O' O.L. ALONG LENGTH TYPICAL ALONG LEN6TH OF., lnNSTRUCTION ANGLE. FOR FURTHER TYPICALOF VALANCE, im VALENCE. i SEE SECTION A5 SEE SEG ON AS 2-2x6'S NAILED TObETHER W - 3'x3'x5/Ib'x3'-4•L6. NOTES. ., 3/8• PLYWD. BETWEENSPAN SUPPORT ANGLE N/A BETWEEN 2x 12'S H/ Si1 MP. HANGERS. WELDEDITO•EA.PLATE LA&BOLTED TO SIDE r — I WALL5. I Z f[ adn2-2xb'S NAILED T06ETHER W ROOF DECK<� m ' WD. JOI T5 O 32' O.G. 6 3/8• PLYWD. BETWEEN. SPAN F BETWEEN JOISTS. TYPICAL LINE OF PARAPET F_ ALONG LEH6TH OF VALANCE HALL BEYOND R I' ' Nil, 3'-4GONT. 2x4 HAILE 2X4 ATTACHED BETWEEN JOISTS 2x4 VERTICAL STRUT O OARD.L.2x4 IGAL STRUT 048"O.C. W CONT. 2X4 NAILER. TYPICAL BEHIND MENU BOARD.. VIEW A-24' G. 2x4 DI0. BRACE2x4 DIA6. BRACE a 48.0.6. O48' O.G. 2x2 LAYIN ACOUST CEILING 0 'I'-O' A.F.F. 1'-O" MIN. 1 3/6' THREADED ROD K/ r LOGKNUTS O 32. O.C. 77 3/8"O THREADED ROD W.' , ---F.R.P. ABOVE MENU u LOCKNUTS 048"O.C. I BOARD (8' HIGH) II � LAYIN VINYL ROC 2x2 LA IN ACOUST LL6 O 8'-4• A.F.F. I LL! CEILI p O W-O' A.F.F. I 5/5' SHEATHIN6 ON STUDS. • LAYIN VINYL-ROC I TYPICAL ALONG LENGTH CL6 O K'-4' A.F.F. I OF VALENCE EXTEND I' a I/2' 6 PSUM BD. F.R.P. FINISH ON I/2' I ABOVE GL6 LINE WOOD NAILER 6YP. BD. TYPICAL ALONG F.R.P. OVER 5/8• PLY LENGTH OF VALANCE, EXTEND I MENU BOARD Ix0 CONT. 2x4 I' ABOVE GL6. LINE. I o GUTTER OPENING O O BOTTOM 2x4 —j BOTT/PLYWOOD O VALANCE OUNT RS INK LOCKNUT ——— h KITH' 24 6A. GUTTER I! BOTT/PLYWOOD O VALANCE h ELEV WAND 6ITH C.OUHTER SPOUT6 C ELEV W-K" - COUNTERSINK LOCKNUT SEE ROOF 1 ELEVATION I FOR LENGTH SECTION THRU VALANG _ 2 5ECTION T VALANCE 3 5EGTION ® LADDER/6UT TYP. w�L C4NaT. T 1• ° 1,-0• _ AT I• a I,.O. AT 1 1/2• a 1'-0• SEE SECT. b/Ab • 3 Z Uri TOP 2.6 PLATE A4 O STANDIN6 SEAM ALUM. ELEV. ♦16'-11" ifin g ROOF SECTIONS FURNISHED Fa 1 INSTALLED BY KES !� ROOF N6 O SEE I /SEE SECT T lON AS � NryQ J6 ' j T /_ I - /FREEZER/COOLER/PNL < REV �K'-6• TYPICAL FLAT ROOF COUNT XTION 4' INSUL. F/L PANELS SEE SECTION 8/A4 1yry� ITYPICAL HALL TION— NSTALL 1 NS W TALLIED DES SEE SECTION b/ O"fi ��]1n 1 N �AcF�� . EDGE OP SLAB.PROVIDE CONT. 2x6 LE06ER _ 33 CLEARANCE a BUILD.IN6, pp,, Il�yyy SEE PET, 11/AS 1 IS/A3. 1 k5 CX�t CONTINUOUS SEALANT CONT. 2x6 PLATE FREEZER FLOOR PANELS TOP/LEDGER O E ELEV. BY KES SUPPLIER VARIES •14'-O• T •15' 0' 1/2• PLYPO. ON 2x4 ..p .. 24&A. 6ALV. METAL STUDS a 16' O.G. FLASHIN6, FUR3N15FED PROVIDE 4" CAN . SLOT 1 INSTALLED BY 6.C. FOR VENTING AT BRACING PAINTED TO MATCH TOP OF F/G FLOOR LOCATIONS, SEE EXTERIOR FREEZER TRIM ELEVATIONS FOR LOGATI DNS a I ELEV. -O'-3 1/B' OF VENTS o OF �^ . d O ° PARAPET WALLS ° ,{ ', BO ®E`P�� 1 o• rr OO°O 6• ° R-30 SATT IILP-p" ��CHICKEN HIRHOLD GRADE KIN. 6" BELOW . CONCRETE FOUNDATION HALL SYSTEM SLAB LIHE 1 SLOPE AWAY SEE SHEET S-1 FOR SIZE,FROM BLD6. ZYP. a PERIM. REINFORL[N6, ETC.. /RODECK a O � � ELEV. 0 " Q � �g 1 •7 _ VARIES 3'-O• MIN. :r. r4 SECT 1 ON 5 SECT I ON O BRAG i N6 To 5'-0• MAX. DETA I L � • • A7 !, ° I'-0' AT 1' ° 1'-0' WOOD 1-JOISTS 2x6 13LOC-KI1C, AT _ uq t ry gdi 1 t j I g I I r Ck 1! DETA I L H DETAI A , L ,• •�, DETA�L AT Al 1 { t: —FRP ON HALLS (TYP:) f1ATERLLOSET FLUSH CONTROL _ RECESSED N1Lt I-BOLT TO BE LOCATED ON THE IDE TOILET TISSUE DI / ` \ FSIDE Or IXTURE HAr01GAP STALL" NI mall SUF� ' _ _J 2 N 3 r214/ALUUM"XE/DbE..FR� � 6•` ! \J 3'-61 WIN. 12' PLATE 6LASS MIRROR 3'-O• MIN„ WOMEN 5 i CENTERED OVER LAV. ELECTRIC F"- 6RAB BAR w 6RA6 BAR W ' ' DRYS SIPPORTS 5SUPPORRTTS 102 IES MUST HAVE PROVIDE BATT INSUL. 4 A COMBINAALL TION FAUCET CAPABLE O IN TOILET ROOM NALLSOF q ® IIHERE 5/HOYf4. c _ OR A MIN. OF 10 SC-�ID9 i 9 1/2'-� 3 1/2' 3 I/Z' \ n Q m y '4 Y •i, IB 1/2' 32' MIN. 9'-I' 4"1 1/2' in iv INSVLATE HOT HATER !' i•� PIP1N6 UNDER VANITIES 6 1/2' - ----- -T-T-T W; M p 1 B' Q TYPICAL LAVATORY TYP. URINAL/HAND DRYER- TYP. HANDICAP STALL DETAIL5 _. SCALE. 1/2' c 1•-0• SCALE. 1/2• c 1•-0• SCALE, 1/2• v 1•-0'SEE ! 11 /5 FOR DOOR At 1 O O — — J \SCHEDULE 6ENIERAL NOTESI 12'-10 112• MEN 1 5 1. HHERE COLUMN OCCURS, GUT BACK-UP, HOLD TIGHT TO COLUMN MID CONITINUE TO SPECIFIED LENGTH. 1 1 O3 2. ALL BACK-UP SUPPORTS SHALL BE FURNISHED 4 IV BY 6ENERAL 1 / 3. BACK-UP�SUPPORT HAT'LCTOTN CONTRACTOR. NALL STUD HAT'L (I.O. FTTL BACK-UP SUPPORTS IN MTL STUD MALLS 4 ® IB 1/2' 9 I/2'� ® 9 1/2' \ // HOOD BACK-UP SUPPORTS IN MOOD STUD MALLS) 32' HI N. 3'-1' �3"TI/2' 3 112" 4. ALL NON-P'LYMD. BACKUP SUPPORTS SHALL BE GUT BETWEEN STUDS 50 THAT FACE OF SUPPORT 19 I FLUSH H/FAGE OF STUD. DO NOT NOTCH STUDS Nf ry FOR BACKUP SUPPORTS. p p FRONT COUNTER ,!• n U Q O 2x lw�O�x SUPPORT. LOW O 92• A.F.F. TO CENTER OF 4- O () 0 0 3 M - ® 4-VAT F'Rf M GRILL STATIONIS ANID OVERHEAD FREP_ZER, O � 4 X 8'SHEETS OF 5/6° FIRE TREATED PLYWOOD, lgilP START o FINISH FLOOR . SPAN THE ENTIRE NALLLLEENNpGTgH�NBETIEEN BOOTH 4 HINDON.10 -O' LONG O 32' A.F.F. TO CENTER OFY •I1 RESTROOM FLOOR PLAN E Q M'# DVERFHEAD CABINET AND WORK cau W TOP_ 4 x8 SHEETS OF 5/8' PLYWOOD START• FINISH ZYY FLOOR. SPAN THE ENTIRE LENGTH OF WALL. SCALE. I/2' a I'-0' I , I E 3-LOMPARTMENT SINK � I I O 4'x8' SHEETS OF 5/6' PLYHOOD START a FINISH' IBA u 6 1 I I II FLOOR. SPAN THE ENT;RE LENGTH OF WALL. 0--§1 §N TOILET/KITCHEN ACCESSORI E5 SCHEDULE i i n ii O o� LON6 O 60' A.F.F. TO CENTER OF S TOILET ROOM BACK—UP 5UPPORTS ITEN NOVEL a SUPPLIER G L i _JI O SUPPORT. I —�I 6 TOOL SHARPBER. TRASH LINf32 SHELF SHELVINI6 ABOVE V zJIF 1 I I 4'x8' SHEETS OF 5/8' PLYWOOD STARE a FIN15H `�\/ p HillI bRA6 BAR(1-I/4' 812-00I-42 UNIVERSAL MF6. H I II O ALL BLACK UP SUPPORTS SHALL BE CUT BETWE$t SCUDS F I I FLOOR. SPAN THE ENTIRE LEN6TH OF WALL.MAX. OUTSIDE O) 800-621-14140" HI6H 5/8' PLYWOOD O 80'50 THAT FACE OF SUPPORT IS HUSH W/WALL STVD �1 A.F.F. TO BOTTOM ED6E OF PLYWOOD. S I flECE99EP TOILET BOBRILK Oj (I) 2x6.5 4'-O� LONG MOUNTED a ) A.F.F. (� TISSUE DISPENSER B-4388 60q-151-2g00 I O FOOD PREP AREA. VE6 SINK. HS ! SFHELVINH6 ABOVE TO CENTER OF PPORT(GRAB BARS) I y� ��) I 4'x6' SHEETS OF 5/8' E LENOD START O FINISH �1S •1 k (��_ I FLOOR. SPAN THE ENTIRE LENbTH OF MALL. O2 (2) 2x4'5 PAST�fvED BETWEN VERTICAL STUDS I O we Y ROOM SODA SYSTEM �gp •p"µy�1O YI SUCH THAT 11-1 4' HI6N ROUFiH OPENING EIETWEEN (� ANGLE FRAME MIRROR 24'x%' UNIVERSAL MF6. �� _______ 4'x8' SHEETS OF 5/6' PLYMOOD START a FINISH BE CENTERED O 1ys -O' A.F.F. r' � FLOOR. SPAN THE ENTIRE LENGTH OF HALL. O (2) 2.6 2'-6T•�I.OIJ6(1) MOUNTED a 10" A.F.F. SUPPORT(URINW.)e�• A.F.F. TO CENTER OF' HAND DRYER(COLORS . 4 OTHER THAN WHITE ORA-5 UNIVERSAL N7F6. AT ADDITIONAL COST) O4 (1) 2x6 3'-l'110UNTED O 30• A.F.F. TO CENTER OF SUPPORT(LAYS) O �n1I O BABY CAHAN61 N6 TABLE - J.B.J. I N595TRI E5 Q PIN P I N O (I) 2x10 I'-4• LONG MOUNTED a 46' A.F.P. 612-4q0-1535 TO GENITER OF SUPPORT(ELECTRIC HAND DRYERS) 1� COUNTER MOUNTED 6304160 u � yy O (1) 2x6 2'-O" LONG MOUNTED 50 THAT TOP' © SOAP DISPENSER UNIVERSAL MF6. �IMyt®§� p OF CHANI61N16 SUFAGE IS MAX 34• A.F.F. (b' SPOUT) IBM, Q (BABY CHAN16IN6 TABLE) FFF XXXX3 i (D Torn DISPENSER B-2621 �,5-2goo BACK—UP SUPPORT5 LAYOUT • r yY®� O SOAP DISPENS .304188 BOBRIGK ER • • 60q-151-2g00 �� 1 k CORINI O •9'-O• B/ROOF DELK CEILING B a;LASH EL.•11'-9• VIF F,R.P, ON 1/2' GYP. BD. • MIN ON 2x4 STUDS O 16' O.G. BACK-LIP P.O.P. P. P. ON 1/2' O SUPPOFR DISPLAY GYP. BD. ON (SEE ROTE p5) 2x4 STUDS O 16" p, N O.G..EXTEND TO Ix OAK SILL CEILINI6 _ -_- __ - BOT•OF DECK. F.R.P. I/2' DURO5/ON x _ M TRIM F_L,.B'-4° 1/2, DUROGK ON 2-LAYERS 5/6' PLYWD. 06ET5CARENED . FXRAMIN& 13/4' _ _ _ . 2-LAYERS 55EC GLUED TObETHER. SOLID GORE c LINE OP FT2P PLYWD.SEE SECT. LL C.ORIAN DOOR BEYOND B/PLATFORM 5/AB. s 11 K ,f LL VANITY TOP 1\ u u rCiOR EL..b'-O° YHgj <G, I/8" FRP I a' ik»• HIiLGcit BJFLA7FOfIM 1 4 PANELINIG f4o L TAPED FRAME / _ DRYNAND SAL EL.iS'-O' _..' F.R.P. ALL EL.=•6'-O' ANDED - 1%2' GYP. BD. 1 ~ Q COVERING AS M L=R SURFACES .1 y PER DECOR• (ALL GYP. BD. TO ;c it _ N Be HELD 1 2• _ �— tissd� UNDER5I DE AND COVED Ol1ARRY \ LLINE R FRONT ��T 1 a ,r ABOVE SLAB" i I TILE BASE ft I IBM ( EDGE OF PLYWv. MOP 51rec \ COUN ADA CLEARANCE LINE. NO"E, N I �I I SEE PLUMB. • HOP SINK PIPES 4 51hllC BOML 6• WAX• PIf'E5 UNDER I I FLOOR 4QUAWYTIILE DYH65• FIN. PLR. N I A i • SHALL NOT PROJECT VA)IITI ES TO BE [[ BEYOND THIS LINE [FOR D EL.•0'-0' r DETA I L r2)� SECTION V I EA �1 SECTION • A8 I' = I-O' � 3' = I'-0' i' I'-0' )18 3/B" I^-O' A8 t• _ I'-O' RE5 1 ' 1 1 - 5'-0" GLEAR MINIMUM �\ U DIRECTION OF DI5GHAR6E �. _ G1pH of I'MLL NglNlm— • . 1 tlRlND.B@ lxr. . .. N1Y�t I0M�Cl4iNiu1 IpANINDD. IUL ----- - -- 1 12' H16H INSUL. I - EXH. FAN CURB. I • I TTT TYP. WA T 4 nlw 11Q A4 a/n• 1 SEESEE SEG Pp4 Pp91TIVL OR/,IxMD. • Da smucr. - _. r/mvw n..ls�e• IMLL fIfZ sarlwe. 1 • - _ �pnc u+n I I T/CURB MIN. 16' 'I ABOVE ROOF LINE At won rcv t_- 3' MIN. 12" MAX. N.c-t nc�wlr EST- I - CLEARAIJC.E F_ACH SIDE FRAM N6,HOOP pSEE STRULT. N11r I CT, (TYPIST ROOF ICAL! M FRAM N6 PLAN N 1 D 1 I Z ! a /Isuce rpP pF oe.,.nev.- I 3' 3' tlt 's••I••o• •u•w•°cm» MIN.Q wm•rt a xro. I ?'LAYERS ED. TYPEON MI oO.enan IAiea '' \�utcwe ea1LL ® µ. a r r J 3x5/BYPMTBD.STUDS a. MAX. MA sect y �` NeArec lI01xY3T ® I b" O.G.. ATTACH RUNNER TO STUD WALL " I � riauce n..ls••o• 1 -_ I ; 1 6LULAM BEAM DOOR. MILC.OR' O I HR.RATED ACCESS Ib 6A. H16H CARBOfJ Mlro U� I I I 1 5TL, DUCT(II I/2' PIA. - 12'xl2' OR EOUAL(BEYONp) &RILL AND BI.Opl. IN. /.• M AO - '�ROD•' aN. -_---- 9 1/4• PIA. 0 3-VAT CLEAN OUT PORT sm seat.vAe i FRYER) HITH ALL JNTS. 5 AS REO'D.(BEYOND) CONTINUOUSLY WELDED 3' IN. (GREASE T16H7) SLOPE MI o o 0 o KI7CH. CLb. ,MIN. 1/4" PER FOOT TOWARD HOOD BY K.E.S. 5/a" TYPE 'X" FI REGODE 2-LAYERS 5/6' • 8 3 5/B YE:TSIPE Or STVDS TYP, 2xb POOP STUDS BOARD ON A9 I HOUR F1 RE PATI N6 NOTES. _ o Ib' O.G. BEHIND -- ARg1ND SHAFT. TYP. DUCT ONLY I. FOR EXACT LOCATION •IPF 5. PLUMBING CONTRACTOR To FLOURESGENT FIXTURE q FAN AND HVAC SEE 5T C. INCREASE GUTTER / POV445POUTS Ib 6AU6E SST. DUCT "I-•�IY P TO MEET LOCAL RAIN FALL UP FROM ExH HOOD. I �3• MIN. Ib 6A. S.S. DUCT ENCLOSURE 3'SIDES. rA 7. SEE USTHFA1 GAL SGHE FOR GONDI TIONS AS REGtUIRED. -ILI,L FROM TOP/HOOD TO CEILIN6 CONT. O o t EXHAUST FAN AND Hv TYPES' 5EALED TO WALL ! SHAFT ENCLOSURE. AND CFM RECJUI REMENT(., 6. ALL PLUMBING VENTS TO (BY K.E.5:1 Fy 3. RICKETS MUST BE I D AT BE A MINIMUM OF 10'-O' ®®" ALL HVAC UNITS. FA AND AWAY FROM ALL HVAC Sr i R C40MFRESSOR RAIL51 PY 6.C. INTAKES. ROOP PLAN 4. ALL WOOD USED ON R PECK Nm s TO BE PRESSURE TREAD. HATCkED AREAS INp 1CATE I/9• = I'-O' .._ ' THAT PORTION OF SHAFT = �1 EXHAUST SHAFT SECTION NHIC"MUST BE INSTALLED AFTER DUCTWORK 15 IN PLACE _ 6ALV. AL MTL HOOD. - �� t�=� 2-7x4 5 24 6A L FL FOAM!TEAL AROUND _ 7HOOP BEYOND 7 MTL I NOTE, w NF �Itltlyyff'' I .o 5HT MTL FLSH'6 ALL PENETRATIONS 2x 17 a Ib"O.C. SEE SECT, 1/A9 IVY lu N ENV'SHY'EXT. CONDUITS, REFR16. LINES, FOR FURTHER DETAILS <COVER GN I/2'EXT.GRACE - ETC. FOAM SEAL AROUND EXHAV5 FAN 0 lRR1 • b 12 a PLYM'm SIEATHIN5. ALL PENETRATIONS. 2 LAYERS ROOF SHEFT. N6 5/&' TYPE- I 01 GUItB AT PHtIN. &ALV 24 6A SHT MTL COVER 12'HI ROOF PER STRUCT. DW65. 222fff O-UNIT. RIP A5 REWO ON 1/2" EXT 6R. PLYWOOD. CURB( TOP 'x' GYP.BD. "l I V'EOI/l 7) BUILT-UP ROOF INfi' " r TO MAINTAIN LL'bH. R=30 INSULATION � �FINR CANT TYPICAL W 2x12 a PERIM OF PLATFORM, SEE�CtiS. •� ® g I 1 SOLID SHIM FI8t31(PICKET•NIfH RIPPED AS REO'D TO yy y 510E CF BUILT-UP CUB. MAINTAIN LEVEL FIBER CANT 2x8 FRAMING 116 s B RIPPED BOTH 51 DES LEVELI BLOCK STRUCT. DWGS. R SHAFT SEE O �f �ti Ix8THIS FIBER PER IN.CANT CONIDETIN. O SIDE Y. 7-7 8'-0' NTS K 19 OJOI15 STOF UNIT 4,o,N+5 GRIICKETPALON H16H 113ER 2-LAVE 5/8' TYPE 'X' •+t, RQ IRS 4 NE STIFFS FF MTL. 6YP, B ON ROOF BEAM 99 SUPPLIED Y H STIFF@ER5 SIDE OF PLATFORM I I SEE 5 T. FOR ROOF SHEATH I N6 • I I Q 3'� t-91 �5 RUCTS SUPPLIED BY DEL 2xS HEADERS. HANG F SIZE. I I I i � �nny�� I NOTE, HEADERS W/ MTL HAYJ6ER5 � " VERI�OF MAG •I UN T I I I I WRIK PRIOR 70 BUI LDI N6 WCKYD ROOF JOIST --- 3 5/B MTL. STUDS O ' PLATFORM TO INSURE /�\ W/W®STIFFENERS SECTION PENETRATIONS ARE PLACED / 3 \ SECTION SEE STRUGT. 4 DETA1 L 3 5/B• HTL.STUD I 3" MIN. I I IG• o.C. SLOPED BACK APO _ FRAMIMS O16'O.G. 12• MAX. TO HEADER BEYOND ON THE CORRECT SIDE OF W/I LAYER 5/8' I I - 117 Q THE PLATFORM. A9 3/4' = I'-0° A9 I I/2° = I'-0' TYPE x• 6YP.BD. I I I I i,T 8 m Jt�l 11 EACH SIDE. UP I I .. T16HT TO ROOF I I II 1/2' VIA H16H 3 5/0' HAILER W/2 LAYERS I I I I CARBON STEEL DUCT - • 5/5" TYPE •X• 6YP.BD. ON EACH SIDE OF SHAFT II I I 1 ' I II II I I I 3. PRE-ASSEMEILED 9 5/8' MTL.STUD FRAM N6 W/ I Aq I I I I 1 LAYER 5/8• TYPE X• tt Yy� 6YP.BD. EACH FACE I I I 1 BOTH 5/6* SIDESLR Q 1 m ;', .'.., I I of. _ SHAFT TYP. . 3 5/8' HTL.STUD 5/0FRA 'W/IMLAYERI5/b'C• X. FINISH TYP. DUCT SHAFT FRAMIN6 TYPE •X" 6YP.BD. NOTE, yQ� WITH I LAYER 5/6" EAC41 SIDE HATCHED AREA INDICATES• S g i TYPE 'X" 4.YP.BD. THAT PORTION WHICH MUST \ F • EACH FADE BE INSTALLED TER DUCTHORIC IS IN PLACE. HATS AREA INDICATES - F DETAIL THAT PORTION WHICH I•UsfL g-'\ DETA I L _ A� ,cAq I u� lT INSTALLED I S AFTF 1/2•D, cE A9 I'-o° DETA 1 L �1 SECT 1 ON o HRU EXHAUST SHAFT 1 1 I . ROO,,-PLAN . -- 7. T1 to - O BOTTOM OF FO TINS jgAZ p 111� gV SE MIN. 4'. AS BELCH LH FIN. GRADE. A5 Ilpllff 1A111 s RTO'D BT WOE, FOR AS A° > 84 -b• •T.{ REO'D TO ATTAIN ` • ALLONABLE SOIL BEARINd ma r - • CAPACITY. SEE SOILS P Pxr 4'-0' ib_a* 14'-0' . REPORT FOR DETAILS. .._ V 10 -4' 3 -4' 3 -0 12 -10' 1'-2' 01 r w _ o Z y •oil A m c m x fNiS 0 a o _ -- gg iP 1 J $O 4' fl }L'Sp�XQ .O� a C 6` I I I 11 '�m ��'$� `� m x�`�b�c �'�� o' � I � �-"`��: 6 -�• 4' i I Imt��� �"' I I W a o N > P z O I I Pp A -Ate I V o P J r l y I I �r�n 2v A L -0 4,-0. 8.-0.qr - u . • t- _ _-- �. y W N p y �• __- 11- J a mOP A P • A I I roll I j I MR m o Z a •oj$�; a •O� • I �? • 1 -0. ��7• q.q. I A�\ I r � • fff�Iiilli� ��� o� 1� �`G - a >yZZ pp ; ,Z@ �i2 a $ O I I �o, i '• $EE I-$I FOR DETAILS % _ I I. 'T1 -ipis r`p • `rjS I W .- 7W tCNCINFFFI11O1 D Ov° r j I r —1 I - I $ � _• p I , � ms� lP W b • I I i A U e,6 O o NNE��AA@pp I tli O • m.. ••�D�� J P I ... �•iD p�A I I IrA T O Z A •OIIN p W 1. 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P<�r 2S tj y (ICI O PC �j •O s < m P �� I_R�p�[ojp [ P O r m __�. > 1P ItIN III OO Ifl L�gi�C>A G \•r> ooAA i I ia11 /P2� N �e IC i jr O > -- m0 iCTO ��p� � r• � m �N � m � �f�� 11�.Z � � �p --DiZ O 1- Irtl ,. r �. . 91�7 W. TITLE. OR/bW DC 1511 W I LP I N6 1K ,p°jum MG PONAL P '•5 CORPORATION 12-12-44 R KRX 0 i9�44-MCDOrw 1BROP0Y. ILLINOts 60521 Corporative. MATERIAL/OECRIPTION J OTHER - fEVIB®?/ "ME OPAMIN66 AND SPECIFICATIONS ARE M WNPIDBITIAL AND PRO�ItIETART FRWORY OF HOPMALD'S 2x•HOOD HALLS W NOW i.MISTS � H.$. COTiPORATION AW SHALL NOT TIE CCPI®OR POWPLICOD HITNWT HRITTEN ALITHORIIATIOi. THE CONTRACT DOOJIEi+TS HERB PREPAREP FOR USE ON THIS SM41FIC SITE IN"KLI Y,TICN NITH ITS'ISSLE DATE 1DD DA7E f�l®®AR2 NOf SUITA9..E FOR USE CN A PIPPOENT 51TE OR AT A LATER TIME. USE OF'YKSE DRANIN55 FOR OR FNNPLE ON ANOTHER PW.6CT RF1AliREa THE SERVICES OF Rd•P81Y LIODOW ARCHITECTS - ws f CR DHAE CH ANMNER T IS NOT AUTNORITID. PWUVT CAP FILE. STATE•1TE OPDl., DATE 15511® Sitt ADORGSS - .1., 01.AAugS 6ENEIZAL REVISION NM 66 0 A B GENERA NOTES• • 29'-I I 1/2' 23'-9 3/4•. 2 3/4• MAAIGAon W0 7 4•-4 1,14' S Ep, 5PAGESa O 92'O.G. 13'-4 I/4° MANSARD ROOF 7RI/SS SHOP DRAWIN6S AND CALCULATIONS BEARING A REGISTERED PROFESS1 ONAL/STRUCTURAL ENGINEER'S CERTI FIGHT ION IN THE STATE OF HASSAGHUSETTS SHALL BE -b• I'-b' 2xB FASCIA BOARD SUBMITTED FOR REV IFJV AND SHALL CONTAIN THE FOLLOWING yy SEE ARCH DRNSS. INFORMAT]ON FOR EACH TRU55 TO BE PROVIDED. I- . 'I I FOR DETAILS. • DETAIL OP TRU56 SHOWING SIZE OF MEMBERS. SPECIES AND WORKING STRESS OF LUMBER USED. 1 • LOADING CONDITIONS USED IN DESIGN. • CALCULATED FORGES I N EAC14 MEMBER. T/PARAPET SHEAR WALL C 4 T — •� OUTSIDE FADE • CONNECTOR SIZES, CAPACITIES 4 LOCATIONS. .� -4 OF FOUNDATION TRUSSES AND TRUSS PLATE GONNec.TIBMr SHALL BE DES16NEP IN ACCORDANCE MITH THE 'DE51614 SPECIFICATIONS FOR METAL PI _ PLATE CONNECTED WOOD TRUSSES', TRUSS PLATE INSTITUTE. FOR THE LOADS AS INDICATED ON THE PLANS. HI m + - 1 WOOD ES CA BE TOP GFK)RDS SHALL BE OF-t OR SDO OR BETTER. \ TRUSSES CAN BE SINECT OR DOUBLE RF AS REQUIRED. DOUBLE NIT.TRUSSES I N T/DBL 1 O EL. A X X I.. •• SHALL BE SHOP CONNEGTF•D TO PERFORM A5 A MBNOLITHIG UNIT. (.10'-I 1/2•) ry 54 Q WOOD ROOF TRUSSES SHALL HAVE 2X6 MINIMUM TOP GNgRD5. IU 2xb INS NDER - TI CONNECTIONS SHALL BE DE-916NED FOR 193%OF THE SHEAR WALL B I BUILT P CRICKET. 5t3= ry DOUBLE JOIST CALCULATED REQUIRED FORCES. 5/53 DETAILS. 1 X X r SEE A9 FOR EXTENT. TI I TRUSS HANDLING, TEMPORARY SHORING AND 6RACAN6 OF TR1/55E5 2x12 O 16' O.G. g < DURING EtEGT ION 15 THE RE _IBILITY OF THE CONTRACTOR. PLATFORM FOR .� :, SUPPORT OF MAC-1 2x6 F ]NO" O NIT. SEE ARCH. X AROUND L \ a X I I 1V �" '[• JDI ST'S ON 5: FOR EXTENT CONTINUE 2x6 OPN65. TYP. DOUBLE MEGMM T DI TI ry \ LEDGER FROM - \ WOOD 'I' JOISTS.SHALL BE MAM)FACTURED MITH LAMINATED VENEER SHEAR WALL D PROM DOUBLE 2xb 1 JO15T WT•.I 1 - m FLANGES TOP AND BOTTOM. ORIENTED STRAND BOARD OR PLYWOOD O. SHEAR WALL D TO DO116LL U.N.O. BELOW 1 HEADER O I ALL IPMENT CURBS. - r I 53 O WEBS, AND A55EMBl.ED WITH WATERPROOF ADN¢SIVE. • T/PARAPET 4 5� 4 FOR DETAI L5 ♦ m ® N TI _ I. MECH UNIT. r ALL LVL SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES, (•I6-11') 58 FASTEN 51M - _ TO I-S4. I t' 12'-0' m DOUBLE \ V I- X TI I MODULUS OF ELASTICITY E FLEXURAL STRESS Fb x 2800 1 2.Ox 10aF�1 eLMWR (/�\ • yy JOIST HORIZONTAL SHEAR PERP. TO GRAIN Fvj= 286 PSIS ' N N 1l3�y ry 11 r MOOD 'i' JOISTS SHALL BE MAWPAGTURED BY. I • r• X PI'; OrOl/Bl. MMEI,M IT KI 'M X° 0 J1 X • Tt I TRUS JDI ST MACMI CLAN SERIES - TJI/45G, TJI/ggG1 •' LOU151 ANA PACIFIC SHIES - LP1360, LP136o I ' 4 1 O At JOIST MT.=1 J 6._q. 4._ 1• J _ 2 1 O O I ANY SUBSTITUTIONS MUST Be APPROVED IN MRITING BY ENGINEER 1Yi ry I• 9 m � Xry _ _ _ _ - g OR AiL',HITEGT OF RECORD.SHEAR I Z q \� M'WI- A ' m q MAGV7 NIT r - X® ` N{XO COLUMN GI X Q X O a I SHIM AS PROVIDE 3REGUIREP TO PROVIDE FULL BAEARIN5 AND LEVEL SUPPORT. 1200 LOS. N ap m �D�•i -1 2 R DOUBLE _ - I TI FASTEN BOTTOM FLMk5E TO�11PP10R75 NI TH 2-Bd NUiLS UNLE=}S C - JOIST T a - N ATEDBHOWN20NF gROM WNTpMINl EM52E SPLITTING, NAILS SHALL �' - ,o 4 w UI 6 - V iy1 X_ jQ� DO NOT GUT AUTHORIZED OPENiUFA SHALL BE PERMITTED T/Aa0U6Fl YE85 �F k X Z X Q TI I ONLY AS AUTHORIZED BY MAI•R/FAGTURES SPECIFICATIONS. ~O 3 ��� '-4' y II'-10• i 0 1/2' _+ .D �p I4arESL—�'1 - 'ry ALL J016T HAN6EM75 AND FRAMING CON EOTORS SHOWN AM MANUF. .■ � ` • . T/DBL C O EL. Z - BY 51 MPSON STRONG TIE. ANY SUBSTITUTIONS MST BE APPROVED IN 7 EAR \ f- (+10'-I •1/2') m X TENT OF _ I - m 'a li ARD. r TI I WRITING BY ENGINEER VEER.OR ARCHITECT OF RECORp. 2xb BL �1 IN6 NDER r 1 r £ .. 2x6 BLOCK 1 N6 0 _ REFER 70 PLANES FOR NEB 5T 1 Ff'Et'!�ANO C.OM4CENTRATED LOAD. I. BUILT UOO�qq..1//��CRICKET. SEE _ a _ V if, 024'O.G.FOR \�yl�� `a REQJI REMENTS. 5/W F'JOETAILS. - A SUPPORT OF x m p1LL x I SEE SHT 9 FOR EXTENT. 2-2x10 ry 2-2x10 " PLYWOOD. 71 REFER TO MANUFACTURERS INSTALLATION GUIDE FOR JOIST BRACING O ¢1pLt 4�yyL�� � _ " O I DURING ERECTION: �N�6�J�_� I • l;i' 4 / ' 2-2.10;D 2 W. 2-2x10 X \- R• DOUBLE 15T X X 7t _a LA►!I MATED VENEER LUMBER ILVU Kilt, f, �/ •y7 X X X h PI I I I PIB4 ALL BEAMS SHALL BE MANUPAGTURED WITH LAMINATED N00D VENEERS �6kb3�F a 1 ry WAADHESIVES. 0 I- _ y TERPROOF AND , •12' s 1/2' a . . ... .... '",» LVL SHALL HAVE THE FOLLOWINIG MINIMUM PROPERTIES Vp; 4 ALL HI HI T _ y �Myj 't• Y _ �_ I I 'a MODULUS OF ELASTICITY E = 2.Ox10 PSI k NF F FLEXURAL STRESS Fb 2b00 PSI ��A■C a{4+�r, 4 4 m m I I HORIZONTAL SHEAR PEW. TO GRAIN Fv =- 205 P�I y r m f AY7 v 53 m OUTSIDE FACE LVL BEAMS SHALL BE MAP$1FACTURED BY, SEE PARTIAL 2x6 BUILT UP 7/PARAPET I I I _I_ 1 PLAN RISE VE 1-54 SIMILAR SEE (+16'-I I') _ OF FOUNDATION TRUS JOIST MACMILLAN SERIES - PARALLAM OR MICROLLAM �p ® p ly THR/FOR NICANOPY 1COMAECTION OF LOUISIANA PACIFIC, SERIES - GANG-LAM y� i• < F DASHED LINES BOISE GA5CADE SERIES - VERSA-LAM OR VERSA-LAM FRAMING. STRAP TIE TO SHEAR NALL E I N I DENOTE CARPENTER 6EOR61A PPCIFIG SERIES - 6-P LAM ~ QUILT FRAMING AT q LL_ I LEDGER BEAM�(S THUS). OONTINUE 2x6 —I L _ I_ L sa CORNERS. (TYP.) ANY SUBST I TLTIOMS MUST BE APPROVED IN MRITING BY ENGINEER �` ����6 . SOLID 2x3 WOOD LEDGER FROM OR ARCHITECT OF RECORD. {i X-BRACING NAILED OF OPN6. BEAM B4 TO OF 3 T/DBL EO Fl NOTE, STRAP EACH END OF DBL. 2xB TO IY POST P1. S� PROVIDE 3' MINIMUM BEARING OR AS SPECIFIED ON PLANS. JOISTS BETWEEN 3-53 FOR DETAILS. (+12' S 1/2' DIMENS ARE STRAP TIES IONr STUD WALL BELOW WITH 'S1MQ501J'AP REFER TO FLAW,FOR FASTENING OF MULTIPLE PIECE 8EA£G.Z JOISTS WFIEfE SHOYAI TD&OF OVER TOP OF N 2xb 55 4 T�STSAS Q Mc lh�g MANSARD REQ'b TO ATTAGN TO INSIDE FACE L I 24'-b' 13'-1 I' •-4 I/4 2 EQUAL '-4 1/4 TRUSSES. •-4 1/4 OF WALL STUDS. PL.YNIOOD ROOF SHEATH 1 NO SPACES ROOF AND IMAIWSAIZfl SHEATHING SHALL BE MINIMUM 9/0' (NOMINAL) APA RATED 40/20 TONGUE-AND-GROOVE EDGE SEALED PANELS. 1�OOf@ PfPa�.M I 1V6 }�L/�M FOR UFW�I�MIN IMUM 1/0• CLEAR BETWEEN PANELS TO ALLON SCALE, 1/4' = 1'-0' MANSARD AND FLAT ROOF SHEATHING SHALL BE-FASTENED TO (• I, SEE SHEET 54 FOR SHEAR MALL 5C44EOULE. SUPPORTING MEMBERS W/10d NAILS O 6' O.G. AT PANEL F_D6ES,AND " _ �•� i 2. SEE SHEET 54 FOR COLUMN AND BE SCHEDULE. 12' O.G. AT INTERMEDIATE SUPPOPRTS. AM Q NOTE, NAILING FOR FLAT ROOFS AT 21 PSF REF. NINO PRESSURE lAAO1N6 SHALL REGW RE FLAT 2x4 BLOCKINO BETWEEN JOISTS AT ALL T'1.9 1/2' R'A 1/2' 10'-11 1/2' PANEL EDGES N SHALL EXTEND FOR A DISTANCE OF O' FROM ALL NMLL R a 1 i M516N RIEN2UIIZE E HEADER 50HEDULE EDGES. FASTEN SHEATHING TO BLOCKING W 10d NAILS O 6' O.G. 1 9'-1 T O' 2'-I 5/B• 5'-R R/8' 2'-I g/8' 2'-I I 1/2' TRUSS MANUFACTURER TO DESIGN MANSARD WOOD TIAIiK MEMBER SHAM BRb, REMARKS M15C.ELLANE0U5 TRUSSES FOR APPLICABLE CES16N LOADS AS SHORN ON ALL DIMENSIONS ON STRUCTURAL DRAWING5 TO BE GMC.KED AGAINSTSHEET I , 3- 2x0's ♦ 2-1/2' ARGHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS BY THE 0 REGUI SREMENTS A5 NOTED ON 1, ALONG J4ITH THE HI PLYWOOD FILLERS ® I I/2' 6EMERAL CONTRACTOR AND ANY DISG�PANCIES ARE TO BE . m \ \ m \ REPORTED TO THE ARCHITECT IMMEDIATELY. 