Loading...
HomeMy WebLinkAbout0026 PARK PLACE r �w 1 COASTAL ENGINEERING � ? �lui'v COMPANY INC. TkANSMITTAL 260 Cranberry Highway,Orleans, MA 02653 "" 508.255.6511 ■ Fax 508.255.6700 a coastalengineeringcompany.com <: To: Tim Connolly Date: ' 06/13/12 Project No. C17744.00 15 Argyle Avenue W. Hartford, CT 06107 Via: ❑1st Class Mail NPick up ❑Delivery❑Fed Ex Phone: 203-394-1979 Subject: 26 Park Place Hyannis Port, MA N Plans ❑ Copy of Letter ❑ Specifications ❑ Other We are sending the following items: r ies Date 4o. Description 2 06-13-12 Proposed Drop Beam —Structural General Notes 2- These are transmitted as checked below: ❑for approval ®for your use ❑as requested ❑for review & comment ❑ . Remarks: F' By; Andrew H. Lin, P.E. -,� � e AHL/vsw � '1 4 NOTE: IF ENCLOSURES ARE NOT AS NOTED, PLEASE CONTACT US AT (508) 255-6511 . l � -` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map b Parcel ��� Application # a 0c_�6 of 6 6 o Health Division Date Issued Conservation Division Application Fee S� Planning Dept. Permit Fee 5 Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation /Hyannis Oroject,Street-Address 1-/ cl Villag ff_YkWIVI 5-1 R 7 WQwne I r "146 . C® Old— Address ",lR kg-&' P Ci " ................ F ., o kTeelephone�•` Permit-Reques - Pir►m�e -���� ,,,,,`�y,, fix,' e�"r,r ire ��� �.F.�,. /�.fyC °�:r►� ex,`sfl,�,q ' �� ,1.u11� �A - �i �a�i �/J�c�essi`�jz S a/ � e,�lu .c �c,sh'rw ��!<'om m w^ f�• 2�m,e _06, �,lc���-�y$r ��►. Fl.� � Flr. �- � 'P , � �, � ��1n �w,wr�la , Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District R F^1 Flood Plain Groundwater Overlay Project-,Valuation,� o a 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 i't2 yrs Historic House: )dYes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full XCrawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing_ new Half: existing f new Z.64 Number of Bedrooms: existing ) new' ' ° Total Room Count (not including baths): existing Inew First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing t New Existing wood/coal stove: ❑Yes No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing P,new--size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new. size _ Other: 1 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ CD d w Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use P r - - --APPLICANT INFORMATION .1 (BUILDER OR HOMEOWNER) y Nam 41, CT_:elep' pho e Number�� •h, I Ad ss- C4QoU 910Gt License # `7 � � .w � aGi►� n e-t Home Improvement Contractor# b�I I` Worker's Compensation # LL ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO [F`f ti rvw�`�'TRil1 *,-w A rLS, '�C' SIGNAT,URE� FOR OFFICIAL USE ONLY APPLICATION# a DATE ISSUED MAP/PARCEL NO. a r . ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL s GAS: ROUGH FINAL A . ' 1 . FINAL BUILDING k DATE CLOSED OUT or ASSOCIATION PLAN NO. f , - % The Conimonivedth o,f Mii�ssaawetts - __-- Depaphnent ofInd'rtstirial Accideists a ' A Ogice of Investigations _ 600 Washingion Street Boston,M4 02111 wmitniass.gov/ditz Workers' Compensation Insurance:Affidavit: Bffilderst ntractors Electricians/Plumbers Applicant Infaimmatinn Please.Print lL,ezibly Name Musme-WOrganizationdodividaal). Address:-a Cityfstateiz p: V A-IV Al PT-AIA Phone 3#- Win n+t,r, L) rg -Im 4- f",eoer 0 Are you an employer?Check the appropriate box: . : Type of project(requir-ed): 1.❑ I am a employer urith 4. ❑ I am a general contractor and I : have hired the sub-centractors b. ElNeu,construction employees(full audlorgeid-tame)- , 2.❑ I am a sole proprietor or partner listed on the attached sheet_ 7. DJ Remodeling ship and have no employees These sub-contractors have g. Er Demolition working for me.in,any capacity- employees and have wod ers' [No�r odmrrs'comp.insurance. comp-imurance$ 9. ❑Building addition 10_ Electrical • or additions retlaired.] 5. ❑ We are s corpvratlon and its ® � 3.01 I am a homeowner doing all work officers have exercised their I 1_0 Plumbing repairs or additions myself[No workers'comp- right of exemption per MGL 12.❑Roofrepairs insurance required.]6 c.152,§1(4),and use have no employees_[No Workers, 13.❑Other ��¢, I��I,ry r /a�f/° b`9 comp.insurance required_] *Any applicant that checks bon 411 also fM oat trite section below showing their wmiteta'compensation policy infoonistiab I Romeowaers who submit ibis dMacgt ilt&=t ag they are doing all wad sad then hire outside conuxtors,tuost submit a mm,affedwit mt icatigg such IC'ontractors that check this ban must attached an additionad sheet showhrg the name of the sub-ccm=mors and stagy whethu or not those entities ham emplwpas. If the sub-coniactors have employees}they crust pracide their workers'comp.polity number- I am an employer that is providing workers'compensation insurance for raty eaMyloywm Below is diepof ay and job site information, Insurance Company Name: Policy 4 or Self--ins.Lic.it: Expiration Date: - Job Site Address: CityfState/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 chril penalties in the form of a STOP WORK ORDER.and a tine 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 luvestagations of tthe DIA for insurance coverage verification. I do hereby certi render the pains andpenalties of pegW e y that the iiafo►mation pmdded abmw is tne and correct �C % tore: Date: 1 ty Phone#: a 3 Official use only. Do hart write in this area,tor.be completed by c*or tatt:n official, City or Town.: Permit/I.icense Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.Cityfrown Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: Gu o, It e-t,14. It�,,b � l c�fi2'�r?