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B-19-8 - 0137 BRIDGE STREET - Building Permit �w 10 5 C.r I (c)q The Commonwealth of Massachusetts Board of Building Regulations and Standards .,. �' FOR Massachusetts State Building Code, 780 CMR .IyIiJIJI UIPALITY USE Building Permit Application To.Construct,Repair,Renovate Q czlisa �Reyised Mar 2011 One-or Two Family Dwelling " f` �' `Thi7. s Section For Official Use Only Building Permit Number: Date Applied: Building Official(Print Name) oof Signature Date SECTION 1:SITE INFORMATION 1.1 Property Add 1.2 Assessors Map&Parcel Numbers NO 1.1 a Is this an accepted street? es no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: 1 bo Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1 1.5 Building Setbacks(ft) co Front Yard Side Yards Rear Yard _1 Required Provided Required Provided Required Provided 1 t� 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flood Zone? Check if yes❑ Municipal❑ On site disposal system ❑ SECTION 2: PROPERTY OWNERSHIP, 2-k Owners of Recp d: N 61 Ye- i Na7(PrikyCity,State,ZIP M i "l 2)�t TFZ�U$i1No s ti, 516 UN c) F O0—S Telephone Email Address r SECTION 3:DESCRIPTION OF PROPOSED WORKZ(check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ rAddition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units Other ❑ Specify: Brief Description of Proposed Work': tj 6 (iK SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Labor and Materials) Official Use Only 1.Building $ ()O 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical $ ❑Standard City/Town Application Fee ❑Total Project Costa(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire Suppression) $ Total All Fees:$ Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ ❑Paid in Full ❑Outstanding Balance Due: l '0 1I'>I SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) License Number Expiration Date Name of CSL Holder List CSL Type(see below) No.and Street Type Description U Unrestricted(Buildings up to 35,000 cu.ft. R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name No.and Street Email address City/Town, State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes .......... ❑ No...........❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT.OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application. Print Owner's Name(Electronic Signature) Date SECTION 7b: OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"maybe substituted for"Total Project Cost" SECTION 5: CONSTRUCf ION SERVICES 5.1 Construction Supervisor License(CSL) CS-109288 3/10/19 Hector Chile[-Mendez License Number Expiration Date ' Name of CSL Holder List CSL Type(see below) U 150 Timson St No.and Street ;Type Description Lynn MA 01902 U Unrestricted(Buildings up to 35,000 cu.ft. R Restricted 1&2 FamilyDwelling City/Town;State,ZIP M Masonry RC Roofing Covering WS . Window and Siding SF Solid Fuel Burning Appliances 978-968-4949 hector@5starswoodwork.COm I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 5 Stars Woodwork LLC 184777 4//16/20 HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 150 Timson St hector@5starswoodwork.com No.and Street Email address Lynn MA 01902 978-968-4949 City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes .......... No...........