2x6 TOP GHMORD Ia 2xb TOP GFMOf� 2x6 TOP - SHEET S2. THE FOLL•OV41NO 3- 2x 10's + 2-1/2• I 1/2' • • I MINIMUM - ry MINIMUM - ry MINIMUM 0IAGRAM WEPRESEWTS 5UFPdR1,CONDITIONS FOR H2 PLYWOpp FILLERS ® THE CONTRACTOR SHALL ASSUME RESPONSIBILITY, UNRELIE14W BY m m m MANaAfO TRUSS DESIGN, RE OF SHOP DRAMIN OR PERIODIC OBSERVATION OF O N K V FOR PABRTION, FOR CNIPL IANGE WITH THE CONTRACT DOCUMENTS, - FOR FABRICATION PROLE S AND CONSTRUCTION TECHNIGUES. AND \ FOR SAFE C.ONDI TI DNS ON THE JOB SITE. a. . Y\1 Y\I pj D DO NOf SCALE THE DRAWII.165: LIEE6LD5WT O FIND CUT 't 3-20d NAILS 0 1 m " m IwoP. " m t.E6 AS ry Q TO EA. 2x HEADER 9'-3 1/2• b'-4 3/6" .- y • HEAD62 °Ff til • r\\-2-2x6 Fl11_L NE 16HT' i• � sK TNTI TRUSS 72 �rSS 73 NOTE`.�SECTIONS ON SPIKE TO STUDS bd NAILS O Ib• O.G. " 2x6 CRIPPLE K T SHEET 59 FOR ACTUAL W/ 8d NAILS MANSARD WOOD TRU55E5 SUPPORT LOGAT1oNs. a 16' 0.0. i SCALE. 3/ ° 1-0• 177 14L1MIN6 th • B CANT. 2x4 RATE I GONT. 2x4 PLATE CONT. 2. PLATE O T/ _ 5/6' PLYWOD O T/MANSARD 4 - YNOOp I/2• RYWDOD SHEATHING I NG 5/6' PL O EL. 16' ' - SIEATH I N6 T/MANSARD c,�FHF.ATN I NG ' COPTT. 2x4 2x6 STUD NALL BUILT q 5/6' PLYWOOD PLATE W/8d - TO AL16N W PARAPET SHEATHING NAILS O 6. O.G. 5/8' PLYNOW 5/8• PLYWOOD HALL BEYOND. SCAB TO INTO PLYNOOD I SHEATHING - SHEATHING MANSARD TRUSSES AS RW'D. ,SIMPSON, FIELD GUT LEG ST2115 STRAP OF MANSARD TO FIELD CUT LE6 . SIMPSON 'A35' FRAMING TIE EACH TRUSS SIMPSON 'A35' 19tAM1 FIT 51HP50N •A55' FRAM N6 OFTMANSARD TO Z ' ANCHORS(3) PER TRUSS I ANCHORS(3) PER T ANCMOiS(9) PER Ila_ o (TYPICAL) 2x6 BLOCKING (TYPICAL) STYN. JOISTS 1 LONT. 2x4 RATE !TYPICAL) STRAP TIE EA?I15 F- . MANSARD WOOD TNa us.Ec W/bd NAILS• • 5/8' PL•T/tlOD AT 52' O.G. SEE b' O.G. INTO JOIST AT 32*tfl/0. TRUSSES W/Bd NAILS O MANSARD WOOD TRUSSES AT BELOW AT 32' O,G. SEE GONT, 2x4 PLATE AT AL1 O.G. TRUSSES SHT. 52 FOR SHY. 52 FOR 6. O.G. INTO FRAMING TO ALIGN W/1 JOISTS. TRUSS DETAILS I 5SHEAT SEE 5HT, 52 FOR SLOPE JOIST PLYWOOD �TRUSS DETAILS � � TRUSS DETAILS 1/4' PER FT. I 1 ' T/BEAM T/DOUBLE PLATE 5/8' PLYWOOD O EL. .12'-5 1/2' O EL. .12'-S 1/2' SHEATHING T/DECK . SHIM WOOD I JOIST PROVIDE 5/8' VARIES VARIES BLOCKING(TYP.) PLYWOOD SHIM PROVIDE 5/B' Alk T/�AN BEYON TRUSS F1�ON TRUU95 o EL. II-1 1/2' --- BEARING I/ PLYWOOD BEARING THING DOUBLE"16' 2xb BLOCKING \11 10 Ib' I JOI57 MEB STIFFENER SEE PLAN JOIST � R-µ FOR yt FOR B/ O 32. O.G. SEE Jo15T SGFED B/TRUSS LOCATION. B/TRUSS WNT. 2x6 LOCATION.. Q EDGER CONT O EL. 10'-2' ON SHEET 54 POR SEE PLAN O EL. .10'-2' !SLOPED) N/2-ibd 2.6 JOIST W p C FOR LOCATION DETAILS. LVLIBEAM SEE SHT. CONT. 2x6 LEDGER 'SI MP50N' FMA30 O EL. .10'-2' NAILS O EA. STUD. 2�BEAM 04 52 COR DETAILS (SLOPED) W/2-10d STRAP ANCHOR EA. 2-2xb BLK'6 _ BEAM SEE SHT. O GL1 P. T(P. B/HEAC R I STA66 O 6' O.G. REO'D TWIST AS DIRECIL LOCATED O EL. •4'-2' BELON 52 FOR DETAILS STA6GERE-D ATTACHMENTS TO MAKE DIRECTLY TRUSS. - 1/2' ATTACW@NTS AS MANSARD TRU56. f 4' SH" 1/2' PLYWOOD 2x6 STUDS c 1/2' PLYNXID SHEATHING 5HEATHIN6 1/2• 2 3/4' ' CONT. 2x6 PLATE SEE ARCH. OM&S. FOR TOP t BOTTOM SEE DMGS. FOR SEE ARCM. OHGc, FOR • FASCIA BD. A SOF!'IT M/2x6 BLOCKING. FASCIA W. 1 SOFFIT FASCIA BD. 1 SOFFIT ON SECT. 1 V I D ONLY. 2 SECT I ON � % SECT I ON I SECTION Do Nor PROVIDE AT SECT, 10/S3. 53 3/4' - I'-0' S3 3/4' = I'-O' I VV 3/4' C40W. DEL. GONT. DEL. DBL. z .�11pZ�- 2x6 PLATE 2.6 PLATE 2x6 PLATE T/PARAPET O § n'1-1y T/PARAPET ELEV. .16 -11 TRIPLE 2x6 BUILT F• ii&"yy1Z 1 T/P ET .� T/PARAPET CJali •EL. .16'-I I' S/8' HANGER BRACKET O 4L OF HANGER N O EL. .Ib'-11' a EL. Ib' UP POST LOCATED I/2' PLY SHFATHI NG 1/2' PLYWOOD SHEATHING 1 1/4- C.ONNEGTION 4 BRACKET. �� r SEE ARCH. OW65. FOR r" j Q DIMS. GON7. 2x L�6ER N/2-IBd CONT. 2x6 LEDGER N/2-16d T/LEDGER VARIES NAILS• STVD _ =g1 T/LEDbEi VARIES NAILS• EA. STUD PROVIDE 3/4'0 BOLT S p1 ♦ I/2' �LYMOOD SHEATHING O EL. .14'-O' 70 15'-O' O EL. .14'-O' TO 15'-O' FOR 2x4 B_OGCING FOR SIMPSON 'A35• GLEVIS TOO PLANTED 3/4.O THRUBOOT BOLT W ti FRAMING ANCHOR FRAMING ANC+IOR m TOP BOTTOM S. O EOGE SUPPORT OF 2x4 STU • 16. O.L. 2x4 STUDS• 16' O.G. r PLYWOOD SHEATH N6 TYP• O TOP 1. TYP. •TOP / PLY SHEATHING BOTT OF BRAZE. /B' PLYWOOD BOTT OF BRACE. - 5/B' PLYWWD $.CENTER OF PLATE O BRACE 0 5�5-53 ~o SEE WALL FASTEN PLYWOOD TO TM1�• SHEATHING• FOR DETAILS k 2x6 PLATE ��AHENA7. SHEATHING I•O HANGER ROD ZLr__S SGHE SHT. 54 BLOCKING WIOCI NAILS RO OUTSIDE FAGS 2x6 PLATE TO OUTSIDETFAGE m/b• THREADS 1 FOR TA1L5 O 6' O.C. SLOPE J015T MALL OF KILL O3 CLEVIS FA.END zNr 9F�ATHIN I/4'PER FT. SLOPE JOIST - 1/4' HANGER PLATE O < SEE SHEAR I BET►EEIN DOUBLE 2x8 51 'A94' T/PLYWOOD •CH SHEAR HALL 1/4'PER FT. _ FRAMI ANGFWR VARIES SCHEDULE FOR SCHEDULE F SEE ARCH. OFaNG. FOR �t1 C DIMS. � N�r FASTENING OF FASTENING FOR ACHNENT PLYM00P SHEATHING WOOD '1' J015T PLYWOOD SH OF KING TO 16' 1 JOIST TO BLOGKIN6 BLOCKING TYP. TO BLOCKINHOOD 'I' JOIST JoI HANGER 2-3/4°O SIMPSON WALL TUD. ALT ATE ANCHORS _ FOR LOCATION CONT. 2x6 PLATP.PLAN BLOCKING tTYP.) 7HRu BOLTS Q III ' AS BETYEEN T/DEL. PLATE FASTEN TO h T/OBL. R COW I FASCI BOA ARp2x12 ��Ip 'o 1 STUD AYE. O EL. .10'-1 I/2' CONT. 2x6 PLATE 66 2xB OGKINb LOtNT. 2x6 LEDGER FRAMING BELOW • �. 0l0 - 16' I JOIST M/2-16d NAILS II -1/8' 1 JOIST .FASTEN TO W/2x6 LEDGER. 3� < (SLOPED) M/2-16d • 32. O.G. MIN: EACH J015T • 32' O.G. FRAMING BELOW61 BE 2xB a PLAN N/2-16d NAILS u 5TU FASTEN NAILS•EA. STUD CONT. DOUBLE CONT. SEEPLAN so NOTE, IF LEDGER 2xbTOP PLATE 2x6 BLOCKING MIN. EACH JOIST BL IN6 TO 2xb TOP.R -J�.r-B-/S-OFPIT 2x6 EDGER N/ IS TO BE SPLICED, VARIES 9'-O• MIN. BTY01. JOISTS VARIES 3'-O' MIN, 2x6 BLOCKING d' �• .10 '0 USE SIMPSON 'M5T136' S'-0' MAX. BTMN. JOISTS 3' 16' WOOD •!' O < � IOd IL5 O 5'-O' MAX. SOFFIT, SEE ARCH:J JOIST ON SKEI1. 6' O G. SEE STRAP TIE O ALL PLYWOOD R HALL NEB JOIST SC+ PLYWOOD RMIATHIN6 SHE MALL SGHED. 5PL]GE'. LOCATIONS. SEE JOIST SCFOR 5C SHEAR TALL STI FFEN92 IQ yI . FOR ASTENINb SEE SHEAR�-L ONff�. FOR DETAILS. OF YNOOD SLHED. AIL 54 2x6 STUDS ON SHEET 54 FOR FORD. SHT. 54 YEB 2x6 STUDS FOR DETAILS DETAILS. FOR DETAILS SEE JOIST SGHED pZ 2xb STUDS SIMPSON 'W' .SHEATHING TO O Ib' O.L. • 16' O.G.� ON SHOT 54 FOR DOUBLE RIPPED 2x8 JO15T HANGER SEE 4-58 � �r BL IME,. O 16. O.G. DETAILS. RAFTER. FOR DETAILS . GONT. 2x8 LEDGER W/3-16d NAILS• EACH STUD. 4 SECTION1 SECTION �1 ,SECTION �� SECTION EY8 �v 3/4' = 1'-0- S3 3/4' 1'-0' S3 3/4 1'-0' S3 3/4' = I'-0' 11 N OUTSIDE FACE A To SEE SECTION 1/53 2 5/8' PLYWOOD OF SHEATHING 5/B• PLYWOOD �'� FORBLO TTING BETOWEEN SHEATHING 4 O.H.SIMP50N 'M5T126' SFIEATHIN6 PLYMOOD MES STIFFENERS 5/6, PLYWOOD WEB STIFFENERS 1 ' JOISTS(NOT SFIOYQN) 16• MOOD I-JOIST STRAP TIE 1/2 1/2' CENTERED ON BEAMS FJITHIHk4 5�.JOIST 5CHED. SHEATHING SEE JOIST SCFED. a 32' O.G. SEE T/BEAM 5/6, PLYWOOD PLAN MEETSET. 54 FOR SET. 54 FOR SHEATHING 11KI FOR LOCATION? ELEV..12'-S 1/2' DETAILS 1 DETAILS - 4 1/2' p I/2' SIMP50N 'HL55' 16' 1-JOI40. 1 SLOPE JOISTS 11' 11' ANGLE WB-$/B'O SEE PLAN E1/4°/P7: SLOPEJOISTS1/4'/F7. LA6 BOLTS52 FOR LO a ELEV. .1 '-II I/2' ELEV..11'-s 1/2' B-EV..I I'11 1/2H' Q EIEV..11'TIBEAM l p1c1 < O 3/8'x14'x2'-O' e e ♦ • II O < • THRUABOLT5. BEAM a F•• 3/6.L PLATE W/ S/8'x14•x2'-2' TO PIT SNUG. SEE < Q pQI YY;11 4 5/4.O TFPII/ U PLATE •+/6-1'O SCfED. SHEET 54 16' LVL ONE J �•D 11 •1/8. 1-JOIST BOLTS. BEAM TO THRU BOLTS. BEAM FOR BEAM WIDTH. _ K Ib' HOOD 1-JOI9 T • 32' O.G. IB' NOOp -JOIST I FIT SN)6. I TO FIT SMUG. SEE 1'-6' PIECE BEAN VL BEAM •32' O.G. a 52' O.G? FOR AHf W I SHEET FULL SEE 5FgT 52 q n ' SHT. 52 JOIST HANGER LVL BEAM 16' LVL ONE 3 SIDES FOR DETAILS. \ 3 DETAILS SEE JOIST SGHED. SEELVL BEAN JOIST HANGER SEE SHEET �,G1, PIECE BEAM SEE I T5 Bxa COLUMN 75 Bx4 COLUMN I pI. SHT. FOR SEE SHT. 52 SEE JOIST.SGHED. S?FOR AILS SEE SLHED, SMmT SHEET 52 FOR C2' SEE SCHED. G2' SEE SLED.. C . 1, DETAILS FOR DETAILS DETAILS FOR FOR DETAILS DETAILS. SHEET 54 FOR SHEET 54 FOR r . DETAILS. DETAILS. - a SECTION SECTION Io SECTION II SECTION I2 SECTION 3/4' S3 - 53 3/4' = I'-O' ' S3 = 1'-0' 53 3/4' = I''-0' S3 3/4' = I'-O' i 53 3/4' = I'-0" SBGTlON3' [ 1 1/4' ISOLATION COLUMN 'G2' h GOLUM7 4 FOofIN6 JOINT 4 FOOTING MP50M 'SA36' A FACE GF OPENING • TIE ., 8• TS MN 'GI' ... M. O'-0. I. .5. 1 P.S. SIMP5CN •M5T126'STRAP 51 MP50N JOIST HANGER 9/0' PLYWOOD ON 1/4•-SETTING R I FROM BEAM TO POST 'LUS26-2' FOR 2-2x6 SHEATH INb ON Lp/4' NDN SHRINK I SEE 3-54 FOR I . •LU528-2' FOR 2-2x8 w/4-3/4•0 I ( 1/4. ISOLATION JOINT SETTING DETAIL m FOOT I N& 4 COLUMN SCHEDULE 5/9' PLYWOOD •LU5214-2' FOR 2-2x12 x W-2'43" MOCK 1 SHEATHINb A.B. 4' BOLT _ T/BEAM 4• 80LT PRp.EGT10N PROJECTION a IQP. IW ND RBA. IW ND 1�. IW ND R'WAIIKB 2X LEDGER 12'-5 1/2' U1 ( OPFA) I I � �J PRESSURE! PRESSURE! PRd911RP. , 7/ I T/SLAB b' 6' OAT COLUMN pp,,J 1'-0'N'-0'xl' 1••0'x4.4Y+1' 1'-D•x1'-0'xl' S@ S-S4 MR DETAILS .. +II'-II I/2' <d 1 e'. O BASER 1 A.B.Y1 O �•1,1 PI 4-+9 E.K.S. 4-•9 E.M.S. p-, O'-p" w/ASPHALTIC . PAINT TYP. ry m O SCHED. PIIERI w/6 C• 10" 10• BELOW 6RADE. 4'•O•.4'-0'xV 4'-W,6'O•.1• 4'•O•x6'-0•xl' 9M 4-94 FOR DETAILS r F REI NF. O VERT / °3 rye P2 •5 . 12 o.G •9• 1T o.G +5• 1a•o.c K LVL BEAM SEE DOUBLE Zx I 1 I/2' CLEAR TIES AS W @.M.B. E.M.O. E.N.B. SHT. ,2 FOR PLAN FHEADER OR SIZE SEE1 4 II II 4"' p SHONN. T/TF6. 2x6 LEDGER DETA I L.S. _ IJRyS Te E It,1/4 T5 4x4x 1/4 TS 4x4x 1/4 5�9-54 MR O��@ C /2x6 BLOCK IN6 2x6 LEDGER SEE PLAN GI BASE C• BASE C. BASE C. DETAILS TTe1 WALL STUDS PROVIDE MEB 16" YIOIOD 1-JOIST \ IIVy 9/4•x12•x1'0 9/4'x17•xl•-0 9/4•x12•xI'-0 4-53 FOR DOUBLE 2x6 STIFFENERS N.S. = PLAN < T9 Bx4x1/4 19 Bx4x9/16 75 8x4x9/e 9@ 4-94 FOR BASE t AILS. POST EELOW ! F.5. AT ALL 4.4.. � G2 BASE C• BASE It. BASE C. DETAILS N BEAM EEARIN6 HEADERS. SEE - 3• OLR. I•xl0•x l'-4' 1'x10',1'-4' 1 114•x10'.I'•4• T VL BEAM SEE BUILT UP 2x6 POST' 8-�FOR NAILS. C BI 3' LR. . 52 FOR BELOW BEAM TYP. 5EE SCHEDULE SEE SCHEDULE TAILS. FASTED, T06ETHER 6d - NAILS 6 16" O.G. 5ECT ON_ r1 5EGTION r31 SECTION 4 SECTION t5 ,� FOOTING 4 COLUMN SCHEDULE 3/4' = 1'-0" `�4 3/4' - 1'-O' `JI 3/4' = 1'-0' cc • .FILL WMAs7(G I WOOD "I—JOIST° 50HEOULE BEAM SCHEDULE ALIGN DOUBLE 2x8 RAFTER (3) 2x6 BUILT UP LIVE E. 1 �m MANam. _nI57 NAwaA[-Tu?�RS' g�Fg MARK LIVE 95 F94ARK9 WI7N TRIPLE 2x6 BUILT POST AT EACH EACH �'d 1 � . 7 UP P05T AT EACH END OF END OF OPENING. SEE DaT4 OPENIN&. TYPICAL. HEADER SCHED. SHEET �� 99t1d _ 52 FOR DETAILS. 81N8L! DOUBLE BI (911 9/4'xl6'L.Y.L. 4' OPEN.Nb II �/8' C MITI I-2 BI412-2 O LO111�5�MlATPIL R1L µ 'LPI/36A• ► �► , , ., BELCH 23 I6• A 16516 MP3 16-2 02 f9)1 9/1'x16'L.Y.I. 1 '♦ . 104.0 A O• o j6 ?° o? OTRIA JOIST MACMILLAN BB 019 1/4'x161 LQL. di PIKE W.AMpO so LOUISIANA PACIFIC •LPI 36A' 16' MIT416•• IPI416-2"• B Y0916••• 16-2•1 04 (9)1 5/4•x161 L.Y.L. I TR/5 J0157 MAGI]LLAN •7JI/SSG' NEXT'" 2 0 LE i.l T/B' G MITII-2 01412-2 CO MSAMOUT MAX.ORNING AFTER ` PLY 5 96 16' C MIT416 YPI416-2 LOUISIANA PAGIPIG 'LPI 36A' d ILI 7/4•x16•L.r.l. 5 n�ppl .. SLAB 15 CAST '- 6 NATED VENEER LU18ER(L.Y.L.) A5 MAMIFACTURED BY. g¢ LAMI 7 EATH I ix• 4J I 1 '1/8' G MITI I-2 IP1417-7 Tit115 JOIST MACMILLAN PARALLAM OR MICROLUM � ' SAW GUT JOINT p ry © I6' C, MIT416 YPI416-2 y LQ1Is1ANA PACIFIC GANG-LAN N ry ry A BOISE CASCADE VERSA-LAM OR VERSA-LAM PLUS I �6 y6+i • AS MANUFACTURED 5IW'.,ON STRONG-TIE caHDffCTORS 6EOR61A PACIFIC P F 6 P LAM h �It - - - • PFO USE WITH TLPISSG SERIES JOISTS JOIST 1/8' MINIMUM bAP ` ;. TOOLED JOINT 18' IAP •• FOR USE WITH LPI 36A SERIES JOISTS � 1 1/2• MAXIMUM bAP ■ M•- 2x6 �JOI SJ SC44EVULE €� 111! _ FOR MANUF. ! SERIES ;:; . ,6' • 2x12 HE 4 LA IPN % MNE.S.$TIFF9 � AXeR I 1wIQQ � F•1. .'-� 6 i • iD 3 EO. SPACES 1'Y O 7S n�Y !(l� NOTE o {y43c °••-po.? .6"O�•O O 'O °'0 b'-I 9/4'z PPED FROM l�l/4' ------L- 0d NAILS FOR _��r 9 1/2' pM@7liER BEAILSPw/ nfii �JOIST HANGER �jAT BUILDING TO 5 1/2' PLYWOOD, 090 OR JOIST TYPE A/B OR BEAM. SEE 3 RCHS OP Ibd•CANOPY EDGE. TYP. SAPIN LUMBER NEED IOd NAILS FOR SECTIONS � � � COMMON WIRE NAILS � 3 STIFFENER N.S. JOIST TYPE 0 e 12' O.G. OR .. � �< '1 / F.S. x S I/2' 2 ROWS 1/2'e THRU =n1- 214 KEY LONfi. WIDTH OF HER .BOLT$a 12" O.G. < CONSTRUCTION JOI STIFFENER TO AL16N 1/0' MINIMUM bAP 115E SAS WAILINb 11 -#1- a- LL bU F I TH�1-JOIST' 1 1/2* MAXIMUM SAP �C.ONCENTRATED LOADrj. WEB STIFFENER AT I I HOOD J.. CONCENTRATED LOADS I I SEE SCHEDULEASERER FOR . MANUF, 1 SERIES �1 SLAB ON 6RADE DETAILS_ CANOPY FRAMING PLAN 4 JOIST SCHEDULE5 WEB STIFFENER AT END 3 OR 2 PIECE L.V.L. BEAM 54 3/4' = I'-O' S4 1/2. = 1'-O' `.� I - BEAR 1 N6 (TYP. O ALL JOISTS) L1�a o ROOF OIAPHRA6H A SEE SECTIONS SHEAR WALL 50HEOULE SHEAR WALL SCHEDULE Z Jill REFERENCE WI __ ND PRESSURE u 12 PSP REFERENCE W R-•='AIND " RE - 21 PSaF • 1^ OR SIPAT111N6 OWN• PAIL' HOLD • A►OMOR Y 1 9FB°ATMIN6 BHEATNIN6 l 9Fkl�NH ll•e HIOI'Dp'PI++ BOLTT R94ARK9 MARK 9HEATMINS BHEATMIE per,�P�Hit, SPAGI116• ANGOR9 BOLT REMARKS '• ALL FLYHOW PANEL MAIL 912>e ►Ie8 B26E9 ANGORS SPACIN6 NAIL SIZ SPACING Z JOINTS. 111jy1� k PROVIDE DOUBLE 1/2' 6d 6' 44172A 48' A 1/2' ed 4' HD2A 49' F 'A 2.6 STUDS O ALL . HOLDOWN LOCATIONS lod •••2• 2-HDOA 12' 1-1/2'LAYER PROVIDE SHEATHING 1-1/2'LAYER O 1 2x6 STUDS O I6' O:G. EA. BIDE � O' ]-HDSA 16' ON BOTH SIDES of MALL B FJ.. SIDE �eo M SIDES OP DOUBLE HOLDON G 1/,2' 6d 6• MD2A 40• (. 1/2' 8d 4' ND2A 96' If lry Z !• . ANCHORS FOR MALL - B ONLY. MA 1/2' OD 6• MD2A Ip• p 1/2' ee 6• HD2A PP MASHER 1 NUT 1/2' 6d O• HD7A 46' E 1/]' ed 4• HDTA 96• yMj CONT. 2x6 PLATE 1. MIND LOADS GOVERN OVER SEISMIC LOADS UNLE55 1 NIT5HEAR WALL SCHEDULE A5 NOTED IN THE REMARKS COLUMN. C; MASHER2. ALL MEMBERS TO BE S-P-F NO. 2 OR BETTER, U.N.O. a' (7YP,)' Al REFERENCE W I ND PRESSURE ■ 19 PSF 3. MAIL ALL SHEATHING TO INTERMEDIATE SUPPORTS a 12' O.C. _zvNAIL SMEATHIN&TO ROOF DIAPHRAM CHORD 1 TO EACH a . • 0WAOID16 VAIL• Np,Dpq•+ ANCHOR MEMBER/WALL VERTICAL CHORD a THIS SPAAN6. '/5LA0 OCATHIMB--'IN* �I�o �pRB BOLT REMARKS .. _ AS MF6R. BY SIMPSON. II II EL O'er' NAIL 912C SPAGIN6 ... USE DOUBLE 2.6 STUDS AT ALL PANEL ED6E5. II-A 5/8'e x 1'-6' ANCHOR 1/2' Od 6' MD2A 48.BOLTS SEE 5GHED. FOR SPAGINb PRO✓ID@ 91EATHINePs. 91DB � ••]• ]-IODA IT• ONBOTH 5IDE9 dP MALLSEE SHEET 511/2' ea 6• W2A 46• 3� 1/2' edE v2• ed e• MD7A 4D.NOTE. PLYMIOOD PANELS MAY BE LAID UP�5HEA1R WALL HORIIONTALLY aR vERrICALLY. � J-BOX ON INSIDE FACE OF PARAPET MOUNTED 6' BELO4 TOP OF PARAPET WITH PHOTOCELL FURNISHED AND INSTALLED BY EC ZZ J WALL MOUNTED L16HT • FIXTURE OVER DOORrl 0. --__�I ------------ ----- I TO AP-2,96 I TO LP,31 SEE MOTE 9 I N E° + TO LP,8,10,36 I 6 12' M16H CURB 1 12' HIOH CURB I 6 . I 23' X 16' SHEET METAL + I &A5 ENTRY (UP THRU CURB SUPPLY DUCT POW(TYPICAL). �T I AND SHUT-OFF VALVE (TYPICAL). 11UU 23• x 20• SHEET METAL I CONTROL HIRING ENTRY(TYPICAL). RETURN DUCT DOW(TYPICAL). I SEE DETAIL BELOW. C • ECONOMIZER OUTSIDE AIR /-� POWER WIR1N6 ENTRY(TYPICAL). INTAKE(TYPICAL). 9 • I SEE DETAILS BELOT. . • ELECTRICAL DISCONNECT SWITCH, FURNISHED WITH UNIT(TYPICAL). Q GOAD. TO PREEZEr O WALL MOUNTE L16HT AND COOLER. VERIFY - YODC 10 TON HVAG UNIT - FIXTURE DOOR GUANTITY AND SIZE r •� 1 WITH 12' HION CUM AND HIRES WITH K.E.S. /� K-1 ECONOMIZER OUTSIDE AIR 1 INTAKE. To GE MACM1 I C-2»12 1 NE YORK 10 TON WAG UNIT I I I &e'ha (STANDARD TOP) OR I . ' 12 IRE TON UNIT I VI H•� �t� (EXTREME TEE) WITH 1 2' INTAKE. CURB MD I O Q ECONOMIZER CVF9IDE I • AIR INTAKE. 1/2' COND. 4-012'S TO 1 TO AP-2,(21.24,91) 12• H16M CURD J-BOX GEILIN6 IV I' CONDUIT WITH 468'S SEE SHEET 4. (TYP. FOR ALL 1�.. St3=MOTE 1 EXCEPT E4) SEE NOTE 4. - r----J L m_ SEE NOTE 1. r .... .. HAUST FANS To OPEN �IN T/E'DIRRBG IT ON�OF AAMON(TYPICAL). 10 112• CONDUIT 3-612'9 12• 141614 CAM 12• H16M CURB e I - ry HIP rTO 7ROL OPTIONALPAN LLI6HT1N6 Y� ------ ------ AY V rp a_ Egg ; I 1 --- ---------- J-BOX ON INSIDE FACE Or- PARAPET MOUNTED 6• BELOW TOP OF PARAPET I I FOR OPT. FURNISHED BRO OTHERS L ( Q�O Bc'ppttttW AND INSTALLED BY E.G.) 5�j� & I RO P PLAN , Z � a� 1/4* 1-0• it TANIDARD EXTREME HVAG UNIT SCHEDULE EQUIPMENT SCHEDULE h H t((((Q6\I ELECTRICAL PLUMBIN6 NOTES: YCfOC ROOFTOP COOLING A!D HEATI N6 IE9 NOTE, NO SUBSTITUTIONS ARE PERMITTED � � U�r rJ1-'I• T 1/2 COOLISOM2002S1P/M6 NI YM ECONOIII ZEP YVMYER Rf3I� 6' CLAM•aVPLAT 6RILL PAN. 1735 GP11 ' K 1. ELECTRICAL CONTRACT SMALL PURL 15H AND INSTALL A MATERTI6HT J-BOX AMP K_I TON GOOl.I.CAPACITY,145,OOD BTU-6.S�t PETN,MGp-2p0p• 1/2 M.P, 5.1 P.L.A. p_ 9/4' LpOt/I TO J-BOX 3/4' GONDI/1T TO J-BOX NECESSARY HIRING TO HOOKUP COMPLETE REMOTE CONmEN51N6 UNIT. )EATING CAPAGlx,24S OeH-'pa EFFICIENCY E-I 6f�ECK,f,VBE 140S6MD. 1/2 M.P., 5.1 F.L.A. ABOVE CEILING. OTZEY f[ ABOVE GELLING. GREY 2. ALL J-DOXES AND ACLES SHOWN ON THIS PLAN SMALL BE NATERPROOP. MOTOR HAP ER DRIVE 7YPE,5000-EXTERNAL STATIC 0.94• O 12OI/1/60 CYCLE o CABLE PiUR1ISHED 9Y HV `' CABLE FURNISHED BY HVAG �� 4 . SUPPLIER. SEE SHEET E4. >:3 SUPPLIER. WE S1 T E4. 3. ALL OAS AND ELa&TRI HVAG UNITS ARE R/(MISHED WITH A DISCONNECT SWITCH. � FULL LOAD AMPS,11.1(20e/730/60/51,94.1(460/60/9) 9' CLAM SMELL/FLAT GRILL FAN. D60 CI°I1 "''llll ELECTRICAL CONTRACT SMALL HIRE 3 PHASE TO MAIN LUGS. 6AS CQIE�GTION(P.P.T.).9/4• PENI,NY.A-2000 1/2 N.P.. 3.1 P.L.A. �` / / UNIT MEI6M,1.562)JIB. OURf WGIOHf.tSS Lee. E-IA 61�K.Cllet 14C50MO, 1/2 N.P.. S.7 P. A. 11p ®_ IL. J {L J 4. WEAT/EIZPROOF DI T SNITCH AND J-DOX PROVIDED BY FAN MAM/PACTURER. Y��f�cC R00PTOP COOLING AND IEATINM UNITS SERIES I2OV/1160 CYCLE ry ail . yy .�-.•.- FACTORY NI RED AND TO FAN BA5E EXTElSI ON. CONEGTION TO BE MADE ON 10 D•C8120N20ip2SHD/IE MITH lY.01O112e3t 2-DATTERY FRYER FAN. S60 C7'il it INSIDE OF CURB TO HMI HATE CONDUIT PENETRATION OF ROOFING. -1 D-1 TON COOLING CAPACI TY,116.000 8TU-4.0 EER O PEN),MGD-20D0 1/2 M.P., 5.1 P.L.A. 5, PISCOdECT AND J- PRO✓10�AND MOUNTED INSIDE MOTOR COMPARTMENT BY HEATING GMACI TY.24S MGM-19.SUN EPPiLIBMGY E-2 6fE8+EGIC,GUB� IOOS6M®, 1/]N.P., 5.1 P.L.A. MANUFACTURER. ICAL CONTRACTOR SMALL STUB-UP TH U RACEWAY IN CURD �' •1'E' EVAP, DI.OER NOMINAL CFM 40Op-EXTERNAL STATIC I.SI• 120V/1/60 CYCLE _ AND PAN TO ELIMINA CONDUIT PENETRATION OF ROOPIN6. MOTOR H.P.9- DRIVE TYPE.BELT FOR 6A5 HEAT, 1'C-3•b FOR 6A5 HEAT, 1-1/4'Cr3»2 D-1 FULL LOAD AMPS.52.1(20e/230/60/9).29.Of 460/60/9) 3-SATTERY FRYER PAN. 640 CFM YORK HP/ UNIT YORK HNAC UNIT 6. EXHAUST PANS MUST HINSED AS SHOWN TO PROVIDE PROPER MAINTENANCE. 6A9 CONFECTION(P.P.T.).3/4• O PENM.MGD-2000. 1/2 M.P., S.1 P.L.A. TO PANELBOARD. TO PANELBOMm• •NUa• UNIT M16W.1.512 LDS. G/itD HE I6M,155 LDS. E3 6REENEGK,CUBE 10OJ61m• 1/2 H.P.• S.1 P.L.A. WITH AND FOR ELEC. HEAT. Mt TH CU/RZB AND FOR ELEC. HEAT, • 1. WATER HEATER VENT(IF 6AS). ALL PLUM6INO VENTS THd1 ROOF SMALL BE MINIMUM 12OV/I/60 CYCLE ECONIOMI R H100D (77�, I-1/4•G-3M2 EC4NOMI ZER HOOP (21 KW), 1-1/4•G-3»2 10'-0' ANAY FROM HVAG UNIT OUTSIDE AIR INTAKES. r�RC ROppTOP COOLING AM HEIATING tM1T9 SERIES - TO PANEI.BOARD. (41 KYO, 2'G-M12/O 1 1/2 165291E HITN ECONOMISER 4-DAIMZf PAN, 1145 CPM 1 1 2 TON 1 2 1/2 TON TO PANELBOARD, TON COOLING GAPAC Ix.41,000 BTU-e 4 PEIN.NGD-]D00, 1/2 N.P., P.L.A., MECHANICAL TES HEATING CAPACITY1204 M13H-61S EPPIcI ENGr E-3M elzeaaErx.cuee 14OS61D. 1/2 M.P., S. P.L.A., EVAP. OLONPR NOMINAL Cf"SOOO-EXTERNAL STATIC, 1.06• 128V/1/60 CYCLE! m MOTOR M.P.2- OR VIE TYPE,BELT • 1: YORK HVAG ERP110 AT MUST Be ORDERED BY CONTACTING,JB4:'N.t El1AN OR PULL LOAD AMPS,Se.4(206/230/60/9).1e.6(460/60/3) y DIGC BORCMIERDINU6 AT BOO/115-4615(EXCEPT ILLINOIS) 6AS CONFCTION(F,P.T.J.3/4• TOILET PR0W13T M JANITOR'S CLOSET EXHAUST T PAN pyy�I11 6ROUND 106/214-0050(IN ILLINOIS) UNIT WEIGHT.1,161 LDS. CURB WEI6MT.155 LOS. O PEMN.AB-20. SSO GPM• I• S.P.. 1/3 M.P. C &U5H11 INS (PAX)1CM9/893-9113 E-4 6REl31EQ(,66-00-4. 550 CFM• I• S.P. 1/4 M.P. O00\ 2. YORK MVAG EORI RJRNI9HIED NITM, • .J yp�ROOFTOP 0001-INS AND HEATIMtl UNITS 3mles 120/1/60 CYCLE 5.4 P.L.A. 5/4• CONDUIT TO.-BOX TON DZ/ObQlIIW251B NI71M EGONGNII ZlR COMPLETE 111/BIRDSOMEEM AND BACICD'Wr DAMPER , fC 71 ABOVE CEILI N6. <iREY - FACTORY INST ELECTRICAL D15CON'E(T LO0LIN16 GPAGITY.g4,000 BTU-9.4 EER 1 Tf MEATING CAPAC1x.125 HEM-WS EPP1c113MOr GABLE FURNISHED 17Y HV - METAL FILTER NHIC4 ACCEPT I• THICK REPLACEABLE MEDIA EVAP. 0.0YER NOMINAL GPM 9000-EXTEieAL STATIC 0.91• MULTI-PURPOSE OVEN PJ04V1•T PAN Q �_ r- SUPPLIER. 5(E 5H`ET E4. GUIr - LOW LIMIT D1 THERMOSTAT R C.OMQf�5Ei0R LOCKOUT MOTOR M.P.I - ORtVE TYPE.DIRBGT PENN,AB-20. SOD CFM• 1/Y S.P.. 1/5 M.P. J Q ('H16M )EAT'. DI INS AREA UNITS ONLY) FULL LOAD AMPS.2q.8(200/250/60/3).16.1(460/60/5) 4P 6fR+BtBGK,6B-60-4. SOO CPH• 1/2. 9.P. I/4 HP l•� .VV.{{11 Mf . • / GROUND -6AS SHUT-OFF VAL AND ENTRY PIPING(6A9 MEAT UNITS ONLY) 6AS CONNECTION(P.P.T.).1/2' 120/1/60 CYCLE 5.4 P.L.A. yXy i 1 (. -J )NIT IEIOIRT.'/30 LEIS:, CURB NE16Mf.42 1.86. COMPLETE WITH DIRDSGTEEN S [[ -+.-► STRAP 3. CONDENSATE DRAIN FOR NVAC UNITS TO DE FURNISHED BY YORK AND C yyy I; INSTALLED BY PLUMS N6 CONTRACTOR. Y EF COOLINS AND HEATING UNITS SERIES VER►HULL YIAJlBVA9MER E�W/9T PAN -N yM s 4. 1N6TALLIN6 IEGYIANI CONTRACTOR I9 RE9PGN510LE FOR ASSemo IN6 AND TON 000LIN6 T .40.OOOO EAL W-4.!EER PEN'),AB"]D. SOD GPM• ICP1 9.P.. 1/S N.P. I,. E-4D 6REEN ESK.66-60-4. SOD CFM• 1/2• S.P. 1/4 HP I WBTALLIN6 BCOMOMI AND F.-OUTDOOR AIR MOODS AND(ON 6AS UNITS) NP.ATIN6 GAPAGIx,100 IEH-61{EFFICIENCY 120/1/60 CYCLE S.4 P.L.A. 111 n AkOPELM. INSTALLI Cl/CaT CN AIR INLET 4 OUTLET HOODS• EVAP. aLZMER NOMINAL GFH 1200-EXTERNAL STATIC 0.60• COMPLETE N11M DIRDGGR®M AMD DACXORAPTpAJPERCARS HEAT, I•G-3116 NIO'TORHP. O.S -DRIVE TYPE,DIM®GT.YORK AC UNIT ANELBOARD. BOTTOM PANEL 5. ELECTRICAL AID LNG CONTRACTORS TO PROVIDE A MATEiT16HT SEAL FULL LOADNP'.24.5(200/230/60/3).12.5(460/60/5) MARKEL RECESSED CEILIND MC(NT®WITH AMDOF HVAG UNIT (TYPICAL) - NEATER, REF92 TO SGMEOIAE NEAT. AROUND,ALL GOMDUI AND PIPES PENETRATING BASE PAN AMID EXTERIOR 6A9 GONECTION(F.P.T.).1/2'IZER YIOOD )MIT ME16MT.625 LBS. CURZB MIaWT.42 LOS.al KYU. rc-4»2/o HVAG GROUND I N6 DETAIL PAMaE,-5 of WAG w�Il '( 'A0LT"�`�"Y 1�� 1 i.. .{ t0 PANELBOARD. ME p /.1. 