HomeMy WebLinkAbout56 Harrison Road Notice of Intent Town Clerk Stamp I
oa� ra�� TOWN OF BARNSTABLE Planning 8. I
_ Development Department Barnstable a. APR '22uMm°_ '
e� Historical Commission `11<NSTAB!_E TI]W64 tt
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NOTkC4E OF INTENT TO DEMOLISH A SIGNIFICANT BUILDING
Date of Application 4ecc I r` a pg ❑ Full Demotion Z Partial Demolition
Building Address: S� J� � � 14✓� LiSc� .� Srl
Number Street
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.gfl ��4 it �� ' it ,{ r o a 4 3d Assessor's Map # t Assessor's Parcel # 0 7
village ZIP
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Property Owner: 44 Un 5;' 17 l l t 1
�/"' Phone#
Property Owner Mailing Address (if different than building address) y� tJ �1/e K�g' bP/Z/ZU /4lX / '7bD�liZ1' IU ✓�
Piupwty Ownere-m�atraddness. iMrlod\Ctu { ,� �j r11rHi� COO
Contractor/Agent: 2 ( S co
Contractor/Agent Mailing Address:
Contractor/Agent Contact Name and Phone #: cvlu, + Uy-k-4, �FC,% E 57 - c; UOQ
Name Phone #
Contractor/Agent Contact e-mail address: C W C0 \ 660 \ 0 (" (Ei fV m A- : ( Co v,6
Demolition Proposed - please itemize/all chanc
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tA .4c ) /t Ty Y��c / '1 s (rU4 7 i 6r� ( P /lift - ���
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Type of New Construction Proposed : 64j cep
Provide information below to assist the Commission in making the required determination regarding the status of the
Building in accordance with Article I , § 112
Year built: Additions Year Built:
Is the Building listed on the National Register of Historic Places or is the building located in a National Register District?
No Ye Q
Pibpe Owner/Agent Signature
BHC NOID 2018. doc
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Date: i V
Additions &4 Renovations to the �— ^
Rev: 49 DONANUIIIE RESIDPNC� L
CRev: 29 Decem6" 2011 56 yyarm n Road
Cents elle. MA. stiU 2 of ,
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Issued F' Permitting ` A A
Date: \ ;6jJibens & Renovat ens to the
Rev. DONA�IUI- RESIDENCE A- 3
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R: 29 De ember 7o2l 356 IAar n Reaa
Cente ille, MA. Skt.: 5 of 7
2. POOTIN65 SHALL BE CARRIED 10 ALL PLYWOOD SHALL BE APA 0
GENERAL TO LONER ELEVATION THAN SHONN 4, CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM G 90. PERFORMANCE RATED PANELS CONFORMING SHEARWALL HI SCHEDULE u
ON THE DRANIN65 IF REO.UIRED TO TO THE FOLLOWING MINUMUM REQUIREMENTS
I. STRUCTURAL DRAWINGS ARE REACH PROPER BEARING CAPCITY. FOUNDATION HOLDDONNS E ANCHOR BOLTS 6
TO BE USED WITH THE ENTIRE 5. CONCRETE BRICK SHALL CONFORM A. FLOOR-5TURD-I-rLOOR TEG, EXPOSURE I,
3. WALL5 ACTING AS RETAINING NALLS a
SET OF DRAWINGS, TO ASTM 655. 3/4°, SPAN. RATING Ib".
HALL NOT BALL SUPPORTING
D. NITHWT
BRACING UNTIL ALL SUPPORTING 501E B. WALL 5HEATHING-EXP05JRE I, V2• HDU5 HDUS-SD52,5 W/ 5Si524 518 DIAMETER ANCHOR BOLT -�
2. ALL SAFETY REGULATIONS 6 5LA85 ARE IN PLACE E AT b. GROUT SHALL. CONFORM TO THE SPAN RATING 16". N/ CNW 5/8" COUPLER NUT BETWEEN 557824 4 5/8"
ARE TO BE STRICTLY FOLLONED, ADEQUATE STRENGTH. REQUIREMENT5 OF ASTM G 146 E THREADED ROD INTO HOLDDOWN. POSITION 55T824
METHODS OF CONSTRUCTION d - SHALL HAVE A COMPRG
E551VE Al ANCHORMATE TO FORMNORK PRIOR TO CONCRETE t
ERECTION OF STRUCTURAL MATERIALS 4. COMPACT ALL FILL UNDER FOOTINGS STRENGTH OF 3000 PSI . . ROOF SHEATHING-EXPOSURE I, 5/5", POUR FOR CORRECT PLACEMENT. O w
SPAN RATING Ib .
