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HomeMy WebLinkAbout0152 BREEDS HILL ROAD (8) av, 3iy any /lob �, _ _ __ _ _ _. e � ;, . Q � � o o �. b .. ,. L � L n J �of 1HE►off �� 1 " Printed On 1 fi26t2018 a Complaint CaIIReport., 152 UNIT 6BREED 'S HGILL ROi4b, x rEOMp+° V base#" C 19-47 , ;BARN$T�ARLE o �. Case#: C-19-437 Address: 152 UNIT 6 BREED'S HILL Date: 5/22/2019 ROAD, BARNSTABLE Owner Info: Property Info: MBL: Owner Notified?: Complaint Details: Type of Complaint Classification of Complaint Method of Complaint Building Code, Medium Priority Phone Complaint Summary: Fire separation between every two units has been compromised per email from DC (now Chief) Pulsifer and confirmed again by current DC Pfautz. Action History: Action Taken Date Description Fee Inspector Close Case 11/26/2019 $0.00 bowerse Close Case 11/26/2019 opening were done with $0.00 bowerse building permit in past No violation is present Inspector Assigned to Complaint: bowerse Filed by. andersor Comments: Comment Date Commenter Comment D"ate: " 11'/26/2019 �:R "�, Town o f Barnst a le b �.� Y�pFTHElp � Town of Barnstable Inspectional Services rBARNSTABLL KASM& �a Brian Florence,CBO �p s639•= �0 Building Commissioner rf0 MA'S a 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us INSPECTION REPORT Address : 152 UNIT 6 BREED'S HILL ROAD, BARNSTABLE Case # C-19-437 Inspection Type : Violation Inspector : bowerse — - ............. Description Date Unit Status Comment Violation 08/26/2019 FAIL I was contacted by Paula MacNiece and have ;scheduled a appointment to meet at the Unit Violation 08/26/2019 FAIL i I was contacted by Paula MacNiece and have scheduled a appointment to meet at the Unit Inspection Type : Violation Inspector : bowerse _---- - ------- -- __--- -- ..... - ---- -- ..... .... ......... .. . ....... ........._ Description Date aUnit Status 1Comment 1 � Violation 11/26/2019 PASS ;Unit does join with Unit 5 and 7 was done so 1 with permit Existing Structure no violation present !Permit should be clos . .... __ ....--- .......----.. Inspection Type : Violation Inspector: bowerse Description Date Unit Status Comment Violation 06/07/2019 FAIL Via concerns from Barnstable Fire i Department. This complaint was created. i 1 have contacted owners of all Units Requesting a walk through inspection I Please see attached Document Violation +06R07/2019 FAIL IVia concerns from Barnstable Fire Department. I 1 This complaint was created. I have contacted owners of all Units Requesting a walk through inspection Please see attached Document i Bowers, Edwin 7 From: Paula MacNiece <Paula@georgedavisinc.com> Sent: Friday, August 23, 2019 8:49 AM To: Bowers, Edwin Cc: George Davis; Catherine Whiteside Subject: request to meet-Breeds Hill Good Morning Ed, While we're:waiting for th_e:permit to be issued,would you have the time one afternoon next week to meet with me at ►152 Breeds Hill H l Road, Unit_6,_ yan7nis to answer some questions? f��2nly'tAbie. Paula Paula MacNiece Production Manager George Davis,Inc. 33 North Main Street South Yarmouth,MA 02664 508.394.0832 p 508.394.5460 f www.GeorgeDavisInc.com ,ytly4.F;�ali_Aks 30YEA1. CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel TOVIIIN OF BARNSTABLE Application # Health Division (� ! Date Issued 77 Z�6 Conservation Division Application Fee _ Planning Dept. _ Permit Fee �/ • V Date Definitive Plan Approved by Planning Board !VICc1 Historic - OKH _ Preservation/ Hyannis Project Street Address /3���i�I �� � i Br�eeldi Al Village 4qamhfs Owner X 0_JM ]�I At,IL✓ " f d-034c1dress 1 A'A11/.Jam Telephone 0-9 - ?