6. SEE YORK INSTALLA ON INSTRUCTIONS FOR EXACT LOCATIONS OF CONTROL � NOTE. ALL OF THE ABOVE TECHNICAL DATA 15 BASED ON 6AS UNITS AMID 19 ( 1 N 1. NOT TO SCALE - WIRING. POWER NIRI AND&AS P1PINO STUD-UPS TO NVAC UNITS. TAKEN FROM THE MANUFACTURER'S SPECIFICATIONS FOR •HIGH HEAT; MOTk. ABOVE FANS AMP WATER&FURNISHED-By MCDONALD'S ROOp.PLAK, . ' • I '�,' 16' X 23' SHEET HETK STIFFLY DUCT RANTING BET►EEN STRdICTYRAL B,pg4'g• GENERAL NOTE5 LIII I i - 20' X 23• SHEET Zror RREnX1aR DUCT 16• X 23' SHEET McTK SUPPLY DUCT . Ia/MN1MS BETNEEI STRUCTURAL I.INSTALL IHe NECiANIGAL CONTRACTOR TO INSTILL NYLON MEB ELENE4T5. z RUNNING BETWEEN STRUCTURAL ELEENTS. WVJ6ERS TO SUPPORT FLEXIBLE MXTY40W MHERE IT PASSES 23• X 20' SHEET METAL RETURN DUCT20• X 23• SHEET METAL THROUGH OR UNDER TRUSSES MID JOISTS. NOTE, MON'YI E RBOIL D EXACTLY RETVR6l DUGTJ SOW 6 MUST 8E INSTALLED EXACTLY UP TO HNAG UNIT K-1 (10 TOW. RUMNIN6 BETMEE4 STRUCTURAL ELEMENTS. 2.71E HVAC INSTALLER 15 RESPONSIBLE FOR 1ilfE 31HOMN ON 81EBT MI. FAILURE _ TO 00 W HILL ReBYLT IN T@7PERATYIR• FROBLBB. 23' X 16' SHEET METAL SUPPLY DUCT23• X 16- SHEET METAL SUPPLY DUCT INSULAT IpdKPOR SAME.METAL DUGTNORK AND YPI.ELIS AND . UP TO IIVAG UNIT K-1 (IO TOIL, UP TO F/VAC UNIT D-1 (10 TOW. 3-SHEET METAL DUCTWORK TO BE CONSTRUCTED AND SUPPORTED 16• X 23' SHEET METAL SUPPLY DUCT23• X 20• SHEET METAL RETURN DUCT PER '$MAGMA' STANDARD5, wI TH 1 1/2• EXTER••lAL INSULATION DUNNING BETIEEN 5TpX 7URK ELEI@R5. UP TO HVAC UNIT D-1 (to TOW• M1TH VAPOR BARRIER..12' 12' SHEET METAL PLENUM UP TO16• X 23• SHEET METAL SUPPLY RIFT 4•REFER TO SHEET B FOR EXACT T-BAR CEILING DIMENSIONING.TOIL EXHAUST PAN, SEE DETAIL ON RVNNINS BET►EEN STRUCTURAL ELEMENTS, iF TIE T-BAR CEILING IS NOT INSTALLED A5 SHOW ON SHEET/Q FOR 1N9TALLATION OP BACKORAPT 30 E9 IT WILL BE IMPOSSIBLE TO PROPERLY CONNECT FLEXIBLEDAMP R. R DUCT TO THE DIFFUSER OR GRILLE SHEET METAL BOOTS. 9.71E WAC.PAC9A6E INCLUDES THE FOLLOWING. (FURNISHED BY MODONALD'S) 12' 1/5 A. 2-AIR CONDITIONING UNITS WITH 16 GAUGE INSULATED STEEL CURBS S. 3-EXHAUST PAN STEEL CIR+BG. ALL 12• HIGN. is 2-HONEYYELL TT30001001 THERMOSTATS, 2-HONEYNELL N T1 GI 04161000 REMOTE AVERAGING TEMPERATURE SENSORSHOD ® (1 PAIR)$ 1-HONEY►ELL T1041G1025 REMOTE TELL R TURE .� 1 0 C SENSOR; 2-HQ$Y►ELL 0.1300A1016 5US-BASES 0' a D. 2-MARKEL GEILIN6 HEATERS(OPTIONAL) E. INSULATED AIR CONDITIONING DUCTWORK (FLEXIBLE) 0' fl@F. ALL ACCESSORIES AS NOTED, INCLUDING DRANBMD9. STARTING ISO 0, 12 17' 6. COLLARS, F, TI oS, Wars. NYLON HED HANGERS. ETC. DIFFUSERSA- H. 3-MOOD MOUNTING BLOCKS FOR TEMPERATURE SENSORS. SQD 14• 1. LON VOLTAGE CONTROL MIRE qq3� J (2 MONTH H SUPPLY P OF FIPLTERER MEDIA EDI FOR eAC.+fHE PI WTCYEUNIT o p. -jo HEMPERATUEYMELL E SENSOR ( ITHREV HO AVERAGING OF OPERATION - AR 14' 14' 0' TEMPERATURE 5EX•FiOR[WITH MOOD MOUNTING BLOCK) FOR WAC UNIT D-1. CONNECT TO 6.ALL HVAC EOUIPI•EMT. FLEXIBLE DUCTWORK, CONTROLS. ETC. MOWY ELL T1300 THERMOSTAT IN MANA6ER'S • 4 14' 14• ® OFFICE: SEE SHEET M2 FOR MOUNTING DETAIL. SPEGIFIGATIOI.IS5UBSTITUTI ARE PERMITTED. ARE To BE IN ACCORDANCE MITH W.POKALP'S WAC, YSTB4 1 . 14• H 14• C D-1 -1.THE 6ETERAL CONTRACTOR TO PROVIDE THE POUAHIN6, X 2• T`' 8• 8• B A. ROOF OPENING AS INDICATED El. SET A 1 ® G. DOORLBRI LL AND LE5.5EWRE A/C AND EX•1NM'T PAN STEEL CURDS. D. FRAME-IN DIFFUSERS. ' IZ' I E. INSURE THAT T-BAR CEILING IS INSTALLED EXACTLY AS. iI' SHOW ON 5HEET E3. 14• 6-ELECTRICAL CONTRACTOR SHALL INSTALL ALL LOH VOLTAGE 12' 12' 14• MIRINS, FURNISH 4 INSTALL ALL LINE VOLTA6E MIRING. I WA-WI NG FINAL C40NH•EC-TI ONE. MID INSTALL ALL.HO►EYWELL srpy(H�p THERMOSTATS 4 REMOTE TEMPERATURE SENSORS. 7 F� K-1 A_ 9.ELECTRICAL CONTRACTOR TO COMPLETELY STUFF J-BOXES.FOR REMOTE TEMPERATURE SENSORS MITH SCRAP PIECES OF F19ER- Q _ _ _ 6LA5S INSULATION. ALL SENSORS N)$T Be "g1NTED ON T"E O P A A 2 -4 -O HOOD BASE MNICH HAS BEEN PROVIDED IN THE HVAC PAGKAE,E. kk IO 0' 10' e D T 0 17. SEE SENSOR M4UNTIN6 DETAILS ON SHEET M2. 6~ I1[ i 12' 11( 14• 10.IP PIIZQ STATE AND/OR SMOKE DE7EGTOliS ARE REO111 RED, � ��,i� I 17• 12* INSTALLATION HILL BE THE RE•5FON518LIn OF THE H•_r jr ELECTRICAL CONTRACTOR. ioS_W, • •H O' - - Qo ® II-"HER MIRING FOR THERMOSTATS AND REMOTE SENSORS IS NOT IN • A CONDUIT, THE MIRING SHALL BE RUN TO THE UNDESIDE ® ® la• OF THE ROOF PECK. NOW OP THE OVER FLLOOF25CEdT BALLASTS, PONERRBOXES OR IN A GONp)IT M ` IZ' IN&SHALL Be ROUTED MITH LINE VOLTA6E MIRING AS ELECTRICAL INTE�CE MILL CAUSE ERRATIC CONTROL OPERATION. -0—,0��� �rp(14I{ 17.PLIABIN6 CONTRACTOR SMALL INSTALL CONDENSATE DRAIN P-TRAP sF (PROVIDED BY YORK) ON ALL HVAC UNITS. AND PROVIDE APO (:OPTIONAL) T --� INSTALL ALL SAS PIPING(EXCEPT SHUT-OFF AND FITTIMOS PROVIDED MITH HVAG UNITS) AND MAKE ALL FINAL CON?EGTIONS. =6I I • C'r� 6AS PIPING SHALL Be SCHEDULE 40 BLACK STEEL PIPE WITH H _ HEATEW AT(FURNISHED KITH $'N BANDED"ALABLE IRON PITTINS . a HEATED S'r0' A.F.P. 19.00 NOT PfE!SSURE CH ISCK 6A&L INES WHEN HOOKED UP TO WAG �1 UNITS. (EXCESSIVE PRESSURE HILL DAMAGE 6AS VALVES) 6� 4 1/4 PIA. BLACK IRON ® N . E-3 EXHAUST DUCT SERVING (OPTIONAL) IDS Fto 1+ 840 9-VAT FRYER. (FURNISHED MIFF fY€� AND INSTALLED BY K•E.S.) TAT(FURNISHED MITH ®6 I L1 jog- o . (2) HONEYMELL 6 SUlf-1001 THERMOSTATS FRA 9'-0' A.F.P. r < I WITH 01300A1018 SUB-BASES. 5ED SHEETS 11 1/2'.PIA. BLACK IRON na, � At AND E4 FOR MOUNTING AND HIRING EXHAUST DUCT SERVING E-I 11 RC-OUII7ENET+75. 6' 6RILL. (FURNISHED 1255 y1y1 r AND INSTALLED BY K.E.S. i. Z t. MARKEL HEATER SELECTION SCHEDULE TITUS DIFFUSER AND GRILLE SCHEDULE O � � H SENSOR T190OOP MO NTIMSREMOT TEMPERATURE NOTE. NO SUBSTITUTIONS ARE PERT ITTED. (. MIOTE, NO SUBTI TUTIONS ARE PERMITTED /\ 1. SENSOR("ITN MOOD NOUNTI NG BLOCK) PLR CEILING {.a its. `HVAC UNIT K-1. CONNECT TO I40MEYWELL T7300 OUTSIDE MINTER TEPERATURE SYMBOL NOVEL No. BOOT NECK CEILING pp� 4VANTITY I.' HEATER SIZE VOLTAGE AVAILABLE Type R�U� SE SHEET IN MANAGER'S OFFICE. �?• PER ASHRAE GUIDE � � � SEE SHEET M2 FOR MOUNTING DETAILS. o. 6• 1 25 DE6.F AND ABOVE 2 KH 2: la• x23 1/2' II O DEG.F THROW" 24 DE6.P 3 KH A MC PAS I. 10 T-BAR 23 1/2• X $ n, ' MECHAN I GAL FLOOR PLAN O DE6.F AND BELOM ,KM ❑ pp S. 14' x o•s q p p. I/4• HEATERS MAY BE DELETED ABOVE 40 DES. NI M516N TEMPERATURE m 1•-O• NOTE. SEE ELECTRICAL SHEET E-3 FOR CIRCUIT BREAKERS, CONDUIT B NO SO-A 19•x14' T_� r0 N 8 v I AND HIRE 512E5. SEE SHEET MlFOR ROUND T .23 1/2' 6HECK Sizes. ` ry ' IS'xIS• RR R_ � �Pj � .. C MC TDC 4NAY bee SHEET MI T-BAR I . POR ROUND DUCT X2311/2- 41 INST SHEET METAL DUCTS NECK SIZES. TONST I T UNOBSTRUCTED MECHANICAL GAL SYMBOLS MAX LATH ON OF 14' DIA. 19'xIS' U 30 (MAX MUN STARTING C.(TYPIC O D a MC TOG SHAY SEE SHEET MI T-BAR 29 1/2• X f FOR LPJCIBLe DUCTS. (TYPICAL,; A/C UNIT NUMBER FOR ROUND DUCT - ' & IBGK SIZES. x29 I/T s EXHAUST PAN N4RBHt 19'x15• �p DIFFUSER AND BOOT TYPE E CORNER TOO 2MAY FOR ROUND DUCT T-BAR 23 1/2' X 41H y`H, 1 NDICATES GPM YXUANrIn NECK SIZES. x29 I/]' O N v Al BALANCE 50HEDULE ® F.XOAUST FAN NUMBER - C 19•x 15• S -_ INDICATES CF"O17ANT 1 n SEE 51BET MI T-BAR a' UNIT O.A. R.A. S.A. E.A. PRESSURE F - MC TDC IHAY 23 1/2• R.EdM wSTARTIN6(gLLAR KITH VOLUME CONTROL ® FOR ROUND DUCT x23 1/2' X 21 4• DIA, STARTING 12• VIA STARTING K-1 1300 2T00 4000 •1300 PAMPER(SUPPLY Al NECK SIZES. 1 KITH DAMPER. COLLAR WITH DAMPER. HONEY/ELL TEMPERATURE SENSOR.:OR 6 MC 9100 10•x10• T-BAR — �_tl 0-1 1300 2TOD 4000 •1900 OT MARICB HEATER THERMOSTAT. 9"-8' A.P.F. FSEE TOR ROUND qU(T DR'IR L 10'xl0' 2 J_(a I� 70' HIDE Of�' H16N 16' HIDE BY 23' H16H O SMOKE DETECTOR MOUNTED IN RETURN AIR DUCT G-D "C 2T1 NECK SIZES. BOARD 3 � RETURN AIR DUCT MITH SUPPLY AIR DUCT MITH E-1 - 1255 -1255 OF INAL UNIT p/RI6 OMPR EXTERNAL INSULATION. EXTERNAL INSULATION. PLENUM w9TARTIMS DOLLAR WITH VOLUME CONTROL* NO no _ 10'x10• 10•x10• T_BBAARR 9 . SHEET MI E-9 640 -640 DANPETR(RETURN AIR) hl ® (EXH AUST) FOR ROTUND DUCT OROIALL 3 BLACK IRON EXHAUST DUCT BY K.E.S. HECK SIZES, BOARD y •. . 1 S'x13' C _SHEET 1+�1H CTAL DUCT INSTALLATION E 30D SHEET METAL •T• FOR FLEX DUCTWORK 1/7' 1'-O• Jiml MC 7DC 21NY SEE pS�HME�ETp�MI T-BAR 29 I/7• - FLEXIBLE DUCT STARTING COLLAR MITH VOLUME OPPOSITE FOR KR 91ZE9.T x� I/a' X • - - GONTR101_ DAMPER M 1 NCw24•TOGx 3WAY12' 10' x 6' K wITH 8' OVAL T- 29 1/2' . TOTAL ,2e00 3400 .8000 2945 .�� 1O• jT"I Ns ON ® NODULE PACE DUCT MCGK X12• x ,j STANDARD TEMP. , L STAt►!D COL-ORLD D15CHIARfiE FLEX DUCT CONNECT 1 O TO D FFUSE § MOOD SLOG:(BY , WAG SUPPLI&iJ st-Irab 6RI LEES AND SHEETMETAL PLENUM DOLLARS 1/2' CON®IT P 0 O C.1 NO SEE 'M�,ppNpe,�,D''S HVAG SYSTEM SPREADER BARS DTI t. PULL OUTER INSULATION JACKET BACK AND SLIDE INNER 1/2• CONDUIT FROM LI U 04E -OUT, START-UP AND AIR BALANCE M)5T BE u�,P� ABOVE To 2x4,'.J• AL• FOR COMPLETE I NFOFa1AT I ON ON TOOLS (TY' s) L 1 NER OVER 51EETNERAL cou AR. OWL N17H I AND FORMS REQUIRED. ECONOMIZER 7, OUTER INSULATED INSULATION FIBERGLASS HOOD SHEETMETAL JACKET .. INSULATION A. ME SET-UP (DEPLOYED � HOOT COLLAR INSIDEBY JINCTIOI BOX I. ILLS INSTALLER) Q ✓ A. REAR OLOSl/RE PLATES,MUST Be INSTALLED AN GLAMSHELL INNER DUCT LINER JUNCTION 0: 6R1 LL$. I+ TIERMO•STAT � IHOMEYFN_L REMOTESUPPLY-DIFFUSER OR ( �� � B, I FLUE BOX 6ASKk''TING MUST Be IN PLACE OR OAS GRILLS. SUPPLIER) TEMPERATURE - FLUE RESTRICTORS OPEN I• FOR OAS GRILLS. RETURN AIR GRILLE SENSOR (FOR ALL-ELECTRIC,ORILLS, PLUE.SOx OPENING BLANKED I ER) ®. _n �. ® 'III OFF. NO FLUE RESTRIGTOR OPENING. / qy GJ L. ORIELS NEED FIRMLY UNDER FpOp BY THREADED LOOKING (� 2. TAPE INNER-LINER TO 5FCET ETAL COLLAR Mt TH SILVER I(' STUD HALL 17SS 1 gJ17E VIEW D. OORIILL CANS IN PLACE AND PUSHED ALL THE NAY 114. z DUCT TAPE. DUCT TAPE SHOULD BE MRAPPED AROUND E. (FILTER GREASE CHANNEL AND COLLECT IMe,Cup INSTALLED. I SHEET METAL COLLAR TWO FULL TURNS. ' I MOUNT MOOD BLOCK BEHIND T'1041C 1025 T•'104161000 P, ALL GREASE FILTERS INSTALLED. NIT FROM HALL, To INSULATE 51N6LE SENSOR- AVERA6IN6 SENSOR- m IT FRO1L MALL, PACK 2. ERS JACKET PI BEi6LA5S INSULATION USED WITH USED W I TH I SHEETMETAL OUTER I MN'AJLATED _ " HALL NnMIINTINK INTO JUNCTION BOX. A. :� -INO BAR PROPERLY INSTALLED CREATING AIR SEAL BOOT DOLLAR " 4 KITCHEN TGHEN HVAG UNIT. DIN 1 t�h'i HVAG UNITS. , BETIEEd BA[,K OP FRYER AND HOOD APRON. I MUST BE USED IN B' HANGING�� BAFFLE IN PLACE AND SEALINO AGAINST INNER DUCT LINER YNELL REMOTE SENSOR BACKER BLOCK TOP WOE OF FRYER, I PA I R51 C. CA1i INS PIECE DON AND FLAT ACROSS TOP OF VATS TO SCALE IMOLDINO VATS UNDER HOOP. COMBUSTION AIR SEE SHEET E-4 FOR WIRING DIA6RAM. D. !FILTER GREASE CHANNEL AID COLLECTING CUP INSTALLED. CONTROL INLET Hoop RETUFdY-NDAIFL _ DUCT TAPE E. ALL FILTERS INSTALLED. HIRING ENTRY - ENTRY HONEYNELL T•1300 THERMOSTAT WNF16URATION S. E�Xn+AL)sr PANS RETURN AIR 6NAc5 cum 3• DULL o1frER INSULATED JACKET OVER 5HEE7FIETAL COLLAR A. VBNTURI INLET, FAN SEALIN6•AGAINST GASKET SUPPLY AIR AND DECADE A METAL DRAMBAND OVER THE OUTER INSULATED ON ADAPTER PLATE. GASKET LOCATION PLENUM JACKET BELOM THE SHEETMETAL COLLAR BEAD. B. I FAN ROTATION CORRECT.NO. MUST BE FIELD" POKER MIRING 1. C. FAN TURNS FREELY. IC, BINDING ON FT BEAR. APPLIED ENTRY' ® D. �CHECK FOR LUBRICATION OF FAN SHAFT t1EARINtGS. - B. TAK N6 FILTER PACE MEANINGS 1 1/2, I O d 1 2 i/2 TON UNIT SHEETMETAL - ///���OUTER INSULATED �• BOOT DOLLAR / JACKET I 1N65 CAN IE TAKEN MIRS ALL ROOFTOP UNIT'S RUNNI NI6 HOI 5TI N6 DETAI L / '- - FALL DUT51De AIR PAMPERS ARE OPEINED RO t 3/8' MIN. NOT TO SCALE I . F ROOPTOP UNITS ARE NOT RUNNINO, THE STORE'S REAR _ _ INNER-DUET LINER I . ROOP HATCM AND DRIVE-THRU MINDONS MUST TO I .� OPEN. PREPARATION AND MOISTING PROCEDURES FOR 2. INGS MUST Be TAKEN NITN EITHER A 4• TAYLOR OR 'SETTIN9 ROOFTOP PACAAOED UNITS UP-NRNDIFFUSE AIR OR _ METAL DRAFBAND LE O pAVIS ANEMOMETER. I.INSTALL SUPPLY/RETRA31 PLEUMS BEFORE SETTING i SNITCH I. :ON 9. THE FQLOMING PROCEDURES MUST EE FOLLO'ED M6R TAKING UNIT ON CURB. 1 . SNITCH H. 'ON' I ~M READINGS. 2.DRIVE SGREI TOP OF BOTH SUPPLY AND RETURN RUMS 4. CUT EXCESS METAL DRANB/WD CM AND MRAP METAL RUH i (SOTS A6M OF' HE TO CONTROL A. THE DIAL OF THE ANEMOMETER SHOULD REST LIOMTLY ON PRAMBANP IL TRATED SeTTINt6B� ^ 71V0 STAbC-5 OP HEATING AND I TM°SURFACE OP THE FILTER, AND BE KE+T PARALLB,. TO Wf�. THIS MILL PREVENT AIR LEAKS BETM�•1 PLENUM. KITH SILVER DUCT TAPE, 1 TM STAGES OF COOLING.) I I TO IT. AMP GEILINO SPACE. SMITSM 3. 'ON* c.. B. THE BODY OF THE AHEMOM IE R SHOULD ONLY PASS OVER 3.MAKE SURE ALL BEARING SURFACES ON CURB ARE FULLY O . • ����� (SETS THERMOSTAT FOR PROPEL THE OF THE FILTER, AND NOT OVER THE FILTER GASKETED. AS 5HOM1 IN HEAVY BLACK ON THE HOISTING SHEETMETAL OUTER INSULATED TE PERTURE CONTROL L.Ob1G.) F t HOUR, AWPM TIME SNITCH 4. •ON' DETAILS. THIS MILL PREVENT AIR AND HATER LEAKS. BOOT DOLLAR JACKET 2• 41 & k • INIOUS SUPPLY PAN G. THE! NOT LET YOUR'MAN OR ANYTHING P15E, OBSTRUCT 4.HOOK RIDGING SHACKLES THROUGH HOLES IN LIFTING LUGS INANER DUCT LINER ypR V, TION IN OCCUPIED' • F (SETS THERMOSTAT POR PROPER 7NE_AI RPLOM TO HE NE110NE713R. gall i• ARD CAN BE USED TO 6 OPERATION OF THE SUPPLY FAN.) D. START EACH PROMLTHE CENTER OFTT THE SIDE ME Hopp, OF THE FILTER OR BRACKETS AS SHOW IN DETAILS. = F_ .3JF ` TEMERATURE SETTINGS SNITCH S. OFF• TINE PRDORAMS (SETS THERMOSTAT TO V5e REMOTE E. LET THE PAN BLADE 6ET UP TO FULL SPEED B�'ORI? S.USE SPREADER BARS ACAS THE TOP OF THE UNIT TO DUCT TAPE 151 TEMPERATURE SENSOR. TM15.M/ST BE TURNING THE ANEMOMETER 'ON". PREVENT CRUSHING THE UNIT FRAME AND PANELS. SUPPLY DIFFUSER OR FIRAPPTA E SSS ,SET AT TIME OF 1N5TALUT10N11111 F. START YOUR STOP HATCH, OR YOUR CLOCK TIMING. AT THE RE7UWN AIR GRILLE METAL DRAFBAND I S(, SAME MOMENT YOU TJTM THE AN@AOMETEt •OI•, AND b.REMOVE DUCT COVERS IN BOTTOM OF UNIT F'OR DO+N THERMOSTAT CONPI6URATION SWITCHES SUBBASE GONFI6URATION SWITCHES IMMEDIATELY Oe61H YOUR TRAVERSE OF THE PILTER. DISGHARGE/RETURN DUCT CONNECTIONS BEFORE SETTING RSOGO-0R ►Hog V O. HOST T IMPORTANTLY, THE•ANEMOMETER MST BE MOVED AT A UNIT ON CURB, ' VERY EVEN PAGE TO Ot VE EQUAL EXPOSURE TO ALL AREAS T.AFTER UNIT HAS B�1 SET. CIECK AL16NENT OF UNIT AND TAPE INNER LINERS SFEQ'T MTL 3PL1Ge �'n�OF THE FILTER. THIS IS BEST EMOMETER MOO BY 06ETHM M/DUCT T MONITORING THE TIME As THE AONE-HALF INUTE OVER GASICETIN6 TO IN5l/RE AIRTIOHRT SFJLL.S. T TOR � "+qy�' THE FILTER. HE ReCd4E1D A ONE-HALF MINUTE TOTAL O.MVAC INSTALLER TO DEPLOY ECONOMIZER RAIN ROOD AND ROLL BACK Ri• S A!.,� READING ON EACH FILTER. ONCE YOU HAVE BEGUN THE INSTALL COMBUSTION AIR INLET AND VENT AIR OUTLET INSULATION � �< TRAVERSE, YOU SOULD BE AT THE EXACT CENTER OF THE HOODS ON TFE UNIT. INLET A OUTLET HOODS HILL BE MGDONALD S KITCHEN EXHAUST SYSTEM INFORMATION OF THE FILTER 1N 15 SECQ�, AND AT 71-e OPPOSITE PLASTIC,SHIPPE37 IN THE BtaBR GOPARTT6RT ALONG MITM GAS SIDE IN 30 SECONDS. HERE YOU IMMEDIATE SHUT THE PIPING KIT, EGONOMIZERSR HOWC INN Dl1CT LINER FULL BACK ANEMOMETER 'OFF'. (SEE F16UIZe 1.) IS SHIPPED SEPARATELY IN A MOODEN CRATE. A CARDBOARD OUTER LINER H. THIS ReADING SHOULD BE DOUBLEP TO GET THE COVER NEIGH PROTECTS THE CONDE SOR SHOULD ONLY BE AND MRM MANGE b' GRILL 4 VAT FREER 3 VAT FRYER 2 VAT FRYER ONE MINUTE READING. REMOVED BY THE NVAC SUPPLIER START UP TECHNICIAN. SEAM NJ TM 1. THIS SAE METHOD 15 TO BE USED FOR EACH FILTER IN ' SILVER-DUCT DQ-JAusT Mt70D MODEL No. 6EH 11 4EH18 4EHIS 4EH14 THE'MOOD, TO 6ET THE AVERJ16E FOR EACH HOOD, ADD q.ELECTRICAL A PLUMBING CONTRACTORS ARE REESPONISIBL.E FOR TAPE THE INDIVIDUAL FPM NUMBERS FOR EACH FILTER IN THE PROVIDING HATER-TIGHT SEAL AROUND ALL CONDUIT AND E119mmmmc, y-rRAL H� f LXHAUS MOOD AND THEN DIVIDE BY THE TOTAL NUMIBER OF FILTERS PIPING PENETRATIONS THaOU6H BOTTOM OF HIVAC.UNITS. EACH PLACE A$IDe OPSP IALI,E jDG RI. SHOETHTION QgO B�Q • T (ROOD LENGTH lA 13/16' 65 3/I6' as 1/16• 33 1 s/16• I N THE WOOD. FLEX 1 BLE DUCT 5PL 1 G I N6 DETAIL J ADD A SUBTRACT THE TO GET TH C40REGTION FACTOR TO R OF FILTERS Four Four Three TNo THIS AVl3RAGE RPJIDINIG ro 6ET'T}E CORRECT®AVERAGE READING. HOT TO SCALE $ K THE CO umm AVERAGE RPJMDIMG IS TEEN COMPARED TO TO BE I STALL AER57R1 PPING � K 1 ZE OF F 1 LTERS (Actual) 9 I/2'x 1 Q I/2' 9 1/2°x 15 I/2' 4 I/2'x 15 I/2' Q I/2'x 15 1/2' THE RfRi1I RED FPM EwwJ57 veLocl7711�(NUMBER SIOHN FOR To BE INSTALLED ON FI NOTE. ' THAT SPECIFIC APPLIANCE. (SEE 'McDONALD'9 KITCHEN INSIDE A OUTSIDE FPS E OF EXHAUST SYSTEM IN'ORHATIOANNCy� THIS SHEET. OR STARTING COLLAR FLANGE III III I•�LARSST NP p 14ET FILTER AREA (Each) 121.s 5q. In. q1.5 Sq. In. q1.5 5c{• In. 91.5 5q. In. (M�IFI ATTION OF EXHAUST VELOCITY"SIIFORM. Et Be SET MUST O 2 OFOF TFE VALUE SMCNN.) SMOMIN OR 6REATeR THAN 10" .L. REORD. EXH. (Min.) 869 GFM 101 CFM 556 CFM 3q9 GFM STARTING COLLAR INSULATED TELY (9) MOLES IN PLANGE FOR OR-ANa 2.SHEETMETAL TEE TUAL EXHAUST 1255 CFM 1 145 CFM 840 CFM 585 CFM C. TINS FAN RPM'S INSTALLATION KITH S ATI 7�0 AR NYL - p�T MUST BE wI7M ■\ ll� . 1. RAISE OR LAMER THE EXHAUST FAN RPM'S TO ACHIEVE THE HANGE A NYLON M® V � � I L. L I ST I N6 No. (YYCNO MH 127.55(N) MH 12155(N) MH 12 755(N) MH 12155(N) RBW I R P EXHAUST VELOCITY VALUES SHOO N ON TIE FLANGE PLENUM(TrP) of - TAPE MANGER AT EACH It'11 1 CERTIFICATION OF AIR BALANCE' FORT. NOTE, CONNECTION PT. RXI A.5.0. LISTING No. NER-320 NER-320 NER-320 NER-320 2, AFTER THE FINAL FAN EXHAUST PAN RPM SETTINIG HAS BEEv IF COLLAR IS TO BE SHEETMETAL TEE INSULATION DETAIL MADE. (1) CHECK AND ALI6N PAN AND IOTER SHAFTS,AND OVAL®. RE10VE FLANGE � + I ' HORIZONTAL PLANE.(2) SET FAN PULLEY AND MOTOR PULLEY ON SAE AS REOUI RED NOT TO SCALE 190oD-OB R °Q .Q FILTER VELOCITY (has/Hot) 365 R'N 240 FPM 325 FPM 335 FPM 3. RECORD DATE, F I NAL PAN RPM AND MOTOR AP DRAM ON NOTE fQ N ®iI FILTER VELOCITY (Elect/Hot) 335 FPM 355 FPM 350 FPM 365 FPM INSIDE OF EXHAUST FAN MOTOR DOE I/51N6 INDELIBLE OF AIR BALANCE' O FLEE D11G75 To RUN BELOW BLACK MARKER. RECORD SAFE DATA ON •CERTIPICATION FORM. FLEX _ a DUCT SIZE � I i 1/2' Dta. 10 I/2• DI a. 9 I/4' DIa; 1 3/4' Dla, 4. SECURE MOTOR DONE TO PAN•MAKING SURE DONE'SEALS OUT BOTTOM OP JOIST RESTROOM EXHAUST PAN i HATER AMP MOT16FWASY EXHAUST AIR FROM MOTOR FIELD CUT MOLE IN PLENUM DUCT MATERIAL Carbon Steel Carbon Steel Carbon Stes 1 Carbon Steel COMpARTHENT, AMP INSTALL STARTING COLLAR BACKORAPT DAMPER 12• HI6M METAL CLM 5. COMPLETE ADJUSTMENTS OF ALL HOOD EXHAUST FANG BEFORE yyyppp,��, MITH MEATHERSTRIPPING TO BE SCREED TO BY HIVAC SUPPLIER SETTING OUTSIDE AIR QUMRTITl E5. {)`�� AND(S) S.M. 9CREM'Cb PLAMOM IN PLENUM ED A INSTALLED DUCT GAUGE a 16 M56 MN I b T15G p I b M56 a 16 H56 (PAMPER FURNISHED.BY PAN MANUFAC,11AMR.) I DUCT VELOCITY 1822 FPM t880 FPM 2088 FPM 2024 FPM END (30 SECONDS) 0 j SET METAL PLENUM 1�I FENN EXHAUST F +� IF TARTING OO.LAR RN4 TOO IPE EXH. FAN MODEL ND. MGD-2000 MCP-2000 HCD-2000 MGD-2000 IMR ENUM 'MI~AS X 12•x12. TOILET Z U.L. LISTING No.,(YZHK) MH10684 MH10684 MHI0684 MH10664 kL EXGAUS PLENUM6REENIEGK Y FANS i tT METAL HPLENUM 10•DIA. FLEX DUCTCAI FOR COLLARS'INSTALLED SIDE-BY-SIDE. TRIM Ew1. FAN MODEL io. CUBE 14056MD G)BE 14056MD CUBE 1Oo56MD CUBE 10056MD L J L L J L J, PLAN6E5 A5 IseulRiQD l0•DIA. PLPJK g1CT I _ U.L. LISTING Not. (YZHW MH11145 MH11145 MH11145 S MH 1 1145 ORABAD °� p � START 4�� STARTING DOLLAR E)WJWSIi axT f" FIGURE t FILTER TRA�EI�SE START�E�RF COLLAR D TAIL ISOOp-o5 . RE5TROOM EXHAUST FAN DETAIL Isocoos 'i NOT TO NOT TO SCALE M j;,J. " � DBTAllS r OR E GONTINNUPLAN TION k LEGEND: GENERAL NOTES FROM SITE WAT P MAIN - 2' GOLD WATER UP I. SEE P.UWBI10 RISER DIA6RAN ON P2 FOR PIPE 51 ffi. TO GREASE INTERCEPTOR SEE SITE PLAN ��-WASTE PIPIN6 S�6A9 PIPING PLAN ON SHEET F3 FOR GAS PIPE S12E9. SEE SITE PLAN FOR(ANTI WAT1017 ' FOR CONTINUATION. UNTO VALVE OMIT OAS P1PIN6 IP EOUIPMENr 15 ALL ELECTRIC. UNION - VERr PIPE 2. ALL WATER AND SAS ROUGH-INS'To BE TE INATED WITH HATER SERVICE WATER METER GOLD TER PIPING SHUT BED GO.6•Y''.CTION TO EOIIPMENr .. SEE DETAIL THIS 5H�T - -- 100• HOT HATER PIPING 3. ALL DI MB$IOIS SHOWN ARE FROM FINISHED FLOORS. O � D TEE FOR - MAKE NECESSARY DIMENSIONAL ALLOWANCES. RE TESTING - 140• HOT HATER PIPING 6'. UNION _ -.- -.-.- 4. FVR6E ALL HATER AND OAS LINES B�CONNECTION. SLEEVE IN OR BELOW SLAB STRAI HER 9. ALL CONTINCV5 SLEEVES TO HAVE 90' LONG SHEEP ELBOWS. iv OVE%IEAD LINES SLEEVE SHOULD BE ATTACHED SEWRLY TO ROOF STRUCTURE GATE VALVE BY P.G. SEE DETAIL 2 ON P2. 2' GOLD WATER DOWN O PIPE OR SLEEVE THRU SLAB . � T D FLOOR DRAIN 6. ALL STATE!N HEALTH WY N1TH ALL APPLICABLE LOCAL, • 1 M O GLEAN OUT 'I. EXAMINE CONNECTION DIAGRAMS BEFORE PROCEEDING •I• i 2- a FLOOR SING WITH ANY ROU6M-IN WORK. OAS PIP? 6 EXTEND ALL EQUIPMENT TO FLOOR INDIRECT I IN DRAINS ON NG. I TER SERVICE ENTRANCE DETAIL ' ' I 9, ALL SLEEVES PENETRATING NEATEN TO SEALED TO PR AREAS 2 m I I5450-04 SHALL BE PROPERLY INSULATED AND SEALED TO PROVEN HEAT LOSS AND SEEPAGE. n ✓�� n /�P9�J�� Ai, 10. ALL WATER LINES ABOVE FLOOR ARE TO BE INSULATED. 1U \ I \ - C40 CONTROL. HOT lEDR�N�>E4LTPRE NES®ff HEAT AT095 PROVIDE IN151A.ATION m t PIPE AND ALL RIB T ND N&S ONA ALLOWPREVENT DOMINO OF SLAB TO o >° 02 �_--__---- - yl 1 ------- \ 11. SEE RISER DIAGRAM ON SWEET P2 FOR VENT PIPING. ue 5C5 DETAIL d• 60DA IS SHE ARPJ1 p< -' rim-, \ ON THIS 91@T. 12.'ALL HOSE BREAKERS SHALL COMPLY WITH LOCAL CODES.' ryR pR ALL FO5E GOM•EG7101S AND OTHER POSSIBLE POINTS OF N ITN 12 \ CRO°GS CONTAMINATION SMALL BE PROTECTEO IN 11 j . J _ J® COMPLIANCE WITH LOCAL WOES. i t , . ,-I. 4, . \ 13. ME ERE FLOOR SOIL CONDITIONS EXIST OR WHERE SUB- -2 -0. 2 �. • F_i • �2'-'�'-' I \. - m• „ „ OR AP-AL SETTLEMENT OF EITHER THE PIPING, THE BUILDING L� ii OR ADJACENT WALKS, PLANTERS. ETC.. MAY OCCUR. THE ---------- STAINLESS I '' �' 11 1 " 12'- 1/2"' GN7NTRAGTOR SHALL PROVIDE ADEfi/AYE uNDER9LA6 L--------- I pA „ m L' n 3 STAINLESS STEEM. PIPE HANGERS OR OTHER SUPPORT. i4 4 \ ' ii RA 14. IT HILL BE THE RESPONSIBILITY OF THE PLUMBING `. \ ' '_',y RA P HvCONTRACTOR 0 4 w�+iT�9.7oALL INSTALL TTRA 9 A�1 +19 ON�FE0 mf Wei PZ 3' 8' 6' WITH THE WAC UNITS. jfigu! 2 \ 10'-I' IH• 3 IH• _ - , i� 19. IF HATER PRESSURE AT TIRE INCOMING SERVICE PJiG�� O 'I�' 60 PSI. PLUMBING CONTRACTOR SMALL FU NISH AHD F3 RA 1 INSTALL A PRESSURE REDUCING VALVE SET TO 80 P91 AT - Fd \ --_;i I R� 'a THE INCOIIM6 SERVICE. 11.