❑ ' SECTION 7a:OWNER AUTHORIZATION TORE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES.FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Hector Chilel-Mendez (Contractor) to Vactn my behalf,in all matters relative to work authorized by this building permit appl�ti 0op. U��f U P Own s ame lectro is ignature) ate SECTION 7b:OWNERI ORAUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Hecttor Chilel-Mendez 10/12/18 Print Owner's or Authorized Agent's Name.( lectronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration . program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.masL og v/oca Information on the Construction Supervisor License can be found at www.mass. og v/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) _. Habitable room count Number of fireplaces Number of bedrooms -Number of bathrooms Number of halfibaths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" 0 Go A' T�� TPA N U W BD 9 m s J N > Q 66 TPA TPA N A m v � ®21 A3 ANK .GA5.30-2�D21.03 Cb� H00030-3 All dimensions-sixo designations BBB This is an original design and must Designed: 11/9/2018 given are subject to verification on 100 Terrace St not be released or copied unless Printed: 1 1/9/2018 job site and adjustment to fit job Roxbury,Ma, applicable fee has been paid or job conditions. 02120 order placed. 617-442-2262 Salinger,Marg,e -:' :. ,. 'k#'' All (no dims) Drawing#: 1. No Scale. +1 _ T 1 a .rd n, i Note: This drawing is an artistic BBR Designed: 11/9/2018 interpretation of the general 160 Terrace St Printed: 11/9/2018 appearance of the design, It is Roxbury, Ma. not meant to be an exact rendition. 02120 617-442-2262 � . I . . I . I . . I I I I � � . I . I I I . ... � . . I � I . I 11 I . . - I . � I I � . I � � . . - .- I I . I -! .. . I � I I . � . I � . I . . .. 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I � I I � I � � � . I I I ,. I I I I . I . I - I . � I � . . I I � I . I I . . I I � I I. . 1 I . . . � �I I I � I I -I I I .I .1 I I " � I 11 I . I I I . i � � . I . . I I I I I I I � . � I . I . . .1 . . 1. . . . � I I I I I I . . I . I I I � I , I I. � I I '. I I . . I , .GENERALNOTES I . I I . I I I I . - . I � I 1 . 11 � 11 I I I I . I I � � I I I I I I I - � . . I I � I I I I I I � � .� 1. � . I . I I. I I � . . . I I I 11 � . � I � I � I I . I - I . . �. I . . . - ' I . . I I . - 11 ,� I I �' I . � I I I . , I .1 I � I - I . . � /�n% . - I I I . I I I � I . . � � � � . . �� I I 11 - . I I � I . I . . . � I � I I �� I . I I � � . . I', - I � 11 � .. . .1 I. . � - , � . I ��. - 1. . -- I - I I I 11 11 I . I � � I 1 . k,r11Gx7 W. I -- I I � . I I � I � I I � � I � I I I � - 1 . . . I I I I I I � . I I I . . � I � I - I I . � . I I . � I . - - � � - I I . I � . I I I . I STRUCTURAL WOOD . � � I I I I I I . � . � I - I I & I I . - 11 I . . I I I . . - � I I - I 11 � .1 I I I I � . � -I � . � .I I I .. � � I . - �I I I . � . . - - I I I � I I I I � - I � I I.. I . � . I � I . I . . I . . � I I I . I � . . . . . 1 . . I I � I I . I . I . - M I I I I � .� I . I . I � I � � . I , . . I . I � I . . � I . . . I I . . I I I � I . � I . Microl-am Beams(LVQ I � I I . . � . I I I . (t) STA . . 0 � � . � I . 1. � � I � I . I I I I I I I I . . � I I � 0 . � I � I I I . - � I �� . I � � I . . . . - I . I I I . 11 I . 1 - 1 I � . . I I I I r I I . � � . � - .