®f" 41OL17 Permit Request ��� ���,Yf iV,�/ )( /4rr��� ,fdJw/ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new 4 Zoning District Flood Plain Groundwater Overlay Project Valuation U® 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 P(Walkout ❑ Other Basement Finished Area (sq.ft.) /)4 2 7 Basement Unfinished Area (sq.ft) Number of Baths: Full: exist' new Half: existing new Number of Bedrooms: 2 existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil 9 Electric ❑ Other Central Air: ❑Yes Y-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 ❑4s ❑ No If yes, site plan review# Current Use G� Proposed Use ®j--r-lee_ 5ime'e- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name � y�� cons " Telephone Number ?2 V ' 72 Z * ® M/ Address k a• 40)c /� 1 License # (5 010367 Home Improvement Contractor# J Email J/feK @- 606J A. Worker's Compensation #W(C- 50D -5DA448 -),W9 A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE �/� r� �/�-' DATE FOR OFFICIAL USE ONLY T ti APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER r DATE OF INSPECTION: AL FOUNDATION f } FRAME INSULATION FIREPLACE 7 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. s r I � IMEn,.� Town of Barnstable Regulatory Services BARNSTABLE, " MUEL Richard V.Scali,Director s639• Eoret► Building Division Tom Perry,Building Commissioner 200 Main Sheet,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 I Kevin MacArthur ,as Owner of the subject property hereby authorize coast t irrm construction Inc to act on my behalf, in all matters relative to work authorized by this building permit application for: 110 Breeds NO rd,Hyannis MA 02601 (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled-or utilized before fence is installed and all final inspections are'performed and accepted. ----------------- S' nature of Owner Signature of Applicant h C 1��d Tint Name Print Aame Date SL TOAWN OF.BARNSTABLE BUILDING PERMIT APPU�fcATION Ma Parcel 4 Ave Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee -5✓l0 Date Definitive Plan Approved by Planning Board A��Y Historic - OKH _ Preservation/ Hyannis - � 1 p Project Street Address- �(Z s �Iu_ "Q)> !)8 ISD Z��c 64 I� Village Hu N N 1 S ON) IT CD . Owner i AieAAWf Address �l .1�!-��=� sJ SWbwic.f( Telephone Permit Request ).. 6u Square feet: 1 st floor: existing proposed 2nd floor: existing proposed �S Total new 7 fS Zoning District Flood Plain Groundwater Overlay 00 Project Valuation 1 �Dv 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.) / 3 3 Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing 0, new Number of Bedrooms: existing —new BUILDING DEFT Total Room Count (not including baths): existing new AA A First Floor Room Count �W��I� 112016 Heat Type and Fuel: ❑ Gas ❑ Oil Electric Li Other s Central Air: ❑Yes �LNo Fireplaces: Existing New Ex1 ting)wo"od/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 g,Yes ❑ N(o� If yes, site plan review# Current Use Off=��c� ?