• \\ ((OPTIONALR 'V 16. DO NOT EXTEND OVEFWAP GAS PIPING DON UNTIL KITOEN i, I EOLJIPM¢Nr I9 IN PLACE. OMIT 6AS PIPING IF COOKING P� j EG•11PMENT 19 ALL ELECTRIC. • 1 \\\ ii__________ ______ I ~ RA ' r IT. A MINIMUM O.20' 15 REQUIRED BETWEEN ANY TWO ITEMS PENETRATING THE ROOP DECK. {{{LL 2 S A• P4 _ ry \ ry I _ 18. MOP SINK, FIAT MODE.MBS-2424 WITH SERVICE FAUCET MODS O ' I RA 630-AA WITH VACUUM BREAKER. HOSE AND IIOFSE BRACKET. 6 1 a RA Rc� w. AND AS�REGUUI ON T O REP BY LOOCAOR TLc E BE 9.7 ALLED ONLY IF IF BAGKFLOIPREVENTION IS 1 P7 INSTALLED. THEN A THERMAL EXPANSION TANK MUST ALSO BE ip INSTILLED. SEE SHEET P2 ,-3'-2' 4'-1• II,-1• 10' PI H il 20. SC!•�ULE 40 PVC,SHALL BE USED FOR ALL DRAIN. WASTE � � � AND VENT LINES IF ALLOWED BY CODE. WHERE LODE DOES /\\] o < . UNFINISHED NOT ALLDN PVC use TYPEDM/COPPER OR CAST IRON. CORROSION RESISTANT IRON ALLOY IS ALLOWED AS AN p 6' 24'-6 1/2' L 6•-10' 4-4 1/2- IB' WALL OPERATOR EXTRA. 21. MS16N IS BASED ON NATIONAL STANDARD PLUMBIN6 CODE. MODIFY A5 REQ/IRED TO SUIT LOCAL CODES. LL • 22. INSTALL A FIXTURES AND OTHER LOCATIONS BY LOCALS Q O�B�Ip N T Ol1ENBIOS 9HO'N BY23. �LOGAL CODES. TALL TRAP INNERS ON FLOOR DRAINS AS REGUIftED 1p� ll<CC .Y c` � ARE TS . TO PAGE oP SODA SYSTEM DETAIL S WALL STUD. L MB I N 6 R UGH- N PAN No SCALE O � i� ROUGH-IN IDENTIFICATION - WORK Y CONTRACTOR WORK BY OTHERS � $� GF - COOLER / FREEZER M5 - M15C LLANEOUS RA-PH - DON7E9TIL NAYER HEATER. EXTEND WATER HEATER INS " GP-PI 9 4• COMPENSATE GRAIN LINE WITH RETURN BEND AND �_p2 - 2• FLOOR O,AIN WITH WNEL. � SA - SINK AREAS TF•Rg1GH1 HALL TO MOP SINK. BY RE4RIfiERAT10N CONTRACTOR. MS-PI - 4• SEE SHEET P2 RISER D1 A6RAM FOR DETAILS. SA-PI 3' WASTE • 2• VENT IN WALL FOR 3-COMPARTMENT SINK NIT" CP-P2 INS FOR 3/4' COMPENSATE DRAIN LINE SEALED FP - FOOD PREP AREA MS-P2 - 3/4• G.N. O NO Se BIBS AT FRONT OF STORE. VERIFY -� -PIAORAL FOR DETAILS. TANK. SEE SMMEe7 PZ R15ER vER•rIGAI. 'Y• GON•ECTOR FOR NAI�YlA51.16i, CAP IF NOT USED, zz •�IV ®®m _ T EFT BY 6.0. LOCATION I FIELD. INSTALL INSIDE SHUTOFF VALVE DIAGRAM FOR DETAILS. FP PI - 1/2' G.N. • l'-IO' AFF. SEE NOTE 2. IN ALCES'.SI E LOCATION. RA-P10- 6-I/2• WIDE X 18' H16H X 4• DAP SERVICE PILL BOX POR 5A-� - INTERCONN3LTINS DRAINS ABOVE FLOOR PER LOCAL CODE. CP-P3 16ERATION LINES PUrdRIUN INSTALLED 16ER AND BULK COKE • BULK CO2• 1'-I I' AFF TO CENTER OF BOX SA-PS - 3/4' H.H.(140•F) • I'-6• AFF. PROVIDE TEE • HOSE BI BB - I ATE FULL LL9R6TM OF RUN BY REFRI6ERAT10N FP-P2 - 3' FLOOR SINK NITN 2' VNRr UP. SEE DETAIL 1/P2. - M-P3 - 3/4' G.M. TO HOSE BIBS IN TRASH CORRAL. VERIFY BY 60 TERMINATION FOR MAfRENASHER. CAP TEE IF NOT USED. .. TOR. -E� LOCATION FIELD. INSTALL INSIDE SHUTOFF VALVE FP-P9 PILT GOLD WATER LINE FROM SODA FACTORY D01W IN AC49SS/LE LOCATION. RA-PII*GLEAN 1N PLACE PAIL•6'-0- ARP FOR BULK COKE. SA-P4 - 9/4' G.M. • 10• APP. C NOUIT IN HALL FOR FILET STEAMER. LINE FURNISHED 12'-0' MAX TO FARTHEST BULK COKE TANK. CENTER ISLAND AREA AND INSTALLED BY SOFA SYSTBH INSTALLER. M5-P4 - 3/4• G.N. TO PROSE BIBS AT REAR OP STOW, VERIFY SA-PS - 1/2' H.N.(100•P) • 1'-10' APF AND 1-1/2' WASTE• 1'-31 8'Y SODA SYSTEM SUPPLIER APP WITH 1-1/4' VENT UP(SECOND HAND SINK IF CI PN -6 NIA. LEEVE ABOVE DROP CEILING. POR FS - FRY STATION AREA LOCATION N FIELD. INSTALL INSIDE SHuroFP VALVE RP,.OUIRED PER LOCH.CODES). IN ACCESS BLE LOCATION. RA-P12 - 1%2' G.W. WITH H05E BIBS TERMINATION 0 2'-6' AFF TO BIVERASE LINES FROM CHASE GI/P2 TO C4AW PT/PI OPTIONAL G.I.P. PANEL. GAP IF NOT USED. SA_M+�6 - 9/4' N.N.(140•P) t 9/4• G.N. • 2'-B' AFF. 9' WASTE � NOTE S AND DETAIL 2/P2. FS-GI - STAINLESS STEEL G � BY K.E.S. CONTAINS, � DOWN W1TH 1-1/2' VENT UP FOR MOP SINK. SEE NOTE 418. R1 GI-P2 cHlr�e BY K.E.S. AT cev+1ER 19LX0 CONTAIH3, 1-1/2' 6AS SUPPLY DOWN CHASE' SEE NOTE 16. RA - REA AREA RA-PI CIE ICE MACHI►E REPR I6ERATION LINE' DOWN CHASE FURNISHED, I NSTALLEO AND INSULATED FULL LENGTH BY REFRI6 CONTR. SA-P? - 3/4• CH TO HOSE 0180 ON ROOF. INSTALL INSIDE SHUTOFF NOT FEOUIRED FOR ELECTRIC COOKING EYiH1 PlENT. RA-PI -b' NIA, ABiWE DROP CEILINI6. FOR �E9 AND CO2 LINE-9 FOR SODA TOWERS AIR LINE BY K.E.B. OVERHEAD FROM COPRE560R VALVE IN ACCESSIBLE LOCATION. p{ DON LASE TO OPTIONAL ARCM PRY D15PEN15ER BEVY I1ES PROM BACK ROOM BEVERALE To CHASE GI/P2. RA-P14 CIE TREATED CW LIMPS PrVN CHASE TO ICE MACHINE, x P TERED GOLD WATER FOR COFFEE MAKER AND OJ - SEE NOTE AND DeTA1L 2/F2. EXTEND FROM FILTER ON SODA FACTORY. s G INE PROM BAOKROOI SODA SYSTEM. FS_DI BY SODA SYSTEM SUPPLIER. HD 2 EXHAUST DUCT BY K.E.S. SEE SHEET MI FOR DETAILS, z *71 SODA AND CONTINUE N(OLD WATER LINES ABOVE RA-P2 - 1' G.W.• ' Pi AIN'FOR. A FACTORY. TEp11NATE WITH RR - RESTROOMS ILINNG AND CONTINUE TEN DRIVE-TIfRiJ. $/4• PIPE THREAD. SEE NOTE 2. 0 1 �? } • 65 - GRIDDLE STATION AREA RA-PS wLTEHl31 WATER RUN OVER14EAP TO FILET STEAMER. -g a� s GI-P9 - FLOOR GRAIN WITH PUMMEL. exreND FILTER ON SODA FACTORY. BY SODA SYSTEM RR-Pi - 11 G.N.-SUPPLY• 2' SOIL DONN WITH 1-1/2' VET UP iR G9-CI - 1-1/2' SA 9T�LHASE BY K.E.S. CONTAINS. FOR URINAL. 4 I-1/2' SAS SUPPLY DON CHASE. SEE NOTE Ib. SUPPLIER. OT - DR I E-THRU AREA NOT RIMIREP FOR ELECTRIC GOOKINK EGUIP ENT. RA-P4 TREATED HATER RUN OVERNEAP TO ICE M lNE. EXT@D �2' O.M.CLOSET. RR-P2 - 1-1/2' G. SUPPLY, 3' 901E DON NIT" 2' VENT UP 66-DI ; EXHAUST DUCT BY K.E.S. SEE SHEET MI FOR DETAILS. FRO"PIL ON SODA FACTORY. BY A SY9T19'M`'�FL1R. *PT-PI - CHASE BY K.E.S. AT DRIVE-TF0741 CABINET CONTAINS- ' 5 P AND CO2 LINES POR.80DA TONERS RA-P9 - 2' FLOOR IN WITH P)IQ•1E.. (3-L.00ATION9) RR-P3 - DO G.N. AND 4- VENT FO P) SUPPLY, 1-1/2' WASTE O'OYQ'1 WITH AND 1/ VENT UP FOR WAND SING. F A• ,i ' FI TERED GOLD WATER FOR.COFFEE MAKER -� a•5/4' 0. •4'-0". IN S KITH PACE 9AAVVER•.BOX by 6H.MUY 16R Y) RR-P4 - 2' F1.00R DRAIN. . GENTM ISLAND. RA-P, OPTIONAL AIR L'IWE OVEOI:AD FROM OPTIONAL GDI+OgE9SDR 1 I Dow To OPT. ARCM FRY DISPESeR. BY ARCH FRY SYSTEM I.. - km M . r1 E.EG. • &AS UTIL. 1 1° RI5ER DIAGRAM NOTES: DOMESTIC WATER RISER DIA6RAM Oi WA ! NDT TO SCALE!, 11 .Nose Dim ON ROOF 1 . a 3/4 17 O51-EE PAS REWIRED. PENETRATION BUILDING STRUCTURE. PROVIDE PIPI! g IF BAC.ICFLOIT PRt:YENTER IS INSTALLED ON INCOMING WATER -2' T -2'•- �•2' ��2. -. r3/4• 9/4 '. �r ..=t- ri �/2' rl -�1'. rI: r9/� OORRVIGE, 1NSTN.L TFIERl1AL F.>PA11�ilON TAT1C. AMTROL 5T-12 1 .��T- DfNf IOOP) � _ -�-�7 �_'T' ZI'+ f1-'� ' OR EOUAL. . rl-V7•r� I _�/2' 140P1 yL' 1 - 1-1/4• 3/4• 4 EXTEND MIN NEATER DRAINS THRU HALL TO NPJ�RES� j �H•• TI T FLOOR DRAIN. 1F- 3/4' 1/2' 3/4'• I •��----�1�� I I , I ( I g ONW NEATER PRESSURE/TEMPERATURE RELIEF VALVE. �-2' 3/4' I I' -�+-1. 3 I I I I 4 . �-3/4• 6 6A5 WATER NEATER. STATE-SOF30-15ONE LON PROFILE,=%l . ' WATER NEATER. RECOVERY RATE 140 6P11• Ipp P YVPIRST HOUR 10 I , I I I I T OPOFLU ID STORAGE GAPA'.ITY OF 30Ik'16M1T SEE DETAIL 3/4• 3/4 1-1/2 I 1• I 3/ 3/ I 11/2•r9/4' ELECTRIC HATER HEATER, SEE 19PEGIPIGATIQN5.930 LB3 i ON SHEET Pt T-1/1� I TGHENI' WARe 1-I/2 1/24 �-I/2' 1 1/2� I' T WA 2 ' I ° WA jb • Q f •P Ig SA'�L � 12 MIAa 'B' VENT TYPE DE R 6A5 REWIRED R OF F DRAFT F100D. EXTEND TNRV `JIJ� JUG ITr �I � g �TF iTI E �L1�lTF 'r ROOF AND PRAVIDE REQIIRED ROOF FLASIIIN°. 0� 110�aE BIBS 1105E BIBS N.G. y `•' G.I.P. 16 WE114 .G. �+ S� URINAL INK 1 ose Bl� ��T MEPI FOR FLUE LOCATION ON ROOF. AT REAR IN TRASH I/MA St1DC R ��4 �--� NOP SINK AND 51W HANDl9/4 pRL�, HAND SINK AT FRONT 10 TEMPERING VALVE- WATTS NI-10. OR LEONARD IIOAF.INSTALL PER FROM WATER WAIN OF STORE CORRAL 14 MACHI 44 (OPT.) OF STORE MANUPAG7URER'9 INSTRUCTIONS. SET AT 1pp•P. . SEE SITE PLAN �/ 11 LOCATE HYDRANT FP VALVE A CONVENIENT AND FOR CONTINUATION �II O AC.CE55I BL2 LOCATION. T10N. VERIFY WITH OMER'S IZFRE5B4TATIVE a EXACT LOCATION. p � WASTE AND PENT RISER D I A6RAM 12 FREEZE PROOF VERIFY EXACT LOCATION WITH aeER s _ REPRESENTATIVE. NOT TO SCALE 13. VTR I ( 3. VTR 13' VTR 19 1//22 . 14 ' G.H. SUPPLY TO G.I.P. PAIR. GAP IF NOT U—. i . Ig 3/4' DON & OHM(140•F) FOR OPTIONAL HARE WASHER. VALVED �2— �2— �•2• �2— 2' 2' �2' 1 x2' �2' 2' 2' 2' AND CAPPED IF NOT USED. j. !- � � � _ 2' 16 1R05E BIBB ON ROOF. PROVIDE ROOF FI.A5111116. I 1/4' DRAIN FROM ROOF HYDRANT. EXTETID DRAIN TO"Of SING, P, 1-1/2' 1 1/2' 1 1/2'J 1-1/2.4 1-1/2'4 � I 1-1/24 t1-1/2- �1-1/24 24 tl-1/2' IT INSTALL DRAIN VALVE NEAR HOP SINK. VERIFY WITH CM•MR'S REPRESENTAT:VE EXACT-LOCATION. . I 12' 12' I I 1-1/2•4 I I I I }2. 1„2' I I ICREW (WASHING I I I° ROOF MoSE Bi B6. VERIFY EXACT LOCATION IN THE FIFA. yQ tp• . I ' ' Swj HNUjC I I Sim I I KITCAEN SING ' FLOOR 15HAND1�0 I I SINK �11AG111 WE I I O aiQ Fl I j 2' P.D. I I I 2' F.D. I 2' F.D. ' ' 2' F.D.I 2' F.D. I SINK (2' F.D. I MOP 2' P.D. F. .. AT AT AT AT AT AT AT DRIVE 4' G.O. 4• G.O. FREEZER/ HONEN'5' MEN'S SODA ICE FOOD CENTER fl FLOOR LINE INDOOR * CON GOOI.� W.G. W.G. TOILET TOILET 4• G,O. FACTORY MACHI WE 3. PREP 1-1/2• 1S•ANU 1-1/2' 2' SINK 4• G.O. TF/W1 4' G.O. top 1 -' SIM SITE PLAN 3. 3. 4' S. �.. -1.. FOR CONTIWATI ON ' • 4• )-,4• 4• 4' TO ARD'OOR 4' 4• 4' 4• 4' SEE 517E PLAN 4• 4' 4' 4• 4' 4' 4' 4• 4' FOR CONTINUATION FLOOR SINK I NOTE. GRATE 6' 1'-0' 6' LONG SHEEP PVC ELBOW, 6.625' OUTSIDE PIA., =T Yl SEE STRUGT. DH65. 6• INSIDE VIA., 30• RADIUS. (BEGTRIC. h� V FOR SLAB TWK. SUPPLY HOUSE 15 5QIRCFJ p 1/2' QUARRY SLOPE 1 1 TILE 1 (R■ ' yl 6 SUPP6' PORT FROM SLEEVE. . V� pC� yg€t �1 I/�►GGOOJJII 1 1 ROOF STRUCTURE. i�pp®� +O . SLOPE SLOPE P2 � Ala •. 0 0 o o GOHPACTED SAND 1a9U Q x2 T) IL 3' PIPE - ---- ■` •1 �` SECTION A—A ■VV• PLAN ------ $� FLOOR SINK DETAIL �1 ELBON SECTION b 6 ; PxQ P2 I 1/2' = I'_0. P2 3/4' 1'-O' K g I I�pp I� m �' 1 AILS' r" 6A5 REQU I RED .� KITCHEN NAME OP APPLIANCe STUN DEMAND . - - HATER HEATER 150,000 '.. PLAT GRILL 90.000 THREE FRY ATS 240.000 {die. V 6ASIELEC. CLAM 60.000 ♦ t.: ZZ • TOTAL DEMAND(BTUH) 340.000 O . STANDARD � HVAC TYPE NO. NAME- 2.3 T - 245,000 - I 10 TON 2 245.000 4g0,000 1 I 1.9 TON - 205,000 - . 9 TON - 125,000 - TOTAL PEMAW 4,40.000 !!! J 4 TOTAL ^•/ F • TYPE O TOTAL KITCHEN DEMAND 940,OW _ TOTAL WAC,DEMAND 440,000 ri TOTAL.6As REQUIRED 1,090,opo EXTREME HVAC TYPE NO. 1-1/s' II II 1-1/2' 2.5 T 1 245,000 243,000 p 2• 2' 2' II -� 10 TON 1 24s,oiDo 243,000 y,tpp .j l TON - 209,000 F_- . S TON - 1 129,000 B 9/4• -j TOTAL DEMAND 490.000 -I/2 1-1/2• ii TOTAL H � ' I I TYPE j �¢j 6 D D LL TOTAL KITCHEN DEMAND 34p.000 � }d,p¢ �:•'r,p. . • TOTAL HVAC,DEMAND 490.000 N •' TOTAL GAS RBW I Rep 11090,000 ILN- � r J ♦ FFF < � I ,'A■�6 ,71N� CONSTRUCT ON NOTES: ' O 1-I/2' 6A$FOR VAT FRYER O Q POHN p WA/2 1-1 6A$FOR INATION 6AS/�BCTRIC CLAM GRILL 1�1� AS AND 2' O GRILL G 9/4' GAS DOHNN HATER HEATER. f . OP 1-1/2. 6AS UP HVAC UNIT ON'ROOF. © SLEEVE TH43/ 12• ABOVE CEILING. O GAS METER, TOR . ETC.. ' 6A$ PIPING PLAN p WA 1/4• . ,•.O• �.@ 3Q spy° �j GENERAL NOTES: 1-1/2• 1-1/2• • I. THIS SYST81 IS DBSI6NID FOR A MIN. AAS PRi`55�,,U5.M OF 1. NO GAS PIPING L PENETRATE ANY FIRE CHASE OR AC1UN1 1 AC UNITO { 6• MAL R C0.U1 AND A MA%. SAS F W SURE aF 10.9• WAC,PLENUM OR DUCT MORK. ON THE n ON 11-E 4 (� HATER COLUMN ON THE BUILDING SIDE OF THE METER. THE imOP / / ROOF PRIE-rAM DROP FROM THE METER TO ANY APPLI ANOE 6. HATER HEATER FLUE VENT PORNISHED AND INSTALLED BY 24S16M 2' 2• 24916E (><' SHOULD H107 EXCCED 0.9' HATER f.Q.UHN. PLUMBING CONTRACTOR. 0 p . 2. THE PLUMBING CONTRACTOR SHALL W-.,SURE AND VERIFY 9, PLUMBING CONTRACTOR SHALL INSTALL NVAC UNIT CONDENSATE 2• 2• TIE FOLLCHIN6 CORRECT GAS PRESSURE AT EACH COOKING DRAIN AND FURNISH R INSTALL ALL GAS PIPING INCLUDING I-1/2• - 1-1/2' ' APPLIANCE AND AC UNIT MEN N.L APPLIANCES AHD FINAL COMECTION9. 6A5 PIPING SHALL BE 9LIF_DULE 40 O N NVAC,UNITS FIRING. BLACK STEEL PIPE R MALLEABLE IRON FITTINGS. • HOLP GRILL, H.G. NATURAL. 10' H.G. L.P. FRYMASTER 9�1/2' N.G. NATURAL. O 1/4' N.G. L.P, 10. DO NOT PRESWW G1ECK GAS LIMES MENMOp . VULCAN HART FRYER. 9.1' N.G. NATURAL. I0' M.G. L.P. C00KINS EOUIPIQRT OR HVAG UNITS. 1lYGE IvEE UP 9/4' - p t . MVAG UNIT. SH N.G. NATURAL, 11• N.C. L.P. HILL DAMAGE dA9 VALVE, PA�SURe REGULATORS AM21 IP A PRESGURE'L01'ER THAN THEM MINIMUMS Is MEASURED. MANUAL SHUTOFF VALVES.) FINAL LEAK TESTING FROM 1 IT IS TO BE IW1�EIE IATLY REPORTED TO THE WCONALD'S SHUTOFF TO.EOUIPTBRT TO BE DONE UNDER NDfZCAL �y g PROJECT MMIA69R.D PRESSURE HITM SOAP/MATER SOLUTION AFTER 6A5 PIPING' 2' Ad GO`� IS HNOCTED. - C D►Y1 HEATER 9-VAT FRYER 91 10 9, WA I so L6M _ "PLAT GRIODLe 24o 16M 11wsTM 1eceAs S 4. GAS HATER HEMP VENT MAST BE 10•-O' (MIN.) AMAY PROM bA$/EiEG. CLAM ,p Z 190 MBN O 6A$!JOCK ALL FRESH Atq:INTAKES. 2. S PIPE PBETRATION THi1U BUILDING 5TRI/-WRE, - .. S. ALL GAS Lt FOR KITdE<R BGIUIPHENT HILL TERMINATE - 'O K In ABOVE Ce1Ll 'UNTIL AFTER THE eQ11P8Tf IS INSTALLED - GAS DBA,p - - PROVIDE PIPE 5LE3=CIE AS REQUIRED. F � THEN IDOM FOR FINAL 0001ECTION. 1;090 MIL" y 6. CONTRACTOOR T PROVIDE DIRT LEGS IN GAS PIPING ATRISER O3 GAS PIPING THRU ; NVAC UNITS A 'DO ING APPLIANCES. 6A5 R 15ER D I A6RAM a'��._ PIPIHtl UP TaaL THE ROOF. cooTmlNATe PORK 6A5 P I P I N6 DETA t L NOT TO SCALE - O jr,:„�L�ATIIIN T7 P~�. .NOT TO PIPI yy '' _a p Z W = .Lypb ari_ • k ra m " a =a s• - Rati S� r ll - 2 r �_; i L _o (7�p �F � ' PL• b Z > M 9 ' a �_ I I 1 I a o N as N ° TRAw t i• Y �� rn g i Y Eiji ? N�8 A MA C, -s +. PANe eoAacs 2q11 q 5'4-10 3• ,' O is N-� _� L WI��.tgllZp Z,1 b gi S�L2 ° ° uu 6 �_ ZII�P DID N u --7 1 2 �� n� _�1 ftl 0� 1 Z4;o�:C NP r0 �>A ��� ��N �yy�; 1 ��W' • � �O� a� � � � O . p or IO YaU �111X d ? D '�°> W q I1. /2 - 2 m W 8\ p p 3'-1' 3 2 11'-6' R\N i00 UX -0-0 OU71 A A $ W A ��.JN�N•.�u Q \P R�b (�{CN ,'.I� I�� : - '� �P 'PS �� r7pQ O�•�-o i3• C Nm 9ab R! P 8 Sob f ED Ful . 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P IJZ i NZ- W P m O ��' n Zp i _]$yl yy '. ' ILA 19 > 1511 W I LD I MI ,D MG PONALD ' S CORPORATION W MAOOD - MA CODE 12-12-g1 IQdPG DRIVE-OAK B1d70K. Ilpcmt1 50621 T p Iqq{N60 MWIVS T AL ANotlpl L 1." MMT9t1AL/OESfR[PTIPI'/ R2ViB�BY TIESE ORANINSS AND 9GIFICATI(GS AfE M C.OItIDBf�IAL A10 Ff87FR1tTARY PRO�HRY OF NCDO/W.D'9 • N.S. LORURATION AW SMALL MM�' I�OR Mu'laxMIMP NITOVT MMITMN AUTgR17ATION. TIE OONMRACT - 26 NOOD IIhl.1.5 11/HOOD 1 J01579 DOaMWM MM PRSFAREP FOR LGB-ZN THIS 9P%IFI6 917E 1N C4KKINGTION HITH ITS ISSUE DATE AND ..... .. OA1E REVIB®'�/IOf SUITABLE FOR USE ON A DIFFSiBR SITE OR AT A LATH TIME. USE OP THE DRANINdS FOR R$T9BYE OR M.VU ON AIq IM PMWWT RWIRFS THE SEWILES OF FNOPMY LIUMM AWHITELTS .. .. .. - IOLOP THE g;;m T D=MMIS FOR RMW ON ROM ER PRD.EGT IS Itlf AUMIKRI779. - T 4Y FlLl. 811E CODE. p1R:169 917E AMMS 1 01.UM6 EC18tAL REVISION M7 1 GENERAL NOTES: TO 6ROUND BUS I PANEL PP (OR IN SERVICE DISCONNECT IF I, ALL BREAKERS yl Be THE SOLT-ON TYPE. NODULAR SKITCN6EAR IS USED) SMALL - 512E PER NEC.ARTICLE 250 2. PROVIDE TNT 3/4' EMPTY CONDUITS FROM PANELS LP. AP-1 I AP-2 UP TO - � .. RUN THIS ISOLATED 6ROUND GONmxTOR- THE ATTIC SPACe AND GAPPED FOR FUTURE UNBROKEN AND UNSPLICED TO 6ROUND - BU5 IN SERVICE DISCONNECT 3. ALL GQNBUIT TO BE 1/2' UNLESS OT/ERI'li NOTED. COPDIUIT TO PANEL PP(IF NODULAR 4. MAIN INCOMING SERVICE CABINET AND SHIT4 M MFsT BE BRACED FOR THE . . SHITCN6EAR IS NOT USED) SIYNETT AVAICAL LABLE E SHORT CIROF 42.000 CUIT BUT NOT LESS THAN NENA 6E1gRAL SERV 4 010&ROUNDI N6 CONDUCTOR TABULATION 200Y/ION, 9 IPIMS 4PoW1� F TERMINAL S. BRANCHOFEW4 RS OP 2P AND 9P GONPIOURA ION TO HAVE A COMMON TRIP. LL STRI BOPPED TO ISOLATED$ROUND TERMINAL_STRIP PANELBOARP ELECTRICALLY ISOLATED FROM 6 NENABRANCHSYMMETRICAL 8��[RS IN DISTRIBUTION PAMEL9 LP, APSP 1 AP-2 70 WIVE A t i-T®KN Q�BN� �OW�, HAVE NENAYMM RMSTRI RATING OF IN&OO BREAKERS IN PP MAXIMUM TO PAMELBOARD eNGL.05UiS HAVE A NE/M SYMMETRICAL RM9 RATING OF 0.000 AMPS OR THE HNAXIMM LIGHTING 22 22 AVAILABLE FAULT CURRENT AT THE MAIN ICE DISCONNECT HH10ENER 19 I RACE MA N$ $1>_ATER. ALSO, ALL CIRCUIT BFW-AKJ925 I PANELS LP, AP-I, 1 AP-2 I �- ISOLATED 6ROVNDIN6 CONDUCTORS. SMALL Be SERIES RATED WITH THE CIRWI7 NSAKERS IN PANEL PP 90 THAT KITO@1 TO TIOW BOXES TERMINATE ON$ROUNDING 5GIIEW ALL CIRCUIT BREAKERS IN ALL PANELS ARE FROTLVGTED A6AINST THE MAXIMUM APPLIANCES 119 'I9 . AT ej RECEPTACLE TERMINAL ON RECEPTACLE AVAILABLE r•AULT CURRENT AT THE MAIN 5E IVICE DISOONINEGT, N 1 LOCATION T, ELECTRICAL CONTRACTOR SMALL ARRANGE MI N THE ELECTRIC AND TELEPHONE DH.V.A.NT 41 49 UTILITY OMPEANB S FOR INCOMING SERVICE REQUIPMENTS AND INCLUDE ALLCOSTS i PANEL A - AT D R N N TA 0• ALE.CIRCUIT BREAKERS USED TO SWITCH LI FIXTURES SHALL BE APPROVED TOTAL KN 164 146 P 2 I 50L E 6 OU D I 6 DE I L FOR THE PURPOSE AND MARKED '5I0'• � .. i NOT TO SCALE 9. ELECTRICAL CONTRACTOR 1S RESPONSIBLE ID THE PROPER IDENTIFI{AT10N A 146 X 2.T0 406 DEMAND AMPS F .�LABELING OF ALL CIRCUIT BREAKERS. PAC 4 PANEL M1LL BE PROVIDED WITH A F TYPEYRITTEN CIRCUIT DIRECTORY. C 1, 2?9 208Y/120V, NOTE, THE POLLOWING CIRCUITS • SEE NOTE ON rEET 10. ALL PANELS HILL BE PROVIDED WITH A LOCAL AND LATCH, EACH _ 3.PHASE 4 HIRE TO HAVE LOCK ON CIRCUIT E9 FOR ROAD 9I6N PANEL SMALL HAVE TWO KEYS WITN ALL P S KEYED ALIKE. SOLID MAIN SPEAKER HANDLE, $1 1 42 1 CIRCkIT Reg11FE91T Y FLUSH MOUNTED I. INC4MINS SERVILE SHALL BE 206Y/12OV. PHASE, 4 WIRE. ANY OTHER KIND OF SERVICE SHALL NOT BE PERMITTEI UNLESS APPROVED IN MRITIN6 (SEE NO E 6) ® BY MGDONALD'S CORPORATION. i + KITCHEN-- 1 - • 2 ROAD SIGN 12• ALL ELBCTRICAL AND LABELED, MATERIAL USED ON THIS S T MUST Be 'UL' LIST 1 SPARE- 9 - 4 } .I. OFF x. REAR AREAS- S - 6 -FASCIA SIGN 19. ELECTRICAL SUB-001,171RAGTOR SHALL BE RE PONSIDLE FOR BALANGING THE LOADS NIGHT LI6HT5- .R 8 }ROOF BEAMS ON ALL PANELS. DINING AREA 4 - _ 10 11 - 12 14. ELECTRICAL CONTRACTOR SMALL&f C Y 1 LEGIBLY THE OF RE97RDOHla�- 19 = = 14 �-EXTERIOR MALL LIi�� PANELS PP, LP. AP-I, AND AP-2. 'GIW71 - SERIES RATETE D SYSTEM, T@T, --_A. AVAILABLE. IDEi•ITIFI ED REP AC041W COMPONENT REQUIRED'.19 10 -T��SOF�IT L16HT5 IAM jo 21 _ 2SPARES 222 J SPARES . - O FLAG PDLe-� 2T OA_2p 28 0-4 .•.I ROAD 6H BASE D.G.O.- p - 30 LOT L1UST9 SECURE LT./OR. ALARM- BI - - 92 MOTE. USE 20A-2P BREAKERS - ■ IF LOT LI$HTTB ARE 200 VOLT ����~ Otrr MR MEN!BOND-- 89 - 94 Q 4-VAT INTERLOCK- b9 - - 96 -ROOF RECEPTACLE - Rill,S • CLAM ILL [HTERLOCC- 97 - - 38 -SPATE(OPT. L16HTIN6(AMR. PI1.) O SPARS- 40 -SPARE r, SPARIE- 41 - 42 -E ERSE NGY/EXIT LIbHTS i METER/OIRRENT TRANSFORMERS ,A� •$a LP VAN EL VERIFY LOCATION AND ALL qE 225 208Y 12OV, NRO'TE, TIE FQ.LONINb CIFNWITS • 5�TABLE ON 51ffT E9 RE6LIREMENT5 IN THE P1ELD 401/O.6RD.-2'C . 5OL I D NEUTRAL MAIN 40 TO HANDLE. MIRE I T I 1/0+6ND.-2'G .2 /6YDSm G \4\3 p 3 N<W RR I: VY F LU65 Y SWPAGE NOUN7E0 4�� ' .(SEE 6) y 1 2 -W A TONER DRIVE-THIRD) 811yN� 14 D/ CEILING NEATER-[ 4 ( PANEL PANEL PANEL S 2UA-2P 6 }COFFEE MAKER I PPP AP-1 AP-2 LIP �� •� D/ CEILING HBATER{ • Z RA ss .. 4 - 10 -TTI FRY STAY ION HEAT NERS/MEAT LAWS Q-INYi OVEN---� I I OA_2P 12 Ipgy� 19 90A_2p 14 TRANSFER DIN BIN J,y 3.� Q-IWb OVEN{ IS OA-� - 16 -OVERHEAD FREEZER II Mills I - 18 -O.J. DISPENSER 1 Z y1�Y MUFFIN TOASTER 3OA-2P 19 O -HATER HEATER 16NI TION 21 - 22 -FOOD F�TABLE _ _ 29 - 24 -FILET STEAMER - - IVERSAL TOASTER-� 20A 4P _ 26 -WVIINATOR �600A 120/208V, 3 O, 4W SEE NOTE N 1 26 2A OA-1 4SA-3P 30 COHBO SHAKE/5l1NDAE MACHINE i UNDERENTRANEND SERVICE 31 - 32 TRANSFORMER. SEE SPARE 99 _ P - 94 -COFFEE REFILL CENTER I NOTE • T DELON. 0 35 - 36 -STAGING CABINET @3 II 9T - 30 -CMICKBN MOLDING CABINET m CLAM$RILL-E 41 30A-3P 20A-- 42 }BISCUIT HOLDING CABINET 0 4 S �. AP 1 PAN LL I � ry �= elk ' 22SMPS, 206/12W, NOTE, TFE FOI.LOHIM6 GIRWiTS NOTE, TYE LOADS PCHERED . 9 4 WIRE TO HAVE LOOK ON CIRCUIT GI RCUI TS 5,6,23,AND 24.T • SOLI 1EU7RAL MAIN SPEAKER MANDLE, NOW ALL BE ON THE SATE PHASE IF LUGS ONLY SURFACE MQ1NI® C.I RW)TS ARE REARRA d" (SEE 6) ® SINOLE LINE RISER DIAGRAM 1VE-THRV WIHPRM 1 2 --MALK-IN FREEZER/ NOT TO SCALE EE 1 COIN DISPENSER-- 9 - - 4 --SODA TONER 2 AP-I time RECORDER-- S - - 6 -T.I. TERMINAL. ISP, P09 LP PANEL. I ISOA-3P I90A-3P 7 6 -OFFICE RECEPTACLES ICE MACHINE-}1-�- 4 20A-3P - 10 -MEN)BOARD UNIT K-I 3 • 15OA-3P 4 AP-2 U L 11 - 12 -DRIv2-YMRU AUD10 - NOTE5 I OPT AIR GP. 1 TOP-- 19 - - 14 O --CREH ROOT ' TORS A 1 B- IS - - 16 D-OPT, COFFEE NMRIER/MAKER UNIT D-1 9 • SPACE b SPACE I, COMEYT 6ROUNDIN6 ELECTRODE CONDUCTOR TO DRIVEN ROD IN VICINITY 6. ALUMINUM CONDUCTORS MAY Be USED AS SERVILE CONDUCTORS PROVIDED THEY ~ OPT. BREAKFAST B11FFT?T 1T 90A-2P ID J pF SERVICE D15C.OB•EGT. ENTIRE 6RC/1DING ELECTRODE SY:+TEM ARE TERMINATED AS POLLO►S; P�,XED ALUMINUM GOKWGTOR STRANDS MUST � 1 � •� , 19 O INCLUDING 9I ZE OF CONPUG70R SHALE.GODLY NI7N NEC ARTICLE 290. BE COATED NITM AN ANTI-OXI DART IMMEDIATELY AFTER INSULATION 19 OPT. IP/ NASH. NACH.i - 5PA-2P OPT. /WENASFER 21 22 2, THE CONTRACTOR SHALL OBTAIN AVAILABLE SHORT CIRCUIT CURY3N'f FROM STRIPPED AWAY, A COMIPFESSION LUb MUST BE PROPERLY INSTALLED ONTO J_� ROS-- 23 _ - 24 -FOS 71-E LOCH.UTJLITY COMPANY. THE CONTRACTOR SHALL ADVISE MCDONALD'S TIE EXPOSED ALUMINUM CONDUCTOR STRANDS, AND THAT COMPRESSION LUB 23 - - Z6 -SPARE •61 CORPORATION, IN NRITING. THE AVAILABLE AMOUNT OF FAULT CURRENT. MUST THEN BE BOLTED TO THE TRANSFORMER TAPS AND SWITON6EAR BUS $ L .) SALAD DISPLAY-- (SEE VSIN6 PROPERLY SIZED BOLTS, NUTS AND MASHERS, MERELY IWARTINO y 27 - 26 --MAID DRYER 60OAPP206Y 9 PHASE 4 MIRE 3. WA - ALUMINUM STRANDS UNDER A SORER LUG IS NOT ACCEPTABLE. \ t 3 �' ,o A CONDENSING UNIT 31 4OA-3P 3300 -HAND DRYER WARMER HMIN LUGS ONLYSURFACE MOUNTED m• . OPT. FRY$YS/D15P-E 99 - 32 --OPT, AIR ARMERCOHFRD 50R • TO DETERMINE SIZES RNVAG UNIT G1 RC/1T BREAKERS, T. 2-SETS OF 4M390 MGM(CU) IN 3' CONDUIT MINIMUM TO UTILITY Iy g FIRST ERMINE 91 512E OF EACH NVAG UNIT RtRN SHOT MtP1. '4' kTOR SHALL VERIFY EXALT NETNDDS.F MD RERi11RCEN(T5 FOR TRANISFOMER. CONTRACTOR TO COORDINATE WITH LOCAL UTILITY COMPANY F U1 F •, yy$ INTERCAM SYSTEM--.35 - 96 -RESTRDOM E)QW15T PAN CIRCUIT BiEIVCEft4 FOR EACH SIZE UNIT UJE AS FOLLOWS. ELECTRICAL SERVICES NI TM LOCAL UTILITY COMPANY. IF POSfiIBLE. FOR EXALT LOCATION OF LOCATRANTED ONR. PROVIDE PRIMARY TRANSFORMER CONCRETE i• 1� Q . _'. CURRENT TRANSFORMERS ARE TO BE INSTALLED 817510E RESTAIAtANT. PAD IF TRANSFORMER 15 LOCATED ON GRADE AND PRIMARY SERViGE AS PER BISCUIT OVEN 34 30A-9P F-9A-1P40 OPT. MOTCAKE HVIPLATE TOO K S. SDIIE1EI MWEAW ENIEROPY�AND ARP ONMTIONIR PURCHASED BY NCDONA.D'S) LOCAL UTILITY REOUIRMENTS. 