� (r= I . � . . � . I I � . I I I I . .1 � I - I I I � . - 11 I - I �' I I .1� I I I I � �' I I I I � I I . I I ' 'I . . . I � ' ) i0ts I I � � I I I - . - I I 1. . � Laminated combinations shall meet the requirements of Microl-am Headers and Beams from I . I� � . I r . I I . . I . - . . I � . . . . . I . I ( I � I I I . . I I I I I I � .1. . I I . � � I I � . . ". - I I 11 . I I I - � I . . I . I 1. I .. I 1. I . I I I : . . I I - . I I . . . I � � . I - 11 I 11 I � � i : . Trus Joists Corporation, and shall provide allowable design valued of 2600 psi in bending, 2200 i I � I I - - I � I . . . . � . � I� 1. I I I .. . I . I I I . I I I I . � I � . I . . . I I � � I I I I . . I I � I I I 0 1 1 1 . I . I I I � 1. . I .I � I I � I I I I I . I � . . � . . I . I I . . � . I I I ' psi in tension parallel to grain, 2900 psi in compressions parallel to grain, and 500 psi in � I � . .� I I ��I � I � � �. . . � I ". .��I . ; � � I .�. . -1 . I . . . I I I I.. ��. I . - � � I � � . .. I . .. � -1 I I �I I . . .� . I - I 11 I . . I I I . . I . - 11 I I � � . I ) I . ,- I � � . . . � I I . I � I I � compressions perpendicular to grain bottom, 450 psi in compressions perpendicular to grain top, I , � I . �. . . � I . I� � . � I � I 11 1 .11 11 . I � I- � I � I . I I I � � I I . I � I . I 1.� . 11 . . I I � I � I . . I � I . I . I � . I � . - . . � . I I I � I ., . I � I I � 1 . .1 . 1 � I I I . 1 I .- I � R r- . I� I . � I . �.I � . I . .1 . I I � 'I- I ---� . . . � . � . I � - � I I I � I 1� I - 1 . - I . I � I � . 11 , � - 285 psi in horizontal shear and 1.8 x 10(6)psi in modulus of elasticity for(dry condition of service I I - - � . - I � � I I . I � � .. . . I I . . I . � . I I I - . I .� I . I 11 I . . I I .� I �� I . � I . � - I I � � I I � ' . � �� - I -*/ I � .' - I I I I -- I I I I � 11 . I � ,� I I I I � � [when the moisture-content of the member Will be at or below 16% in service]), (wet condition of � .. I., I I � -'t I � I I . � . /-1. � � . I I . - � /4 � I I �- 11 11 , � I I I 1 . . . �I I . � � � I I . . . I I I . . I ' � I . � � . 1. 11 . . I - � I . � I � . I 1. -� 4 - .1 I � . 1 . I . I I I service[when the moisture content of the member,Will be above 16% in service]). . 1 . � � I I . . . I . . � � 1, I i � . I . . . . � I " . . I - I I . I- I 6 . . I I . . I� I . I . * I . -1 0 1 � 1. . I I I I . . . � . I I I . . I . I ; I � I I . I . I - I I I I-I I I - . I I 11 / - - � (aw,. _ A �. . � I - 1 � I .t . 4. . - � ' I I I � I - I � I I I . � I .. I i I � I � � . . . I ,� . I I � I I I . ' I W.- OLSMS I - I I - .. � . . � I I I . I . � I � . � � . - I � I I i � I � � � I - ' I I I . � . � I I � � � � � I . " / 11 I . I r - I . I I I . � � I i � I � - . � I . � I . . I I � . I . I I I **#--W-- -- � - , - I I I . I . . � I I I -----I I I . � REHABILITATION . � I I I � - I I I - ' . , I - . . I . I . I A I- Z., � - I -� � 11 'F - I 1. �' . � � . I . I I - ... I . I � - I 11 . � I I . . 1 I � I I - I I I . I � . I I - . � - � � I .� .1 - I � . � I � - � 11 I � I . �. - I � I . � r I I . I . � .. I I � I . I � I I I - � I � I I � - I . . - � . I � I . � I. I I I . . . � . I . . . � . . I I. I I . I . �. I I I I . . I � I - -I L � J% 11 (E) @Rt � I I I � � I I � . I � � 1 . I I 0 . .. . . A I � I"Of I . �I . . I . I I I I I . . . -- � I ,� � I . I � . I � I This office has performed a walk-through visit and a written structural report was issued related to I I � � . . � I � I �. . I � " ;a I I I � 1 2 -+00 I . I � I � I . I . � � I� I � . � . - . � . � . I � I . this visit. This report has become part of the contract documents. � I ,� . I . . � � . . I . I Ir I I I .. � � I . 1. I . � . � L .1 1. I I I - . - . I I . . I . I . I .. � . I I �. I - I . . . . . � . - I 1. � � I . . L L � - I . � I � I I . � � . 