�.r Gr �; .m�� 6 �° P r t Town of Barnstable Regulatory Services ` = Thomas F.Geiler,Director wwsznst.e, • '� .�A Building Division �o�I Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION LJ Please Print DATE: JOB LOCATION: L- , PAkx &-X CC number street street r� village /1' "HOMEOWNER": / O AA1 0, C-AI IDLLY p-01 I rq y —g o j name home phone#I work phone# CURRENT MAILING ADDRESS:1J 5106 W A 10 4,,f. 42..D1, X R End rAl 6�- ,=/ a 6 Bri city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the buildingpermit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with'the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. em Signature of Homeowner � Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt "B t� File Edit Tools Help I IE { [-Year/• ype:'Bill No. Customer account information History 2411 RE-R i Detail CONNOLLY, PrkUL1NAQ i 15.kRGYLE AVE . Ong Bill Property information '4'V' CASH iG HAP,TFOR.D,CT 46147 ;.: . Effective Date Parcel ID 286-018 - Alt Parc MAY_® ZU Lien/Sale _ Prop Loc 26 PARK PLACE _-.--- STABLE Scan Bill E 'QO Special Conditions/Notes F TAXES Quick Entry - Int DI Billed Abt/Adj PmtlCrd Interest Unpaid bal Utility Acct — ---. -------� 48,'43;'1a 2.704.06. ._` _.-... :._44 , r 454.83 3,368.83 _ustomer 11:°42/14 Z 741 € Qt? 5r4.+f5 s 3 274.51 _...... - - . _.. 42.42'11 2,984.47 4{} 44 524.29 3 548.76 Name _ 45.f43t11 2 984 46 44 44 421.26 3.405.72 Parcel Fees/Pen 15 40 ; 44t �`' '�- 44 15.44 Prop Cade .... ._._ L. �. .. .1 .. 13,572.8S 3,57 W.S Totals 1137t 45 ' 1.5.44 44 2184.83 13 57Z 88 Bill Dates Notes/Aerts Due 2 13,572.88 Bill Audits Per Diem ._._.. JAN 1 DA+ner: CONNOLLY,PAULINAQ : Bill Events Int Paid tt4. ----....-- Total Paid Q�J Reprint _ 23 View prtpr unpar bAAls Preferences Diagnostics 14. 1. I 1 of 1 I' (► �� i� i nttaChmetftS ,4? Display transaction history for the current bill. i • F r t 1 S-. N OF RMNSTABLE] t y file Edit Tools 'Help Year:,7ype/Bill No. Customer account information History 2012 RE-R 5,: g 219559 Detail CONNOLLY, PAULINAQ I ASH I_iCHECK Grig Bill 15,A.RGYLE AVE Property information 'ti'�!H.ARTFORD,CT M107 MW Effective Date Parcel ID 28S 018 ! V Lien/Sale Aft Pa ro TOWN. OF A._-- - ABLE Prop Loc 126 PARK PUCE _.,C.OLLECTOR OF TAXES Scan Bill s ,GO Special Conditions/Notes Quick Entry Int Dt Billed Abt/Rdj Pmt/Crd Interest. Unpaid bai Utility Acct - 2,744.27 : •Of] � 00 ' 09 302.19 3,145.45 Customer 11i02 11, 2. 2S 00 00 , 201.83 3,W. I � . 1-_.... ..: 02/0212 3,0212 00 00 00 108.52 3,1 Name 3,041.99 . .. . .. . .. . 3:5f} 3 0 5.49 Parcel Fees:Pen 00 , 00 00 ' 00 Totals 1.. .... . .. . . ._ _ . Prop'Code 1,7 72 52 � 00 00 616.04'� 12.3E3.56 BIII Dates .Notes/,alerts Due �5 Cf�2w12 12.383:56 BIII,audits Per Diem JAN 1 Owner: CONNOLLY,PAULINAQ. Bill Events Irrt Paid 00 Total Paid ' �0 Reprint — 23 Mao prior unpaid bill~ Preferences j Diagnostics ; �ttachmente. 03 Display transaction history for the current bill, ' GENERALNOTES a N a O CONCRETE NOTES 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH THE ARCHITECTURAL PLAN BY BSA DATED ON 4-23-12 AND SHALL CONFORM TO THE PROJECT SPECIFICATIONS, INCLUDING THE FOLLOWING GOVERNING STANDARDS: 1. CONCRETE MIXTURE, FORM-WORK, DELIVERY AND PLACEMENT SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 (LATEST A. THE MASSACHUSETTS STATE BUILDING CODE, EIGHTH EDITION, (IBC 2009) FOR COMMERCIAL CONSTRUCTION AND ALL OTHER EDITION), UNLESS OTHERWISE NOTED. U AGENCIES HAVING JURISDICTION. 2. CONCRETE MATERIALS SHALL BE: TYPE 1 OR 2 PORTLAND CEMENT, SAND AND GRAVEL AGGREGATES. CONCRETE SHALL BE B. ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE." (ACI 318-05) AIR-ENTRAINED PER ACI RECOMMENDATIONS. CONCRETE COMPRESSIVE STRENGTH, (F'C) IN 28 DAYS, WHEN TESTED IN ACCORDANCE WITH ACI 318-05, SHALL BE AS FOLLOWS: ALL CONCRETE WORK - 4,500 PSI WITH W/C RATIO=0.45 A 2 C. THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, LATEST EDITION. 3. THE MAXIMUM CONCRETE SLUMP FOR FOUNDATION WALLS, FOOTINGS, PIERS, ETC., SHALL BE 4". ALL CONCRETE SHALL BE 7 U 2. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS, ROOFS, WALLS AND AIR ENTRAINED TO 5% (+/- 1%). C7 O ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. ' W 4. ALL MIXING, TRANSPORTING, PLACING AND CURING OF CONCRETE SHALL BE DONE IN ACCORDANCE WITH THE C] Q Q U 0. 3. ALL CONSTRUCTION IS TO CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE AND ALL APPLICABLE PRODUCT AND RECOMMENDATIONS OF THE CURRENT AMERICAN CONCRETE INSTITUTE SPECIFICATIONS AND GUIDELINES. DESIGN STANDARDS. ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS DOES NOT INFER THAT THE CONTRACTOR IS RELIEVED I- FROM THE STATUTORY CODE REQUIREMENTS. 5. REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, EXCEPT WHERE NOTED. O W 4. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND STANDARDS FOR MATERIALS, RUSTED BARS WILL BE IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED AT NO ADDITIONAL COST. O TESTS, AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED IN CHAPTER 35 OF IBC 2009. 6. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI PUBLICATION 315 AND w CURRENT CRSI SPECIFICATIONS, LATEST EDITIONS. cV 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK. 7, UNLESS OTHERWISE SHOWN ON THE DRAWINGS, REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING O ANY DISCREPANCY BETWEEN WHAT IS SHOWN ON THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO THE � ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. MINIMUM CONCRETE COVER: r w BOTTOM OF FOOTINGS 3" v1 6. THE HEADER AND FOUNDATION HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS: FORMED SIDES OF FOOTINGS 2" A. GRAVITY LOADS= 36 PSF FOUNDATION WALLS 1 1/2" 7. NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECT THE STRUCTURAL 8. REINFORCING BARS MAY NOT BE WELDED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. WHEN APPROVED, WELDING Q DESIGN. OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE CURRENT A.W.S. + 8. THE FOLLOWING ASSUMED SOIL PROPERTIES.HAVE BEEN USED FOR THE FOUNDATION DESIGN. 9. ALL CONCRETE SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS COMPLETED. PROVIDE PROPER CONCRETE - UNIT WEIGHT OF SOIL: 110 PCF PROTECTION OR HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH ALL CURRENT OIL EARING CAPACITY: 1.5 TONS/SF F 0.45 - MIIMM SUBGRADE MODULUS: 100 PCF OI CO DE STANDARD PRACTICE SPECIFICATIONS S N REINFORCING BARS SHALL BE COLDB BENT AD GUIDELINES. F CCORDANCE TO THE PROPER RADII ESTABLISHED BY THE ACI. UNDER �N ULTIMATE MAS - GROUNDWATER DEPTH BELOW GRADE: 4'-0" NO CIRCUMSTANCES SHALL HEAT BE APPLIED TO THE BARS TO OBTAIN BENDS. �O� AND EW H. G� - SOIL DESCRIPTION: MEDIUM-FINE SAND �fv - IN SITU DENSITY CHARACTERISTIC: LOOSE 11. CONCRETE MAY CONTAIN FLY-ASH OR SLAG. IF PROPOSED IN MIX DESIGN, EACH SHALL SATISFY ALL ACI AND ASTM - ASSIGNED ANGLE OF INTERNAL FRICTION: 30 CURRENT REQUIREMENTS AND SPECIFICATIONS. SUBMIT MATERIAL DATA SHEETS AND ACI CERTIFICATIONS TO ENGINEER FOR - COEFFICIENT OF ACTIVE EARTH PRESSURE: 0.33 (ASSIGNED) REVIEW. 9 - COEFFICIENT OF PASSIVE EARTH PRESSURE: 3.0 (ASSIGNED) o - COEFFICIENT OF "AT-REST" EARTH PRESSURE: 0.5 (ASSIGNED) 12. DDDITION OF WATER TO CONCRETE MIXES AT THE SITE IS NOT ALLOWED. SUCH CONCRETE SHALL BE IMMEDIATELY EJECT FS G�0 Sip A N _ I NOT FOUNDATION NOTES 13. ALL CONCRETE SHALL BE READI MIXED AT PLANT COMPLYING WITH ASTM C94 AND ASTM C1116. SITE MIXING S O ALLOWED. 6/)q J�� 1. ALL F0071NGS NOT OTHERWISE SUPPORTED BY PILES SHALL BEAR LEVEL ON UNDISTURBED, ACCEPTABLE SOIL OR STRUCTURAL C� 14. CHAIR BARS FOR SECURE PLACEMENT AND POSITIONING OF REINFORCING STEEL IS TO BE PROVIDE. IN NO CASE SHALL P. COMPACTED FILL (AS SPECIFIED), HAVING A MINIMUM ALLOWABLE BEARING CAPACITY OF 1.5 TONS PER SQUARE FOOT. BRICK, WOOD, OR OTHER NON-CONFORMING REINFORCING STEEL SUPPORTS BE USED. MAXIMUM SPACING OF MESH SUPPORT a W 2. IF BEARING MATERIALS (OTHER THAN THOSE DESCRIBED ABOVE) WITH A LOWER ALLOWABLE BEARING CAPACITY THAN 1 TONS PER CHAIRS, SHALL BE 18" IN EACH DIRECTION. o O SQUARE FOOT ARE ENCOUNTERED (AS DETERMINED BY THE CONTRACTOR), THE UNSUITABLE MATERIALS SHALL BE REMOVED AND Q REPLACED WITH SUITABLE MATERIAL AS SPECIFIED AND APPROVED BY THE STRUCTURAL ENGINEER. O 4. THE STRUCTURAL ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS. Q C N 5. NO FOUNDATION SHALL BE PLACED IN WATER OR ON FROZEN GROUND. SUCH FOUNDATION WILL BE IMMEDIATELY REJECTED AND WOOD FRAMING NOTES u b REQUIRED TO BE FULLY REPLACED AT NO ADDITIONAL COST OR CONTRACT TIME EXTENSION. O a (� 6. ALTHOUGH GROUNDWATER ISSUES DURING CONSTRUCTION ARE NOT EXPECTED TO BE AN ISSUE, THE CONTRACTOR SHALL PROVIDE 1. ALL FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD Q H 3 ALL SUFFICIENT MEANS OF SITE DEWATERING, AS NECESSARY, TO ENSURE FOUNDATIONS AND SLABS ARE PLACED.AS SPECIFIED. CONSTRUCTION% AND SUPPLEMENT "DESIGN VALUES FOR WOOD CONSTRUCTION", LATEST EDITION. MAXIMUM MOISTURE CONTENT SHALL A 7. BE 19%. STRUCTURAL FILL: IMPORTED STRUCTURAL FILL MUST BE FREE OF ORGANIC, FROZEN, OR