��'�C Proposed Use o r�e-�, S PACk APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name IOASTUOC=GiJST�vc; of') . Telephone Number dyv Address Z,©f llox 1 �1 License # CS- C)PI O Z(0�- {-PWn,)1C4-( . YAA 0,2GL1 S Home Improvement Contractor# Email f i,n��Y10. Worker's Compensation # vkc-Soo ALL C NSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE -/ FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. v ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL l6 UMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. U �I E Town of Barnstable Regulatory Services Est ARN8TABLF. 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CQ ■■ ON ■■■■.Cm���r.".' is . C� Cl■H .■■■n E . l■ ... rn ■ : ■.CW■i■r W :�rl■� nil. .■nrQ'.n■.�ln■i i; .r....■s a E a � � lni. ■t. .Winn. ■ ■ ■.r■■■■■■ C• /■o n . an ■l. ■an WC C ■ ■ ■■■ ■ an .. .. . : . . li l■■ i . . . ■ in n:■ ■■■inii� ■■ : . Caa � ■ lrlr rr■::■■ n :nr i:.i n : ■ ■. l ■■ :im nn.■n �W: ■iH■o■■■ .■■ i.i■ ■m. : .■:Qr ■ .■ . ■ ■ ■a:.■ ■ ■ .■.W■■. �■ ■ir■f ■r�i- .. .T ■. ■■ an son n �A■■ iQi:■""■"i'rQ■■ oat" .. ■ ; r.nn:�ii'rn ■ :: ■ . ■nn�■■E�i: . C ■ : :: ' MR. o ■ an 0 ■oJ. : : ::: ■.:•■■ a Ina I 2 a rnnmi■':Q :Q 'H:"' ■ ■ ■ n■ ln. ■ .■. mnwo ■ln ■■■n son: �"'' ■ l' 'i:o:i:�'Q■' ii:' TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID '314 024 A06 GEOBASE ID 31188 ADDRESS 152 BREED'S HILL ROAD PHONE . BARNSTABLE ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA f PERMIT 65123 DESCRIPTION COMCAST/5" X 64" (2) TENANT PANEL(REPL. EX) PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $50.00 BOND $.00 �TME CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE * BABNsraBr.E, MASS. 039. RFD MP'�A BUILDIN IVIS .J BY !1 DATE ISSUED 11/05/2002 EXPIRATION DATE I - Town of Barnstable THE 1p�� Regulatory Services HP �� Thomas F.Geiler,Director B" ASS.KASS' ' Building Division 9 M �Alfo 39.ta`0 Peter F.DiMatteo, Building Commissioner 367.Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Tax Collector , , 0A Treasurer ,1 Application for Sign Permit (� raj Applicant: C y �•.e/��'� C"V g Assessors No. . Doing Business As: C U P"- C Telephone No. �?cS t,C' Sign Location �h�` Street/Road: IA Zoning District: Old Kings Highway? Ye`lJ Hyannis Historic District? Yes/No Property Owner Name: �-u ti �� Telephone: Address: 164 1l� �l WLP,= Village: Sign Con actor Name: qk`_n� ' 2 Telephone: SG%- Address: 12_6 I.�I..tQS Q � Village: Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Yes/No (Note:If yes, a wiring permit is required) I hereby certify that I am the owner or that I have the authority of the owner to make this application,that the information is correct d that the use and construction shall conform to the provisions of Section 4-3 of the Town of B rn to Z g Ordinance. Signature of Owner/Authorized Agent: Dater Size: �\" (DA +' �2) .,k Permit Fee: Sign Permit was approved: Disapproved: Signature of Building Official: Date: k �a ?i At\ Sty,% at o_ 2�clS\+ �' a,.