149 1 1 � . I .� ,�� I I I �. � I )I- I � -11 1. I . . I I I �' 1. I I 1 . �I . . . - #' . " . 11 .. I I I . I It is important that we are called in once the extent of the damages had been exposed to assist I � I �� I � I . I Am - 1, I � I �" I . I � - I � I � I I . . ' . ff . I I . . I .1 � � r - the Contractor during the remodeling phase and later,approve his repairs. . I I . I I I I � I � I 11 I - . . . I 1 3 1: .I r I I I 11 � I � I I I I �- I .. I I I - I. . I I I .� I � . I I I I � . I . I I I t( F . - - .� I . I I I I I . � I . I . . . I �i . . . I I � . I. � . I . � . �I . I .� I I . . � I I I . I I I - . � . I . I I I . L . � � � I All existing members and connections damaged from (fire, Water etc.) will be replaced by the . � . � I I I I I I I I I . . I I I I I I � � I . . I � I � I I I . . I I. ' I 110 (c) 4�2-,'? � I - . 1. . � -PROV - ztURS010 , . � . I I I& I I ADD I (4-0--fy 6 tv L-! -47 b0A I . I . . I I :' . � I . . . . � I " I . I . I I I I � � I I I � I I I � I - I . - I . I I I I I I . I � I� � - � . �. .I I . I 9 � - r - . � I � . I I . � I I I I r same. In case of deviation from this original structure, approval by the Structural Engineer will . I . - . . � I . 1 I - - � . 1 . � . � :' � �- � � I I - I I. I . I . I � I .1. I ,� . - ,� I . - � . I I I I I � - � . 11 I I I � 1 7 . I . � � �' I � 1.� � i - . .1 . I I 1. I I I I . � I I .,. 91 � � � , . - � I . I I .1 I. -4-- - I- , . � � I � � . �. .1 I .. . I I I I I �� I .1 @.0 0 U S M-T10 _Z ( � . � I . . . be required. I 1 . � . 1 . I � . . I I � � I ,� . . I 11 � . -1 . I .1 - � . I I . . L I � 11 I . I . . I . �% I . ' '. .1 I I I - � .: I I . YP-) . -, r , � I I . �.I I . .� I � �I � I I I - . I � I � I I I I � ,� � I . . . . .1 I I I I I- � I I I \ . � � I I .1 I . �. 1, I . I . I I I I I I � . I .� I I I �� I . I When information is missing from contract documents, the Structural Engineer must � .1 . I I I I I . I . I � ' I � I � I I 11 I I . I : : ;F1 . �. I I .. I � . 11 . � I . I I I I I I . � . I I � I I .I -I� 11 I I I I I I I I I � I . I I I I I I � .� I I I I I I - be notifiedto provide the missing inl'brmation. Ifthe Contractor chooses to improvise a . 1. - I I I I . I . I - - , I I I . b I I . I � I """"ill,,,,,, I I I . - I . I . . I I I . I - . I � I I I � .1. I I � I # . 11111 I . -, I - 0 . I . � � . I � I I � � I ..1. I . I . I � . ,---/ . --1 I I I I I . - � I � �I . I � . . . . . solution it will be at his own risk. * I I . . . I I . I I . � I� � I .. . �9 . . ,�- � . . � - I V - - - � .1. � I I. - � I I . . . .. I " . . I I 11� �. I I � I I I . � ; �I When the structural work has been completed, the Structural, Engineer must I . . I . � I I I . I I 1� - . �: (e) J C)I S-ns It. . . . I I I . I � I - I , I I I . I . I .� I � � . . I � � � . I. - I I -r I I 1, � � be notified in time to visit the site before plastering. I� . � � � I - I - �. I I . 11, V I . . 0 - - . . � . . � (f,J) 2 - Y2"J6 v 47 Lot '- I . - � I I " 1-�2 v & M ,(!am r=Lu r,.) � . I � . . . 1, ,� � I I . . I . � I I I I � i Q. � - I - � ,� . I � � - I . . I I , I I - I . I I . . � I . . � - () ' I I I . I . � I I Contractor , must bring : to the attention Of the . � I I � . I I I � � � I �I � 11 I . �� I I I I . I I � I . � - I I I I . I 84 11 . . I- � I . � � .. I . 