OTHER DELETERIOUS MATERIAL AND W CONFORM TO THE GRADATION REQUIREMENTS OUTLINED BELOW. STRUCTURAL FILL SHOULD BE PLACED IN LOOSE LIFTS NOT 2. ALL WOOD MEMBERS USED FOR PLACEMENT AGAINST CONCRETE OR MASONRY (SILLS, PLATES, ETC.) SHALL BE PRESSURE TREATED n EXCEEDING 8 INCHES THICK FOR SELF-PROPELLED VIBRATORY ROLLERS, AND 6 INCHES FOR VIBRATORY PLATE COMPACTORS. WITH AC0 PRESERVATIVE, OR APPROVED EQUAL, TO MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. STRUCTURAL FILL SHALL BE PLACED WITHIN THE FOOTING-BEARING ZONE AND BELOW ALL SLABS. P. .. SIEVE SIZE STRUCTURAL FILL* PERCENT PASSING BY WEIGHT 3. THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE. ALL LUMBER SHALL BE '. ( ) GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE KILN DRY: U 8 100 ■ PRESSURE TREATED: SOUTHERN PINE GRADE NO. 2, OR BETTER, WITH A MINIMUM ALLOWABLE BENDING STRESS (FB)=975 PSI AND V 3" 70-100 MINIMUM MODULUS OF ELASTICITY (E)=1,600,000 PSI. W 1 3/4" 45-95 NO. 4 30-90 4. DETAILS OF WOOD FRAMING SUCH AS NAILING, BLOCKING, BRIDGING, FIRESTOPPING, ETC. SHALL CONFORM TO THE LATEST EDITION OF "3 NO. 10 25-80 THE NATIONAL DESIGN SPECIFICATION (AFPA), THE TIMBER CONSTRUCTION MANUAL (AITC), AND ARCHITECTURAL GRAPHICS STANDARD rA W A NO. 40 10-50 BY RAMSEY & SLEEPER. MI NO. 200 0-12 F+ F ;,. o *NOTES: THREE INCH MAXIMUM PARTICLE SIZE WITHIN 12 INCHES OF SLAB GRADE. 5. PENETRATIONS THROUGH LUMBER PRODUCTS IS EXPRESSLY NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER. U F 8. CRUSHED STONE SHALL BE J" ANGULAR, WASHED STONE (NO FINES) OF LIMESTONE OR GRANITE QUARRY, COMPACTED TO 6. USE FULLY NAILED METAL CONNECTORS (USP, SIMPSON, OR EQUAL), JOIST, OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO 0 C> ACHIEVE AN EQUIVALENT OF 95% MODIFIED PROCTOR DENSITY COMPACTION. OTHER JOISTS OR BEAMS. PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS. p N v] 7. ALL CONNECTORS AND FASTENERS WHICH ARE USED WITH PRESSURE TREATED WOOD SHALL,BE AISI 304 OR 316 .STAINLESS STEEL. N 8. ALL WOOD PRODUCTS SHALL BE STORED IN A DRY LOCATION. ENGINEERED LUMBER PRODUCTS WHICH ARE NOT KEPT DRY WILL BE Ur V IMMEDIATELY REJECTED AND REQUIRED.TO BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST. A c 1'U C - 9. IN NO CASE SHALL JOISTS, RAFTERS, BEAMS, POSTS, STUDS OR ANY OTHER FRAMING MEMBER BE CUT, NOTCHED, DRILLED, OR o OTHERWISE MODIFIED WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. a W r w . O Z Z2 a A V w U $o U r SIMPSON ST22 �,_.__.__ a o 0 S RAP, CENTER D — (V ti Nt ON POSTS, / NEW (2 13/4"X9Y" LVL i EXISTING 2ND FLOOR FRAMING (18)16d NAI S — U it W � V EXISTING TOP ATTACH FULL HEIGHT :..... ...... .. .......-. .. A A A v a PLATES 2X4 KING STUD TO NEW POST ON EACH SIDE W/ 16d NAILS @ 4" O.C. STAGGERED q EXISTING DROP N `V NEW 4X4 POST B HEADER S-200 NEW DROP (2)13/4'x9Yz' LVL HEADER S-200 v1 BEAM SECTION rA WITH 2-ROWS OF 33/8" LONG TRUSSLOK N SCALE: I"=P-0" _'ZOO SCREWS @ 8" O.0 SIMPSON ST22 9'-5"t STRAP, CENTERED ON EXISTING DROP BEAM FA�-1H F M4ss POSTS, W/ NEW DROP BEAM TO REPLACE EXISTING BRG NEW 4X4 POST c3`'� AND EW H. (18)16d NAII'S NEW (2)1%"X9Y2" LVL WALL BETWEEN BATH AND KITCHEN. SEE � € NEW 4X4 POST, ARCH. PLAN BY BSA DATED 4-23-2012. � IL EXISTING FLOOR 2X FULL DEPTH '.rE iH SHT'G �.a�FG/S PE },, €��', BLK'G ON EACH S, G E4 2X FULL DEPTH BLK'G SIDE OF JOISTS s/ON L EN\� W I-:I: II ATTACH FULL HEIGHT EXISTING TOP 2X4 KING STUD TO NEW PLATES POST W/ 16d NAILS @ 4" F. M „ O.C. STAGGERED EXISTING DROP Z QQ NEW 4X4 POST N BEAM Q z N - - o PACK OUT EXISTING VNEW (2)2X P.T. JOISTS, CUT TO Q o Z BEAM WITH P.T. WOOD MATCH EXISTING JOIST DEPTH AND SIMPSON ZMAX COATED �U OO CONNCECT (2)2X4 STUDS TO FILLER TO FIT SNUG IN ALIGN WITH NEW POSTS FROM ABOVE -i PC44 W/ GALV. (4)16d 0 NEW 4X4 POST W/ 6" LONG CAP POST AND (6)16d 0 BEAM CL`'' U 9 d 8 BEAM SECTION B TIMBERLOK SCREWS 0 6" O.C. SIMPSON ZMAX COATED N a 3 � A SCALE:314"=P-0" _200 STAGGERED PC84 W/ GALV. (4)16d @ WI H POST FROM ABOVE ALIGN a POST AND (6)16d 0 BEAM SIMPSON ZMAX COATED PB44 NEW P.T. 4X4 POST TO ALIGN POST BASE W/ GALV. SC 00 WITH POST FROM ABOVE °O FINISH GRADE (12)16d NAILS � _ U v 2"CLR — — — — — POSTSIMPSON ZMAX BASE W GALV. PB4`4j��/- °x 2"CLR— ----- — — — — — — — —— `�' / 24 DIA. SONOTUBE ki q _ (12)16d NAILS - Of Mi 0 � (4)#4 0 VERTICAL I 6" LAYER OF 3/4' (MIN.) v OH 16" DIA. SONOTUBE BARS, i� -v COMPACTED CRUSHED p W b t- EVENLY ANGULAR STONE ON TOP t L�1 6" LAYER OF 3/4" (MIN.) • • SPACED OF COMPACTED 4 COMPACTED CRUSHED STRUCTURAL FILL N ;. ANGULAR STONE ON TOP } U OF COMPACTED #3 TIES o ` STRUCTURAL FILL 12" O.C. .. v AS SPECIFIED VERTICALLY U 2.