-, �.l I `Y��GcGat av� �iY i_EL,, , J a6,gfL �MOti" Signl.dor &'C' " -ty cokc 1kST rev.8131198 ,a to is Al 11" I Wilow low ON i CUSTOM WINDOW VINYL i Oct 17 02 11 : 14a owen Butt � • - r LAIC ETANO s 0�2�AT ON�TOINSTALL S'�1'G9dAPE' IIWE GIVE LAURETANO SIGN.GROUP AND OR THEIR AGENTS PERMISSION TO FURNISH AND/OR INSTALL SIGN(S) AT: Co t 110 Breeds Hill Rd Unit 6 H a ni MA 2 0 SIGNATUR F %NERI NER REPRESENTATIVE NAME ignature) NAME: —Jl� rJ rT (Please prfnq ADDRESS TELEPHONE 2- TITLE NOTE: Please provide a site plan for the installation of any exterior signage that will be required when obtaining permits. Please fax this form back to 860-583-0949. one Tr emco Drive Terryville CT 06 786 Voice; 860.582.0233/FAX: 660.583.0949 O , Entail: Lauretano@snet,net/www.Lauretano,com U C N f0 - N Ql N U O N � Ur O Q O N T� O nZ N O O Oao to fL L O O existing door closed off but not removed UP N w L F OFFICE w v b E Q OFFICE 3 9 Lower 8'ceiling, > o 16'b"ceiling room above OFFICE T b"ceiling s drop •C O O �i N zUP � 0 0 "O09 E rn � 01 � - 1st Floor Unit 6 v � � tol H DATE: 9/6/2019 SCALE: SHEET: ' Pg-1 l C N f9 O N � U O 0 N � Ur O Q O N T� O O nZ N O O d � DN 0 OFFICE LL O *. s R +Lt" •... OFFICE OFFICE ' OPEN BELOW OFFICE � L e tY ` � •� Q L 0 0 , . Ell"— DN � r `^ JID OPEN BELOW 1z a a a existing door ,^ 2nd Floor Unit 6 �* removed N -0 lu (6 "r 4'" ,.•._ � � � ED t' Ul DATE 9/6/2019 SCALE: SHEET: Pg-2 U C fd N d �U O � O� Ur O w Q Oa) m O N O O d ❑ II L L O OFFICE �N OPEN BELOY1 v N 'd (a OFFICE rn -f-- O O N z � m vi 3rd FloorUnit 6 K < w Qa :E un DATE: 9/6/2019 SCALE: SHEET: Pg-3 GENERAL NOTES CONCRETE NOTES WOOD FRAMING NOTES a memu+eY 't 1.ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING 1.CONCRETE MIXTURE,FORM-WORK,DELIVERY AND PLACEMENT SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 1.ALL FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AFPA"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", SPECIFICATIONS INCLUDING THE FOLLOWING GOVERNING STANDARDS: (LATEST EDITION),UNLESS OTHERWISE NOTED. _ AND SUPPLEMENT"DESIGN VALUES FOR WOOD CONSTRUCTION",LATEST EDITION.MAXIMUM MOISTURE CONTENT SHALL BE 19%. iri9 house,Ec P.O.-10-1 A.THE MASSACHUSETTS STATE BUILDING CODE,STH EDITION(780 CMR)AND ALL OTHER AGENCIES HAVING JURISDICTION. 2,CONCRETE MATERIALS SHALL BE:TYPE 1 OR 2 PORTLAND CEMENT,SAND AND GRAVEL AGGREGATES.CONCRETE 2.PRESSURE TREATED WOOD MEMBERS USED FOR PLACEMENT AGAINST CONCRETE OR MASONRY(SILLS,PLATES,ETC.)SHALL BE PRESSURE M.r .MllL MA07648 TREATED WITH ACQ PRESERVATIVE,OR APPROVED EQUAL,TO MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. oPh + 5a-m-2980 SHALL BE AIR-ENTRAINED PER ACI RECOMMENDATIONS.CONCRETE COMPRESSIVE STRENGTH,(F'C)IN 28 DAYS,WHEN e: �"Bnwa.n.t B.AISC"SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF STRUCTURALSTEEL FOR BUILDINGS",LATEST TESTED IN ACCORDANCE WITH AC1318-LATEST EDITION,SHALL BE AS FOLLOWS:ALL CONCRETE WORK-3,000 PSI. EDITION. 3.--POSED WOOD MEMBERS USED FOR STRUCTURAL FRAMING,DECKING,STAIRS,RAILS,BRACING,ETC.SHALL BE PRESSURE TREATED WITH 3.THE MAXIMUM CONCRETE SLUMP FOR FOUNDATION WALLS,FOOTINGS,PIERS,ETC.,SHALL BE 4".THE MAXIMUM ACQ PRESERVATIVE,OR APPROVED EQUAL,TO MINIMUM DETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. C,ACI"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE."(ACI 318-08) CONCRETE SLUMP FOR SLABS SHALL BE 3".EXCEPT FOR NON-EXPOSED INTERIOR CONCRETE SLABS ON GRADE AND SEAL INTERIOR DECK SLABS.ALL CONCRETE SHALL BE AIR ENTRAINED TO 5%(+/-1%). 4.ALL CONNECTORS,CONNECTIONS,FASTENERS,ETC.USED TO SECURE ACQ PRESSUE TREATED LUMBER SHALL BE TRIPLE ZINC COATED HOT D.THE CODE FOR WELDING IN BUILDING CONSTRUCTION BY THE AMERICAN WELDING SOCIETY(AWS 131.1) DIPPED GALVANIZED OR STAINLESS STEEL. E.THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(NDS),LATEST EDITION. 