15 THE CONTRACTORS RESPONSIBILITY. d 5LA85 TO THE 5PEGIFIED DENSITY "
4 VERIFY. 1. VERTICAL E BOND BEAM HDU5 HDU5-5D52:5 N/ 55TB28 1/8" DIAMETER ANCHOR BOLT -6
3. THE CONTRACTOR 15 RESPONSIBLE REINFORCEMENT SHALL CONFORM DESIGN CRITERIA NU 011/60 COUPLER NUT BETWEEN 55TB28 4 1/5" y"+
FOR DISSEMINATION OF ALL STRUCTURAL STEEL TO THE RE00IREMENT5 OF A5TM A615, THREADED ROD INTO HOLDDONN POSITION 5ST828
REVI51ON5 d REQUIREMENT5 TO APPLICABLE BUILDING CODE Al ANGHORMATE TO FORMWORK PRIOR TO CONCRETE
THE SUBCONTRACTORS, 8, MORTAR SHALL CONFORM TO THE MASSACHUSETTS 9TH EDITION POUR FOR CORRECT PLACEMENT.
I. DESIGN, FABRICATION d ERECTION -
SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF ASTM G 5.
AND SHALL BE TYRE M OR 5. J
4. REASONABLE DARE HAS BEEN THE AISG SPECIFICATION FOR 2. DESIGN WIND SPEED: 136 MPH HDUI4 HDUI4 SD52.5 WJ SBIX30 1" DIAMETER .ANGHOR BOLT
TAKEN IN THE PREPARATION OF STRUCTURAL STEEL FOR BUILDINGS, q, QUALITY A55URARCE TESTING 8 EXP05URE 61 1 -1.01 6= +/�O.IB N/ GNN I" COUPLER NUT BETNEEN 551X30 $ In W
ALL DRAWINGS AND SPECIFICATIONS. LATEST EDITION. IN5PE6TION SHALL BE PERFORMED THREADED ROD INTO HOLDDONN WITH HOLDDOWN
HOWEVER THE ENGINEER DOES NOT IN ACGORDANGE WITH THE ATTACHED TO 8X6 POST. POSITION 5131X30 N/ ----FF 0
GUARANTEE AGAINST HUMAN ERROR 2. STRUCTURAL SHAPES SHALL CONFORM REQUIREMENT5 OF AGI 53OVA5GE b/55. STRUCTURAL OV516N CRITERIA ANGHORMATE TO PORMNORK PRIOR TO CONCRETE -1-
4 FOR THAT REASON IT 15 IMPERATIVE TO THE FOLLOWING: POUR FOR CORRECT PLAGEMENT. P
THAT THE GONTRAGTOR SHALL CHECK C!