-O,. � 1._4. a TYPICAL SONOTUBE SECTION c ' A PROPOSED DROP BEAM TO REPLACE EXISTING BRG WALL k; SCALE: 3/4"=V-0" U may N may o GENERAL NOTES CONCRETE NOTES M �' 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH THE ARCHITECTURAL PLAN BY BSA DATED ON 4-23-12 AND SHALL CONFORM TO THE PROJECT SPECIFICATIONS, INCLUDING THE FOLLOWING GOVERNING STANDARDS: 1. CONCRETE MIXTURE, FORM-WORK, DELIVERY AND PLACEMENT SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 (LATEST ��ENIES SSACHUSETTS STATE BUILDING CODE, EIGHTH EDITION, (IRC 2009) FOR RESIDENTIAL CONSTRUCTION AND ALL OTHER EDITION), UNLESS OTHERWISE NOTED.HAVING JURISDICTION. 2. CONCRETE MATERIALS SHALL BE: TYPE 1 OR 2 PORTLAND CEMENT, SAND AND GRAVEL AGGREGATES. CONCRETE SHALL BE AIR-ENTRAINED PER ACI RECOMMENDATIONS. CONCRETE COMPRESSIVE STRENGTH, (F-C) IN 28 DAYS, WHEN TESTED IN B. ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE." (ACI 318-05) ACCORDANCE WITH ACI 318-05, SHALL BE AS FOLLOWS: ALL CONCRETE WORK - 4,500 PSI WITH W/C RATIO=0.45 Q z C. THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, LATEST EDITION. 3. THE MAXIMUM CONCRETE SLUMP FOR FOUNDATION WALLS, FOOTINGS, PIERS, ETC., SHALL BE 4". ALL CONCRETE SHALL BE Z U 2. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS, ROOFS, WALLS AND AIR ENTRAINED TO 5% (+/- 1%). CS7 W U O ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. W Q 4. ALL.MIXING, TRANSPORTING, PLACING AND CURING OF CONCRETE SHALL BE DONE IN ACCORDANCE WITH THE A A A U a 3. ALL CONSTRUCTION IS TO CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE AND ALL APPLICABLE PRODUCT AND RECOMMENDATIONS OF THE CURRENT AMERICAN CONCRETE INSTITUTE SPECIFICATIONS AND GUIDELINES. DESIGN STANDARDS. ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS DOES NOT INFER THAT THE CONTRACTOR IS RELIEVED F� FROM THE STATUTORY CODE REQUIREMENTS. 5. REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, EXCEPT WHERE NOTED. O W RUSTED BARS WILL BE IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED AT NO ADDITIONAL COST. 4. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND STANDARDS FOR MATERIALS, O TESTS, AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED IN CHAPTER 35 OF IBC 2009. 6. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI PUBLICATION 315 AND CURRENT CRSI SPECIFICATIONS, LATEST EDITIONS. �� 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK. N ANY DISCREPANCY BETWEEN WHAT IS SHOWN ON THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO THE 7. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING [z ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. MINIMUM CONCRETE COVER: r- O BOTTOM OF FOOTINGS 3" (�1 6. THE HEADER AND FOUNDATION HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS: FORMED SIDES OF FOOTINGS 2" A. GRAVITY LOADS= 36 PSF FOUNDATION WALLS 1 1/2" 7. NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECT THE STRUCTURAL 8. REINFORCING BARS MAY NOT BE WELDED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. WHEN APPROVED, WELDING Q DESIGN. OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE CURRENT A.W.S. 8. THE FOLLOWING ASSUMED SOIL PROPERTIES HAVE BEEN USED FOR THE FOUNDATION DESIGN. 9. ALL CONCRETE SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS COMPLETED. PROVIDE PROPER CONCRETE E- - UNIT WEIGHT OF SOIL: 110 PCF PROTECTION OR HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH ALL CURRENT CY - SOIL BEARING CAPACITY: 1.5 TONS/SF ACI CODE OF STANDARD PRACTICE SPECIFICATIONS AND GUIDELINES. O - ULTIMATE FRICTION FACTOR: 0.45 - MINIMUM SUBGRADE MODULUS: 100 PCF 10. ALL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE TO THE PROPER RADII ESTABLISHED BY THE ACI. UNDER - GROUNDWATER DEPTH BELOW GRADE: 4--0" NO CIRCUMSTANCES SHALL HEAT BE APPLIED TO THE BARS TO OBTAIN BENDS. - SOIL DESCRIPTION: MEDIUM-FINE SAND - IN SITU DENSITY CHARACTERISTIC: LOOSE 11. CONCRETE MAY CONTAIN FLY-ASH OR SLAG. IF PROPOSED IN MIX DESIGN, EACH SHALL SATISFY ALL ACI AND ASTM - ASSIGNED ANGLE OF INTERNAL FRICTION: 30 CURRENT REQUIREMENTS AND SPECIFICATIONS. SUBMIT MATERIAL DATA SHEETS AND ACI CERTIFICATIONS TO ENGINEER FOR - COEFFICIENT OF ACTIVE EARTH PRESSURE: 0.33 (ASSIGNED) REVIEW. Q - COEFFICIENT OF PASSIVE EARTH PRESSURE: 3.0 (ASSIGNED) 12.- ADDITION OF WATER TO CONCRETE MIXES AT THE SITE IS NOT ALLOWED. SUCH CONCRETE SHALL BE IMMEDIATELY `4 - COEFFICIENT OF "AT-REST" EARTH PRESSURE: 0.5 (ASSIGNED) EJECTS �4 FOUNDATION NOTES 13. 