4.ALL MIXING,TRANSPORTING,PLACING AND CURING OF CONCRETE SHALL BE DONE IN ACCORDANCE WITH THE S.THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE.ALL LUMBER SHALL BE GRADE Y u��EM$EN RECOMMENDATIONS OF THE CURRENT AMERICAN CONCRETE INSTITUTE SPECIFICATIONS AND GUIDELINES. STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE KILN DRY. s GNa�5m? 2.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS,ROOFS,WALLS AND S.NO SLAB-ON-GRADE IN FI ILLS HAVE BEEN DESIGNED FOR BUOYANCY UPLIFT FORCES DUE TO GROUNDWATER OR ALL WOOD WALL FRAMING(STUDS,SILLS,PLATES,BRIDGING,BLOCKING ETC.SHALL BE 2z6 SPF#2 OR VERSA-STUD 1.7 2650 AS MANUFACTURED BY ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. FLOODING. BOISE CASCADE.VERSA STUDS AND COLUMNS SHALL HAVE A MINIMUM ALLOWABLE FIBER BENDING-STRESS Fb=2,650 PSI,AND MINIMUM AXIAL s �, COMPRESSIVE STRENGTH Fc=3,000 PSI;AND MINIMUM MODULUS OF ELASTICITY(E)=1,700,000 PSI.SIZE OF STUDS PER PLAN SPECIFICATIONS. 3.ALL CONSTRUCTION IS TO CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE AND ALL APPLICABLE PRODUCT AND 6.ALL GROUT SHALL BE NON-SHRINK AND NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI. oNu�76 DESIGN STANDARDS.ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS DOES NOT INFER THAT THE CONTRACTOR IS THE MAXIMUM APPLICATION THICKNESS OF GROUT UNDER COLUMN BASES SHALL BE 1XV. 6.LUMBER WHICH IS SPLIT,CRACKED,NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL BE IMMEDIATELY REJECTED AND NOT ALLOWED RELIEVED FROM THE STATUTORY CODE REQUIREMENTS. FOR USE,UNLESS OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. 7.REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM A615,GRADE 60,EXCEPT WHERE 4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND STANDARDS FOR NOTED.ALL REINFORCING BARS WELDED TO A STEEL SECTION SHOULD BE OF WELDING GRADE 40.RUSTED BARS WILL 7.THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE.ALL LUMBER SHALL BE GRADE MATERIALS,TESTS,AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS USTEDTHE MASSACHUSETTS BUILDING BE IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED AT NO ADDITIONAL COST. STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE SURFACE DRY: CODE. 8.DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI PUBLICATION DIMENSIONAL LUMBER(FOR NON-EXPOSED MEMBERS): 5.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK.ANY 315 AND CURRENT CRSI SPECIFICATIONS,LATEST EDITIONS. -FLOOR JOISTS&BEAMS: #2 SPRUCE PINE FIR: FB=875 PSI,E=1AE6 PSI Q DISCREPANCY BETWEEN WHAT IS SHOWN ON THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO -STUDS:#2 SPRUCE PINE FIR: FC=1150 PSI,E=1AE6 PSI THE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. 9.UNLESS OTHERWISE SHOWN ON THE DRAWINGS,REINFORCING STEELSHALL BE PLACED TO PROVIDE THE -TIMBERS AND POSTS:#2 SPRUCE PINE FIR(SX5&LARGER): FC=500 PSI,E=1.OE6 PSI FOLLOWING MINIMUM CONCRETE COVER: 6.OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT ALL BE SHOWN ON THESE DRAWINGS.THE GENERAL BOTTOM OF FOOTINGS 3" 8.EXPOSED WOOD FRAMING SHALL BE SOUTHERN PINE,GRADE NO.2 OR BETTER AND PRESSURE TREATED. CONTRACTOR SHALL DETERMINE REQUIRED OPENINGS FOR MECHANICAL OR OTHER PURPOSES AS HE SHALL