111 C. 41 42 12 1/2 ON-IOOA-9P 2860 9UNR15B BLw - SUITE 136 rye E 2„ h A — PAN PP_ PANES I lip ON- 90A-3PP a1R16 651G4�AN1 CALIFORNIA 42 W PANELS-" 1 KNOX BOX(MODS 3200W ,J-BOX ABOVE CEILING FOR MENU BOARD AMP P.O.P. DISPLAY.- NOVNT 8' ABOVE GRADE. 1/2•C-2w,2 TO AP-2,10. MI@U BOARD AND P.O.P. DISPLAY FIRE ALARM NOTE: P. (A9 REOUI a, INSTALLED BY KES. LP.16 PROVIDE A LFUL 'A' PINE ALARM SYSTEM A9 ACTION. BY CODE. SYSTEM KIT 9HN.L BE 6A1OMM. DE,Ex DOOR ALARM _ OR PCI•. RILL STATIONS SHALE BQ DOUBLE ACTION, KEY.FE9eTABLE KITH STOMPER 11 Y.OVER2. FLUSH MOUNTED PROVIDE MORN I STROBE(ADP S16NAL5 AS SHCHM. PROVIDE DUCT SMOKE DETECTORS AT EACH ROOFTOP � - - - - - - - - , UNIT SUPPLY PL13NH, PITH RI9-WM TEST, PROPHiY LABELED ON CEILING AND UNIT SHUT POHN FOR WAG LP,12 I SYSTEMS-]O00 CFM OR LARGER. PROVIDE A ZONE FOR HOOD FIRE SUPRE9SION SYSTEM ACTIVATION. + LP.91 I PROVIDE A POUR 20/8 FIRE C4N1ROL PANEL NO TH LE6". ZONES MR TO BE A9 L16TED BE.ON. TO PHOTOCELL ON ROOF SEE SHEET MEPI g I ZONE 1, MANUAL STATIONS. SMOKE DETECTORS 1 HEAT DETECTORS . I ZONE 2, DUCT SMOKE DETECTORS ZONE'� 9. HOOP SUPE9SION SYSTEM A STROBE AGP . ' T C ICY-Np HOFOI I ZONE 4. RlSTROOMS I HEAR DETECTORS ' PI PI I STROBE � 1 PI t I (AS REO'D) I. 1 I 1 11 11 11 I 'J' BOX FOR FASCIA ( , 9D I S16N VERIFY LOCATION + •'/ ONE INFIELD. SM NOTE 11. + !r ® I A J Y�: PI PI PI LPib SEE NOTES 61 15,16 O TYPICAL (3) FI PL 11 � LP.1 11 TO PHOTOCELL ON ROOF t 1 99 SEE SHEET HEPI • � T O PI Id. P P7�p.,,I PI PI Pt t LP.31 PI PI pQ I q q qVETEX • FLUSH MMWNTE�D 4P FI C` PI , 1 a I 1 q 2 TO O momPI ) ) �YI�I rY PI O PI P P 0-6 A P ` 1 D PI PI I ■ �� OOOJF t ' T ST 1 q 1L .y�NI SEE TABLE FOR LP.S PI PI .1 LP.IB I CONDUIT (•WIREO SIZE y 1 I 1 I DP.o. q S j • I F� � T � I Q O SMOKE DETec,oR <y1 • � � PO` I•I 1 I OF Flue ALARM PULL STATION• LP.14 FIRE ALARM MOM I STROBE(ADN W ANSUL PULL STATION - - - - - - - -- - - - _ I L 4 �� REFLECTED GE I L I N6 PLAN ANSUL PULLS TO 0E TO AP-I.(1, LOCATED IN ACCORDANCE SEE TABLE F SCALE, 1/4' . I'-O' P I REEPREVENT I ON A6ENCTS Or QY� �IT I W RE SIZE ENERAL NOTES: lilt, 10. LIaNTING FIXTURES AD LAPS HAVE OWN GO99I To 16. HH@I NI RING FOR CONDUIT, AND MARKEL GE I L I N6 HEATER 1, ELECTRICAL CONTRACTOR SMALL FIELD A�IpY ALL ACHIEVE MAXIMUM ENERGY CONSERVATION WILE MAINTAINING Fill SENSORS IS MOT I A CODUIT, TIE MI RIMS SMALL ELECTRICAL REOU I REMENT5 L 16HT I N6 SCHEDULE LAN'-7. � 11�� PIXTJRB DIMENSIONS SMOMN ON THIS PLAN TO VHRIPY THAT ADEQUATE LEVEL OP ILLUMINATION. LAMP SPECIFICATIONS Be RN TO TIE UNp@i5Ice OF THE ROOF DECK. M'2E OF y�.N. SHEETS Paa���UNIT TO Be V`r0.THESE FIXTURES 00 NOT OBSTRUCT OR CONFLICT NIT"TIE M/!T9E STRICTLY P'OLLOMEp. ANY DeV1ATICN FROMH LNP TIE MIRING SHOULD EL OVER FLUORESL®R LAVP INSTALLATIONL16RTT PI XTVIEKORM OF TIEOryER TRADES. IP A DISCRtPANNCY 19 W-IPICATIO5 MUSTSe APPOVED IN NRITING BY BALLASTS, POM N BO7Rs IN A CONDUIT KITH LINE MEATER CONDUIT CIRCUIT VOLTAbePOUND, TIE ELLRCTRICA.CONTRACTOR� LL IM®IATELY WPONALD'9 C40RPOPATION. VOLTAGE HIRIND A9 ELBC IGAL INTERFEREIICE(NDI9E)• � AMm HIRE BREAKER RAW TYPE DIPF�USER�'"THE 6@J�AL LORfRACTOR BE ORE THE It. PROVIDE A MEATNERPR70F JUNCTION BOX IN PARAPET POR MILL CAUSE ERRATIC, OPERATION. StZE 91R size AVAILABLE HATTASE ORDER NO. CEILING MOUNTING LOCATION SPECIFICATIO S ! INSTALLATION OF SUCH PIXTVRE(9/. 206. 240 VOLT, 2 X 4 PRISMATIC KITG/BR 'ITE FASCIA SIGN. FINAL cowNeCTICN 9Y OTHERS. Il, THE USE OF -SX•OR•NC' CA"M61�E PERMITTED BY 2 KH 1/2•, 2-K12 2OA-2P SINGLE PHASE PI 4-92 LAY-IN RECE'yJ® I DINING 9EL'NOW KI tlELOK 1 IP RL-P09 CASH REGI976t 9Y97F1H 19 INSTALLED, FL ACRYLIC, PS2TG/4I OOK RELOOATe 7NIE9e PI XTUI�g TONAD TIE FRONT O'TIE LOCAL COSIES KILL Be FOR ALL NIRINS TO 206. 24p VQ.T, 1 X 4 PRISMATIC.M TO AVOID 6LANE ON TIE GASMI RCa19T&R SLliff#B. TIE LIG1R PIURNUR.'9. 19 NOT ACCEPTABLE. S KN 1/2'• 2-112 20A-2P SINGLE PHASE P2 2-32 pg2RB/4100K DR'MALL• USED gESTRDON 9lY NOTE GI BELOR INSTALL CABLE NRIP TO FIXTURE s0 THAT PIXTURe CAN BE 12. CEILING TILE INSTALLER SHHOULD LEAVE OUT CEILING TILE IN FLUORESCENT ACRYLIC RFyOCA,®FOUR PELT CLOSER TO FRONT OF STORE MITHOLIT AREAS OP THE KITCHEN RPFR16E31ATION LINES AMP 206. 240 VOLT, DISLp4S'CTING CABLE WHIP. EWIPNEMT PBETRATIOI9 IA'RIL THE LIMES HAVE BEEN 4 KM 1/2', 2- 10 SOA-2P 91 WGLE PHASE 9. INSTALL ALL SOFFIT LIGHT FIXTURES(P6.M) 2•-10• 11STALLT T�CEILING THE INSTALLER 19 LINES ES URNHAVE AND AVE�A6E INITIAL I . INSTALL T!TILES AI-T®R THE REFR166tATlON L11E9 HAVE R AIRY PROM BUILDING►ALL. LOCATE MEMBPIXERS, ABOVE TO AVOID 813,•R 18.,�,�„,�,D.,�.®, FOOT�ANI?LE SCHEDULE PALL TEMPERED 1� WV.L EXTHtioR In L16MR1NG-9�NOTE 2 INT68••B78Y•E MITN 9HALGTURAL IERBHF.a ABOVE SOFFIT. 4• OOMNECT ALL EXIT SLOPS AMP EMEPAENCY L16KM TO OWE 19. USE 2 X 4 FETAL GRID AND 2 X 4 VINYLROCK GEILING TILE P9 SCONCE aMPER �0 MOUNTED WELL MD ITY LIONM KITH LAP CIRIWIT BREAKER. INSTALL L.00KAN CIRCUIT BREAKER IN 9TORAW AREA ONLY. DIMING AREA q0 POO'RCANDLeB RANOLB. B•BCTRICAL CONIRALTOR SHALL VERIFYALL F6 RECESSED Bl.As9 I1 O. PAt81 NG RECESSED SOFFIT In LIGHTING 9G2-1OGMN-FYP \RW REF®RT9 OST LOYATI SA MITE LQCIIL AUTIOIRI TIl9 14. ELECTRICAL Y.ONTRATs( 911NJ.COQ KITH m LOCATION Q• T META• PAELKASONING IIISfi:•.NseD SOFFIT CAMOPY In LIaRTINb 6S1-IODMI-FTP INC1-UDE ALL GO3T9 iNTo BA5E B1 P. Au ISRTERIoa u6HT8(FS.P6IPl) NI TR MCDONALD•9 PR1D•BGT SI 6NA6E W I RI 6 Ki TC/E/1 16p PpOfCADLe9 6LASS WA MANAGPJt TO AVOID INTERFERENCE KITH ANY LOREELS, Ibt1ONALp'9 FASCIA SIGN. R TRU99®. BEAMS OR 0TN6R SPECIAL EXTERIOR TREATMENTS. .(1) 20 AP 120 VOLT GI IT TO LP.6 STORAGE SO POOTCAMIDLES � INSTALL LI6HT PIXTBR9 KITH CORRECT ORIENTATION PER NOTES 6. REHM TEIPERATURI!8B230R5. ELECTRICAL CONTRACTOR .•y MUST PRO✓IDE 1/2' CONDUIT FROM JUNCTION BOX ABOVE IIVSTR/CTION9 PALKA6ep KITH THE Pl XllfE. HOPONALD'9 ROAD 9IM CUSTOMER 9EMICE AREA 200 FOOTGANOLMS _ CLI LI NS COMM TO SENSOR MOUNTED AT S'-6• A.P.P. iS. B.EGTRIGAL GONIRAL,'OR M CORPLETBY STUFF J-BOXES, 11) 30 APP 120/2DB 1 CIRCUIT 46 KIRE FROM I. PLUORMC49ff LIGHT FIXTURE POWORMMr.E SPBLIFIGATIOI. 2. SPBGIPY COLOR Z IL { FOR REMOTE TRPERATIRE SENSORS NMI SCRAP PIECES 90-20 4) PA Al CAGES 60 AMP 1 CABINET. FOR RmTRDpb 60 FOORGADLGB ELELTRI CAL CONTRACTOR FAY 9ELBCT LIaM FI XIUR?9 917E LIGHTING. SEWRITY LIGHTING \ Al ?I T. CEILIMS TILES IN UVIP.A9 NCE KITC+EN EWIPENT CIRCUIT EXPANDED LA(I (I) IRE A91 12MO C4 1 IWSE OF T BMOUNT INSULATION. ALL TEMPERATURE SENSORS MEQTIN6 THE FOLLOU NG iROVIRENT9. l P@ETRATE6 THE CEILING 94Df.D BE LET OUR UNTIL AFTER MUST BeE MM01A1T®ON TIE HOOD BASE/EACH HAS B®1 GIR(A/1T M MIME. !1 HIRE SIS AD CONDUIT /LOB 9®t1E9(9N�917E PLJWI I 1 THE INSTALLATION of M KITO®I 1'AUI PEAR. PROVIDED 1N THE IaAc PACKAGE. 9�SHELF N2 1'OR She 06 RecaNL�+o� Slam MANWACTUFRR TO eATI9Fr EMERGENCY/EXIT L 16HT I NG A. SHEET META.SHALL BE MINIMUM 22 GAGE 9T@L, CON,�FIXnfR Type yr SENSOR NOUNRTINM DETAIL. LOCATION OF 1AIJ_IIOIl11IED EXIT LINT. SILTRON MODEL APL-SIP IR-N-1-S(WALL MH17E 19RN11i PAI NnW. �• IV; O. ELECTRICAL CONTRACTOR To vIl THAT NOR MOIR T®pgATURE SENSORS 19 sMOMN ON SMUT MI• IF tRWNU OR Ai-sp-IR-ml(CEILIND 110UMT). PDR B• PLASTII LB6[3 SMALL BE PRISMATIC,ACRYLIC. DBDTES NIGHT L16M H' Y • THAN Sf VOLTAGE DROP 131t8T9 FROM LIaM INS PA78 DISGRiPANLY EXISTS BETIHN SENSOR LOCATIONS• A9 TO �'�2O6 VOLT C RCUIT, RBLTRIW.LQRIRAGTOIt aR!£N LB9BD, DANSE 'R• 1N MODEL ML.TI •G'. Al2 PATTERN. To ANY EXTERIOR L1614700 PIXTUUR OR 916NAbe LAP, SHOW/ON THIS SI@T AND MI, POLLCM SHOT MI. TO NIFE 2-612 TO 7iOG T PLA6 F:L000LINT'9. I:JIIT LINT, ASTRALITE MODEL XULSPIR'BVAA(UPI C. LAY-IN PIX111RE6 SHALL RAVE HINOW. 6ASKETED ML, P6DTE9 CIRCUIT NO. Pg1H►). FOR MRENLP.,GBD. LHAMIBe 'R• IN MODE. DROP DONN DOOR FRAMES, q. WA (1) 70 AMP 170 VOLT C TWIT(LP.24) TO D.G.O. IN NUEBR M 6', D.1 BALLASTS SMALL BE. N ROAD SION,BASE IF IFED. BERSBY,Y.LIGIMT, LITMONIA NOVEL ELN-2 FALL , MAaNETEK. 8.2.12OL/SM21120L OR 1G�1 OR IYREm1212 CEILING NMOIINTED. 1 ADVANCE.REL-4P92-R/-TP REL-2P32-RN-TP i1 LI IN'1$ 9: f T PL Oa DDEX Oo F DDG�MnO SITE IMPROVEMENANS s DWG TITLE 00 COVER 1 BOUNDARY&PARTIAL TOPOGRAPHIC SURVEY C-1 SITE IMPROVEMENT PLAN C-2 SITE GRADING PLAN C-3 SITE U"I"ILITY PLAN . L-1 SITE LANDSCAPE PLAN OV-I OVERALL PLAZA PLAN Q-1 CAR QUEUING PLAN SG-1 EXISTING SIGNAGE PLAN SG-2 PROPOSED SIGNAGE PLAN SD-1 SITE DETAIL SHEET ���® A1.0 FLOOR PLAN AP A2.0 ELEVATIONS A2.1 ELEVATIONS SEP`IS 2013 0 Town of Barnstable Old CoP'Itltle, �J LJ 175 NORTH STREET SITE IMPROVEMENT PLANS HYANNIS, MASSACHUSETTS 3 6 s`s rC'1; g x 1. PROPERTY OWNER: WiWAM STREET CORP 100 N FRONT STREET NEW BEDFORD,MA 02740 508-990-3030 175 NORTH STREET 2. APPLICANT.' MCD°n¢Id's CORP '� HYANNIS, MASSACHUSETTS C/O AYOUB ENGINEERING ,. �s 414 BENEFIT STREET N a PAWCKE5,RI 02861 m.'}i w L , ,,�- 1 �6.�. E 401-726-5533 ,� �� .'wJ � 3. ENGINEER a PREPARED BY: LANDSCAPE ARCHITECT. AYOUB ENGINEERING t ' 414 BENEFIT STREET i + � `{ Y PAWTUCKET.RI 02861 401—ne-5533 ?`" /y 1 L 1. CONTRACTOR. ya TO BE DETERMINED AV R V �` - {-. �'" '�: 3 i ENGINEERING S.SITE INFORMATION '• :� ¢ SITE A. PROPERTY ADDRESS: 175 NORTH STREET HYANNIS,MA 02601 �, ss B. MAP NUMBER: 308 { �,,,j, C. PARCEL NUMBER 075 ,y gnervneere , L "� l5Vi Ewo„�¢cne 6 t 8. THE SITE IS NOT WITHIN A ROOD PLAN PER FEMA ROOD INSURANCE RATE MAP PANEL NUMBER 250001 0005 C f* A!-� �"`•'r; ale,--1 Slaver P o eox Sv. 1. ac t t ' 7. THE 511E IS WITHIN A HISTORICAL DISTRICT. � � � y.✓i b a cxere rvew I N B. THE SITE IS NOT MTHIN A GROUNDWATER PROTECTON OVERLAYPAwrucxtl-129 5535 wo°18WI R'S03-T65 001°38As DISTRICT OR WELL PROTECTION OVERLAY DISTRICT AS SHOWN ON 1""'T �„ s SW �, { ,. '' 4 THE OFFICIAL ZONING MAP. �, 9. THE SITE IS NOT WITHIN AN AREA OF CRITICAL ENVIRONMENTAL 4:. CONCERN AS DESIGNATED BY THF,LOMMONWEALTH Of j 1 , _ - W MASSACHUSETTS,EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS 5 A °n' i, �" PROJECT NO. 4313.211 DATE: 02/16/13 I a . 9 PLAN SET LAST REVISED: 9/11/1300 , r - w =, n _ • r NOTES: F17-06FOO-1; PARCEL#308074 N/F LANDS OF ;+, ( 1. LOCUS KNOWN AS PARCEL 3OW75 AS SHOWN ON THE TAX ASSESSOR'S MAP OF TIE TOWN OF BARNSTABLE. flB'R FGUNg F.AD, 540 MAIN STREET CONDOMINIUM MASSACHUSETIS. p'tI - BK.23032.PC.308 373.04' g ag' 2. AREA PARCEL MM75�141.054 S.F.OR 12M AC. � � !. �t,. 1 LOCATE OF UNDERGROUND UTIUMS ARE APPROXIMATE LOCATIONS AND SIZES ME BASED ON UTILITY MARK-OU15,MOVE R[BNI � g �f''. '>: Y•q{ AA GROUND LABLE ATCMEE TIME OF THETURES THAT ESIIRK'r.AVAILABLE ASBUILT PLANS�AND UTLITEY NMI(OVT ODES NOT ENSURE MAPPING OF [dC ALL UNDERGROUND UTILITIES AND SiRUCTIRES. BEFORE ANY E%CAVATON IS TO BEGIN ALL UNOERCROUND UTILITIES '� } f aj °�. SHOULD BE VERIFIED AS TO TNEIR LOCATION SIZE MD TYPE BY THE PROPER UTILITY EOYPMIES.CONTROL POINT Awxlr AAm LLl ,� i S� } .t ASSOCIATES,INC.DOES NOT OUARMIFE THE UTILITIES SHOWN CDYPRISE ALL SUCH UTILITIES IN TIHE AREA pTIIER IN ® y 3� pL` SERVICE OR ABANDONED. ♦. THIS PLAN IS BASED ON INFORMATION PROVIDED 81 A SURVEY PREPARED IN THE FIELD BY CONTROL PONT ASSOCIATES.INC. T AND OTIRFR REFERENCE MATERIAL AS UNTIED HEREON. I O > 5. THIS SURVEY WAS PREPARED WITHOUT ME BENEFIT OF A TILE REPORT AND IS SUB,ECT TO THE RESTRICTIONS,COVENANTS - I' a AND/OR EASEMENTS THAT MAY BE CONTAINED TIHERON. + '¢. 5 8, BY GRAPHIC PLOTTING OILY PROPERTY IS LOCATED IN FLOOD HAZARD ZONE C(AREAS OF MINIMAL FLOODING)PER REF./2. \ I Rn `'S 4¢4' ). ELEVATIONS ARE BASED UPON NGVD 1929.REFERENCES MASSAp1U5ET15 STALE HIGHWAY BENCHMARK DISH AFJ4,ELEVATION PARCEL#308074 • I$ Y f sl •@ „. MIN FEET. - N/F LVJOS OF • ®' 1 �' dq,'R ,�' } y `. �" • 540 MAIN STREET CONDOMINIUM A THE EXISTENCE OF UNDERGROUND STORAGE TANKS IF MY,WAS NOT KNOWN AT TIE THE OF TIE FIELD SURVEY. 8K.23032,PG.308 9. ENCROACHMENTS AND VAULTS,IF MY,BELOW SURFACE NOT SHOWN HEREON \` 10. TIE OFFSETS SHOWN ME NOT TO BE USED FOR TINE CONSTRUCTON OF MY STRUCTURE.FENCE,PERMANENT ADDITION,ETC. W1f1p19 LSA � Lam' 11. PER CONTRACTUAL AGREEMENT WITH MOT TOPOGRAPHIC AND UNDERGROUND UTILITY LOCATIONS ME UNITED TO THE MIA LSA LJA ADJOINING ME MCOMALD'S RESTAURANT. T� t P t REFERENCES Ig L :'�,� - 1. ME TAX ASSESSORS MAP OF TIE TOWN OF BARNSTABLE.BARNSTABLE COUNTY,COMMONWEALTH OF MASSVCHUSETTS, m Q2 A. \ LOCUS MAP 2. YAP ENTiLm"NATIONAL FLOOD OF 25 C E PROGRAM,FIRM,FLOOD INSURANCE RATE MM,TOWN OF BARNSTABLE MASSACHUSETIS, W \\ ®Mpg llela.me SuaLABu USA BMNSTABLE COUNTY;PANEL S NE 25, ILY ZNITY PANEL NUMBER 25000E 0005 F MAP REVISED AUGUST 19.EBBS AND PANEL NUMBER 25000E OOD9 0,MAR RENTED JURY 2 1892 SL7:NOTE I 1 YAP ENTITLED'ALTA/AGSM LAND TITLE SURVEY AT LAND IN BARNSTABLE,MA(HYMN ADMEN DISTRICT)NORTH STREET AND HIGH SCHOOL RNA FEND \\\ ROAD,BARSTMLE COUNTY,PREPARED FOR MCDOE4 D'S CORPORATION'PREPARED BY GOEDEN LAND SURVEY INC..DATED JANUARY 9, JOBS. A9RFIV RIIP ANIflQ'/ "Vlp `_i• A MAP ENTITLED'GENERAL h LOCATION PLAN,MmONAL O'S,NORTH 3:HIGH SCHOOL STREETS HYANNIS,MAWACHUSETIS,COUNTY OF Y/ BARNSTABLE,*PREPARED BY R.A.CATALOG ENGINEERING,DAM JANUARY W.1995,LAST REVISED DUNE 19,1995. E LEGEND 1 YAP ENTITLED'PUN OF LAND IN BARNSTABLE(HYMNIS)'PREPARED BY NELSON BEARSE.DATED APRIL 1932,FILED IN THE LAND S47'39'20W � � ----124'-- -NG CONTOUR REGISTRATION OFFICE OF BARNSTABLE COUNTY ON DUNE 10,1932 AS YAP NO 15190A ---IH---- 33.08' .J 8. MAR COUNTY. LAND INSTA LE LAND WOW ON PUN 15180 FILED WITH OGG. .F TITLE D NE I REGISTRY DISTRICT OF BARNSTABLE r c. 12 x lAT41 EXISTING SPOT.ELEVATION COUNTY.LARD IN BARNSTABLE(MYMNIS)'PREPARED BY BEARSE h KELIACC,O.E,GATED JJNE 12 1839,FllID IN THE LAND p d LSA ® •LIEF N. Iup EXIST.TOP OF CURB ELEVATION REGISTRATION OFFICE OF BARNSTABLE COUNTY AN DUNE/Q 1939 AS YAP NO 1519M A; al Xc IrLAt EXIST.GUTTER ELEVATION 7. YAP ENTTIm SUBDIVISION OF LOTS A AND 1 TO 6 INCL SHOWN ON PLAN 151908 FILED WITH GOT.O TITLE NO.5139 REGISTRY xR 17J4t EXIST.FINISHED FLOOR ELEVATION DISTRICT OF BARNSTABLE COUNTY.LAND IN BARNSTABLE(HYANNIS)'PREPARED BY NELSON BEARSE.DATED SEPTEMBER 25,184E FILED IN THE LAND REGISTRATION OFFICE OF BARNSTABLECOUNTY AS YM NO.15190C. Q ® AIR CONDITIONING UNIT 8. YAP MIITLED'SUBDIVISION PLAN OF LAND IN BARNSTABLE;PREPARED BY BEARSE h KELLOGG.DATED APRIL 9,1952 FILED IN THE AREA LIGHT LAND REGISTRATION OFFICE O BARNSTABLE ON MAY e.1952 AS MAP NO.MEAD s GAS VALVE 9. MAP ENTITED'SUBDIVISION PLAN OF LAND IN BARNSTARLE'PREPARED BY SCHOFIELD BRAS,DATED MMST S.1954.FILED IN THE a PARCEL#308075 17 � LAND REGISTRATION MICE OF BARNSTABLE ON SEPTEMBER 3.1954 AS MAP NO.15180E 7 N/F LANDS OF WATEII VALVE . 10. MAP ENTITL)'SUBDIVISION PUN O LAND IN BARNSTABLE.'PREPARED BY NICKERSON A BERGER,DATED APRIL 29.1888•FILED IN MLJJAM STREET CORP. ,Mpg -ox- OVERHEAD WIRES THE LAND REGISTRATION OFFICE OF BARNSTABLE ON JANUARY S.1989,AS MAP NO.15190H. GO ME PER LIMIT It. GAS MAPPING PROVIDED BY NATIONAL GRID. r SRNY(TIC MOOT 6RIAG 'R>7H9r 701I{� ' fZ� T0{W I - --a__ .MYMOR d FEET.APPROX.101�11 VERIFIED.SEE NOTE 3) 12 WATER MAPPING PROVIDED BY HYANNIS WATER SYSTEM. Muar¢w¢T'or J Mlflpr� p� V i K. ,JI --g-- •°+GI+°Rm»'Eva :rA 13. ELECTRIC MAPPING PRONGED BY NSTAR. /l!T / I I __T-_ APRmK LOC UNpRT 0 1F1.LINE PER 14. MAP ENTITLED'PLAN OF TOWN WAY HYANNIS-BARNSTABLE MASS AS LAID OUT BY THE SELECTMAN'PREPARED BY NELSON MANSE. OrrM'VIS Y I \ p R 9R.HN j(�g� (NOT�D w6F'D' M0a 8 DATED FEBRUARY 11.1937,FILED IN BARSTABLE COUNTY AS PLAN BOOK 54,PAGE 143. pAl MVU'1'�i y* 4Q PF' i --W-- APPROX.LOC.UNMION)UND WATER 1➢a PER 0s' ®LW6li m w W.12(MOT HELD TURF .SE:NOTE 3) M MAP ENTITED'MN OF NORTH ST.HYANNIS AS DEFINED BY THE SELECTMAN;PREPARED BY FREDERIC 0.SMITH.DATED SEPTEMBER 1928. ry 60 02 opm �I �i� � + LITELM POE _ Qq gT_i Li' y� w N UTLJIY POE/UGNR POLE 16. MAR ARED BY'PLABEAR R PROFILE OF PROPOSED SANITARY SEWER,HIGH SCHOOL ROAD EXT.S BEARSES WAY,HYMN15,MASS.; - aD9 nAl 1¢ �// PREPARED BY BEARSE k PROFILE ,OATm JANUARY 10,1950. ¢ !D Tea°' /�u? w ,�.,`W� 17. MAR ENTITLED-TOWN OF BARNSTABLE PRPOSED FORCE MAIN FOR HYANNIS SEWERAGE,HIGH SCHOOL ROAD,HYANNIS MASS.- ffi LTA A,p `� �( STREET LIGM EDP. AlUT p'' 1 pf AP i/ Q ��g �n E-r•� TRAFFIC SIGNAL POE PARCEL B308267 PARCEL 8308262 I^ i J 7- v` TRAFFIC SIGNAL N/F LANDS OF - ) N/F LARDS OF Q� �NO '& AJpl�n� ^� \\\; I� r ® GAS METER ELECTRIC YETFR WI UMI ST ET CORP. ( WILLIAM STREET CORP. h CD / JI CAP gp \ I AMnpS ffY \ta III I g - SIGN BK.889.PG.32 N ID 9 P Fr�E _ rmWR'mc soot olDrc QS QS ° ) PM ¢pt )\\ II 1 �`"S MUM � 8'4i20'W 185.81' Dx nlKw I tap\ 4 ab pb c\I�A I r f'�•/a 4DCLEAN 0 DAlOAM 31 WAI 1 4La PANTEA ARROWS A9NNT / X : B in L----- ---- D2Mw W• )paw(NEa A59NQT g� sT v vJXUNIr I I a� CAt CHAIN LINK FENCE ----------------------------------J la' aJ• �$.�AVIF�aW r IA\\ do DEPRESSED cuRe m laaw mLc c4aFr anc wA - rtrt gn b S18.38'20'E 6 pyy OC yl I RF EDGE OF PAVEMENT •N41i�Iw:- O Loy RyP + �. LOR ( 00•sm 'a P \ LOT LINE PER UND mIM 151 I �\ ALE/ LSA LANDSCAPED MFA I N9I C/F 00 gp.� �M.GR�1� Wo1O i I 1 0]/•J6A MG METAL CONED O RL �1�.T/,�{ I I IX+LI) NP.V. NO PIPES VISIBLE p p p MA �'�r H AC .S' N Mtfl.B a p� 0 DRAINAGE MANNALE Rl L~ " • \ _ pn 1 I 0 SMEARY/SEWER MANGLE sw W evmRB M) g 4 p}/O\� S 1 a I j ® UNKNOWN.MANHOLE IDlOISI�x \ PARCEL#308076 EE®�r),�9 p'VI plp \\ U 9p Ig 1 ® PARKING SPACE COEDIT \A9TA(T \ N/F LANDS OF (�Vm/ a p a T pp g pp Q ui+�I i I_0• OFFSET OF STRUCTURE AT GROUND RHHIENT\\ \\SE NOTE i RICHARD J.HASKELL RN JOIN J.ROCHE 1Ni I gY� ^ LEVEL RELATIVE TO PROPERTY UNE H (LOT 14 LANDOCOURT PLAN 15190-8) &mu I I �n TMa l I g I 1 r/(•1 DECIDUOUS TIME h TRUNK SIZE w 8 yA I �I 1 ZONING INFORMATION �TRI ARHNE y HYFMSO SOURCE TOM BUSINESS DISTRICT Q lot r'IHrOYYIwY \\ wI a _ SOACE TONN OF 9NNSTABLE wIT \ 4 i ILBOYMI 9A ; 1 I � 1 TOES REDOIRm NOE OWING E IFIE HE SETBACK A9MIL!\ JVLl Al \ \ I I Q MIN FRONTAI3E 10 BASER UPON PRETJMINARY 333 A MIN LOT AREA 5000 S.F. ONES IOENTFIm HEREON ME �..( iMlflpT CIF \\ C 1 I 1 MIN FRONT YARD 4 - OR REFERENCE ONLYINVESTIGATION AND *SAME q • I MIN SIDE YARD N A C p�d r 9g I M M N A MUST BE CONFIRMED WTT MIN REM YARD LOCAL ZONING OFFICIAL AND MAX MAX LOT MIMING MICR 421 LEGAL CWNSEl TO CONFlRY u I/fr ® o0 oe ® m m ® m m V BLC 1 �pj1 p� CAI \NIoII IRA9RT�IWo3 p>D 0TY IC�� I i OCR AREA(2)MMMUM LOTH COVERAGE PERTAINS VAUpTY. BY MC - Ar \ a R 1€ AAItiTW1L/\\ '1 I s TO BURDINC FOOTPRINT ONLY m `� \A9NET � , ��� .n N9x iNMR WF pp yg�S� \ A'L' I i THIS SURREY HAS BEEN PEIPMED N THE FIELD UNDER MY O RIM3Err\\\ ANTDBW r saw wiao / l M"' �t \ Lu log D"` DEL I 1 91PFRN9oN.AND TO THE BEST OF MY IOOMLIM BEUEF.AND )I \ \ WP INFOR2300KN•THIS SURVEY HAS BEEN PEi6pi®IN AOCgmANCE \ ERNE B'IDYD ® q uanY f% w {.r I I I YAM CURRENTLY ACCEPTED ACCURACY STANDARDS KBWWG_ •p O \ 0 �.r.1E fMMWIE CTIAA,M,J 'N \AWNLJ Os W a-iO®) 7 uc ) ENII SRN' / u, m �� Fr\ �`.! p �•9 i I I W,N R.�9 N.,W>oRI a M.K mI�L R r llE p MG- S18'38'20"E - .MC T NEC NA AIINNT WA A9NYFWiRpHpr A1rFNLT IYX O�gpW MG A� II DYi aI_>,. 294,44 _ /G'P AmNNr TVA ys D� 72.96'Aa},OIC 1 I Cum rittBWs) . ALIT a, WEWAKS RG. GewaaMve fi bn a ,ap K A 1 I I I ab° JOHN P. LYNCH R=3E.ED' µwNer aiDim') - 'G bV / b14 0 1 w4•c REPS,PMssDNu LAND suRVEYRR Hwv7 . L=4d.45' �--___ g__ S_-___ g_____y____/p_�IWI RX AAn / __ 11�� HIGH SCHOOL ROAD - S_____g_____S_____ g_____g___ _9_____g 9---- 9----- - ---9 ---f5 R=30.00 r�l BOUNDARY&PARTIAL TOPOGRAPHIC SURVEY m'$ UTILITIES: ! L=44.01' 6-18-11 A=84'S3'42' fA,»N9r AMI/F)7 I F F' (AKA HIGH SCHOOL ROAD EXTENSION) - / I = CHB=S 0'39 m ' McDONALD S USA, LLC Q G CHB=5CHD=31'W THE FOLLOWING COMPANIES WERE ED TO M R THE UNDERGROUND DIG SAFE SYSTEM (PUBLIC-BO'WIDE PER REF. 14) CHD=d0.d9' (1-888-344-7233)AND REQUESTED TO MARK OUT UNDERGROUND FApUTES AFFECTING B -- CHB=560'39'S0'E � 'M t1-13 175 NORTH STREET AND SERVIGNG THIS SITE THE UNOFRGROUND UTILITY INFORMATION SHOWN HEREON IS ` 'ice SIRS RR 2E le I I I CHD=40.17' �ma C OT1 CJL3 PARCEL#308075 y1w BASED UPON THE UTILITY COMPANIES RESPONSE TO THIS REQUEST. ,p' HYANNIS(TOWN OF BARNSTABLE) <€ SERIAL NUMBER(S}20113301376 SCD IMM pC I I 1 P 131-134 L/C�020-0503o BARNSTABLE COUNTY,MASSACHUSETTS GRAPHIC SCALE § 666 me rx ar,c Zp UTILITY COMPANY 508-7PHONE NUMBER R - ___ram+_� _ _ __-- __--JJ-s-I �♦CONTROL POINT @ HYANNIS WATER SYSTEM 508-775-0063 ' -W B.S.B. O o NATIONAL GRID GAS-COLONIAL 508-660-1680 �. o m o to m u m ----0-- ----c -- 0 D o-f'.r i o� O A S S O C I AT E S, 1 N C. a8ff NSTAR ELECTRIC-CON 508-Bfi0-5200 +o, 6 n bf4 °`� �0 SO2lrTHBORUER MA a1m wwAR@R, 90R.6b8.m99 AST -PEN ( I 5089183Rpp-598.9XB3m3 FA% CRIALFONT A315.71298m JJ 508-771-2018 c4RR en b RmpRrK b 1 08 ON7756 TARGET M ATINGROKE 508-429-1022 __ Dr FEET ' I A run ono ¢ ON TARGET LOCATING 508-429-1022 ) / C.R.E. Z INNOVATIVE DATA MANAGEMENT 888-604-5577 ° • °Aurww. m0Ww1OrKm�n 1 Inch= 20 ft J.P.L 8-2S-PONE 1'=20• C71378 CIF Oi g l.. MAIN STREET E, 106.63' Z��a r$ m PM 6 J n Wil1T Q � fAlO'Y —__--_ A m 3 N1cWu a�o IP a Ki 77, �.iax rE RWrRTr � Al1 1 iih +�ffnn c �� ! OO� ocpL pLLLL O 171. ® I I G $ go Igi i , c C m ® I 0 g I \ I 1 W I m ax \ I DI m 0 L N O.,•j O N o g \ m S71'540"W - 119.00, o O IT vv - \ N •u � Ol � � � AWVE 411Q3 ,§ 0 PARK G Fl NO PARKING FlRE LANE r b � � A EOA ' - > N71.21'40"E ERP 120.00'a� U1 COP. } tD • V } A9NUT ORIE 1e A9 M oi I � X. - I =5g aF o mix_ o"' asm �1M A� �x 'o so i O L5 $[a Src: -Wives Am;n F LO XNOA O m 5 20 u�W ym N I a 'Rid 59' CA —O � 1 .D ..119 0N y>�� �mz DZ 2 O �I ''EX611NG -� NEW GGa+ WINDOW :..,� ND OW L \ 43.75' QS J W A 119 m Q C g mm a 4n m S Ali EmAumi� L I / 001 A �� � y � z n A ai �" iV.1 aSc�g � oz roio>y F 4� ^'I ��M17'1 ..`.o A9NIU at® M��o6cxi .10 9 my E m I O �w oN ON ti 2i AIR 41 o Komi I g a �' t7 o2' �g� '-`��n Q L :2m4V�i p>K MLi, 9lto'AIFA NU o g� N77.19'40•Eara.9,E o2 Qmx� a mrq/w 6 a4w $ y5� �p ��^^ p■ A Oo I'; 2a Y R/RTp U( A9iAV MU S A� Z pT I g a y (AWR('ma+n A9pT1p1 yA $e �� gS z RJWTE OMM A s>r0 Mil d oo - R/RLP tJI( MX WIK w1 341.03' °��am pg�] NORTH TO 'Q �� _ Ol �� Z�bo2 c�i< m j\J R H TR E P T p9p�j1 gN- $2�a oW� m b P S E o 9{3��T�iq if gnl�c�{��r>- � o ymo yNo� Fi �O 1 UBLIC 40'WIDE PER REF./15> ET S y(€ aF$Ly u�la io E o� g m pp 8 one AaA F gtl o n NOV y W O��. yob A� D Ij � O RI'O N yy g yC oFir s 2 a 2 Qz PROJECT LOCATION: PREPARED FOR: PREPARED BY: REV PER DATE DESCRIPTION BY CHK C 1q 7� 1 A. 1/4/12 REDUCED DRIVE-THRU TO 60'/1RASH CORRAL TO 15' ROD m m S' '� 1 ,,,,-��--,, (\�� V O T T lJ 2 A.M 1/25/12 UPDATED PER REVISED FLOOR PLAN JJS Z LJ V c D o s o d°tJ I V 1,J1 l 1 y P � T��1 c 3 AJM 3/27/12 UPDATED PER REVIEW CaAMFN75 RCD HYAriTNIS,MA ® EN�INEERIN� 175 NORTH STREET 4 AJM 4123112 REVISED PER UPDATED SITE WFORMATION RCD x 5 AJM � THESE!'TINS AND SPELTFlGTIONS ARE THE PROPERTY OF Mc00NAtD'S COF6'ORATpN 6110113 UPDATED PER RENEW COMMENTS ROD s� ..