1 _7 1. ALL FOOTINGS NOT OTHERWISE SUPPORTED BY PIES SHALL BEAR LEVEL ON UNDISTURBED, ACCEPTABLE SOIL OR STRUCTURAL =Tr W 14. CHAIR BARS FOR SECURE PLACEMENT AND POSITIONING OF REINFORCING STEEL IS TO BE PROVIDE. IN NO CASE SHALL COMPACTED FILL (AS SPECIFIED), HAVING A MINIMUM ALLOWABLE BEARING CAPACITY OF 1.5 TONS PER SQUARE FOOT. BRICK, WOOD, OR OTHER NON-CONFORMING REINFORCING STEEL SUPPORTS BE USED. MAXIMUM SPACING OF MESH SUPPORT IMP a W 2. IF BEARING MATERIALS (OTHER THAN THOSE DESCRIBED ABOVE) WITH A LOWER ALLOWABLE BEARING CAPACITY THAN 1 TONS PER CHAIRS SHALL BE 18" IN EACH DIRECTION. O a ENCOUNTEREDSQUARE FOOT ARE (AS DETERMINED BY THE REPLACED WITH SUITABLE MATERIAL AS SPECIFIED AND APPROVED CONTRACTOR). MATERIALS SHALL BE REMOVED AND THE STRUCTURAL ENGINEER. , Q N 0 4. THE STRUCTURAL ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS. Iz O �^ 5. NO FOUNDATION SHALL BE PLACED IN WATER OR ON FROZEN GROUND. SUCH FOUNDATION WILL BE IMMEDIATELY REJECTED AND WOOD FRAMING NOTES U REQUIRED TO BE FULLY REPLACED AT NO ADDITIONAL COST OR CONTRACT TIME EXTENSION. Q " (7 6. ALTHOUGH GROUNDWATER ISSUES DURING CONSTRUCTION ARE NOT EXPECTED TO BE AN ISSUE, THE CONTRACTOR SHALL PROVIDE 1. ALL FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD 3 ALL SUFFICIENT MEANS OF SITE DEWATERING, AS NECESSARY, TO ENSURE FOUNDATIONS AND SLABS ARE PLACED AS SPECIFIED. CONSTRUCTION", AND SUPPLEMENT "DESIGN VALUES FOR WOOD CONSTRUCTION", LATEST EDITION. MAXIMUM MOISTURE CONTENT SHALL 04 A BE 19%. a 7. STRUCTURAL FILL: IMPORTED STRUCTURAL FILL MUST BE FREE OF ORGANIC, FROZEN, OR OTHER DELETERIOUS MATERIAL AND CONFORM TO THE GRADATION REQUIREMENTS OUTLINED BELOW. STRUCTURAL FILL SHOULD BE PLACED IN LOOSE LIFTS NOT 2. ALL WOOD MEMBERS USED FOR PLACEMENT AGAINST CONCRETE OR MASONRY (SILLS, PLATES, ETC.) SHALL BE PRESSURE TREATED EXCEEDING 8 INCHES THICK FOR SELF-PROPELLED VIBRATORY ROLLERS, AND 6 INCHES FOR VIBRATORY PLATE COMPACTORS. WITH ACQ PRESERVATIVE, OR APPROVED EQUAL, TO MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. STRUCTURAL FILL SHALL BE PLACED WITHIN THE FOOTING-BEARING ZONE AND BELOW ALL SLABS. 3. THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE. ALL LUMBER SHALL BE SIEVE SIZE STRUCTURAL FILL* (PERCENT PASSING BY WEIGHT) GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE KILN DRY- IU 8" 100 * PRESSURE TREATED: SOUTHERN PINE GRADE NO. 2, OR BETTER, WITH A MINIMUM ALLOWABLE BENDING STRESS (FB)=975 PSI AND U 3" 70-100 MINIMUM MODULUS OF ELASTICITY (E)=1,600,000 PSI. W I 3/4" 45-95 U (7 NO. 4 30-90 4. DETAILS OF WOOD FRAMING SUCH AS NAILING, BLOCKING, BRIDGING, FIRESTOPPING, ETC. SHALL CONFORM TO THE LATEST EDITION OF ,. NO. 10 25-80 THE NATIONAL DESIGN SPECIFICATION (AFPA), THE TIMBER CONSTRUCTION MANUAL (AITC), AND ARCHITECTURAL GRAPHICS STANDARD a W A NO. 40 10-50 BY RAMSEY & SLEEPER. 0 E"L I NO. 200 0-12 F: *NOTES: THREE INCH MAXIMUM PARTICLE SIZE WITHIN 12 INCHES OF SLAB GRADE. 5. PENETRATIONS THROUGH LUMBER PRODUCTS IS EXPRESSLY NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER. U E~ U 8. CRUSHED STONE SHALL BE J" ANGULAR, WASHED STONE (NO FINES) OF LIMESTONE OR GRANITE QUARRY,.COMPACTED TO 6. USE FULLY NAILED METAL CONNECTORS (USP, SIMPSON, OR EQUAL), JOIST, OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTOO W ACHIEVE AN EQUIVALENT OF 95% MODIFIED PROCTOR DENSITY COMPACTION. OTHER JOISTS OR BEAMS. PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS. 7. ALL CONNECTORS AND FASTENERS WHICH ARE USED WITH PRESSURE TREATED WOOD SHALL BE AISI 304 OR 316 STAINLESS STEEL. N 4 8. ALL WOOD PRODUCTS SHALL BE STORED IN A DRY LOCATION. ENGINEERED LUMBER PRODUCTS WHICH ARE NOT KEPT DRY WILL BE O IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST. U 9. IN NO CASE SHALL JOISTS, RAFTERS, BEAMS, POSTS, STUDS OR ANY OTHER FRAMING MEMBER BE CUT, NOTCHED, DRILLED, OR ~ o cOTHERWISE MODIFIED WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. U a W w O z 0 � V W V OR A U -�o w N h SIMPSON ST22 ................................ ...,..........._........-- ~ x Q S rRAP, CENTERED ON POSTS, 3 i EXISTING 2ND FLOOR FRAMING / NEW (2)1/4"X9Y2" LVL (18)16d NAI S U l 7 , ; z > U �•� r t? w 3 UU � EXISTING TOP ATTACH FULL HEIGHT ` '.. ........ A A A U a PLATES 2X4 KING STUD TO NEW i POST ON EACH SIDE W/ HH 16d NAILS @ 4" O.C. L_ ........................_.................-........._..........................__........__....................................._..... ` O x STAGGERED 0 q EXISTING DROP CIA N NEW 4X4 POST 5-200 B HEADER 1 NEW DROP (2)13/4"x9Y2" LVL HEADER 5-200 N BEAM SECTION A WITH 2-ROWS OF 3%" LONG TRUSSLOK SCALE: 1"= _200 SCREWS 8" O.0 V-0" Q SIMPSON ST22 9 -5 t � STRAP, 8 CENTERED ON EXISTING DROP BEAM O POSTS, W/ NEW DROP BEAM TO REPLACE EXISTING BRG NEW 4X4 POST (18)16d NAILS NEW (2)13/4"X9Y2" LVL WALL BETWEEN BATH AND KITCHEN. SEE NEW 4X4 POST ARCH. PLAN BY BSA DATED 4-23-2012. EXISTING FLOOR 2X FULL DEPTH SHT'G BLK'G ON EACH U 2X FULL DEPTH BLK'G SIDE OF JOISTS ATTACH FULL HEIGHT EXISTING TOP 2X4 KING STUD TO NEW ° ° ' < UO PO.r_S..TSW/ 16d NAILS © 4" .................. a PLATES O TAGGERED O P4 q W NEW 4X4 POST /. EXISTING DROP Q A - - -- PACK OUT EXISTING VNEW (2)2X P.T. JOISTS, CUT TO BEAM QO Z cQv ° BEAM WITH P.T. WOOD MATCH EXISTING JOIST DEPTH AND SIMPSON ZMAX COATED W U O CONNCECT (2)2X4 STUDS TO FILLER TO FIT SNUG IN ALIGN WITH NEW POSTS FROM ABOVE PC44 W/ GALV. (4)16d Un E~-+ `O NEW 4X4 POST W/ 6" LONG CAP POST AND (6)16d @ BEAM BEAM SECTION B TIMBERLOK SCREWS @ 6" O.C. SIMPSON ZMAX COATED N O A SCALE:3/4"=1'-0" _200 STAGGERED ° NEW P.T. 4X4 POST TO ALIGN 0. PC84 W/ GALV. (4)16d WITH POST FROM ABOVE POST AND (6)16d @ BEAM SIMPSON ZMAX COATED PB44 NEW P.T. 4X4 POST TO ALIGN X 00 WITH POST FROM ABOVE 00 POST BASE GALV. FINISH GRADE _ (12)16d NAILS - 2'CLR SIMPSON ZMAX COATED PB44 /� \ 2"CLR W POST BASE W/ GALV. �24" DIA. SONOTUBE arii 3 (12)16d NAILS pr.a ql 0 0' .............................