PROVIDE FORMED SIDES OF FOOTINGS 2" ADDITIONAL FRAMING AND REINFORCING STEEL FOR ALL OPENINGS WHERE REQUIRED.THE GENERAL CONTRACTOR SHALL FOUNDATION WALLS 1'f2" 9.ALL LAMINATED VENEER LUMBER(LVL)TO HAVE A MINIMUM ALLOWABLE BENDING STRESS(FB)OF 2,600 PSI.THE MINIMUM ALLOWABLE VERIFY SIZE AND LOCATION OF ALL OPENINGS.ANY DEVIATION FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS SLAB ON GRADE 2"BELOW TOP SURFACE COMPRESSION STRESS(FC)PERPENDICULAR TO THE GRAIN SHALL BE 750 PSI.THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY(E)SHALL BE SHALL BE BROUGHT TO THE ENGINEER'S IMMEDIATE ATTENTION FOR REVIEW. 1,900,000 PSI.INSTALL LVL'S IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.REFER TO FRAMING PLANS FOR HIGHER 7.FOUNDATIONS,FIRST FLOOR AND ROOF FRAMING HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS: 10.COLUMN ANCHOR BOLTS ARE TO BE FURNISHED AND INSTALLED ACCORDING TO DESIGN PLAN.ALL COLUMN STRENGTH LVL MEMBERS,IF NOTED,WITH ALLOWABLE BENDING STRESS(Fb)OF 3,100 PSI,AND MODULUS OF ELASTICITY(E)OF 2,000,000 PSI A.GRAVITY LOADS: ANCHOR BOLTS SHALL BE SET BY TEMPLATE. (VERSA-LAM BY 801SE CASCADE). -2ND FLOOR LIVE LOAD(OFFICE USE)=80 PSF 11.ALL CONCRETE SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS COMPLETED.PROVIDE PROPER CONCRETE 10.DETAILS OF WOOD FRAMING SUCH AS NAILING,BLOCKING,BRIDGING,FIRESTOPPING,ETC.SHALLCONFORM TO THE LATEST EDITION OF THE PROTECTION OR HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH ALL NATIONAL DESIGN SPECIFICATION(AFPA),THE TIMBER CONSTRUCTION MANUAL(AITC), CURRENT ACI CODE OF STANDARD PRACTICE SPECIFICATIONS AND GUIDELINES. B.WIND LOAD[=CONTROLLING LATERAL FORCE)(PER MASS.BUILDING CODE AND ASCE7-05): 11.ALL ENGINEERED LUMBER PRODUCTS SHALL BE AS MANUFACTURED BY WEYERHAUESER,BOISE CASCADE,LOUISIANA PACIFIC CORPORATION w WIND SPEED=115 MPH; 12.ALL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE TO THE PROPER RADII ESTABLISHED BY THE ACI. OR APPROVED EQUAL c -EXPOSURE"B" UNDER NO CIRCUMSTANCES SHALL HEAT BE APPLIED TO THE BARS TO OBTAIN BENDS. -BUILDING CATEGORY II=>IMPORTANCE FACTOR=1.0 12.USE FULLY NAILED METALCONNECTORS(USP,SIMPSON,OR EQUAL),JOIST,OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER 13.ADDITION OF WATER TO CONCRETE MIXES ATTHE SITE IS NOT ALLOWED EXCEPT FOR SUPRERPLASTICIZED MIXES, JOISTS OR BEAMS.PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS.REFER TO FRAMING PLAN FOR CONNECTOR TYPES. S.NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECT THE AND ONLY IN ACCORDANCE WITH THE MANUFACTURER'S MIX DESIGN SPECIFICATIONS. STRUCTURAL DESIGN. 13.ALL NEW PLYWOOD SHEATHING SHALL BE APPROVED BY THE AMERICAN PLYWOOD ASSOCIATION(A.P.A.) AS STRUCTURAL SHEATHING Z 14.ALL CONCRETE SHALL BE READI-MIXED AT PLANT COMPLYING WITH ASTM C94 AND ASTM C1116.SITE MIXING IS MATERIAL NOT ALLOWED. 14.ALL WOOD PRODUCTS SHALL BE STORED IN A DRY LOCATION.ENGINEERED LUMBER PRODUCTS WHICH ARE NOT KEPT DRY WILL BE 15.CHAIR BARS FOR SECURE PLACEMENT AND POSITIONING OF REINFORCING STEEL IS TO BE PROVIDED. REINFORCING IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST. SUPPORTS SHALL BE OF PROPER HEIGHT,LENGTH,SPACING,SIZE AND MATERIAL TYPE;IN NO CASE SHALL BRICK, _ WOOD,OR OTHER NON-CONFORMING REINFORCING STEEL SUPPORTS BE USED. 15.IN NO CASE SHALL101STS,RAFTERS,BEAMS,POSTS,STUDS OR ANY OTHER FRAMING MEMBER BE CUT,NOTCHED,DRILLED,OR OTHERWISE O V FOUNDATION NOTES MODIFIED WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR SPECIFIED ON THE DESIGN DRAWINGS. 