1, . � I � � ' . . . - � I I I I � I I . . I . I I . � .1 � ,� . � . I . � . . I � r , -TO F-AP-4 ' CFtRF-e_ Oin To I � � . � I . � - . Structural Engineer any abnormal or unexpected conditions. I - I I - I I I I I I I I � I . ' . I . . I . I I � ." WLTS (06 .0.0" - , � I Cs) 6 x 7 tv ,� * I . . � � I � . I I I � � I . I � � � I r I .. I I I . I - . . I - . . - . I I I � - 11 I � � . 11 � � . � I I I I , � - � I I I � I �- � - . -1 . I . � - . 1 I I - . I � ' . I I I . I . I I I . I � � I . � I I I I . . . I I --- .I I . . . � I -1 � ( AA 1� . I I . I a a � � I-1 . . I I i I I I . . - .1 . � .- I � I I I . I � � - I .1 4. I I . � . P�P-6vtDs G (i I- 0" �su P-r-An-I. - . I . � I I. . I I . I (E)denotes existing member � . � � I - �.. . . - � . I . . I I .I I . I I I I I I - - I - - - - - � 4- . I. I I I I I I I .1. .1 . - I . . �' I .. . . . I I I L X-L L I I . I . � . . I . I I I � � . I . I I ----- - -- -- -=_ I I - I 1.� � 11 I� .I . I I I 11 � I � I . I .- - I I I - . I � I I r (N)denotes new member. . I . I I � I 1. I I � I I I � - I . I � I -----T -/ �� I I . I I .I I I I I . ... � .� I � I - I I � � I � I I � " I � . . . . I . ; I i I I . � I I I -I � .. I . . � �. I . I . I . ��.. "I I . . . - L . - I .. - I � . I , � I I � . I I ; . I I I � 0 . I � . I . . I - I .I I I �' I I . I . . . I I I I I 1 � I I I I � . � 1, . I I I � I� - I I � I � � � I 11 I I L I - . I I I � I N-(�t--) e>1-:ALk- ew 70P 1 - . 1 -1 I I I � I I - . I I � � - - r- A41- , tomamt � " - � . I . . I - � � I I .. . I I I I � . . . I I I - I 1. - I '' .1 - � � I . . � � 1. I . . I 1, I I I .1 I . � � . 11 I �' I I i I I I - � I � . . . I 11 . I I I I . . � I I - . � I I � I I I . I I I . . I - I I� . I � 1 . I . I I . I I : Use metal joist hangers at all flush frame connections. . � I I � I I I . I I 1: . I I I � I I � . � . � . . . � 1 I - I I L I I . I . I I I - . � I I I - � - I I � I . 1 . � 1 . I . 1, I I I � I r. I 1, 11 I I� . . I � . . I I I I . I � . . I I I 1W .� . I - � - I I I . � . I I � � . I I � I I 11 I I I . . - I I 1011:� % -b .vA,f-L -I I - I I . I I I . � I . . I I 11 11 -1 . . � �I - 1--' I " I I . I I I I . . I . I I I I I I � . I I � � L . I . ,� . I I � . . I 1. I � . . I I I I I I I I I I I I . I I I . I 11, � .1. . � � � � � I I I I . � 1. . I I � . I Since structures could not be exposed in many areas (as well as problems concealed by finishes I I I I � I I 1, � � I I - � I . I . � .I I I . I I� . - I - I I � . � - � I I I I I - � I . I , . I I I - ' . I . . � . I . I I � .I I .I � � . I I . I I I � - I � . . ing framing. -I . - . � ' I . ,� - � I -, . I 1. I I I I� � . I such as fire, rot, etc.), assumptions were made on the exist r .I . I I 11 I I I I. . I I . � I - * I . ''. I .. I � I - '. - - - I I � I . . . 1 . I- . - . - I I . . I .� . . I I , . I � - - I I I � I I I I . , � ! - 1 . . . I I I � � I � - I -. I � I � I � . � � I I . � - . I I . .. . I I - . . I I . I . I - �� . I . - I � new problems I I I I I I I - . 1. � . . � I. .1 I . I 1�1� 1 . I � I � 11 � 1� I � � . I. . I � I 11 .1 I I I - . I I . � I- . I I I� I I .11 1- �I I . . I�� I I I I I 11. 1 � .I � I 11 11 .1 . � - . ...1 11 . . I. . � . I I � I- - I I . � If the structures appear to differ from structural drawings ' or I I � . �' . I. I . � .t - " - .11 � � - � I � � I � I - I � I I I 1. . 11 � I � .. � . I . � � I . . I . -I#L- I I -1 I . . I I . I I � I � � - � - . I- .1 . � I I I I ;- - � � 11 . I � I . � � � are encountered during construction, .Contractor Will have to report it immediately to the � . I -1 I . I � I �. � - � . . I . . I - . � � � - - � 1 � I. � � I �. -1 I � . . . . . I I - . � , � . I . I - - � I I . � I I I . . . . I Zq()Pf- (Dr- ,am-k- .. I I I � �: I I � ,� I � � I . 