__....; (4)#4 0 -..._._...._._..._..............__,` _..-................ --- -... -- H o v VERTICAL v 6" LAYER OF 3/4" (MIN.) Q W H ...... 16" DIA. SONOTUBEaSPACED BARS, M _...__._...._..............._; _.....__....._..._......_. COMPACTED CRUSHED O a EVENLY ANGULAR STONE ON TOP H 6" LAYER OF 3/4" (MIN.) OF COMPACTEDS9 COMPACTED CRUSHED STRUCTURAL FILLANGULAR STONE ON TOPOF COMPACTED # > Y� ' � r 3 TIES � � 'z � t=�%'�`y � },�'` '� z ,� STRUCTURAL FILL �. fY �� ); I_ .�> ° ye 12" O.C. �:.... - .. .. � � L ~ _.. o c... 1.... AS SPECIFIED I VERTICALLY z so 2'-0,r con ►-r d 1 -4 TYPICAL SONOTUBE SECTION A PROPOSED DROP BEAM TO REPLACE EXISTING BRG WALL U W U SP o r� SCALE: 3/4"=1'-0" U NEW DI514JA:,FteR a t✓FY1 7xb WPLL W Connolly DCATbN ,6p DD.EA.S'De Residence REIdOVE RELOCATE ExI5TN6 py.S11ERiDRYER TO COORDINATE IN FIELD. Ex5TING UPSTAIRS LINEN CLOSET f5E[SECOND FLOOR PLAN 4'f3BB•1 4'IB+'1 - DISHWASHER � - -�-• r .. .._.._ Brt(Bel —__Y�_L -��--'�-,'Db•F-1. I 1 -- -- ; '--lip I 1 I -d-Dbt-t�}----� 33"ab3i( 11_)1 INSTALL NEW(3)3'-0•xb'-D• AssEH®Lr. _1 J INSTALL NEW FAN r 1'0•Iloel elf''x. 3`u'(Be1 PROVII HEADER= OHO ` I r 1 ooD Oven sTove �/s�ARn E wER SAD a i Rtr BEDROOM _ I I 1RAO� 26 Park Place - S `i o BED o O §. BmaooM Hyannisport,MA 02G47 G O '9 ,•Bse1 B'E[,1 "•NO O I I j �. fItETSNe ' POWDEII ��R' t✓FN GAHMErSc i '.il;O ` CCVNIER P IFLoowNsp "'�L I x y = ;oNS REP. r J I `l-J 1 Fiiml&aEs. REuA 30,DR. REF. _ ,'O'IB,'7 ((5EE PLAN OR IIKATIOW 1 REF.� R A p p 32'DR. • 6 0 ,CKORCHD 5 , `INFIL s Bennett Sullivan Associates,Inc. PORCII BR?OM _ PURCII ((�T PORCH DOOR RS _ (O�iET v :.- NEW DD•='wIDE• Architects and Planners - OPENING ADIt4T LL C 4 /IlI/T —REMOVE �RE iOVE ExSTNe DooR° EX.--DOOfi ( Suite 201,Thee Pomperaug Office Park I •'�'oPEwNS.FOR Southbury, Connecticut 06488 • r------� r------ 203.264.8202 LIVMG DP_R1G ______ i G -m r 1 r ' I r l s•-m nD1 ua uv r-lo•no-1" I I UPI uv uP I 0P General Notes ]Le drewiop and aU idea,ammgemmu,°ip and plms kd M Ihaeoo m eepmsmmd Wemby ae..M by and rtmJo We pmp q ` n(Bemm Sollivm Asaocatra,Arthivai avd Plmoen.No pan EX ISTI NO FIRST FLOOR PLAN DEMO. FIRST FLOOR PLAN PROPOSED F I RST FLOOR PLAN Nu`°f,bvl�"�°bymyp nog6mo amp°nemr.my S. Scxccpt wiW cpccifc wrinc pum:ssro rWcf Bcaocn ' Sullivan Aasorieleq An:hilccD and Plmoaa. SCALE:I/4'=I'-0' _ _ SCALE:I/4"=I'-0' - _ — .. — .— _ - — dctau:se lox brwgm wcmmlma°fuN nlmilea xf°R ds SCALE:1/4"=1'-0"_. - way cm,a a di:c.q,mno 0o we da..tirp,dq do p ma —k ba eommevad to Thinotfim of Be Suuivm Aamcuta.A+rBil.cu maP... ` of�ible tw Geld admi°isvali°o ofW C.—Dn+vieB a • • - The C.—u,ddy nepoeW.fne We field mU,ry d000f . We dmxioRs mdtbe oola pnluviog to Wis dnxiug e '�15'-s•lT1 -a•noa9 T' _ I 1 _Ii N 1) MASTERBEDROOM Q --Roo. < NO Y $ SHOWER ' TUB - ICI ryt` - al•� � PERMIT G LN'EI! II 4"OR. RELOCATE YW 2 D cTnsEr 2a• R% n $ c - - MB LMN + FOR CONSTRUCTION e _ 9 FJGSTI CLOSET - - - j CJN. - Revisions N. N°. Date Description lnitiali C1 - v Ule1 9.O•C 7 -.(•tact - - , Z 6 BEDROOM BEDROOM i GOROOMBEDROOM ICI C s` s• n o eo•n:1 cL°ser ,0� �o•nr1 ° a.ruEr Drawing Title Floor Plans --------------- 2 Q sole 1/4" 1'-01' EXISTING SECOND FLOOR PLAN SECOND FLOOR PLAN Dau April 23.2012 v Down By CGM/H15 SCALE.1/4' 1'-0' SCALE:1/4"=1'-0" - . Checked By HIS BSAtob Number 11023 Drawing Number i = A. 101 Bnmen Sullivan Associates•Inc.O Copyright 2012 a` 24'-0"[2ba") 54" ----� 12^ n L----J �l 1 0 � m :r KITCHEN i BEDROOM c\v a i iv PO Q O I �t I 30" 2a p . 32" DR. ^ COVERED s PORCH in N , r--------- n ►--------1 n DINING I--------I LIVING I � I I I-=------t N 6 5'-1o^[-ro"] UP UP EXISTING FIRST FLOOR PLAN — SGALE: I/4" = I'-0" _ REMOVE RELOCATE EXISTING WA5HERNRYER TO EXISTING UPSTAIRS LINEN CLOSET (SEE SECOND FLOOR PLAN) DISHWA5HER -----L O ID j — — INSTALL NE I I I r —1. I HOOD OVER 010 KITCHEN I i i I . r�/0� II BEDROOM REMOVE REMOVE EXISTING. 1 I EXISTING DOOR, GA5INET5 a I POWDER HALLS, . COUNTERS I I j r- FLOORING a PLUMBING.` REUSE EXISTING REF. 1 I i L j FIXTURES. 1 I (SEE PLAN I 1 I I L FOR LOGATIOW I ( I =� II F COVERED II PORCH REMOVE -REMOVE EXISTING DOOR a EXISTING DOOR WALL, PREP. FOR NEW OPENING. r --� _ i DINING f---------I LIVING r___ ——- . U0 'up . DEMO FIRST FLOOR. PLAN . 50ALE: 1/4" =._1'—O" _ i NEW D15HWA5HER d NEW 2x6 !