1.ALL FOOTINGS SHALL BEAR LEVELATOP UNDISTURBED OR PROOF-ROLLED,ACCEPTABLE SOIL OR COMPACTED p h STRUCTURAL FILL,HAVING A MINIMUM ALLOWABLE BEARING CAPACITY OF 2,000 LB PER SQUARE FOOT.ACCEPTABLE Lu MATERIALS ARE CONSIDERED TO BE PROOF ROLLED EXISTING GRANULAR FILL. CC 2.-SUBSOIL BEARING STRATA SHALL BE FREE FROM ALL VEGETATION,LOAM,AND ORGANIC MATERIAL.ALL.SILT,FILL, - Q TOPSOIL,AND OTHER UNACCEPTABLE SOIL MATERIALS SHALL BE EXCAVATED AND REMOVED FROM THE SITE AT ALL FOUNDATION AND SLAB-ON-GRADE LOCATIONS.SPECIFIED STRUCTURAL,COMPACTED FILL SHALL BE SUBSTITUTED AT THESE p LOCATIONS. Nce- � U 3.IF BEARING MATERIALS(OTHER THAN THOSE DESCRIBED ABOVE)WITH A LOWER ALLOWABLE BEARING CAPACITY THAN h 2,000 LB PER SQUARE FOOT ARE ENCOUNTERED,THE UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITH Z @j SUITABLE MATERIAL AS SPECIFIED AND APPROVED BY THE STRUCTURAL ENGINEER. 4.ALL FOOTINGS SHALL BE PLACED ATOP PROOFROLLED ACCEPTABLE SOILS OR COMPACTED STRUCTURAL FILL COMPACTED - TO 95%MODIFIED PROCTOR DENSITY,AFTER REMOVAL OF UNSUITABLE MATERIALS.BACKFILL UNDER ANY PORTION OF THE i , O BUILDING FOUNDATIONS SHALL BE COMPACTED IN 6"TO 8"LIFTS OF 95%MODIFIED PROCTOR DENSITY. � Z S.THE STRUCTURAL ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS.CONTACT _ H THE E.O.R.PRIOR TO FOOTING CONSTRUCTION TO ALLOW REVIEW AND APPROVAL OF EXISTING SITE SOIL CONDITIONS,OR ENGAGE A LICENSED GEOTECHNICAL ENGINEER FOR VERIFICATION OF SUFFICIENT BEARING CONDITIONS. r x 6.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 EXCEEDING 12 INCHES THICK FOR SELF-PROPELLED VIBRATORY ROLLERS,AND 8 INCHES FOR VIBRATORY PLATE _ COMPACTORS.STRUCTURAL FILL SHALL BE PLACED WITHIN THE FOOTING-BEARING(1H:1V)ZONE AND BELOW ALL SLABS. + w car SIEVE SIZE STRUCTURAL FILL*(PERCENT PASSING BY WEIGHT) 8" 100 3" 70-100 BUILDING `•'I 44� 3/4" 45-95 LDING pEPT S NO.4 30-90 NO.10 25-80NO.40 10-50 MA O•v d t NO.200 0-12 Y 1 2 1/n� *NOTES: THREE INCH MAXIMUM PARTICLE SIZE WITHIN 12 INCHES OF SLAB GRADE. 1 uuE. AS NOTED DATE: 0212 312 61 6 DEMNEDBY: U "OWN OF BARNSTABLS DBAWNBY: Li 7ROWC ING14005 l S-1 FOR CONSTRUCTION o ➢AGE 1 OF 2 , + + sUaC gn edBa l- • • NEW FLOOR FRAMING NOTES: inghouse,PO L SHEATH FLOOR W/r."THK APA RATED,T&G,PLYWOOD SHEATHING,NAIL W/BU ANNULAR P.D.Bm 102 PINGNAILS®6"O.CATALLPANELEOGESANDINFIELD,WP.NAILW/8DNAILSAT 3"O.C. Men Mille,MA02648 ALONG AULLVL PERIMETER LEDGERS,TYP.PROVIDE CONSTRUCTION ADHESIVE AT ALL phone;6083212980 AEMAINOfft Of EXISTING BUIIDINGBUNIT NOT SHEATHING TOFRAMING CONTACT 5URFACESTOMINIMIU SQUEAKING. v b: wwwinBhouoa.n•t SHOWN INTH15 PARTIAL PLAN 2. ALL STHI GIRDER DER TO ALLOW ORHAYJOIST SLOW THE BOTTOM OF NEW SUBFLDOq SHEATHING,IN ORDER TO ALLOW f00.FLOOR JOIST SHRINKAGE. EXISTING CMU WALL EMSTING FLOOR MISTS(2ND FLOOR( PROVIDE NEW ACCESS DOOR TO NEW 2ND FLOOR EXISTING FRAME WALL TO REMAIN MLA FROM END OF EXISTING HALLWAY. 