1. � . I . � I Structural Engineer. I I I . I � . . I I � I . � I � ' . - I � : I � � I . . . I � . � I . . - I � - � � - - � . . . - � - 1 . � . . 1; I I . I I .� - . I - I . I � I � I I .- . I I . - I I - � - . I - . - I � . - I . . . I . � . � � � . I I . � I � � I I � . . . . . , . I . � ' I I I I . �. . - . � .1 - I . I . I . � . I � I . . . . . . - � I i - � . - . � 1 - � � i ' "'I , L � � � � 1-��- - DETAIL . I � I : . . I I I I � I � � �. MISCELLANEOUS . . . . . . . I -� I 11 I 1. � - - - M&M px--t 0 F mo E-mt _ . . � 1. --- , 1 . � - I . . . . � . . . . . I I I � � I . I r : . k I - - � - I - � I - . � � I . I I I . ' I � �. I I � I . . � � I I � , - I . I � - I I . I . -- r 4 . �: 4vol, .MV_W' P.-P-.X 6. M+(9)6xv? BK I � I I .1 - r. . - � �- ! I � - ko- I - :1 1-0 if . � � I � I � I � . . .� � I I � - � � I I � . � � - . 1 I I I . L I I I I . . . I . I I f<)MTAk3T I . . I I � - � = I I ." - I I I I . . I I . � I - ) I � . i I � . 1 . L I I I - - 1 - I . . � 1 , . I , I . - - 7 1 1 � � I I . � I I I . I I I I I I I I I" � 1. I . . � " I I � � I SO4 I � . I .. - - � I - . . � I � � � �! . . I � - - I I I I - I � � ( - I - . 11 I I . 10mLy I I . - I I - I 1� � � . . I I I -: sca' le .l /P. I � I I - - F - . I '' . . . . . � � . . Structural Engineer shall not be responsible for fireproofing. � I. I I I I . � �, � I � I I I - . I .1 11 � I MUST SF- "LW su - - - � � . .- I � 1. � I I . - . 11 I , - I I - � I I i -I I - � . I . : . . - � . I � I I . . I I .. I � � I - L -- --- � I I � I .I �I I . I I I � I 11 . -1,;I . � I I . . I, .� - I . � � I I . . � I � � I I I � Structural Engineer shall not be responsible for waterproofing. I I . - .1 I I � I --- � � . � I I I I I., I I � �I � I I PPM - - .. I � � . I . � . �� I .. I - . - I I I . I I � I . I I I 11 I I I . . . I . I � .1 I 1, I I I I I I. I I I � I I � I I I . . I " . I . I I I . 4 1 1 � I � I - I � I I I I I I . . I I I I I 1. � I I I I � I 1. I . . I . I I . 1 - I I - U , I - . � . I I I I I I I � I . 11 . I 1 , - : I .1 � . I� - I I I � . I I I I � . . . I I I I . I r , I I � I . I I I � I I . , Structural Engineer shall not be responsible for any other structural work beyond what is shown . I � . . � . 1 I I I I . . . I I - � . I I I . .. () lop I I CV I")44vt&arL 449AOM . 1 I I . � I . I I . ' -I . I I � . I I I I . . I � . . 11 11 . I -, . 1. ��I 1. I I I I I. . I . I . L I I I I �' - . I I . I . I I I "I . - . � I - � - . � 1. � � " I . � . I I 11 - � � - . I I I I - i 11 I I I . I � I "', . .. .I .I . � - .1. I - . I � -I- I- I.. . I I � . I� � �� ' (1 . � . � I. � I I . I I I on the drawings. � . - I . . . I I I I I � I I I �I � . I : - I I I . 11 I : � .� . .1 11 I I � . - �.I IL I . I . I . . ; I . . � I . I I � . . � . I - I . . I � ; I � I . I . ;. � I I � I I I . I I I . .1 11 11 I I . I I �,� 11� 11 I . � I .11- I -11 �. � . . � . - I I ,� I I I I . . I I '. I.. .1 . 11 I .1. I I L I I I . - . I I I - I I I . I I . I � . � F � - I- I I . I - � . I I I - - I The contractor shall be completely responsible for the safety of adjacent structures, property, his . � .1 I '� - . . . � I I I I . I . . � I I I - . I I I � I � I .1 11, I I � I I I . . . I I � , I I - � I I , - I I I I I I . I I - . . � , I I I I I I I .. I I I I I � . I I � � - I . - . I � I I . ,I I I I . I . I I . . I - I . I � .. I .. ,� I 1 . . I I I I . I. I -- � . I � � I I �/ . � i I . . I I � . �' . . . I � I I workmen, and the public,as affected by the construction of this project � 11 I I 11 . 