� m 1}" SITE REPRODUCED WR ID:020-0503 AND SKALL NOT BE REPRODUCNOUT THEIR WRKIEN PERN590N. 6ro;"eeaa 6 Awc„�rce+e 91 -'- 6 AM 6/24/13 REVISED PER BRAND RENEW RCD y 7 AJM 9111113 REVISED WALKS RCD SITE IMPROVEMENT PLAN FPICE BOSTON REGON LIL B R�iroP¢ unv 02061 ExEtvt.14Eov w Manrs 0.TB33 DDRESS 690 CANTON STREET WESTWOOD,MA 02090 `oui->ze-sssa bcbabs-mol MAIN STREET me Bic AR RRRRRI z11 AR RR.WIR' / I NI r I i ct ctt • I I' QE R I I I � o I m l l L m c N U 08 W m S71-5 O-W 119.00, $ 0 �� enc rsrc FAATm RLefi0 w f P WW ±2 u OEr E / RWRP Rt9RC 911C3 swo / FAMM ROX L— —J ac WA �Al1IG' -- N � � E6R � k BRE RRTNG � � e N71'21740•E EBP 120.00' A9NIv a® i Ni r i O C i i / 9 pp up m V 444 aw ay. I 3py�py1ID4�ai y�� ��c.gtiy .T � t4 • �� '\i f•v...,,.. - - Is Six '±:H01 o Ef .A Q J. / .A y:.� R A9NYF G0® CaD pq� y ` Ywo yam•• �p tY tl ___ y —IIIzft L. CED I C�1 V CDC anx ® J o 77 1e'a0•E°Oj�uE CAW N1[PIrDIE �F,, ww"`rm w (A9HIUaXVn N � ZZ� RS •®1M(/MLf S AlA1Y) tl IXMRF RIB] Aw CM NU yDlN"o-� '�,�x m wwn'am 41 341.03 Rwr¢ ' a® Or A oeg�>� 2a� STREET gmc..F> y i (PUBUC 40• �118u� N70E PER REF.®16) - n s gaF g a PROJECT LOCATION: PREPARED FOR: PREPARED BY: REV PER DATE DESCRIPTION BY.CHK C 2 YO U B- 1 .4M 412512 UPDATED PER RENEW COMMENTS RCD ' C < Y Z Z �� � P AJA1 4/25/12 UPDATED PER FlET.D INFDRMARON RCD a O Q u V V D O Q O `/�`�) EN�INEERINO 3 AM 6/10/13 UPDATED PER RENEW COMMENTS RCD ' '••""NISI M• ® .� 3 4 AM 6/27/13 RENSED PER BRAND RENEW - RCD z L L 175 NORTH STREET m 5 AM9111113 RENSED WALKS - RCD c 1HESE PW4 AND SPD]HGIMMI6 ARE TI6:PROPIXA of M600rwn's Cow�aRATOH _ m _ SITE 16 020-0503- AND SHALL Nor BE REPRODUCED wrtH0Vr THOR MMIN PERMMSION. ... .. . .� m 9 E•mwcce 6 �}y A SITE GRADING PLAN SCE BOSTON REGION P•��i�orrreF�T s*RST P.O. ,roa Isv nv Oz861 E—Nex Hat3xuaE 03833 DDRESS 690 CANTON STREET WESTWOOD,MA 02090 � olaze-ss33 603-765-1001 - MAIN STREET _ _ — 0 106.83' _--__—__— I m I i I F I I I I I � r I i I I q r I I D! } • I r r I I r r I 7 I I I I I• I I i I I s I m I r—a I s.l 1 I I A I � I G�^ ( f S66't5'22"W .��� _ l 1 I 4 0 0 6 m S71.17'40"W 119.00' o0 .f r� p r ww _� mo o r 1C T I � I I I I I I I I L----J I I ro A Q 1 a N71.21'40"E 120.00' .- N I I) a 1 1 I i I ' g 1 II 11 m '� q 3 1n N8U zt of i I I I � I o? ass - I /•7 / If mm m � II 1 ■ ® m = g DDVR C \ TDRU ® o 3�--� -- .3•—_— Y-- ----- 341.03• soli R OpPj z==m NORTH STREET 77g�g�I $ yc�pj� o� �r� ToM.. H S EET G7a���x dY 8.Z� s- o - (PUBLIC 40'N10E PER REF.,fib) . o A d� n 1XIII 00 n ii �iS n9m��� at r o t F Eva a ' S2N-I°i yl6 �A MN a a gzg PROJECT LOCATION: PREPARED FOR: PREPARED BY: REV PER DATE DESCRIPTION - BY CHK o I� 7 4M 6124113 REM SID PER BRAND RENEW.. RCD Ym � P YOUB /� n � 2 A,Ad 9 it 3 REMSED WALKS RCD UA NNIC'M A ® ENOINEERINO Z llllll` HS RE (•4'� z \ 8 175 NORTH STREET _ TNESE PI.WS:Vm SPFfJiIGT10NS Nff 1FrE f+ROPfFfY OF Ycf101iVD'S CORPORAIpN m \ _ SITE ID:020-0503 AND sNNi Nor BE R IRODDCM Wt HOLM TNmt Wr6ITPR PEMISSION. s Am.„ V I Ewmlwccwe SITE UTILITY PLAN FFICE BOSTON REGION ppn ° r's.""' DDRESS 690 CANTON STREET WESTWOOD, MA 02090 o1i ie se°a o ozaei a 6�765`:001 o3w3 f MAIN STREET _.�—' --------- I m o rn 01 r1L UP 8 RUP1 I I U) I � A � RR m , i =A� � m g m, Y g° -0 I 5 a y r F I I D a� a m RAy -1 N I (n z m a I m D m I I 7 o ry IA y I �j8g �2 m I I f^ �vu m M I y �'^ s I o �x Vl a a L 7-7 S666=g'22'w 7 08 N � a � �„ � o � a s7t•17'ao•w 119.00' o O m'xrot$ � -> � � a $ > S ; c € a" �_ $ m g �g ei y g 8 mnmio x8az noxy„ $0 RCS xo m v N m pp I� F a p n A—A xyA $m Age U7 •N!.J N_W N' N N rya_ N !3 N_ N_ �f N_ N N N H O m A o�A ; p In !J N S.N \N N S. ^1 N N N N N y N N mO 0 N N n N m m m m N N N -' -' — -' m N N N � Sri'- n' + mmm � r nrr � rn'- � m � r 8 L-----J 71 tD A P n N7121'40"E 120.00' - fi�H$t mgt m - a I N O , WR m RP, z ;tE �nno O ` $�Au :ti2o, SA m� ,,Oy� 4 S5s h IV� I �cg e �86. M1T a W nP a'a I hW Ih n 0 em s mm m is p t. m 0 0 N77-18-40-E t` g W a N a N ` i V N2 Cs BC OZpA b 341.03' 1 Q !01 a E� �a;26Y aye Z ���m NORTH gp F pyy � m V �a STREET o I� g[)��1T'iR gmMi�cFi r- c�4o - (PUBOC M'WIDE PER REF./I5) A - a'i ggj g�S-I'.Lm$s oY s 2yNYm 2 4� �r z PROJECT LOCATION: PREPARED FOR: PREPARED BY: REV PER DATE -0ESCRIPTION BY CHK !7. p T 1 M 4/25/12 UPoATED PER FIELD INFO/ADDED STREET TREES RCO VO T 1 D 2 AN 6/1O/13 UPDATED PER RENEW COMMENTS RED r a p D {]A T� i[� I'\Vn r(�DO ((�I O� I U D J AJM 8/24/13 RENSED PER BRAND RENEW- RCD ' H1l11ViJ;71 r1A �J�f(J`J `lJ� ® EN<31NEERINO 17 1 C11Y�\1J 1Y11•� a A,ur 9/11/13 ADDED FLoA>Rs TO FRONT BED RCD 17E:NORTH STREET ,MESE PINTS AND SPECIFICATNNS ARE THE PROPERTY OF WOONR1YS CORPORATION SMITE 1U 020-0503 AND SNALL NOT BE REPRODUCED WDNOUT NOR WRRIEN PEHAH6 N. SITE LANDSCAPE PLAN FFlCE BOSTON REGION P„r 414 OE�re.r s,�z. r,qw 1•'unro 02861 Ereren.lJEw Hnn?sn 0.583J .DRESS 890 CANTON STREET WESTWOOD, MA 02090 of zze sss3 605-765 Doi MAIN STREET r --__-____ -{ - C• z I Olt > no 90 jj ~ o�vlm I L%1 o x ED O e y N o� mm m C X Q 0 &_�p R I u ➢Ny C:. @ e k. ©o B I Y RCA ee g gg Q loa„t §F ox NORTH STREET A; (PUBLIC 40•WIDE PER REF.�75) O O� oa m� 0 c c s c av 0 G 0 0 m n x m o $ v y z y z Viz" N�-1 u IR$$ z aA sN� ZA•�N L� >�� �1 O �9 ?-;s ;Ica: Z m m o N Qo t; p p803a��'i $�a�z�s 11 I. 111 �� y WWW hil i fl V � s s R a L' a' PROJECT LOCATION: PREPARED FOR: PREPARED BY: REV PER DATE DESCRIPTION BY CHK d ° YO U B - N I AAA 4/25/12 UPDATED PER FIELD INFORIARON RCO m 2 AM 6110113 UPDATED PER REUSED PARKING RCD 2 A O O Z HY A 1LiN IS,M A �DOn s 0� � ® ,� ENGINEERING P � 3 ASS/ 9/II/13 REVISED WALKS ROD n L1111!Ll`Il\STREET 175 NORTH STREET THEE PIAN6 AND GiFAFlCA110Na IRE THE PROPERLY OF 1/cWN4D'B CORPDMRDN j SITE ID.020-0503 AND SH&L NOT BE REPRODUCED WffNOUT THEIR WRITTEN PMtSSTON. Evulvccae w wacv:rccrn �`29 V La FD FlDCE S OSTON REGION P<w cu c a.a mrrte Ss ule ozsei E r x P.O.HB...ss 4 OVERALL PLAZA PLAN 690 s oaev CANTON STREET WESTWOOD, MA 02090 aol ne ssss acs ves:oD: _ MAIN STREET 00 ❑ I - m I N t4i I � o f 1 E 0 I ! � I I I I S I i w � I ` c �\ i Q b I• l ® 1 \ I 1 \ i I ® I I \ I f a o o x � I AI 93.33' S71'17740"W 119.00' c o NO PARKNG IR LAN NO PARKING FIRE LANE I? Q 71.21'40"E 120.00' — m N m O • i 2 it N �•,) � $ ■ h3� p / N'm^ U • O1" w --J ® w e • ac; 1 a �O ® •�< i a�mgm�••-=-11g�+ N T`106n � 10 ^� 5 a $ y O 1 R7 • o 0 qq} N77.18'40•E o . o w v w o_— A _mnp...9:•mmemnin u¢n, NNZHHZA�R�j �a7ugA aye"a 341.03' NORTH STREET jjj If'08UC b'WIDE PER REF. HIM, M a x s o a PROJECT LOCATION: PREPARED FOR: PREPARED BY: REV PER DATE DESCRIPTION BY CNK �l o�� 1 .N 9/11/13 REVISED WALXS RCD m m � O o cv _ HYANNIS,MA mo DD o� n a��1v' ® ENOINEE B M 175 NORTH STREETg. T N H T25E PANS MVO SPEgRG11INS ARE 1NE PROPEAIY OF NrDONN.D'S CORPORMTION 5 tm� SITE ID:020-0503 um slwl Nm eE REPaoouCID wmwlrt nrM wRmEN PE OW. E„oi,,,,,,. 6 A"c.... CAR QUEUINGPLAN �� BOSTON REGION 3' .,s*"EE, —ER. PavmxnFi,iMvtF E.102861nrsSnrsE C3933 DDRESS 690 CANTON STREET WESTWOOD,MA 02090 oi-ne-ss33 eo3-765-, i �C � i c t ' tro" r,t •:J ti o m D r m II N O n C so Ing In z ~ A A A H g m o p rU v A 0 A^ - _ m� Y m I li o I I• m .r,W I' Kam^ g i �D� O �' .'�D-rrl m NS S S °, °, m ,-VZ vVz 3 ✓�V KWO a •G�' n n '��j•'L' '�*IZ e Z Z Doi z � O A p y y. V1 VI Vl In y D s V4 Q m V tw G •\GI G C m -1 O A O O 1 ri 2 s D A p m 1Am� 2 m S o � o o ,� i x O ❑N 'z � m � o ; p m p -� A� 4-I > D o ay o> o a3 ;m 'z9A 9 i R A m KWx - K - '"Z t0 •� m IAC ng > a Pg �i �y:nlznmminmm�mm�m na-se: p oB ��F 4o"elq�$ � z > r y go m p �U m�>>yym2� pQs �a G � q�TmHA N�F� �� sm a i i g Q PROJECT LOCATION: PREPARED FOR: - PREPARED BY: REV PER DATE DESCRIPTION BY CHK � > � ° Q o a o ° YOUB HYANNISI A UVt1�DO�l��� EN�INEERINQ c N y u�l �+ 175 NORTH STREET 1� ;. m Z -. � T16E RAMS µp SPECIFlGTONS µE TIE RNIPERIY Oi YCBONND'S CORPORATON mmm O Y N '.SITE ID:020-0503 µB S NU BE REPIWBIICED WRNOUf TQIR WPoiiFN PMWS9 , Erve�rveeeo 6 Aeorvr zero A EXISTING SIGNAGE PLAN SCE OSTON REGION p rvr sy *Ozabl E - DDRESS 90 CANTON STREET WESTWOOD,MA 02090 re N"�w�osas} I-128-65!} 603-]65-IWI i pp 1n � NO PARKIN s16A y < SgC O ro N71'21'40"L 120.Od r ?j p: 4go i i > 3 33 'i.:.....�... ; a •` 'r bo ON �m N. N ti p N ® ^' C=> a T, 0 N77771 ,`p W-3- O e_8 DR F m D� w ❑ ❑OBA b n ❑ W N a 17 W C] Jc Z] 6" 8'-6' Vlz C q^= H n F O p p F p ^R - r� .xti o � z < ■ ■ R O x . x m T� Ar nA V m OD`< o mm P G D' O KII D � pp � m z � D N N N = ❑ r+r = n qq Vl 8'-8" N I I O fD a \J A N m N m O 71 Sr •'r +r � '1 y T D<Oy w D m Kn T3 W.- x -1 Ny O Am m m m o a .7 F ZE F A F A H z sm Z 0 r n z <- Q K p n� a gx s o pAp PROJECT LOCATION: PREPARED FOR: L�Lp��tu4�y REV PER DATE DESCRIP11ON BY CHK 1 AJM 3/27713 UPDATED SITE PLAN/ADDED ARCH SIGNS RCA z o D0 o� 2 AJM 4/25/12 UPDATED PER FIELD INFORMATION RCD HYANNIS,MA (C� ® 3 AJM 6/10/13 UPDATED SITE PLAN/ADDED ARCH SIGNS RCD z � a 4 AJM 6/24/1 REVISED PER BRAND REVIEW RCD z N N 175 NORTH STREET t Z S+ n ESE PW MD SPEL MONS ME 1NE PFOPFNIY OF YcD W'.ODPo•OMn% - N N + SITE ID O20 OSOB MD Sw N BE IIEPNODMED MR Wf n F fl MA REN PE mmok. Evo:,.....a.... m N PROPOSED SIGNAGE PLAN FFlCE OSTON REGION P>w 3 zap E—.,N —5 DDRESS 90 CANTON STREET WESTWOOD, MA 02090 ° as"as ioo� citr woornm¢ur of nyc - _ _ � - ACCESSIBLE PARKING SIGNAGE TO "RESERVED PARKING" & BE MOUNTED ON BUILDING WALL > B 3'-0" 3'-0" - "RESERVED PARKING SIGN "VAN ACCESSIBLE" SIGNS - "RESERVED PARKING" SIGN m rc T3'-2" ri� 1 1 1 PH HEAD 3 oJ\ & 0 CURBING z 8'-0" (WHEEL STOP) HANDICAPPED a U PAC 3-2 „ . " 1 PIECE ARROW 78-0- PARKING SPECIAL PLATE _°^ 6'-0" REQUIRED s � 3 0 4'-3" TILL I--'� 1-0" uwmaWDVAaKNslaEc)ro k+ RkEAN)TINAW)ATONNERSDO4BE ¢ N PS SHAFT SPECIAL USE STRIPING VAN DOUBLE ARROW a ¢ PAINTED (WHITE) 18'0 ACCESSIBLE - W PC REVERSIBLE WHITE WHITE HANDICAPPED o: STRIPING STRIPING SYMBOL CURVED SHAFT (54"Wx60"H) OF PARKING LOT ARROWS 7 " PAINT TO MATCH PANTONE PMS 123 6 STRIPE TO BE PAINTED WHITE YELLOW TYPES ALIGNS CENTER 7'-O" (MEETS NO STANDARDS) OR FEDERAL ANDAR S) TYPE IS POSITIONED m 1-0 f—�_____�TY6-8 RE ALIGNS WI TICALLY SO BASE OF o 2'-10" 01 AYOU � HORIZONTAL EDGE OF (OR AS (OR AS (OR AS I e CIRCLE IS POSITIONED 5-3 4 PATH STRIPING(DASHED REQUIRED REQUIRED REQUIRED / LINE DOES NOT PRINT) BY CODE) BY CODE) BY CODE) 2'-5 HORIZONTALLY, CENTERED N. z 3'-6"ARRO ABOVE TYPE 2-10" azd HEIGHj4D ARROW IS POSITIONED VERTICALLY AND WHITE PAINT STRIPING SPANS NOTES: HORIZONTALLY INSIDE OF THE OUTER EDGE OF THE 2'-10 CIRCLE I I II ENTIRE DRIVE-THRU PATH - REFER TO THE SITE PLAN (C-1) FOR SPECIFIC LOCATION AND CONFIGURATION. ADJUST FOR ANGLED PARKING. w m u 5-3/4" ARROW ART KNOCKS OUT SO 10'-0'" - CONTRACTOR IS TO ENSURE THAT A MAXIMUM SLOPE OF 2.0%BE MAINTAINED IN ALL ADA PARKING AREAS. ¢ M THAT ARROW IS THE COLOR 6" 6" - THE MAXIMUM RUNNING SLOPE ALLOWED FOR ANY PART OF A SIDEWALK OR ACCESSIBLE ROUTE IS 5Y O o OF THE PAVEMENT - THE MAXIMUM CROSS SLOPE ALLOWED FOR ANY PART OF A SIDEWALK OR ACCESSIBLE ROUTE IS 2% HANDICAP SIGN DETAIL a w END OF PATH THANK YOU" � ^ TYPE IS POSITIONED HORIZONTALLY Typical Handicap NOT TO SCALE 3 " DRIVE THRU CENTERED WITHIN 10' PATH Parking Stall Striping 1 1/2" BITUMINOUS SURFACE COURSE m@N & ARROW PAINT TO MATCH PANTONE PMS 123 sa YELLOW NOT TO SCALE t 1/2" BITUMINOUS BINDER COURSE LETTERS AND CIRCLE PAINT TO n MATCH PANTONE PMS 123 YELLOW TYPES ALIGNS CENTERED FINISH GRADE BY LANDSCAPER B' R 1" TOP OF PAVEMENT ROUGH GRADE .a.: 10" CRUSHED AGGREGATE BY G.C. 8 ALL DRIVE-THRU MARKINGS- STRIPING,LETTERING, DIRECTIONAL ARROWS- ARE TO BE YELLOW IN COLOR.THE PAINT COLOR SHOULD MATCH PMS 123 YELLOW. 6" 10,-0" 6" ALL OTHER PAVEMENT PAINING- PARKING SPACE STRIPING,NON-DRIVE THRU DIRECTIONAL ARROWS- AND THE STRIPES IN FRONT OF THE THANK YOU ARE TO A•o °�O•o 0 BE WHITE IN COLOR. M4 CONTINUOUS I s 'W 5j LISTED BELOW ARE THE RECOMMENDED PAINT MANUFACTURERS AND PRODUCTS; 2 0 € 3'-6" :0 HEIGH - NOTE: PROVIDE EXPANSION JOINTS w GLIDDEN- "TRAFFIC ZONE PAINT' 0 20'0'O.C.(MAX) N: COMPACTED SUBGRADE w PITTSBURG-"TRAFFIC&ZONE MARKING PAINT" Q , SHERVAN WILLIAMS- "PRO-MAR TRAFFIC MARKING PAINT" ` WHITE PAINT STRIPING SPANS 6" X 1 H" Concrete Curb New Bituminous Pavement — T e "A" a MAINTENANCE,INC.-"VYNA-STRIPE" � THE OUTER EDGE OF THE Type w 2'-10" ENTIRE DRIVE-THRU PATH .o2a C.Y.CONC.PER L.F.+aoNF. SCALE: 1" = 1'0" NOT TO SCALEIX a PAVEMENT AREAS TO BE STRIPED MUST BE SOUND, AND FREE OF DUST, 5 n i ll! DIRT,OIL,GREASE AND ANY OTHER FOREIGN MATTER.REMOVE LOOSE 2'-10" �H --- r�NxP'1toZ���MRa+ W DIRT BY BRUSHING AND/OR BLOWING CLEAR RTH AIR OR WATER PRESSURE. nZ CARE SHOULD BE TAKEN NOT TO SPREAD SURFACE DEPOSITS OF OIL OR I � ---- �i)N°�a�i AY£ m m x GREASE OVER ADDITIONAL AREAS IN THE CLEANING PROCESS; THESES ao vals SHOULD BE REMOVED WITH SOLVENTS OR COMMERCIAL DETERGENTS. 8 �-0 TYPE IS POSITIONED VERTICALLY SO Is1�°Fr'Ds1 OLD STRIPING SHOULD BE WIRE BRUSHED TO ASSURE NEW PAINT BOND,OR BASE OF TYPE ALIGNS WITH HORIZONTAL T.,20 rn REMOVED ENTIRELY IF BADLY CRACKED,FLAKED OR PEELED.WHERE END OF PATH b �°°' .5 APPUCATION IS OVER PROTECTIVE SEALERS OR COATINGS, SUCH MATERIALS EDGE OF PATH STRIPING(DASHED LINE SHOULD BE ALLOWED TO CURE FOR AT LEAST 48 HOURS BEFORE PAINTING DOES NOT PRINT) 4� 0 o A CHECK SHOULD BE MADE BY APPLYING A TEST STRIP TO DETERMINE THE "DRIVE—THRU" MOp° ° p °.O ° READINESS FOR PAINTING. ARROW +5 uo io '"b ON °O.0 ° .04XI Q° [- mANA W - THE PAVEMENT SURFACE SHOULD BE LAID OUT WITH CHALK MARKS FOR TYPE IS POSITIONED HORIZONTALLY 0.00 0.00 T1P 1)s 6 `WNF.. PA&Ec) . ¢ W LFu1 REQUIRED STRIPING SO THAT MARKING WILL BE ACCURATE AND IN KEEPING CENTERED WITHIN 10' PATH K u WITH POSITIONING AND DIMENSIONING SHOWN ON THE SITE PLAN.ONE UNIFORM Perspective View S(TVP)k COAT OF PAINT SHOULD BE APPLIED BY BRUSH,ROLLER,OR SPRAY, AT A RATE - PAINT TO MATCH PANTONE PMS 123 OF NOT LESS THAN ONE GALLON PER 200 SQUARE FEET. ONE GALLON WILL YELLOW YIELD FROM 300 TO 500 LINEAL FEET OF 4"WIDE STRIPE. NOTES: - Brushed Concrete Brick Pavers w z 0 o ^ 1.STANDARD LOT STRIPING STENCILS FOR THESE �- In Sand o >- O F o I PAINT SHOULD NOT BE APPLIED WHEN WEATHER IS RAINY,FOGGY,OR EXCESSIVELY OTHER PAVEMENT MARKINGS ARE AVAILABLE AT 7'f 1'�O HUMID(OVER 85%RELATIVE HUMIDITY),AND NOT WHEN AMBIENT OR PAVEMENT THE PAVEMENT STENCIL COMPANY(PAUL .5' ���° .5' Sidewalk Treatment Details TEMPERATURE IS BELOW 50 DEGREES FAHRENHEIT, AND NOT WHEN ABOVE CONDITIONS WOODS) 1-800-250-5547 ARE ANTICIPATED FOR EIGHT HOURS AFTER APPLICATION. NOT TO SCALE NOTE: 2.LANE STRIPE IS A 6" WIDE STRIPE DONE BY THE LOT STRIPING COMPANY PROJECT NO. 4M3.111 - PAVEMENT SHOULD NOT BE OPENED TO TRAFFIC UNTIL ALL PAINT IS ALLOWED TO ARROWS AND WORDS CAN BE ARRANGED IN 3 ANY WORDING NEEDED OTHER THAN FOR THE f)'Concr°t° O•GO 0.00 Fl°r°d Sides CAD FILE NO. 4JIJOETAILS CURE FOR AT LEAST 1 HOUR. (CONSULT MANUFACTURER FOR SPECIFIC DRYING TIMES), OTHER COMBINATIONS THAN THOSE ILLUSTRATED Curb(TYP) w Sloped Curt A1U0 BKOMM W.DORtssr=Atn Nli Kwomm HERE TO ACHIEVE DESIRED RESULT DRIVE-THRU AREA SHOULD BE IN WHITE AND / OR POSITIONED SO IT DOES NOT INTERFERE WITH ,0' 8't 1D' � 0 SONCIX°OR Xmile WTIp�M03M DRANK BY. "ROD THE DRIVE-THRU MARKINGSL ti n mmo06660f61NX=BI FW M 94 SUER NO SCALE: AS NOTED ROOM RR TIE PR=MM By➢E KW RR NNK Pavement Painting Specification Pavement Markings Plan v TAaRWATNN IS ABOEA A,AIO NAS NOT BON IETAM DATE: 4111113 x- FOR NOR 9141 0INN:NIL'COM OWR W H N 01AIOE NOT TO SCALE Handicap Curb Ramp Detail v ACTs a a®oe a'NN misAClm,9.BmNN+cmt DRAWING NUMBER OTIFR W R OB BNO' E of 6 NIL'OOFA PFk5o6 x: IWUOMO P(11006 6 TI DE igRC�------- _ SD- 1 . NOT TO SCALE R. mx O]1 IN > y A AOp NZ y f OA u y A O Lw. 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I - a z m mo o m 0 za i1 —F ..� g x F m 1 I! I Ili I - r cif c� m •m 6 • `o 0 0 Om �. o Ido IvOz m A Sz og $ > l f COORDINATE W/ACM AND/OR OWNER "'T - g n r OPERATOR " y ifczio - I� I -{ 1 c"� I m-1 z r-a �y ax QII y 'I 'I is A o o i I; F" 1, z g I zm- x .'f•- d m`- 0 z I O o u - o r - z J N. }_I ! • I - _ I 1 I o I� .r.# .I is .. L--J................ ����❑��❑� I o !( If v o.mz i m N n r CD G) m C. I c m o c O I I II L 0 - oF^ zm I iT i5 vl cCi vl ccT c Q III �i II m Ap0 a II ' I -0 o N Dm �r5 m� m� m� v III m II r-I I I o m o g II m I I m I mo o> �� JL----i-J I i O i III �m 00 ram ' r z II m �J N — —� oA yrmA ci II- - 1 13'-1 1/ N 4.-7 1/2,i A g . m fmy A -- I o ! I O O ti :.� n Om AO fA/ID �I A 6 U 4 Z pm Ili O 5z. 0 ��DD�C100 A x Sy m 61/2" x EnI y mA p III z �m A yzdx m zo �u'.O i m ym Fi ON zx 0 n➢ m O0 mm m a 0zm I I mz0z z^00z I I zmF- 0 z c>°2m a Dr- i (� IIIIIII z 60 =ym =OR m s om v ofo a o mm o 3,_4. I oIN AI I o Iom (ADD.) I oL � II ! I oz F. >om z p I Z J z L] — ._.2 ......_ F. 2� po II off- f —�_ . _ f f ==nfirl — s Q ----J-I- -- - I Ll = I L ADDff0N x� z0 o I 0��� —n ��y`J z A z-n -- - z Np ox xn n mac s I S x� ADDi N g "22 10. m� i � � cp m n wA mA o'ozz o o a�omN m o r- c ym I 10'-0 1 I 124't(0'HOLD m g 2-8 HOLD 12'-6" 12'-6"o 8'-5 1/2• II a'-i N V4' z z > o o 0f 1/2 o z Q o z m ED m A� s a �o n I w N I y ! Fo Dj ED ao 0 mA 0 I I W �1 Sn > m a F rcr 'I -i-f O0 n m Oa O PI m m x O o PROJECT LOCATION: PREPARED FOR: REV PER DATE DESCRIPTION BY - F - m BYO U B , SAJMMP 03/27/1.3 MISC. REVISIONS / AMB p 0 HY A NNIS, NIA n /� � 2 SMP 03 27 13 REV. PER CLIENT COMMENTS FRANKS KB n o t11�1`I J lu^\v/Au' D O O O 3 SMP06/27/13 REV. PER BRAND REVIEW COMMENTS HAL 175 NORTH STREET EN OINEERIN f3 4 SMP 08/23/13 REV.PER BRAND REVIEW COMMENTS 8-20-13 JSM 5 SMP 08/27/13 REV.PER BRAND REVIEW COMMENTS 8-26-13 HAL 1NFSE PLANS AND SPECIFICATIONS ARE THE PNOPEAII'OF WOONAID'S CORlWRR110N O r FLOOR PLAN AND SHALL NOT BE REPRODUCED W HOUF THEIR WRIREN PFIODSSION. E.....ss...g A.......... OFFlCE BOSTON REGION P.O.Bu.514 PnwfOCMT.RNOJE 1.•.PO 0206i E.IETER.NEw Fnn3rvilE 03033 ADDRESSI 690 CANTON STREET WESTWOOD,MA 02090 eowzn-ss33 eou-7as-loos NOT FOR CONSTRUCTION -- - -- Pmly m y Ul pm ND� u� O ° o ° r N . ;o m C _ � m A Z u D o m J n o / s z m �.Im yry � A t0 D 0 + m NE I� A m N 41 y 4 I G p gf A O I'r7 t Iml o M. n-� w z 1 x oii r2n ti m mox O °D ap O '+ m m OA° O C ti y o n > ❑£ <I A m 1 I r �n> tOA I •�mT7 s o� r o 0 9yzz O r N IJ G 1 � '3 OC n D (0.9 N0�\AS G O0. -1 O O O r h J E O 1 \ O z z o m m 't h• a"4 —I � a \ �w '0 I m 1 p o o - ra cq I F'-'1F21 Ff1 rrrro X ° m<; ss I 'a- or;n oI z o� o SZ ArD- AJDC m 0� u u n III ITS 0z Fa yz yD sz �m '� > - ul a Do �- o, p Fo vo sr v 2 Acumi� D N 9 y-4' m o m a c6kyp ,� x:, s ❑ o m m no A r z r rkz N 0 y O A A Om r \ D D VI \\ 2 { 0 �o o pq m n Z A F m ; m z_ v I i I I c vZZ m^� A° m m- .0 o - O wT ms� Sm O� r JCS mr r .:: f N 10 �C z� m Cm otm p A 0zlµ 3 \O mZ Cj < �� �' f O # Q MY 0 - x agi ,. (n r MI® O � o- L ax N a . zrm 1 m 1 mr my L Al r I C o 2ycpi n1rc�. mi: m2 n 99y T' " Imo. D f�i F m VI m x ul S mo 0D rn '� m m i o rb Sz m m m R `o ( R S y a - m u 00 rA z o 0 r Z. 3-0. N. 0 0 1 o 1 i 0 N o m o m m In� _ =O �o uo v r> a: y mC �O u�o z x m m� op ma ° ° oy =.m Z 3 N 0 p 0 D z y .'O N. Pi O r m N m N z pm o Dy� c o m g , cr mm c m 6 k m ym o o t,N.e zm m0 z zo Zo m P y XSp y C C 0 O zlm S m o p o m mmmm tmnm Z y X o oao❑❑a °N 40 �a = m o PO m C r20 0 0 m m m y mD z N cp Z m x D D C Dz 1 0 m 3 m0 r ZO !°� O r w O fmTn� m m m 1 O DC C C °A pD 0 0 0 0 O Z m T� A F; s z o A6 z s <c z m z T� m m o z �9z po .m F m z D0 s ° ON Z n m m m 9 O O m< m A 00 z2z aD j z a°y A DO a u n S�1 0 N °Z A C Z r C r 3 D m - r N r N m p II'T y K R0Z1 rm D 0 l 00 '^ ; m �F, o c m cT p p s n o PROJECT LOCATION: v PREPARED FOR: REV PER DATE DESCRIPTION BY p ° BYO U B 1 AJM 02/t6/t2 MISC. IEN REVISIONS AMB 1� m HYANNIS, MA n n 0 2 SMP 03/27/13 REV. PER CLIENT COMMENTS/FRANKS KB u s ° I 1\V/I I�DO ((1 I 3 SMP 06/27/73 REV. PER BRAND REVIEW COMMENTS HAL 1� F I7J NORTH STREET IIIJJJ VVV LLL111 l �l \"�J ® ENGINEERING z 4 SMP 08/23/13 REV.PER BRAND REVIEW COMMENTS 8-20-13 JSM N z o N x N A+ 5 SMP 08/27/13-REV.--PER-BRAND REVIEW COMMENTS 8-26-73 HAL pp THESE PLANS AND SPECIFICATIONS ARE THE PRORHIT W McWH4D•S CORPORATION m a O o N AND SHALL Nm RE REPRODUCED W DIOUf THEIR WRITTEN PERMISSION. EnolRssae 6 A..... O o o ELEVATIONS "' OFFICE I BOSTON REGION 414 RE.� T ST�EE. P...ems,5-4 P>WTVCKET.Rt ISU.vp 02961 E-TER New—.1- ADDRESSI 690 CANTON STREET' WESTWOOD,MA 02090 401-22e--5533 603-165-1001 NOT FOR CONSTRUCTION - I—Am ;o A I z m z 0 1 01 Z R 9 V, M om wp OS2 io of O 'o > 2 R. i2 TO u,09 0 0 0. z 41 o > 0 to O in. 110 rn n z > > z �l z 0 oz I'o z z zo x z 0 z o F-71FIRIE111 rrT-r--<9- A�� z >! 9>32 Al- > !I, 0.>m 0 03:OD OD gm z A 00 o SWIM, m z.� z I z A A g v 0 t > > P E g[M[Z[R]E2 Fo.-I F-0-1 11 Am 1 1 1 lo o. 8 A M. m. 8 ml- ii 0 c m- 2�l - �z 1,1�5 0 z m o 0 > z z2 NA ': f b, 1 111" z z Ko' > g z 0A, mvl .=z g III 'Two -m�go -o m'- z > !�o I z 1 -0 z- �I z �� A - mx A 0 z > -0- local.m z 0 It— ZX 0 >>o. m A-Ej� 0 0 0 Z m> 0> 0 8az 0 zig z - -m om A. 0 o Om Z > 0 10 T iZl 91 Rl 91 DI[N ff]FEI -1 :2 K� m =1 0 aopo m 2 0 >m In m > rn 0.1 !R o' o� Z L>-, > C) 0 m z z 0, 0 AO 0 z > 0 z 2 z M A z a m >c c z 0 0 c > a m 0 A XF*-1 :'� i i 'I >,wm al m g El El gi El z C% O� z "2. 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Ind FLOOR EALEM,NH 03079 3 DRAJIIi FOR: 0 TEL(603)6904414 FAX(603)B9"33B D � I1cD011ALD'5 CORPORATION D O O i McDONA_D'S PLAZA a DRAWN BY: GSL PATE ISSUED: 5/]/0] S OAK BROOK,ILLINOIS CHECKED BY: T.B.D SCALE: AS NO 0621 DATE DRAWN. i/3U0: JOB IINMBER N-1S0 l f Richard E. Landry, Landry Architects 5/2/02 2,54 PM M150_ai23.dug TEm m m a -I m p�zn D N X p z0 To O% D X zoo o " wo X m� r� mL i r 2 Li L� N"y ALA OCT > m O "cgcm m'g cr . =mp'Oj A m i r O H D c r << \ m O O "y"> m y O E A Dim j m � _ Eo Z Se ;Se (P ' m \ o Q _ Z p °r °_> Nz EE p0 �f z r D OEE EO ,>o o r+, o yimxn yA nAAE� _? m.x, 'D �n ink m3 o�FXm x= i�z i 'm z� m =% \ A Ni Ar OI %cm D 'vFnpem O Om yDE in m oo m Cm AIzi1°<n N -" 2 A" E m > <A " Lin> �� y o m > p a� m m o nip \ n m <m^ r c ov n o`igo nmu so 9 oXnm n= o. rA m m V. on nTA>° TH "� Eo 9a�u AQ„ p O y ? 