3. FOLLOW ALL CODE REQUIREMENTS FOR STAIR CONSTRUCTION&COMPONENTS SEAL: OFNEW ___ 0. AACD BEARING NBOTT BOTTOM EBEAMSWPACKED OUT TIMBER W/FLANGE ENDS, LVL LEDGER.SEE PLAN W0.512E AND \ AND BEARING ON BOTTOM FLANGE.CONNECT PACKED OIIT TIMBER VIA.iS"OM.ASFM A307, HOF CONNECTION TO CMU WALL GIV A'THRU BOLTS STAGGEREDAT LT"O.C.,TW. 9-4 ARG JE NEWY•"THK PLYWOOD FIO00. ' 2 8M y NSEN SHEATHING V STRUCTURAL LEGEND&KEYNOTE$'. N4.SOBOZ 7R JOISTS,SEE PLAN 1w 11%"LVLLE ER ® ® IV, t„PN P09T BELOW WALL BELOW SE. 2 T -——-FULL DE SCUD BLOCKING®8'-0"O.C.(MAX.SPACING( ��eM W/ENGINEEED R LUMBER,E.G.ISL lVi,H1015T S-2 � 0 54"X SY"VERSA-LAM L$(2750)ENGINEERED WOOD COLUMN: 97 T A.)CONNECT TOP OF EACH POST VIA.12).SIMPSON"H2.SA"HURRICANE CUPS TO _.. .4 5 — — -- — — — — -- — — — -- _ — •+ THE LVL BEAM, NEW Kg THK SHEETROCK ON�" f 44 C. A.)WNNECF THE BOTTOM Of EACH POST NA(2)•SIMPSON RPBZ RETROFIT POST ^� BASES,CONNECT EACH BRACKET VIA(2)-3/8"ANCHOR BOLTS TO CONC.MN W/8" MA%. -- STRAPPING,TYP. T:�P Y>�0 Di�U ss00 T MIN.fMBEDMEM DEPTH.E.G.VIA.HILTI HY2DO DRILL&EPDXY ANCHORS 8" ` IST p ?: S-Y CONNECF EACH BRACKET VIA.(2)'i/4'x3 SDS SCREWS TO POST,TYP. Z 6 b ATTACH LVL LEDGER VIA.f6I LONG LEDGERIAK SCREWS®18"O.0(gY fASTENMASTEIO,fASTEPo O NTC—.MkR OFEXISTNG Di aluoa,wNlveti SCREWS W/ 2"EDGE DISTANCE(TOP&BOTTOM(AND SPACING,TV. FRAMING SECTION (3)L "%1�"H 319"%1�"Vl SIMPSON"M1U23]/11"FACE MOUNT HANGER,NAIL FACE WITH(2D)-10dt1.5 AND JOIST W/(2)SO,EJO.S,ALL COMMON WIRE NABS(0.148"NAIL SHAFT DIAMETER),TYP. CONNECT..A5LVLBEAM.'W THA '" CONNECTOVI GR:'"tHR , I- BODIA.TAGG AE GR."A"O.0 ( YL^D1A.ASTM 307 GR:'A"THRU L 4 AC D E T 2 BOLTS STAGGEFIEDAT I6"O.C., BOLTS STAG GERE6 AT IV O.C., A.MASONRY WAlLV .y"DIA."TAPCON"(BY BVILDF%)MASONRY SCREWS 2"EDGE DIST,TOP&BOTT. T 2"EDGE DIST.TOP&BOTT. STAGGERED AT$"O.C.,PROVIDE 1"MIN EMBEDMENT INTO CMU BLOCK,TYP. END NAIL PLYWOOD OOR SHEATHING TO OUTER UVL PLY W1 Od @ 3"D.C., 1'6" 1 THN.C^.NC FTG%REINF. b TYP.,CONSTAUCf 2K FRRAME WALL ATOP LVL BEAM TO ENCLOSE NEW OFFICE NEW V-0'k2'A"x12" NEW 3'-04)"K 11"THK,OCNC FTG.,RE IMF. W)MBARS�9"O.Q SPACE(BY OTHERS(. WK.CONC.FTG„REIN F. W/458AAS 08'O.C.9A.WAY,3"UP FROM EA WAY,3"UPFRONT W/AS BARS®8"O.Q BOTTOM,(6)FOOTINGSTYP. 801TOM,NT INTO EA WAY,3°UP FROM CUT INTO EAST.IST FLOOR S.O.G. EXIST.ISTFLOOR S.O.G. BOTTOM,CUT INFO EXIST.LSTFLOOR S.O.G. REFERENCE ELEVATION&TYP.ELEVATIONS: EXISTING WOOD FRAMED WALL W/EXIST. THE REfE11ENCE ELEVATION HAS BEEN SET TO 100'O"AT THE TOP OF(T.O.)EXISTING SST FLOOR Q SHEETROCK FINISH CONCRETE SLAB ON GRADE. C FS PROPOSED 2ND FLOOR T.O.PLYWOOD SUBPLOOR REF.ELEVATION•108'il" LVL LEDGER SEE PLAN FOR SIZE AND CONNECTION TO STUD OF WOOD EXISTING BOTTOM OF(B.O.)SHEETROCK CEILING OF EXIST.TRUSS ROOF SYSTEM FRAMED WALL REF.ELEVATION• NEWY"THK PLYWOOD FLOOR NOTE:THE MINIMUM BLDG.CODE REQUIRED FINISHED CIA HEIGHT FOR OCCUNABLE SPACE IS j SHEATHING FLOOR JOISTS,SEE PLAN I o _ F d o E^ NE W Vs"T11X.SHEETROCK ON Ye" Lu STRAPPING,TYP. Q ce ST 0A Q O Z O N LJ m O Z = U FRAMING SECTION Z..GISTFLOOR N w 2 Sale:1°mil'-o" OFFICE SPACE L/1 Q Z v o z z CS 0 2914"t CC Q ENGINEERED WOOD COLUMN 8 W Fly CONNECTION TO FOR,SEE PLAN L COL,fTG. �] _ SAWLi1TEXISTINGS.O.G.,POURNFWfTG.FLUSHW/EXIST.SLAB ON GRADE,TYP, PROPOSED 2ND FLOOR FRAMING PLAN/ FDN BELOW @ SOUTHERN SIDE OF UNIT IN EXISTING BUILDING H � 1 SEE PLAN FOR M.REINFORCING Smle:1/4"ml'-0" � �� I` 2"CLR `• U u TYP. 0 12'THICK CoNc FOOTING,REFER TO SCALE' AS NOTED PON PLAN FOR SIZE AND REINFORCING - _ Qgh: 021131z0I6 DESIGNED BY: IJ 1 y�� i`i�...�:�. 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