1 . . I I . � 11 I . � . I I I I . I � . I I I - � I - . I I . . . I . I. I .� . � . I I � . I I I I I I I I I . . ,� -, - � - I . � I I I . I I � - �I I I I I I - I I I I I .I : . - I I I - � I I . I �. I . . I . I I I I I I � . . I - I . . .. . . I I I I I I � I I 11 . I . I I � I . - - �' I � L I .1 � I I I I I All temporary bracing and shoring made necessary for execution of structural work and.or made I I I � I I . . I � . � � I � � �I I . it I I I . � � � . I . . . . . I I I I � I I . - . I I � � I � � I I � . I I . I I . I . � I I � . . I I . I . : . I . � I - . .1 I . . 11 - .� � I I �' ' I - I I . � . . I . I � . � I I . - I necessary dqe to improper structural conditions shall be provided by Contractor who shall assume I I. �11 . . . I I I . I r I PA RTIA L ATT 1C- FLOOP 7 '* FIDAMING .. PL AN � ' -1 I � � I I . � L 1'-% : r-rl - I . . I . � I - � - � L I :" , .1 11 I . I I I . - . � � I � . I � � � I - - � - I . I I I . � /f I ff � I � all responsibility for it All temporary bracing and shoring shall be removed only after work has ' . . . I � I I - I � I I � I - . . .1.1. - . . I I . - I � I I - I . .1 . I . I I I I . . I . - I . . � I . P- *. .�� .=- I -C> - , - , - I - . - 1. . - 6 ),.,?-- W - -1 I - -,--. 0V L9f- I I - � . . I I I been completed and checked by Structural Engineer. , � � 1. � . I I I . : .. . . - . I � ' - %' . I . I I . " L I I sm&k- - 1 - ---- - , - , I I (E) .-� po � swpsoo - � . . . . � I . . . I . I I � .� --, . '. - � -�Y4 if- , I I I . � . . � .: . � - I . I Contractor shall verify all dimensions on the job. I I � . � . I - �- I I 11 I :1 . - - -, � I r � I 1 . - 1. I I . . � � I I I I � - � � - -.- I - - � ''. - .I - . �- � .� -I I I ; . � � . .I - I I 1. � I , I , . I � . I . . I � .. '' - I I � � I - . - I I � I �� . - . � � �- I ..- I � � � I I I - � . I : - .' I I � I I . . � I � - .- I I -.---- j._ ,- � I I I I � I . ,� - I . � I . � � I . � . I L . � � I 9.0.�P- � I . . 1 I I . � . I . I . I- ------ - - -.--.,--,, --- I -- , -- ------- � I 11 I I � I. I I � � . � - I � � � I . � I I � . I I I � 111� I . . . - - - � � I . . I I I . 1 . � -� I � � I �. . . . - .� . 1. � � .� I �� . - "-4":"^'0!-"�r- � � - 11 . . I . I - I � I I � � � � I . I � I- I � - I I .. I � I i I . I I I Contractor shall not scale dimensions from drawings. � ..� - . I � 11 I . � I I . I I . � I I � . � I . - I � I I I � I � . . I-,- � . . . � I . . I I I I I - I 1. - I I . . . . . 1. I I � . I I I 1. . . . �' � I I �; " I � I I . i � . � I I I I All requests for changes to the structural drawings from L � . . I I I � . I I 1. . . I - . . I I I I . I . - I ,. � , � I � I,. I � I I . I i I . � - . I I . I I Client Contractors, etc., or any other � I I I I . . 11 I I � . I I I . � � I 11�� - - � I . � � . I I . I I I I I . . � I I �r I I " I . I I I �� . I I 11 I . I I. � e- "i . � I - .11 � I � . I I � � A . . 'i . 11 I I � � - I I . I ' I � I I I I � I I � � * I I I I �. �a I . I I 11 - "� I 1. . I � . I ) � - . � 43 .-;T . I . , .� . . I . i party must be made in wrifing to the Structural Engineer, or any other,changes to drawings m e � � � I I � I - � - I 11 � I I -- � � I 1 � . �� I � I I . V: . - � I 1. ". �%, I.. . L . I I . . . . . . I ad . I I I . . 