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SCALE: AS NOTED L0521 BATE DRAWN: 1i?UO3 JOB IIUN6ER t1-150 T MAIN STREET N aWPr - 6 � g g I Q e s "� Ra uAMwIFR. I E SLce Tc N `? >g � � <> a� T•� I I +, o C7 : ER A y at �. r• I I �g 'I '1 ig �? 14 7gp � g I \ I I M I 9 93.33' `> I S66.15'22"W z m S71-T7 O"W 119.00, c �o a � arA;IeaA L_uEPr J cm MIX / LA o N PARKIN FIRE LAr '& N71'21'40"E 120.0 0 m Avxrr aAm .. dog goo, F y�§ �4 A� � � Zp • Y >m mCX. o`� [Om NmA mn m O i E ! ^ sm�11VNNyAA] n >o c N $ yo GGGGGGn ei>>z_ zA >g leg ogm g Nmo czi P:"y czi S,C 8 om z � o �myti .571'21'40 � otT Lte - �C 120,E'a•+-.- o� vyo� �E i'� 'z AmS EXISRNG\ CH®_ NEWCASH $ E m WINDOW VANDO PRE ENT WIN� x A ' A 2 An ko 42.0'.. .. 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A o f i8ilm,lii 'SIRS'. oo ono �" F.i90 (PUBLIC 40'WIDE PER REF./15 �1 m❑ddd� aAi aol �� 9zo Eno S z> „ IRS ""dv gs a a a a PROJECT LOCATION; PREPARED FOR: PREPARED BY: REV PER DATE - DESCRIPTION - - _ BY CHK III y x a o ' v z I AM 1/4/12 REDUCED DRIVE-THRU TO BO/iRASH CORRAL TO 15' RCO AYO U B _ 2 AM 1/25/11 UPDATED PER REVISED FLOOR PLAN JJS a o o LJ V U�DO I 3 AM 3/27/12 UPDATED PER REVIEW COMMENTS � RCD HYANNIS,MA LL11 l^1 ���.�I �C�JJ ® ENGINEERING 4 A,AI 4/23/12 REVISED PER UPDATED SITE INFORMATION RCD z nAn „ 4 175 NORTH STREET x 5 AM 6/10/13 UPDATED PER RENEW COMMENTS RCD THESE PLANS AND.SPECIFIGTNNS ARE THE PROPERTY OF M ON11D-S CORPORATION - E SITE T�.D2D-OSD3 AND SHALL NOT BE REPRODUCED WRHCM THEIR MFI EN PERMISSION, EH..Haswa a AwoHmccTa ,tj 1• 8 AM 6/24/13 :'REVISED PER BRAND'.REVIEW RCD + f FfICE BOSTON REGION - - a e NENer r sTAee, P.o eoA c•. f II SITE IMPROVEMENT PLAN P..,�.AET.RHoa I�eNo D:Bo E.BTe2,N�.H.HM„a�D�„�s. '•. '• DDRESS 690 CANTON STREET WESTWOOD, MA 02090 cm r.e-ssss nosaes-nDI . ..' FBWT EOtoioT Nir05 OO*W `. _ - YAP JOB LOT 074 6 . - - 373.04' rm 8 c4 LANDSCAPE NOTES: i. ALL PLANT DISEASE O ARE 70 1 BLE QDAUTY NURSERY STOCK, FREE FROM DISEASE OR OBJECTIONABLE OSFKAIRFPRACTT AND PLANTED W CONFORMANCE WTI SOUND NURSERY PRACTICE TWO WOOD STAKE$ 2. ALL NEW TREES ARE TO BE STAKED WTI TWO 6 FT.CEDAR SWAT b'PER TREE STAKES GUYED WTI ARBORTAPE w SIRNGHT @ PLUMB- - " 3. AREAS SHOWN MULCHED ARE TO BE MULCHED NTH A MINIMUM NAP 308 LOT Oid 3"DEPTH of SHREDDED HARDWOOD BARK. c? ARSORTAPE 1 4. ALL PLANT MATERIALS ARE TO BE GUARANTEED FOR ONE YEAR TO BE IN HEALTHY AND VIGOROUS CONDITION IT IS.UNDERSTOOD TREE WRAP THAT THE OWNER WLL PROVIDE ADEQUATE AND 779ELY CARE a G TO FIRST ARBORTAPE DURING THE GUARANTEE PERIOD. 4 BRANCH//JJ S ALL PLANTING PITS ARE TO RECEIVE J ACRIFORM TABS 'y 4'MULCH RLAP 4'MULCH ROE BVRLAP£1/J TOP (3-YEAR_FERTUZER)AT TYE OF PLANTING Go S Ry 6. PLANTS ARRANGED IN CONTINUOUS GROUPING ARE TO BE SET IN MULCHED BEDS MULCH WILL BE A M9L J RICH DEPTH OF SHREDDED HARDWOOD BARK. P - yy - ^FLUSH W/STAKE DRIVEN GRAD ; 7. ANY TREES OR SHRUBS DISTURBED FOR NEW WORK ARE TO BE pp ' FLUSH W/F1Nf5MED GRADE PROTECTED AND OR REPLACED. D{ ALL EXISTING TREES AND SHRUBS ARE TO REMAIN UNLESS NOlEO. - DECIDUOUS - EVERGREEN TREE PLANTING DETAILS ago = 0 HOT 1O SCALE — '- — - •>t• .. MAP JOB LOT 075 - m t WILLIAM STREET CORP. • ` — — ' - 100 N.FRONT STREET . NEW BEDFORD.MA 027g p, - rc 1 S4r39'20^W . 33.08 - 1 . 1 1 1 1 I a I EXISTING SHRUB To xo 1 J - BE REMOVED 1 ozo I AZL 2 w d�a ,Am a G, : "s 1`/1 Q rc M AZ z I a SA PMY t CA G tl PCT PJM WF C- N18'42'20-W 185.81' SA 3 PF 9 3 OIL t W6°r N!C I VC SnL---------------------------------------------J) dt' lar m {GIN7 m 41 __-_ 518'38'20"E q - - - -� PLANT UST Ur z V rJ KEY BOTANICAL NAME COMMON NAME WN A SIZE ROOT I LF PJM D mo N CA JC- JUNIPERUS CHINENSIS COMPACT PFlTZER B i 1/2'-2'HT 2 GAL - PFlRERLWA COYPAC7A GREEN JUNIPER I ♦• 2 � 4 �' ADA RHODODENDRON PJM PM 9 7-2 1/2'HT 2 CAL PJM 'y6 PF PIERIS FLORIBUNDA MOUNTAIN ANDROMEDA 9 7-2 1/2-HT. 2 GAL. 3 5 OP Q ¢ ;O; TO THUJA OCGDENTAUS IDCRA DARK GREEN AMERICAN 4 4'-6'HT B♦B I A2L O 5 N ARBORVITAE - r IC ILEX CRENATA JAPANESE MOLLY J 1 1/2'-2-HT. 2 GAL EXISTING TREE TO BE I PROTECTED WRING 3 W PMM ANUS MUGO MUGO DWARF YUCO PINE 9 f 1/2'-2-HT I GAL CONSTRUCTON-NO ROOTS - PIW d' W - AZ AZALEA HINOCRIMSON AZALEA 5 1 1/2'-2-HT. 1 GAL. I ARE TOE CUT r w • L''yg�jm' w� _ . WAZD AZALEA DELAWARE VALLEY WHITE AZALEA 9 1 7/2--2'HT 1 GAL. AZL AZALEA LOW POP AZALEA 11 11/2'-2'HT 1 GAL WF WflGELA FLORIDA WNE AND ROSES WEIGELA 6 1 1/2'-2-HT. 2 GAL EXISTNG (.. _ EF EUONYMUS FORTUNEI _ MCDONALD'S BUILDING TO BE g EMERALD'N GOLD EUONYMUS q 2'-2 1/2'HT. 2 GAL REMODELED j i a Q p CA COTONEASTER ADPRESSUS PRAECOX EARLY COTONEASTER 7 11/7-2-HT 2 GAL I ; 4 3,135 S. AZL ,ao feeA m of OP OUERCUS PAWSWIS PIN OAK 5 2 2 1/2'CAL. B+B I ! EF ✓; REFERENCE: Q - w . € Z PROPERTY LINES AND OTHER TOPOGRAPHIC INFORMATION SHOWN ON THIS DRAWING WERE TAKEN U �.( VC VIBURNUM CARLFSII MAYFLOWER VIBURNUM 3 2--2 1/2-HT- B+B I - EXISTING SHRUB FROM A PLAN ENTITLED: ❑ PCT PRUNUS CERASIFERA'THUNDERCLOUD' THUNDERCLOUD PLUM 1 2'2 f/2'CAL. B+B TO REMAIN TY'P. 3 F CT CLEDITZIA TRIACANTHOS HONEY LOCUST 4 J'-7 1/2'CAL. B+B SB BOUNDARY AT PARTIAL TOPOGRAPHIC SURVEY . p MCDONAL05USA.lLC 173 NORTH STREET PARCEL BARNSTABLE CP CHAYAECYPARIS PISIFERA'COD MOP' GOLD MOP CYPRESS 5 1 f/1'-2'HT. 1 GAL `i.o I 1 J AZO COOUNTY.MASSACHUSETTS DATE:9-25-2TOWN OF 011 SCALE. F •�j �\ SB SRRAEA JAPONICA'COLD FLAME' SPIRAEA J 1 1/2'-2-HT. 2 GAL I�I \ IN IC 5 4 1'e20'PREPARED BY.'CONTROL PONT ASSOGATES INC. 2 ¢ W MMo v� ^ bo• SA SEDUM TELEPHIUM'AUTUMN JOY STONECROP 17 12' 1 GAL '_ 5 GT FF 352 TURNPIKE ROAD.SOUTHBOROUGH,4A 01772 _< LQbLf HHR HEMEROCALLIS NAPPY RETURNS' DAYLILY 9 12' 6'POT ,J{AC U 2 = 04 < - tJ __ 1O! 0 z ¢ p _ ss .. S10'38'20•E — 294.44----—- -- wax efa M/vP T . 72.96 i ¢ 0 uJ Z F . 2 :c yam' z F' LOOSENED GRADE AT YIN.OF .Y(MK)smixIED CEDAR MULGI OP - 0. ^ Vl it'AROUND BALL,ED 01,AL REg (ERr)R WATER HIGH SCHOOL ROAD - - YIY tb BE COMPOSED OF A THOROUGH LDBAL, DF ONE A1d6 FND1®81G p61E5i4T OISOANIS ANY f 11' h PART PEAT ONE PART HUMUS V FW191 GR IOU (AKA HIGH SCHOOL ROAD EXTENSION) O 9 ONE PART PARENT SGL d` (PUBLIC--60-WOE PER REF.814) N61WMIMMIC001 IM M YEAWS RJMNIEK SIR SUM AND S$EU� - PROGRAMS FORS M NNECT WM BY THE MI6 E07 WIOI 'PROJECT NO. - 4313.111 TINS GBITFUTO 6 AIMED,AM HAS NOT®1 R TAUED CAD FILE NO. 431JWP-1 SYNTHETIC ROPE RuoO AND014111 1a .: WRLAP FADED Y BDOW GLADE M N01 OR R NAIE ANT Y O"CMR Q ff p ACM DRAWN BY: RCO - • UlID61URBm SU6GRAOE O AG OBE 6 ANY R OF ANYOR. .. f _ _ - • PEVO AONIS d fY1D11ES Q 6 AW1'OI1ER PER9D6 CHK'D BY: FFtbl10e10 P0BI016 6 lff NAIOL • A PREPARE 9ACIfT1LL AS WECITO _ UNDs,ImIED SUBGIADE TO .. r GATE 4/4/13 .UNIT OF BARE ROOT HOLD BALL AT NURSERY LEVEL _ ... - 10 0 20 qp DRAWING NUMBER SHRUB PLANTING DETAILNOT To-ALE - GRAPHIC SCALE T t r (D.a O A Ap 41'-B (BUILDING ADDfIION) — — — — ss -w O II 2-2"X 2- a m e g•_3. 8'-3" 6'-3• =,� D o II z3-0 7 y oo w I- O W II N III N mZ• " •F.,oczANC�<~F�0O O iyO0$�om';-ycn \oyo�DAnD`nrrW�xn 1AA Dr Z�or zOAOz7p O�Sozm�DIn zptixOmAC..m,zaD l-�®pm+;-t�pixnD Otr�jN'.Azzoo 1 wpm!cOImI�/I�am-m�mo 01�I'2vpmR❑�sIII�,iip^mXi,DNtiAInF.'T m��-'�ApA A�xC> aomjzn� «.. • - moOo-�ovN•WDW r z WN O moa$Z IIIIIIII IIICIIIIjIIII IIIIIIIIIIII —moxO_0��w ==myAor/OO IIII'Vi.1,.�;3—•-_�_tmvnqro—--_mI,•-'IIL(IIIIII mw:,:�,/Oo mroc TDzC�zo'.l_..y�_o 0'^_O W�rD3.•z�.'.�-dIIN�oo��Z(IIi�oo-t?mr 1 OO)�x __K�0---�2�71:•_.3-—'2_-4AA•...i IIIIII Om 1-mr/' 2III�m`•_�.-�W-^itizomO�OD Imyp OA� a I.a a ' +a,0L7 2'_2•X m g'-q' x x vaII ofmAI��Mn2 B- 1/2" _ m in o= m E0x mT 7 r lz m-.-sr-AvzA >o l..D .a JJJ\ III_Xm 111', 1 . -/Pm�:z8I �mJ i -II II ❑— F I ..mmApg0 W� ps 1s 10 O z 0 NVWW_0a ON— o0ON1a N� F. m m0m DOm > p OC 0 c � mma roA pm 2 a OA .0-> O AF r oIn D mysz a y11 OA X Zz Oo 0 my n Z OI'D O � =I _ 0,0 x o o D Z >z A m m D � F y COORDINATE W/ACM m AND/OROWNER NO z O> am Zoa ATOR > � ZOPER 0 Z - O r Io r- � FF L---1� I I I y —Tco m Zm AAX S.:S = Nr= -Ir: O 0 ' m$ °� 'nr$ ^ :L-----JL--- J A n m �m o '^z n "zx C O O m AA% \ vO 0 A Z0 4" z w z. _ mZp 2 61/2• x DO m� x 0 An DyKp m > in AAAm .Du. 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D O , - A \ O O W J N OFFICE IBOSTON REGION Ic peneFn sTaseT r.o.eo.sw - a PnwT�c,tcT RHooc�_11 C28a1 ExcT NEn H. 11 03833FF1ADDRESS 690 CANTON STREET WESTWOOD, MA 02090 �p ne sssn aos vas ooI q' NOT FOR CONSTRUCTION: ° _ n 2 N r ITT Z ff��11 lf!�.�IlI m fff.��1l1 m fff�`�I�I m ff��11 fm�1 om wF A �o n z - N - fnm <� D IN Z +D D m < ep D[) N 2 N i £ I D Q N ' w I mph D r TT-4 - m C p .. 2ti N A <2> pPt Z n Z .. 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N O 0 A RI m m m A r0 1, D 2 N 1-0E mm �m5 AC O IP DZNm N rOv J-�0 I/ O m N ZD yzj N<A_< mx N0 D mC M I3; Z. �I•I N� m� r D Zp £ D D D m I £Z z z op pZ_ m o 0 0 A mr N p A << Ap n m �C mZ DA A A N P1 mN ' s Z Z z Z p £� <v CO-: n O I % j .. x f. 0. O£ >In N N m C D� 5£ �n y < N m W J m N Z �m Nm I Z A mm m I V V O - < m - AA n II 0 0 m0 5; £ D M 0.D r Z O n N �� vm p m ti 0 n O 00 r N E+1 0 tAn Z N p A < 2 O Ar p < JC y C m m x� p A m p £ nv °' PROJECT LOCATION: PREPARED FOR: REV PER DATE DESCRIPTIONS BY n m o > o n AYo 1 AJM 03/27/1 E R MISC. REVISIONS ' AMB z. HYANNIS MA 0 2 SMP 03/27/13 REV. PER CLIENT COMMENTS/FRANKE KB r ' ENGINEERING - 3-SMP 06/27/13 -REV. PER BRAND REVIEW COMMENTS HAL 175 NORTH STREET ® - lV .• o z o f THESE PLWS AND SPECIFICATIONS ARE THE PROPERTY Of MCDONRLD'S CORPORATION . R _. A-0 O A C 0 O N ELEVATIONS D.SHALL NOT BE REPRDWCED WRHOW.THEIR WRITTEN PERMISSION. 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ELEVATIONS THESE -AND SWILL NOT BE REPRODUCED WRH0111 THEIR WRITTEN PERMISSION. E ewe A A...—T. OFFICE. BOSTON REGION >wT 414 1R r STR[eT r o oox slr. +.. Ptrcn[T6RHoo[3l4No C'.061 E%CTCR N[ry H ANr"'OSB53' ADDRESS 690 CANTON STREET WESTWOOD, MA 02090 �eD ssv eos ves 1001 NOT 17OR CONSTRUCTION <N �n 6.0 :ID m �1 5 N- p 15F O 10 I r D � .TJmZ A N� Z 1 DO A A �w m m a _ . O -- o i.z. �. . �9 r D � m Rt II � I O .J� I I r' I 1 �, 1 I FIT i I r O 11 O I, rn I In I V; II o L p O mco O r m m A - �n Z A I p ? m m O p A r S C g A D ~ Z r �m1Z x m D O D O 11] tit N. <A S O A O z x p - - i p a F D A '0 �l A > m O_ �. I p I I I v m v U • A m m .. m ti m • � Z z Z Z Z�. N O N Z I y W A N- < o 0 0 m - r➢mr m s is iT c�i D O F D Z m .V D O O Op n IA p m c A O p O f Z 0 x< D ti o p A o Z m : Z It I• I 1 C m mm �ti i L m ~ m O In m �rI mm �0 �Z �D vy f Z nD O O I m A A m A m. t pJ ti - tmmnm tmn-r <vl G� GD<D rn D;o om I n Z A to A A r O A I- II' Ff <z r II - o fm*�1I O G .. , o z D r � I Z _,. .. I OD il, O O .. m -_— --_ — r-m m rc m m A mm �� m m m \�mz n Dz O Z Z Om 2 o PROJECT LOCATION: PREPARED FOR: REV PER DATE DESCRIPTION - BY 4 m r^ o 1 AJM 02/16/12 - - MISC. REVISIONS HYANNIS MA o AYOUh�GINEERB2 SMP 03/27/13 'REV. PER CLIENT COMMENTS%FRANKE 'K,o 175NORTHSTREETOING 3 SMPO6/27/t3 REV. PER BRAND REVIEW COMMENTS HAL vai s N A . ' • � o Z r'O � THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF MCDONAm'S CORPORATION - RENDEREDAND SHALL N07 BE REPRODUCED WRIR HO THEIR WRITTEN PERMISSION. EHBIH cewe 6 ABCHIrecre ELEVATIONS OFFICE BOSTON REGION PeW --T o a Nv 02861 E%CTCR.N x[03833 ADDRESS 690 CANTON STREET _ WESTWOOD, MA 02090 o1_ze-ssss 603 765 1001 NOT FOR CONSTRUCTION - - r 4 y a s a r"���� ,yf�•,i�^�,.ac.""� ��...._ ���',�,i•�� - ,fie_ « r �,�.� s - - }e':,. "' A- _. - - •+v - y - WAX�`,',�-"yn J', + III 1 11 lip 10 r _ .. �., -.. ,' - r - .J- .�-:- ., f .`- --`C. � v ^' �!`. - �-.:'",. 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KW44NICAL TIMER - 1 1 NO f.OM I NoI I o PAGTORY 11 MIRED TO 1 "am PRESSURE TCH I I 1 J CONTROL I 1 - _ FACTO MIRED To TERMINAL1 I MITHIN STRIP AS SHOMAPPL I MILL' KITCHEN EQUIPMENT OR WALL COOKING APPLIANCE MOUNTED POWER OUtLET BOX ZO v 0 H oPe I EXHAUST PAN AND GOOK I N6 EQU I PMENT TIMER SA ITCH 2IA6RAM INTERLOCK WIRIN6 DIAORAM Iry� _� NOT SCALE NOT TO SCALE0, 1 Oy� IY� TYP I GAL VORK HVAG UNIT NOTES: 3 ��Z • WAG SYSTEM SUPPLIER MILL PROVIDE, i 1 1 /2 - 15 TON I. HOWYMELL T13OOGlOOI THERMOSTATS 1 2. H014EYMELL OTjOOAIOIe SUB-BASES _ ++ R All 6 I Y2 M1 M2 A2 B 3. MONEYlELL T104'161000 M 7104161025 J. ; - - REMOTE SENSORS. 4. ALL LON VOLTAGE GABLES INDICATED ON THIS SHEET. _ S. MOOp BASE 4 AV ALKALINE BATTERY FOR EACH ® THERMOSTAT.* yary� '�• 6. ELECTRIC DISCONNECT SMITCH ON ROOF _ QQ1p �os �.I11 TOP UNITS, FACTORY MOUNTED AND MIRED. R j �E ELECTRICAL CONTRACTOR MILL. i JUMPER .$(Al-Ay 1. INSTALL LON VOLTAGE CABLES � I� 2. SUPPLY AND INSTALL ALL CONOU1T (1 3. ASSEMBLE MID INSTALL T130001001 S 6REY CABLE THERMOSTAT, 6T13OOA1016 SUB BASE M/ 9 #16,SHED 4. MOUNT T1041 REMOTE SENSORS Q WRNISHE BY TEM ONJMOOD BASE AND INSTALL. Q ` t . NS5ALLLE S. MAKE ALL FINAL Gd8EGT10N5 � q BY E.G. �Q�QII11 qq11 yq®m®yy�.��Ip� NOTE, F2Ht SOME TNEiBtl5TAT5 MUST HAVE AVERA61 N6 REMOTE " SENSORS CONNECTED TO THEM IN SKIES AS SHONN. I SEE SHEET MI FOR TH0M LOCATIONS MOM q Q AVERAGING REMOTE SENSORS ARE REWIRED. 2 GONDUi,70R C/ ®_ g l J GABLE a Jur1GT1oN BOO JUNCTI I 2 ABOVE Box I CONDUCTOR . CEILING ABOVE CABLE 9 CONDUCTOR CEILING _J JUMPER RG-RH GABLE AND 2 CABLES IN FIELD INSTALLED WNDUCTOR GABLE 3/4' L01mUIT BY E.L. TYPICAL y IN 3/4• CON4PUIT ALL THERMOSTATS SX JUMPLR Re,-RH I(J k ' FIELD VSTALLED (� 0 "BY E.C. TYPICAL ALL THETGi05TATS Q• � � � � � � • �� SOT 1 T T o o O o oto 0 0 o O o o T yi \ AlA2 6 X MI M2 YI Y2 RT. 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Z 111 yy I5{§��j AI- •pp 7mpQ$gI $>o o • •r: � v N @� > O ' V r LDi zzI� 8SZ `o' 9�! �� IAA PI� C]� jZ ((�K y�i� � 110 R �'V -���<� '•• �� �� . � Q r d rnyAA - �Qo •- m I {m j�H pp �- ee�Im�1 pp (2p a a po NN ���'i i' N • D gZN � G'D � �F'< � O ��_ � <N Z � � Z-A Z�� '" � -1 �?�C O > W O it DDD 3 Q1 Q1 r r yC � Q2 IN' P r o C�ion o o r ° •o •� � ��m�* _v 0 {pry -p1 - �� °{ � A��o N<� y tD 9 �_ 19O O Nm P O k��� •• -� t • a - I d : - � � iii• _ a �i Y i y s O I� ig� r -o J R- AT r 4• Y S c r3�pcY • -z ' _ A m SHEET_ NO. TITLE DRMIN by C'm Mc DONAL D ' S CORPORATION 1511 BUILD[N6 �Is" KAM DRIVE-OAK BROOK, ILLINOIS 60521 MOOD/YVOOD - MA GORE 12-t2-44 p Ia44 Ma Id's Co peratlo HAMM/DESCRIPTION/OTHER REVIem BY �'` DRAHIHS5 AMC SPECIFICATIONS ARE THE COMPIDENTIAL AMC PROPRIETARY FROPERYY OF MaDMALD'S 7T H.S. CCRFORATION AND SH-LL NOT BE COPIED OR REPR7W(.®N7Tg1T MRITT131 AURMIORI UT(ON. THE CONTRACT 2•6 HOOD INI.LS MV HOOD I JDI575 00011!@1T5 HER✓`Pi®AIi»F'OR USE ON THIS SPFLIFIG SITE IN GON.AMOTION HITN ITS.ISSUE DATE AND OATE RB Vjmeo ARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OP THESE DRAHINGS FOR • N". 44 117004'E OR E=AMPLE ON AN711ERL FRO"T TSQUIRES T SERVICES SI OP FROPERLY LICENSED ARCHITWTS . AND MIMESIS. RATION OF THE CORM VT DOCUIORB FOR REUSE ON ANOn6t PRD"T 15 NOT NlTMUZW. PROLGT LAD FILJC, STATE SITE♦•LDF, DATE IYJ!® SITE ADDRHS 1 OI.7IAMS 6E ERAL REVISION IRII �iSTIN01•IM4�RBN4-Hr REV DATE VESLRIPTION BY i I = ° LE a f J GENERAL NOTES �- END & ABBREVIATIONS 0 w FXISTING PROPOSED '� f TREE I. MCDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. � I I CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. I SHRUB a 4 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER HEDGE q I 308 SIGNS ARE BY THE GENERAL CONTRACTER. PQ 'o, 75 'u, UTILITY POLE 3. 3/4' EMPTY CONDUIT TO LOCATIONS SHOWN AT THE LOT PERI- aD N WILLIAM STREET CORP, J METER FOR LOT LIGHTING IS BY THE GENERAL CONTRACTOR. LIGHT- 0 LIGHT POLE ING FIXTURES, RASES, POLES, CONDUIT, AND WIRING ARE BY THE N TRANSFER CERTIFICATE �� OWNER/OPERATOR. SIGN ® O O of TITLE 127869 f 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR POLE GUY �I J �C J I BOLTS ARE BY THE FLAGPOLE SUPPLIER, FULL DEPTH SAWCUT MEET & MATCH EXISTING GRADES Z O 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY, EXACT I 3 LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST CATCH BASIN/GRATE CB I j J KO I Q 4 ECONOMICAL INSTALLATION. ® STORM DRAIN MANHOLE DMH 0 1 �L4 Q 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES tP J �0 TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING j J9 UTILITY, REFER TO THE BUILDING ELECTRICAL AND PLUMBING Z ® SANITARY SEWER MANHOLE SMHi DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND d' BOLLARD RdcR h'ICh, TOI,,N CIRCUITING. I~- R=3' SCh'Op�"Q YOUR 7, ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK J o WOODEN FENCE ° AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT I O I 'Qd GROUNDBREAK. U Lj o CHAIN LINK FENCE o BITUMINOUS PAVEMENT obi �� 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH LLI � (SEE NOTE 21.) PAVEMENT. A H O x WIRE FENCE x R-5' 2 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6' BELOW TOP OF ALL WALKS AND CURBS. W WATER LINE W • '1 AND SPRINKLER 8 FINISH SYSTEMS ARE BY THE OWNER/OPERATOR. S SANITARY SEWER S • 100- 4 10. LOT LIGHITNG CONCRETE FOOTINGS TO CONFORM WITH THE SOILS o PAVEMENT h B. O �� IQ REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. D STRIP" �� N + k ty 3 11. IT SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY TO OBTAIN ANY AND ST STORM SEWER N �hr� Ik ALL CONSTRUCTION PERMITS REQUIRED BY THE STATE OF MASSACHUSETTS, G GAS UNE G R=2' 4 SPACES • 9'X19' I PARKING LOT PAVEMENT �' f ' f� AND THE BARNSTABLE COUNTY D.P,W, PRIOR TO COMMENCING ANY VOW, R-5' _ WG 12. THE CONTRACTOR SHALL SUBMIT CATALOG CUTS AND/OR SHOP DRAWINGS T TELEPHONE LINE (SUBSURFACE) R=3• R 10 I R=5' R-5' R=5' R=5, O� J FOR ALL MATERIALS USED FOR APPROVAL BY THE OWNER. I R-10' 0 13. ALL CONSTRUCTION WORK SWILL BE PERFORMED IN THE DRY. THE CONTRACTOR � N OHW OVERHEAD WIRES C �{7 (� SHALL PROVIDE, OPERATE AND MAINTAIN ALL PUMPS, DRAINS, WELL POINTS, W ON O �= GA 'BURGER KING' SCREENS, OR OTHER FACILITIES NECESSARY TO CONTROL, COLLECT AND DISPOSE � SERVICE QI OF ALL SURFACE AND SUBSURFACE WATER ENCOUNTERED IN THE PERFORMANCE OF a 0% LOT LIGHT L) R=3' 7 ' THE WORK. A r 18.42' in 14. THE CONTRACTOR SHALL COOPERATE WITH SOILS TESTING FIRM (SECURED BY �D N F Xx.XX SPOT GRADE x® 7.0' � � oo a ASPHALT ap = ku �j OWNER) TO PERFORM CONTINUa1S SOIL COMPACTION TESTING FOR CONFORMANCE U " PAVEMENT R 3' } F WITH THE SPECIFICATIONS, THE CERTIFIED RESULTS OF WHICH SHALL BE XX CONTOUR w x R&R v I J I I I SU➢MITTED TO THE OWNER ON A WEEKLY ➢ASIS. Li .-• N 4i 6.5' 2 I p I( 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAIN- OC COMOVERCIAL//RETAIL R=5' R-5' �1( C& TAINING ALL TEMPORARY SEDIMENTATION AND EROSION CONTROLS. CUT at MATCH LINE BUILDING ON THIS LOT 24.67' 8.5' 22.33' I 21.67' 12.17' 15.0' .0' w • SIGN R-36.03 - I=33. 4 16. STOCKPILES OF EARTH MATERIALS SHALL NOT BE LOCATED NEAR WATER- RAR REMOVE AND RELOCATE yy � W WAYS, WETLANDS OR ADJACENT TO DRAINAGE STRUCTURES. CL RhD REMOVE AND DISPOSE 3 o N a R&D V I ' 17 ACCORTHE NDANCELWITHN PF THE SANITARY THE RLLES, REGULATIONSRANDRVICES SPECIF CA IONSE�ER�PERFORMED IN 308 04 x M 75' U ➢ARNSTAiLE COUNTY D.P.W. 75 �+ of - _ _ _ _ V I 18. UNLESS OTHERWISE SPECIFIED, ALL STORM DRAINS SHALL BE REINFORCED • N 18'38'20" W U to ! CONCRETE PIPE, CLASS ill WITH ALL EXTERIOR JOINTS MORTARED. $ WILLIAM STREET CORP. 9 85' w 9�, 115.63' R=5' }� _ ` I 19. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL SURVEY LAYOUT SERVICES FOR C �n THE WORK AND SHALL SUBMIT 'AS BUILT' DRAWINGS OF THE WORK WHICH TRANSFER CERTIFICATE W 3 SHALL BE CERTIFIED BY A MASSACHUSETTS REGISTERED PROFESSIONAL LAND of TITLE 127869 a� a 2 HANDICAP W I ? ,°i SURVEYOR. Vf N O SPACES (SEE OMH 20. ALL WORK SHALL BE INSPECTED BY THE TOWN ENGINEER OR BUILDING INSPECTOR 0I;�O TRASH SHEET SD-4) - ( R:3§.99 TO INSURE SATISFACTORY COMPLETION. IN NO CASE SHALL THE INSTALLATION OF ANY Z I, ENCLOSURE f 1 24 -26.89 IMPROVEMENTS BE STARTED UNTIL PRIOR NOTIFICATION IS GIVEN TO THE TOWN ENGINEER r tb f j 1 '=32.89 OR BUILDING INSPECTOR, AT LEAST A 48-HOUR NOTICE SHALL BE GIVEN TO THE TOWN I'•� O ENGINEER OR BUILDING INSPECTOR PRIOR TO ANY SUCH START OF CONSTRUCTION A p FINAL INSPECTION OF ALL SITE IMPROVEMENTS, UTILITIES AND GRADING WILL BE MADE R=2.5' TO DETERMINE WHETHER THE WORK IS SATISFACTORY AND IN SUBSTANTIAL R=5' PAVEMENT p ' AGREEMENT WITH THE APPROVED FINAL CONSTRUCTION DRAWINGS AND THE R=10' CB/dh STRIPING RED �, A TOWN SPECIFICATIONS, LOT 28 - LC PUN 15190 H C CONC• CI FOUND 15.00' 4 N 18'38'20"W Z I LOT 27-LC PUN 15190 H 21. R&D - REMOVE 6 DISPOSE EXISTING ASPHALT PAVEMENT AND REPLACE WITH NEW LOT 14 - LC PLAN 15190 B n ' . •.44 1 12.50' LOT 29-LC PLAN 15190 H BITUMINOUS PAVING AS DETAILED i SPECIFIED �4.50' 4.50' �h R=3, Rom " o R-36.74• �j°' s' SET /e'" I£Q P1 CAPP THIIGH�POINT of ^° 13 q F 33594" PAVING SPECIFICATION CONCRETE BOUND • y 1 ELEV. 37.23' U (MINIMUM 3' TOTAL COMPACTED ASPHALT THICKNESS) H- '{ Z H t ef ry New pavement shall consist of a 3' total thickness of 0 f 0.16 J AASHTO Type 1 (or equivalent State Highway Spec.) a = 308 PASPHALT VEMENT ' J Q bituminous concrete applied In two 1-1/2' courses over - C 76 a 9' crushed aggregate base course. Compact the upper v� N 35 HIGH SCHOOL ROAD .-. r ) 12' of pavement subgrade, crushed aggregate base, (� �' EX TENSION TRUST 1 t�I��RR �,,jl pavement binder and surface courses to 95 percent ca W TRANSFER CERTIFICATE TCL� BITUMINOUS E 7S psi 3 _J c� of TITLE 127869 - . (SEE NOTE 21.) (a io t f of maximum density, as determined For each material C� z a Z R&D TREES off, ^� `° by the applicable test methods, A Lj U ZZ O o 40 U r = or 2 II f, tr FINISHED FLOOR EL. 38.00 v I _ A 10.00' SERIES 1511 - 45* SEATS II 4 �- W I` .SiJr:1�4iJt I 'COYOTE' NOTE' D'S EIIGUEER RESERVES THE RIGHT TO REQUIMT A COMPACTIDI _ C3 ( TEST AND/Olt A COW SAMPLE. IF TESTS PROVE COWCT, PER ABOVE W I— `-`-- RESTAURANT �-, O tNG 6.67' r 22.00' 42.33' 22.00' SPECIFICATDDIi TESTS VD�L lE AT THE EXPENSE OF McDDIALD'S. 0 J POWER OTHERWISE, G.C. VILL HE CHARGIM a' O I POLE _ 0- 2 O f 32.50 LOT LIGHTING RECOMMENDATIOND ? i C3 N R=2' 2 �YyLd 1 _ ow q W N = N R-2 + � PO 1000 watt Metal Halide luminwre mounted on 22'0' steel E 2 STORY t p Q R pole with concrete base (total mounting height - 22'6') o C _ WOOD FRAME p 06 BUILDING ,q� C NC. CURB �fj2 PIN + Fixtures / W (DENTIST OFFICES 1D ;,� �� R=2 R 2 R&D F ND 1 'MAXICUBE' fixture L U W W Q M z as manufactured by Security Lighting Inc, �J Li $p °0 '� J� j refer to plan for fixture type L orientation, - w NOTEi ELECTRICAL CONTRACTOR M CIRCUIT LOT LIGHTING AS NOTED. , A J = R&D BA I" \ (TIE TO CB/DH Z J a X T !r 4 C�M�s.s3 '� i -s��m O�'�' PARKING INFORMATION � Z Z FOUND AT MAIN STREET) RdcO o�_._ - 46 VS. J R=3s.13 1� I � v*a, _ Q A S 18'38'20" E 294.44' - - S 18*38'20" E 72.96' PUB 1/2" �GNAL 1 � ® pQ(.E (FULL of � f � •�� 5 SPACES 9'x20' 2 90' a � STREETA SIGN PIN F UND SILT) SET 5/8" IRON CON TL CURB TSM I 2 TOTAL 4 SPACES 9'x19' Q 904C W LJ V) PIN CAPPED CHISELED "X R-30.00' ! SPACES X U W "PLS 33594" ON S'LY OLT C e A-84'03'00" ' 5 SPACES 9'x2O' 85' C_ A EELEV. 