^TALL w/ LOCATION, GYP. BD. EA. 51DE COORDINATE IN FIELD. # 24'-O'.L288") T-O"[&4") i I _ INSTALL NEW (3) 3'-0'xb'-8 L----J SLDING DOOR A55E MBLY. PROVIDE HEADER (3) SEPARATE .L NEW FAN o lO q'-o floe^I b 3b'(36^) TRAGKSVERHEAD /ER 5TOVE m - 1 I KITCHEN 1 �� �♦ BEDROOM 1 i NEW CABINETS 3 I COUNTER ! o. 1 EXi571 ,O REF. NEW 5'-O" OPENING BRODhi.GL05ETI INFILL COVERED NEW 30".t HIDE DOOROPENING . .PORCH - � CABINET . . ------ r- . -1 i. DINING . --- .-j LIVING I I Up UP. PROPOSED, FIRSTFLOOR . PLAN 5GALE: 1/4" 1'-& L. _ - o BATH O j k 6'-5°M-) 15'-9"[IM") N ip � 4 O MASTER BEDROOM ot SHOWER O NB CLOSET ry 20° to-es"[30") N 4'-I"I4q LR\Te u m 24 DR. ry CLOSE 24" DRY 26" DR. 4 b 26" DR.m , N. i a'-10"[iib") 22' 3'-0"I36") a'-4"[loo") .D 'y BEDROOM BEDROOM = Q iv CLOSET ------- CLOSET I ) EXISTIN6 SEGOND FLOOR PLAN 5GALE: 1/4" = 1'-0" l O � O BATH + (1 MASTER BEDROOM SHOWER TUB CLOSET . *SET RELOCATE WASHER/DRYER FROM FIRST FLOOR TO EXI5TINCG LINEN OL05ET DN. BEDROOM BEDROOM CLOSET ------ CLOSET PROPOSED SECOND FLOOR PLL�N SCALE: I/4" = I'-O" n f s Con n ll NEW LOCATION, AYP. . SIDE 24-0 tab COORDINATE IN FIELD.RELOCATE EX ST1N6 WASHER/DRYER TO 24' "G28 " l_ON 841EXI5TING Residence NEW DISHWASHER a 2x6 WALLw/ �5E SEGOND FLOOR P D15HWA5HER - 4 r -- - --� 5 I I r 7 1 i I L _ ' 5-6 _ _ L --_ _L / p T -I3W- Db�- _ 12 N II I \32 x62 D I. � W/ KID INSTALL NEW 3-O xb 8 --J L— lI I I I .:.1 5 IDI N L 6 DOOR A55EMBLY. / L — J. J PROVIDE HEADER a 1 R i i - 1 x N 1 SEPARATE NST NEW FAN N OVERHEAD. , �t ALL I a o los I _ i 3-0 36 l tr O O O r -1 : i E TRACKS. 2 6 Park PlaceHOOD R OVE STOVEEDROOMmImCHEN ...... KIT r' ._ BEDROOM KITCHEN I KTI'C HENsEnRooM H arlms o 4 o MA 026 7 Y P p 0 x _ x N I 3 6 4 [ 7 _ ... � REMOVE Ill-4- 136 [ "7 [ 7 _ EXI TINE r `REMOVE 5 ._ ,l v- EXIST NG DOOR, I I NEW CABINETS G (NETS. a 1 P WDER GAB T5 a AB HALLS, - e COUNTER PO t.. COUNTERS I F OORIN6 a L 4 O I _ v P U IN_ Ir LMB 6 I , REUSE J .. l . i i _ I I FI XTURES.XTURES. i I F : � EXIST N6 RE I ... I 1, 0 1 x I :.. REF. R. _ B , S 30 D -0 a4'fD _ PL AN L--- EXIS IN&5EE LAO FOR LOGATIO REF� I , w p ..._ i 5- N :.. NEW O OPE N6 _�t• F ' 11 I 32 DR. 11 Ll ,-; II _ o ; COVERED II - COVERED C a' II , COVERED i Bennett a� INFI LL ' nn tt Sullivan Associates Inc: _ ` II PORCH BROOM CLOSET: f PORCH O DOOR PO RCH u_ t 1 NEW 30 WIDE Q - OPENING Architects anPlanners,m d �t (V r CABINET N > REMOVE REMOVE TINE DOOR a EXISTING DOOR :. EX 5 O Sui te>< e 201 Three Pom erau Office Park WALL PREP. FOR P g C ec i Southbury, Connecticut 06488 NE W.OPEN N6. --- r--------� 203.264.8202 I I. : r -I _ I : l ' I : - ------ LIVING I : ------ DINING ------ DINING ,G G LIV ING - LIVING DINING 1- -i m -1 ` rr, _ L--------�N , I r , r --I Q L- -- -J L--- --J I Q _ to o s C► ] UP 'Up. 5 to -ro UP UP Nk UP General Notes The drawingand all ideas arrangements,designs and plans indicated B Bn representedere are a an remain the property thereon or thereby owned b d Y Y P P�tY of Bennett Sullivan Associates Architects and Planners.No > pad corporation for an thereof shall be utilized b an person,firm or r u Y Y P rP Y i purpose;except with specific written permission of the firm Bennett 1�'�O FIR!5T FLOOR i� �� , i�fi�0i�05� FIRST _ � , P P P�XISTII�C � Ii�ST � OOfi� ���� �� _ � � D ���� P Sullivan Associates,Architects and Planners. i _ - _ _ and errors or discrepancies on the drawings,shop drawings SCALE: An rr s_ SCALE: 14 I O 5G L O SCALE. 14 I O __ -. Y P g P g — - detailse t e brought to the attention of the Architect before the are o b br u o work has commenced. This office of Bennett Sullivan Associates,Architects and Planners T s o B nn S v i no responsible f eld administration of this Contract Drawing.' s tor field a tt The Contractor is solelyresponsible for the field interpretation of T C P rP e drawings d the notes pertaining to this drawing. I th wm s an n g P 8 B I I I : ' _ I ; C� U R fr L. .. o 'S 1, 1 y M T f ,G 7 . �.-y. 6-0 2 _ t _ C o _ C m a r I' .. BATH 7 BATH , � t D(D _ro 3 r. pp 5 71 r.i N I m r r� OF LOSTON, 41nss. N ... MASTER BEDR M O MAS TER BEDROOM 00 O _ 5 to r P N P I x 0 _ p E N w N p^ lr .. SH OWER SHOWER u� : LL TUB .TUB — o co — Q �r D� 4-II 5q x _ CLOSET;.. CLOSET ' N x " 6 8 80 ry 20- IN [ 7 o _ PERMIT 4 4q `I 11 a.. .- _ L N t� R 24 D ,. m W/D Q _ -, LINEN uCLOSET A_ RELOG TE 26 DR._ SE T Q r ._ S ET CLOS ,-, 24 DR _ WASHE R R N fn R/D YE FROM N : O FIRST FLOOR TO t� r FOR CONSTRUCTION p _ EXISTING LINEN CLOSET , N 4 - 26 D R.m - 0 N DN. N Revlsions N. o _ No. Date Description Initials .41 3 O 36 q 10 118 L 7 [ ] W c) D BEDROOM BEDROOM BEDROOM Z BEDROOM , _ m W _ o m I w Q i N r u CLOSET ------ .� CLOSET -----= _ .p , CLOSET 1 0 CLOSET Z 6-0 2 [ i Drawing Title 0 4 g 6-0 2 U CI "] i r7 Floor Plans O 1 C/) 0 I ry I Q / Scale 1 4 —1-0 o U Date April 23 2012 EXISTINO SEGO1�DFLOOR �. PROPOSED SEGO1�I� FLOOR-1 � Drawn B CGM/HJ S cn A Y _ 5_ LE 14 I O 4 I O SCALE: ry Checked B HJS Y a� BSA Job Number 11023 , c 0 Drawing Number N O O N A9101 a� Bennett Sullivan Associates Inc. ©Copyright 2012 '.. y.. '^ _V ;