11 I I " , I I 1. I " I I � � I � I I I I I - � . � I . I �I . � 11 . I I I . . . I - I . . I . I I � - -. . ,� ''. . . 1.r �;�-'�-� 11, . � I � .� . I I % .1 . I . . I�: 11 . I I � I I I I I .' .1 I .1 � .11 � I I� I I I 1. I . 1. � .1 I � . I I � . � I � � I 11 I I I I I . . ... . )�'Jot Sr I 1. I .. - - . I I � . . I �. I - � � I on the site must be followed up in writing to the Structural Engineer. I I I . I I � i . � . 11 - I I I . I . I I , , . I I I .- : . - � I I I I � . � I � I I - . 11, I . .11 11 . ,. - I .1 � I . � I . . . 11 .1 I I I I I I I �I I- . I . I � . I �. :�'-%�""�-*� - -- -:'�;".w I I I I I I � � I � I .1 . � I - ,� I . I I ,� -, 111. I I I . I 11 . .� I I I I . � I I . I I � . . I I I . I 11 �� I I I . - I I 1.� 11 I-11'1�1z�' �� I I I -- . I ... I �"�-;��, I I .1 . i I The Structural Engineer shall . not I I I I . � I I I I I � I I I I 1. have I I I I . � I . - I . � I I , I . I I - 'r I - � '. ^' ""��' �- I I I I ' ' . � � I � - I I - � . ''. " � -1 - I I 11 I I i I 1. . -1- 1 � .1 I .. I 11� " I : 1 - - I L ,. . .11 ,� "�-. , I - (I- � - ' I . I 1 -1 I 1. - .�1-1. - � � I L' I -� � - I � 1 - -�_� � I I I . 11 I . 11 ... ... . .1 I'll �� I . i I . - � . control or char of, , and I I I � � , I � I . I I . � . . I I . I I . I - I I . I I I I . 1. I � .11 I . I . I I � I I I � ,ge � � I I . . . � - � I � � . � - I , . I I I I I � I� I I . I 11 � . I I . . - I I I � ", I . I I I . I 1. - I I I I � � I I .. � � - I ,� . . . . I �. I I I I . 1. I I � . I . . � I � I . I , I, � I . �: " . . . . I � I� I -- I -1 -1 � I� shall ,not be responsible for, construction means, methods, techniques, sequences � . . I . � . .. . I I . I . I I I I - �. . - � ,. I � - I I I � . . I� I . I � � � 11 - . I . I I I � I - I I � I � . I I I . 1. I . . � 11 - , � I I I I I � I I I . I I : . . I . I . I I I � I . - . � I I I I � - . � � 11 I . . . �- , I - I . � � I � � � ! or procedures, for safety precautions and programs in connection with the Work, for the acts I . I. � . � I I I I � I 11 . - 11 I I I I - I I . . I I � I I . . I I I � I I I I . I� � . � . I � I . I . I I I I . I � I I . . I I � . . � I � I � : I . I I � � I I . 1 I I . . - 11 I . . . � � . .t , \ - � . + . � - I I I . . ! or omissions of the Contractor,Subcontractors or any other persons performing any of the Work, I - � I . . � I I . . I I . I . I I I � . I � � I . I I I I I � - '�"� . L � . I . 1 . ; I . . � I I I � .- I . . . I . I � I I I . ... I . 11 � . . 1 .. I -�. . � � I I. . 4 . � 1 4 . . I I - � I ! . or for be failure of any of them to carry out the Work in accordance with the Contract � - . � I . � � � I I : . I . I � . I I "., � I I I � I I � �. I I . � I " I � - I ,� . I . I � - I . I I I . . I � ..� � . 1. I �. 1 * � I I I I . . . I - �.'..-.' - -I � �. . � .� - I . I 1. I . � '' . I . I I I . I � I I �' - I .Documents. . � I � I I 11 � �. . , . .I . . I � I S � - I 1. I . � � " � I I . I ., I I . . I I I � - . . . � . . I . . - � I . I � . I - � I . I . I .. I � I ' .I . . - . � I I -� In case'existing conditions differ from those shown on drawings, Contractor shall - I LEGEND . I . I I - I I � 1* X �- I � notify the , , I I � I - I . . 1. I � � � - . I I I - . � I I I I � . . I . . I� I � � , - I I � I � � � . � - I I � I : - - , . . - �I I . . I . . I I � I . - I . - A . I I �. . . � I , Structural Engineer before proceeding With pertinent work. . . 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