7.30' L-44.01' ' COMMON 14 EC� B & 3 SPACES 9'x18' a 90' C3 CON CUR ' MUTUAL 2 SPACES 12'x18' 2 90' ' I ' ���% p LiX X X X X X SMH e 3 SPACES 9'x18' 2 75' a X X X X X X (RE ORD) 10" SANITARY SEWER 0, �",SANI TAR'Y WER A I 1 I I I 1 1-24.07 / R 36.6.3 - 1-24.92 UTILITY INFORMATION HIGH SCHOOL ROAD -� PUBLIC-60, WII 12" WATER MAIN 1 YI 12' WATER MAIN SIZE TYPE LOCATION 1937 TOWN LAYOUT AI I SANITARY SEVER 10 HIGH SCHOOL R13AD N 0 W R=S 49 WATER 12' HIGH SCHOOL ROAD J¢ 1 ;4-27.67 POWER Pax STORM SEVER SUBSURFACE LEACHING O j ELECTRIC OVERHEAD NORTH STREET R HIGH SCHOOL ROAD Q_ v L3 d LL. R&D EXISTING PAVING. \ / GAS 2' NORTH STREET a z REPLACE SUBBASE AND Z ~ PAVEMENT STRUCTURE IN KIND i J Z N SURVEY INFORMATION' J t ' CL L: I 'EXXON' I! PREPARED BY, GOLDEN LAND SURVEY, INC. V C3 STATrON r 96 JORDAN ROAD J PLYMOUTH, MA 02360 DATE, _ I..: a. a. r a rj 1 PLAN SCALE, 1' = 20' STREET ADDRESS W NORTH & HIGH SCHOOL STREETSW 6 W h C3 CITY STATE ST=� fUS DATE BY GENERAL LOCATION PLAN HYANNIS MASSACHUSETTS PRELI� .NARY 30JAN95 JJC r COUNTY PLAN DOTED --XXX-- --- BARNSTABLE COUNTY AS-BLI _T --XXX-- --- R.A. CaWdo Engineering REGIONAL DWG, NO CORPORATE DWG, NO, L madra corporation con paay �--� 141 Power Road, Pawtucket, Rhode Island 02860 9 5 0 1 A H Y N X X X X X X X X X X Telephone (401) 728-1100 • Paceba le (401) 723-7460 C. APLOT`,91b02SIT Mon Jun 19 10, 20- 0? 1995 m NOTE: VERIFY EXACT EXTENT OF NEW SIDEWALK WITH MCDONALD'S 22'-0't VERIFY EXACT DIMENSION I FIELD PROJECT MANAGER-REMOVE EXIST. STOREFRONT • NO BAY AD N NEW BAY COS . p uJ SIDEWALK AS REQUIRED. SEE SITE PLAN NEW DOOR , VERIFY W/RO 5 0 ® MATCH EXIS G OVERHANG ABOVE lu STOREFRONT D S. A-I UJI • � O d MITER-SPLICE NEW I - I'-O' Id U- O FRIEZE TRIM INTO EXISTING.-MATCH I 3 � NEW DINING EXISTING COLUMN I `i } = O w HEIGHTS-TYPICAL A-1 ! TO REMAIN. m o SOT. OF SOFFIT FINISH I W Q �� ) p ° EL. MATCH EXIST. V.I.P. ------------------------------ = _====__-_- _�= =_-�===_=-_==_____-__.. ========_==_=-===-======-===- -. y \ 1 2 CUT-BACK EXISTING WALL + J TYPICAL CORNER WOMEN'S RM. A-3 CONSTRUCTION. PURR-OUT ;j POST DETAIL AS $ o AND FINISH EXISTING COLUMN III I PER STOREFRONT `� � w ... cn A] TO MATCH ADJACENT WALLS, I � I i MANUFACTURER. I W W w w a EXISTING WINDOW WALL I ? t= x Q CONSTRUCTION TO BE o RETIOVED v, a o . jllll z m Z < � v COORDINATE NEW SEATING NEW m TOP OF SILL WALL P IN THESE AREAS W/OWNER. j;l l l DINING A?1 o EL. 2'-O t MATCH EXIST. Oq TOP OF CONCRETE SLAB Q I 1 EL. O'-O' MATCH EXIST. - X 2 �; 3 I I I A-3 iiiii • v ul NEW CEDAR CLAPBOARD SIDING AND I I DINING 1' U- m � TRIM TO MATCH EXISTING-REPLACE j NEW I CLEAR INSULATING OC Q WITH NEW TO VESTIBULE CORNER. I GLASS AND ALUM. STOREFRONT I I MEN S RM. ,,Y, Lu TO MATCH EXISTING. I W m u w PROVIDE ALL REQUIRED ACCESSORIES CUT-BACK EXISTING WALL (TRIM. FLASHING. ETC.) FOR A COMPLETE L-1 ------------ --- -7-------- �- I ii:l' a u W I I I CONSTRUCTION. FURR-OUT �;;;; a� m AND PROPER INSTALLATION. L-------------------------------------------1----------� BOTTOM OF FOOTING AND FINISH EXISTING COLUMN I o v ii M J n EL. TO BE -4'-0' MIN. TO MATCH ADJACENT WALLS. �MOVE `\\ BELOW FINISH GRADE CI OR AS REQUIRED BY EXISTING COLUMN EXISTN(G v f CODE OR AS TO ACHIEVE TO REMAIN. I:DOOR �2� FRONT ELEVATION ADEQUATE SOIL BEARING. 0. C-) o" ° ut�" -_'11- - I /#,1 11 i'e, REMOVE EXIST. VE IBULE DOOR IREPL E o N Eol WITH NEW I' CLEAR q sec, W DOOR T I INSULATING GLASS Ty OF MATCH EXIST, i ALUM. STOREFRONT STOREFRONT -----,DOORS. CUST. SERVICE REMOVE EXISTING I NOTE. DOOR AND REPLACE VERIFY EXACEXTENT OF WITH NEW SILL-WALL I NEW SIDEWALK ILITH MCDONALD'S AND STOREFRONT �'-"- ""�� I PROJECT MAN ER-REMOVE EXISTING ADDITION TO BE WITHIN SYSTEM. SIDEWALK AS REQUIRED. SEE SITE PLAN LIMITS OF EXIST. MANSARD KITCHEN ROOF OVERHANG. GLAZ TEMPERNGED \LTEMPERED NEW FRIEZE TRIM I GLAZING 4 NEW DOOR TO TO MATCH EXIST. MATCH EXIST. � STOREFRONT DOORS. O i PRESENTER I T EXISTING ROOF N OVERHANG ABOVE uj NEW CEDAR CLAPBOARD SIDING AND NEW 1' CLEAR INSULATING TRIM TO MATCH EXISTING-REPLACE I GLASS ANOI ALUM. STOREFRONT WITH NEW TO VESTIBULE CORNER. I TO MATCH EXISTING. — J O z PROVIDE ALL REQUIRED ACCESSORIES �►� FLOOR—PLAN O r J---------r (TRIM, FLASHING. ETC.) FOR A COMPLETE I I AND PROPER INSTALLATION. woo Z L_________J REAR ELEVATION • Ww T = TEMPERED WALL TYPES LEGEND 0 EXISTING WALLS TO REMAIN Q EXISTING WALL TO BE REMOVED W W EXTEND GALV. MTL. RAIN DIVERTERS 1'-0' NEW 2 x L SILL WALL CONSTRUCTION MINIMUM BEYOND OPENINGS IN WALL. AND ALUMINUM STOREFRONT SYSTEM - Z► MATCH EXISTING CONSTRUCTION. VJ.F. Q GENERAL NOTES: A0- I. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY - McDONALD'S PROJECT MANAGER AND ARCHITECT OF ANY DISCREPANCIES. O NEW FRIEZE TRIM TO 2. GENERAL CONTRACTOR IS TO ENSURE THAT ALL ELECTRICAL F MATCH EXISTING-TYP. FIXTURES. PLUMBING FIXTURES AND MECHANICAL EQUIPMENT SUBJECT 1A TO ALTERATION MUST BE DISCONNECTED 4 PROPERLY PROTECTED DURING CONSTRUCTION. N 3. COORDINATE NEW CEILINGS AND LIGHTING IN FIELD W/ McDONALD'S mo ®fn Wk AND EXISTING CONDITIONS. 1. ALL PLUMBING, MECHANICAL AND ELECTRICAL WORK TO BE EXECUTED AS PER ALL APPLICABLE LOCAL AND STATE CODES. COORDINATE AS T T REQUIRED WITH EXISTING SYSTEMS AND PANEL LOCATIONS. z O T 5. FRAMING LUMBER SHALL BE S.P.F. Na 2 AND BETTER EXCEPT FOR < N PLATES ON FOUNDATION WALLS OR MASONRY. WHICH SHALL BE PRESSURE < j I TREATED SOUTHERN YELLOW PINE. O a NEW CEDAR CLAPBOARD SIDING AND NEW I' CLEAR INSULATING I W to TRIM TO MATCH EXISTING- PROVIDE GLASS AND ALUM. STOREPRONT I L NEW FINISHES S DINING TO MATCH EXISTING. OC z OU p O +� ALL REQUIRED ACCESSORIES (TRIM, TO MATCH EXISTING. I NEW UM TEMPERED GLASS I I � IN ALUM. DOOR FRAME. TO `� < � � QC I I FLASHING. ETC.) FOR A COMPLETE I _j W p 2 m AND PROPER INSTALLATION. I MATCH EXISTING. O O —1 O LL-----------------------------------------------------------J—, O < O v F— --------T— 2 z u L----------L---------------------------------------------------------------J cn _ r � RIGHT SIDE ELEVATION o OWC z U O T TEMPERED Z � SHEET NUMBER: O ` Z A-I w } !Q Z O uj O OL 5 A-2 cv en u, r- 4 22'-10't VJ.F. z A-2 NEW FOUNDATION .�.�� o o 0 --- --------- ------- ---'--- � H r Vi 4D 1-1 > oI� �r --------- ------ °° --- �+ U.I �I '-2"�vl- > • a 8 8 , r NEI� FDN. W ( 2'-O"n x I'-O'd i Z I -Y L - - - - - - - - - - - - - - CONTINUOUS �+ o — — — — — — — — — — — — — — — — —— — — — — — — — , — — — — — — — — —— .� 3 CONCRETE FOOTING. Lu Lu w �...�s� — -- —�•�-- — _ ".+�•' is N - - - - - - - — — — — — — - - - - - - I ui � — - - - — — - - - - 3 —y - - - - � L I < o 2 I A-2 NEW 4' CONCRETE SLAB W/ Lx L - L II fl r- I I m o W1.4x WL4 W.W.H. TOP OF SLAB TO III I I ( N MATCH EXISTING. I II I I I IIII I ; I IIII I I ^ q-A tit I z I IIII I I I o IYI � d o HAUNCH NEW SLAB EDGE AND DOWEL INTO I I I I I I z o � EXISTING FOUNDATION WALL CONSTRUCTION. I I I I I i o O z u Q DRILL AND EPDXY #4 BARS C INTO EXISTING I IIII I `v a oac Ili u Uj a SLAB • 2'-O' O.C. I I W o u o EXISTING CONCRETE FOUNDATION NEW CONCRETE FOUNDATION 3 I i H I I I I - _ G.C. TO CUT DOWN EXISTING SLAB/CONC. WALL 8' MIN. TO V ACCEPT NEW FLOOR SLAB. EXISTING COHC. WALL � SEE 3/A-2 r J II L � I 'Y I =' fi�o �96 ,• `� • � �Y I I '1 >a I , LINE Of EXISTING FOUNDATION WALL AND SLAB TO BE REMOVED. I . - G I � •t � ,'��' rig, ��, mom� SAP-3'-O' LONG .tea 2 A-2 DRILL 1 1/4' 0 HOLES I I INTO EXISTING FDN. WALL \—EXISTINGF SLAB I I AS SHOWN. FILL WITH NON-SHRINK GROUT. NOTE: CONrIGIRATION OF EXISTING I I A I'"DATION WALL AND FOOTING IS ASSWED. G.C. IS TO VERIFY I ❑EXIST. FOOTING .. •' •• NEW FOOTIN PRIOR TO CONSTRUCTION. G i I BOTTOM OF FOOTING EL. ASSUMED TO BE A I I O MIN. OF 4'-0' BELOW GRADE. NOTE:' STEP NEW FOOTING DOWN IF REQ'D. TO MEET BOTTOM Of EXISTING FOOTING. I I -- J L 2� FDN. WALL s EXIST. FDN. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � r _ - - - - _ - _ - - _ - - _ — — — — — — — — — — — — — - — — — — — — — — — - - — — — — — — — — - o FOUNDATION PLAN _j ui T14ICKEN SLAB TO 8' AS z EXISTING STUD WALL AND SILL SHOWN - PROVIDE (2) s5's CONT. REBAR TO BE REMOVED, CUT DOWN TOP 4' CONCRETE SLAB W/ 2xG STUDS • r-4" O.C. OF EXISTING FOUNDATION WALL (x 4- W1.4x WIA W.W.M. AND CUT BACK EXIST ANCHOR BITUMINOUS EXPANSION NOTES: WALL BEYOND Q BOLTS AS REQUIRED. JOINT, I. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL. 4' CONCRETE SLAB W/ FOUNDATION DESIGN BASED ON 3.000 P.S.F. BEARING COORDINATE DETAILING • A ><5's CONT. CAPACITY. ix !r WL4x Wi.4 W.W.M. ii. SIDEWALK W/ EXIST. CONSTR. _ TOP OF SLAB 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE TOP OF SLAB COMPRESSIBLE JOINT FILLER O O. EXISTING SLAB - EL. O'-O' STRENGTH OF 3.000 P.S.F. • 28 DAYS AND SHALL EL. O'-O' a e BE PLACED IN ACCORDANCE W/ A.C.I. SPECS. EXISTING FOUNDATION • 'v :• NEW SIDEWALK CONSTRUCTION, 3. ALL REINFORCING STEEL SHALL BE ASTM A05-60 WALL CUT TO 8' BELOW VERIFY CONSTRUCTION W/ SITE DWG's AND SHALL BE DETAILED. FABRICATED AND •. 2- WS's CONT. • Q FINISH FLOOR OVER 24 " C COMPACTED INSTALLED IN ACCORDANCE W/ A.C.I. SPECS. C COMPACTED TOP AND BOTTOM. z WIDTH OF NEW ADDITION ABOVE GRANULAR FILL ' AND McDONALD S PROJECT MANAGER. w GRANULAR FILL oI" � \��PAHD`12' HOLDOWN ANCHOR • 4'-0' O.C. ( O CONT. 2 X L P.T. SILL PLATE 2' RIGID INSULATION x4 DWLS X IL �rl. POLYETHYLENE VAPOR 5/8 DIA. X I-IV HORZ.IN MIN. SLAB �OF •DIFFUSION RETARDER ON A �' LONG ANCHOR BOLT ul PA23' PURLIN ANCHOR • 4'-O' O.C. • P-O. O.C. • DOORS w COMPACTED GRAVEL BASE O.C.4' HOOK * 2'-8' 2'-0' O. TYP. SIZE AND QUANTITY I'-O' DOORWAY) O OF CORNER RODS t TO MATCH HORIZ. a 2' RIGID INSULATION ON REINFORCING. 4 INTERIOR SIDE OF WALL �r*� T:,.. b a TO BOTTOM OF FOOTING. , . (2) CONTINUOUS ><5's •'�aY ' � ,�.' ;e•' . .. TOP AND BOTTOM. 8. So' ' S. I 8' 8'. 8' 2X4 KEY ulli . O 9 i' O ¢ QN O a• ! HORIZ. WALL z REINFORCING 'v .p (2) �t5's CONT. C2 a J O ` J Q[ CL t v .v , t I •.. .� p• v OWL 2 U u an L. -4'-0` ''.. .r BOT. OF FOOTING a: v'. p BOTTOM OF FOOTING TO BE -4'-0' MIN. . ~ - 'Q 4 W (2) s5's CONT. EL. TO BE: -4'-O' �,� JO 0 p O BELOW FINISH GRADE OR AS REQ'D BY CODE ,�' : 1. MIN. BELOW FIN. GRADE 2'-O' OR AS TO ACHIEVE ADEQUATE 801E BEARING. OR AS REQ'D TO ACHIEVE U O ' ADEQUATE SOIL BEARING m � u Z r FDN. WALL 9 EXIST. FDN. l 4 1 FDN. CORNER DETAIL �5 , NEW FDN. a DOORWAYS N -- w _ OL z A-7 3/9"=1'-O" A-2 3/9"=1'-O" sw` A-2 3/4"=1'-O" �` = W td) .Z 0 HSHEET NUMBER:= rc O z 3: A-2 W l m N S 1l1 REPLACE PARTIAL TILES WITH FULL TILES AND (3) NEW 2'x4' CONTINUE GRID THROUGH FLOURESCENT NEW BAY. NEW CEILING TROFFER FIXTURES TILES AND GRID TO MATCH EXISTING. r 0 o w LIS r- i M N w 7 C4 a IW w w z go a Q u o 0 (2) NEW 2'x4' m 04 FLOORESCENT P TROFFER FIXTURES I W REPLACE PARTIAL TILES WITH FULL TILES AND w _ ~a CONTINUE GRID THROUGH 0 v a NEW BAY. NEW CEILING EXISTING MANSARD TILES AND ROOF CONSTRUCTION I MATCH EXISTING.TO .ems,�.<•,` TO REMAIN rn- SOT. OF EXIST. TRUSS m � OF`v" EL. + 10'-2't V.I.F. 2 x i STUD PRllM TRIM TO CONSTRUCTION. I MATCH EASTNIG TOP OF WINDOW EL. TO MATCH EXIST. V.I.F. f I WOOD SHIM t CONTINUOUS CONTINUE CEILING I SILICONE SEALANT. GRID THROUGH NEW BAY PROVIDE SUP TRACK TO ALLOW FOR DEFLECTION 1 I I I I I I I I NEW ALUM. WINDOW FRAME I W/ N CLR. INSULATING GLASS i TO MATCH EXISTING EXISTING WINDOW SYSTEM t i I WALL TO BE REMOVED. ri � I I I 2 CONT. SILICONE CONT. SILICONE I I 0 IL I SEALANT-TYP SEALANT-TYP I o 1 � ALUM. FLASHING CONT. — — — — — — — EXISTING STUD WALL AND SILL SILL TO MATCH EXISTING BELOW SILL TO BE REMOVED. CUT DOWN TOP I i _ I X 4 TRIM TO I I 0 O 1/2 GWB FINISH TO OF EXISTING FOUNDATION WALL MATCH EXISTING TOP OF SILL REFLECTED CEILING LEGEND: AND CUT BACK EXIST ANCHOR �l____�_� MATCH EXISTING OVER BOLTS AS REQUIRED. i MIL POLYETHYLENE VAPOR EL. +2'-0.3 -VERIFY — — — — — — — — — -- — — — — — — Z I DIFFUSION RETARDER -MATCH EXISTING 2'x 4' FLUORESCENT TROFFER I I Z I CLAPBOARD SIDING (TO MATCH EXISTING) ON < FLOOR FINISH AND BASE TYVEK AIR INFILTRATION BARRIER OVER 1/2' REFLECTED CEILING PLAN TO MATCH EXISTING C.D.X. PLYWOOD SHEATHING ON 2 X i STUDS • J P-4, O.C. W/ R-I9 BATT INSUL. V.I.F. MATCH EXIST. A-3 I/4"=1'-O' M�f0 I'x 4' FLUORESCENT TROFFER (_ EXISTING SLAB t FLOOR FINISH I 12) #5's CONT. • TOP t BOTTOM TOP OF SLAB 2'x 2' FLUORESCENT TROFFER Z NOTE EL. O'-O' J as e a I. REMOVE EXISTING EXTERIOR SOFFIT d ° El MATERIAL AND LIGHTING AT AREAS OF w •a. A • COORDINATE DETAILING s NEW CONSTRUCTION AS REQUIRED. 11771 MECHANICAL FIXTURE (TYPICAL) / , SIDEWALK W/ EXIST. CONSTR. y SEE MECHANICAL DRAWINGS FOR EXISTING FOUNDATION 'PAHD42' HOLDOWN ANCHOR • 4'-0' O.C. 2. VERIFY EXISTING LIGHTING EXACT DIFFUSER TYPES AT EACH LOCATION. Q WALL CUT TO 8' BELOW 2' LAYOUT IN HELD. FINISH FLOOR OVER PA23' PURLIN ANCHOR • 4'-0. O.C. W WIDTH OF ADDITION ABOVE 4' CONCRETE SLAB W/ i X i WL4 X Wi.4 W.W.M. CONT. 2 x i P.T. SILL PLATE EXIT FIXTURE U OVER i MIL POLYETHYLENE SECURED TO FOUNDATION WALL W VAPOR DIFFUSION RETARDER W/ ANCHOR BOLTS • 2'-S' O.C. —� EMERGENCY LIGHT FIXTURES u_ O ON A i' COMPACTED GRAVEL r RIGID INSUL. FROM TOP W SASE. OF FOUNDATION WALL TO c BOTTOM OF FOOTING • * j BUILDING PERIMETER. 2 \ SECTION Z O c)[ 4 z o IL a J LL Cie a u, Ln -i a a r !1 Vim! o _ U c) O ' SHEET NUMBER: ' * A-3 _ W Y 2 U 10'-0" m V) 9. 5'-8H to (n it Z Z D c Thn 1fd 1 6 C� C� Clearance 9 Feet N = Z z o U O U cr- I-= co Q Q Q W > 0 0 co e O Z 0 ~ W o h Z N WHITE ACM TYPICAL c tY Q Q (Y 0 O U J -1 m CD I V) m LL 0- 3 oG W '-OH O W W W 0 �- O All 0 -- r j Drlve-firu 0 L 0 V) � Q Q �Q QLli > > OZ i 0 0 0 W W 0 d 0 O' { a EXIST. ID SIGN W AREA=43.5 S.F. REFACED DIRECTIONAL SIGN Q PROPOSED McDONALD'S TYPE N r) (QTY. 1) AREA=3.7 S.F. GATEWAY VEHICLE HEIGHT SIGN \ \ o z (QTY. 1) o N N B R331N310N 00 ; (QTY. 1) Q N � O 3 STOP 84R �- � ..' ": ✓^ <C Q Q Q Q V:ze\ . . .. ` N r7 tC) d •� : �� B CD C ALAM J. 9y :..�:.•Y MICAI m o CML � \'� fQ " NO. 143 5 5 TNR � :•. o Ogive .° .• C >' S18038'20"E 0 A co •.,• . "' 2 5'-113/4" g,_4�2» w o g 7'-8" =o o _g77" a o N r X F\n i7 94 m°ate 0wo a r d Z"p 301 ! 04Lu 10 W ® ( m Z W VD I1 w Q' f 0 " Q W W `Z Z CL Q 2} © 4'-0" W O 0 Z 00 r- W w o D PROPOSED WALL ARCH SIGN w W °z PROPOSED McDONALD'S TYPE ® AREA=14.0 S.F. W N PROPOSED DRIVE THRU CANOPY ? _j� , . Y_3 , B � a c -� WITH BUILT IN CUSTOMER ORDER DISPLAY LED Y OPO DRIVE-THRU MENU BOARD (QTY. 2) z W EXISTING (QTY.2) L_! AREA=40.1 S.F. w W MCDONALD'S (QTY.2) W E BUILDING TO BE W W Lu~' REMODELED F 2,683 S.F. °Q a CL I lo 3 nOA o )INVHI w < 3 oZ W o D e4r o NFn N 'N © N 0 o v w 0 z o o W L o M Q u- ir ------ 294.44' ° 0 72.96' W O a o a o F_ L'- � w (n 0 3 LLj S' Q O c = H n W z 0O W W o � � d Q w 0 m O Z U W O a p LY I- Z Z a J U Z O a Z N O PROPOSED SIGN SCHEDULE a a °° V) V U MARK DESCRIPTION SIZE AREA QUAN. SQUARE FT. INT. ILLUM'D. REMARKS � Qj ID SIGN 6'-8" x 6'-6Y4" 43.5 S.F. 1 43.5 S.F. NO EXIST. TO REMAIN p Q SITE PLAN ❑2 WALL ARCH SIGN 48" x 42" 14.0 S.F. 2 28.0 S.F. NO NEW Z Q 20 0 20 40 ❑3 DIRECTIONAL SIGN 3'-0" x 1'-3" 3.7 S.F. 1 3.7 S.F. NO EXIST. TO BE REFACED z W o a SCALE: 1"=20' ® GATEWAY SIGN — — — W 1 NO NEW B CUSTOMER ORDER DISPLAY — — 2 — YES NEW U � 0 Z © D.T. MENU BOARD 8'-4Y2" x 4'-6" 40.1 S.F. 2 80.2 S.F. YES NEW v Q Q EXIST SIGNAGE TO REMAIN: 47.2 S.F. o NEW SIGNAGE : 108.2 S.F. z *.4 O TOTAL PROPOSED SIGNAGE : 155.4 S.F O 4. AYOUB ENGINEERING, INC EXPRESSLY DISCLAIMS ANY REMSIBILITY FOR MONITORING, INSPECTING,OBSERMNG, OR SUPERVISING REFERENCE: CONSTRUCTION SERMCES,OR THE MEANS, METHODS, SEQUENCES PROJECT NO. 4313.212 AND TECHNIQUES OF CONSTRUCTION OR FOR JOB SITE SAFETY AND PROPERTY LINES AND OTHER TOPOGRAPHIC PROGRAMS FOR THE PROJECT DEFINED BY THE PLANS FOR WHICH CAD FILE NO. 4313—SG INFORMATION SHOWN ON THIS DRAWING WERE TAKEN THIS CERTIFICATION IS AFFIXED. AYWB HAS NOT BEEN RETAINED FROM A PLAN ENTITLED: FOR NOR SHALL IT HAVE ANY CONTROL OVER OR BE IN CHARGE DRAWN BY: JJS OF ACTS OR OMISSIONS OF ANY CONTRACTOR, SUBCONTRACTOR, SCALE: BOUNDARY & PARTIAL TOPOGRAPHIC SURVEY OTHER AGENTS OR EMPLOYEES OR OF ANY 01HER PERSONS AS NOTED MCDONALD'S USA, LLC 175 NORTH STREET PARCEL PERFORMING PORTIONS OF THE WORK. \i DATE: 1/25/13 #308075 HYANNIS (TOWN OF BARNSTABLE) BARNSTABLE COUNTY, MASSACHUSETTS DATE: 8-25-2011 SCALE: - DRAWING NUMBER 1"=20' PREPARED BY: CONTROL POINT ASSOCIATES, INC. 352 TURNPIKE ROAD, SOUTHBOROUGH, MA 01772 —2 fill a SG y ff .sR F ��yy y ' . , , • i • x ' „ t a NHS l } VERIFY EXACT EXTENT OF NEW _ r SIDEWALK WITH McDONALD'S 22 N't VERIFY EXACT DIMENSION FIELD t PROJECT MANAGER-REMOVE EXIST. NEW DOOR ST FRONT • NEW BAY AD NEW BAY CO s SIDEWALK As REQUIRED. SEE SITE PLAN 5 p ® MATCH EXIS G VERIFY W/RO W a s STOREFROI D S. A-I VERHANG A VE lu • o W I tp� r+t ill..." S. - I I O O in < _ — h .nA► r f1 .. r I ? �. MITER-SPLICE'NEW N-O' FRIEZE TRIM INTO 7 .,,� 41 U v 3 w I • cv >` � z o w o 1 I . T EXISTMG.-MATCH A-1 _ NEW DINING EXISTING COLUMN -i < < n r Ln f kk HEIGHTS-TYPICAL �`, t0 REMAIN. Q _ z = I 1 !i I I - W � r BOT. Of SOFFIT FINISH ti W w > ---- ------ ------------------ ------ ------------ ------------------ ---------------------------- EL MATCH EXIST. VJ.F. - ------- ------------------- ----- ------------- ------ --- --- -- —.i > O Fj 2 CUT-BACK EXISTING WALL TYPICAL CORNER o A-3 CONSTRUCTION. FURR WOMEN'S RM. +� POST DETAIL AS d PER STOREFRONT AND FINISH EXISTING COWcm MN �I I�I � w t TO MATCH ADJACENT WALLS. II I f 1 O . , I f I � MANUFACTURER. � � •• 'L a' W W z U EXISTING WINDOW WALL I�I I _ u> f. CONSTRUCTION TO BE REMOVED I� , - O -+ W a COORDINATE NEW SEATING ,, m TOP OF SILL WALL I I f I NEW � r I IN THESE AREAS W/OWNER. f DINING EL. + 2-0 t MATCH EXL9T. TOP OF CONCRETE SLAB I I I I EL. O'-0' MATCH EXIST. : 2 <<I:I - W NEW CEDAR CLAPBOARD SIDING AlD t i I &. t. NEW M CLEAR INSULATING I t DINING I I I 16 I a TRIM TO MATCH EXISTING-REPLACE I GLASS AND ALUM. STOREFRONT ' I MEWS RM. W m w p WITH NEW TO VESTIBULE CORNER. t I` f l I i > w ! t I TO MATCH EXISTING. I u PROVIDE ALL REQUIRED ACCESSORIES _ u ' I I I ,,,.� a w r CUT BACK EXISTING WALL ----------- ------------------------ ------ G (TRIM. FLASHING: ETC.) FOR A COMPLETE ? -_--- - -- CONSTRUCTION. PURR-OUT II I�I m v> o u o `S ; AND PROPER INSTALLATION. -----------�_�- ----__ 1_______ -� BOTTOM OF FOOTING AND FINISH EXISTING COLUMN Iiilf, m t --------------------- I EL. TO BE -4'-O' MIN. TO MATCH ADJACENT WALLS. BELOW FINISH GRADE ;I REMOVE r OR AS REQUIRED BY EXISTING COLUMN I : :EXISTING CODE OR As TO ACHIEVE TO REMAIN. .DOOR t i FRONT ELEVATION ADEQUATE SOIL BEARING. -------------- k t _ A-I I/4•=I,_O. 1f0 °° REMOVE EXIS I IILE DOOR t REPL E fi .t i VE IB I WITH NEW I' C AR W DOOR T INSULATING G A S MATCH EXIST. I ALUM. STOR F ONT I : STOREFRONT t , - -'--,DOORS. CUST. SERVICE REMOVE EXISTING I � !, DOOR AND REPLACE VERIFY EXAC XTENT OF I'.• WITH NEW SILL-WALL I NEW SIDEWALK TH McDONALD s s AND STOREFRONT PROJECT MAN ER REMOVE EXISTING + ADDITION TO B UTHIN t AD E • SYSTEM. SIDEWALK AS REQUIRED. SEE 317E PLAN I LIMITS OF EXIST. MANSARD KITCHEN ! ROOF OVERHANG. : CH N . : TEMPERED .: •. GLAZING TEMPERED , I GLAZING � . NEW FRIEZE TRIM NEW DOOR T I' k TO MATCH EXIST. : MATCH EXIST. , - � :: . , : • STOREFRONT P ' I DOORS. I � ,y, - PRESENTER ILA I jit , y T y EXISTING ROOF ' I OVERHANG ABOVE W I � I I NEW CEDAR CLAPBOARD SIDING AND I i I II TRIM TO MATCH EXISTING,-REPLACE ,NEW r CLEAIR INSULATING O NTH NEW TO VESTIBULE CORNER. GLASS ANd ALUM. STOREFRONT t TO MATCH IUgSTiNG. PROVIDE ALL REQUIRED 'ACCESSORIES` t t (TRIM. FLASHING. ETC.) FOR A COMPLETE I FLOOR�PLAN n •, ; I , , I AND,PROPER INSTALLATION. REAR ELEVATION A-I I/4'=I'-O' �•ras T = TEMPERED WALL TYPES LEGEND •, ,' EXISTING WALLS TO REMAIN EXISTING WALL TO BE REMOVED ' 'A J , 111 . EXTEND GALV. MTL. RAIN DiVERTERs I'-0' • NEW 2 x 4 SILL WALL CONSTRUCTION AND ALUMINUM STOREFRONT SYSTEM - I MINIMUM BEYOND OPENINGS IN WALL... Z I b 3c'' MATCH EXISTING CONSTRUCTION, VJ.F. GENERAL NOTES: O.. 1. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY tY McDONALD'S PROJECT MANAGER AND ARCHITECT OF ANY DISCREPANCIES. O NEW FRIEZE TRIM TO 2. GENERAL CONTRACTOR IS TO ENSURE THAT ALL ELECTRICAL 6 � MATCH EXISTING-TYP. F ..l • FIXTURES. PLUMBING FIXTURES AND MECHANICAL EQUIPMENT SUBJECT TO ALTERATION MUST BE,DISCONNECTED / PROPERLY PROTECTED W I DURING CONSTRUCTION. 3. COORDINATE NEW CEILINGS AND UG14TING IN FIELD W/ McDONALD'S t : AND EXISTING CONDITIONS. 4. ALL PLUMBING. E( G. MECHANICAL AND ELECTRICAL WORK TO BE EXECUTED AS PER ALL APPLICABLE LOCAL AND STATE CODES. COORDINATE AS T T f i REQUIRED WITH EXISTING SYSTEMS AND PANEL LOCATIONS. z ! O - T S. FRAMING LUMBER SHALL BE S.P.F. Na 2 AND BETTER EXCEPT FOR Q Q - E: •" I! PLATES ON FOUNDATION WALLS OR MASONRY. WHICH SHALL BE PRESSURE Q z TREATED SOUTHERN YELLOW PINE. a -� ' t_ O CL _ { t t NEW CEDAR CLAPBOARD SIDING AND NEW M CLEAR INSULATING r IY I I 1 - PROVIDE w o N n I t I TRIM TO ?LATCH EXISTING GLASS AND ALUM. STOREFRONT I L NEW FINISHES • DINING TO MATCH EXISTING. oc Z U p O +n 4 I NEW 1/4 TEMPERED GLASS t- a, t ! t ALL,REQUIRED ACCESSORIES (TRIM. TO MATCH EXISTING.t ' IN ALUM: DOOR FRAME. TO to .Q to O FLASHING. ETC.) FOR A COMPLETE I QL . z to AND PROPER INSTALLATION. I MATCH EXISTING. O p _ O ' t'— --=-----T- -------------------------------------------------------------�—� O Q O v ` t t I X z J I----- L--------------------------------------------------------------- O • O VT uj �g \ RIGHT: SIDE ELEVATION g T = TEMPERED Z - _ SHEET NUMBER: t- : _ CK }- i a A-1 , t •