ALL DIMENSIONS d DETAILS E MUST A. NIDE FLANGE MEMBERS ASTM FRAMING LUMBER E CONNECTORS - FIRST FLOOR 40 PSF LL p
VERIFY ALL GONDITION5, DIMENSIONS, A992 GRADE 50: 10 Pyr DL yF 0
d ELEVATIONS AT THE 517E ALL G I, ALL FRAMING LUMBER SHALL BE - SECOND FLOOR 40 PSP LL \I• ji
To OD
DISCREPANCIESHATTENTION
SHALL BE BROUGHT B. CHANNELS 4 ANGLES ASTM A36. KILN DRIED 19% MAXIMUM M015TURE 10 PSF OL CONNECTION TO CONCRETE FOUNDATION c
TO THE ATTENTION OF THE ENGINEER CONTENT. LUMBER SHALL MEET 0
G. H55 ROUND E RECTANGULAR TUBES AS A MINIMUM THE FOLLOWING ATTIG/5TO. 20 PSF LL In
5. THE CONTRACTOR SHALL SUBMIT TO ASTM A 500, GRADE B FY=46 K5L DESIGN VALUES FOR 5PRUGE-PINE-FIR: 10 P5F DL FOUNDATION SILL PLATE CONNECTION TO GONCRETE:
COMPLETE SHOP DRAWINGS FOR - ROOF 65L 30 P5F 5L f'
ALL CONCRETE REINFORCING, ALL 3. ALL GALVANIZING SHALL CONFORM A. 2X STUDS CONSTRUCTION GRADE 10 P5F DL I
STRUCTURAL STEEL, d BOTH TO ASTM A 123. FB=800, FV=65, FG=150 5!13" DIAMETER ANCHOR BOLTS B 36 ' O.G. (24" O.G. AT GARAGE)
CALCULATIONS d SHOP DRANIN65 - EXT. HALLS/STOR. 100 PLF DL Q
FOR ALL MANUFAGTURERED LUM13ER B, 2X J015T5/RAFTER5 NO. GRAPE NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE 5/8" DIA. F2
PRODUCTS E THEIR CONNECTORS 4 BOLTED CONNECTIONS SHALL BE WITH FB=1150, FV=10 - - INT. AAL L5/5TOR.. 80 PLF DL A30T STEEL ANCHOR BOLTS N/ 3" X 3 X I!4" PLATE WASHERS
FOR REVIEW PRIOR TO FABRICATION. HIGH STRENGTH BOLTS IN ACCORDANCE 4p N/ 1" MINIMUM EMBEDMENT INTO CONCRETE.
- DEOKS/PORGNES L PSF
WITH THE SPECIFICATION FOR G. P05T NO. I GRADE FB=800, 0
CONCRETE STRUCTURAL JOINTS USING A5TM A 325 FV=65, FG=6"15 V
OR A 490 BOLTS. y
1. ALL GONGRETE WORK AND MATERIALS 2. ALL FASTENING OF FRAMING, 0.
SHALL COMPLY WITH THE SPECIFICATIONS 5. ANCHOR BOLTS SHALL BE ASTM A 301. PLATES, SILLS, SHEATHING d Z
FOR STRUCTURAL GONGRE7E FOR BUILDINGS OTHER WOOD MEMBERS SHALL
(AGI 301-8q), 6. WELDS SHALL BE MADE BY OPERATORS BE IN ACGORDANGE KITH THE ca"ro' `nx rass
CERTIFIED BY THE STANDARD DETAILS SHONN E MINIMUM WOCF
2. ALL CONCRETE SHALL HAVE A 28-DAY QUALIFICATION PROCEDURE OF THE REQUIREMENT5 OF THE _ m - ee<x INC
COMPRF551VE STRENGTH OF 3000 P51, AMERICAN WELDING SOCIETY. MASSACHUSETTS STATE BUILDING xn� rr
NITH MAXIMUM INCH AGGREGATE 8 CODE ATH EDITION. o "''` -i0qZ Li
MAXIMUM 6% AIR ENTRAINMENT FOR 1. WELDING SHALL BE IN ACCORDANCE CZ
EXTERIOR CONCRETE EXPOSED TO WITH THE AN5 DLI GODS FOR WELDING 3. CONNECTORS 5HONN ARE A5 T r..=e-xaLmr neo n Q
MOISTURE. IN BUILDING CONSTRUCTION. MANUFACTURED BY SIMPSON m r 2.ieD W 5
STRONG-TIE GO. ING. SUBSTITUTIONS �mnthusx• �arRp
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3. ALL REINFORCING STEEL 914ALL BE 8. CONNECTIONS LOT DETAILED SHALL 13Y T BE APPROVED IN WRITING pJ a 8
DEFORMED BARS OF NEW BILLET STEEL BY THE ENGINEER. INSTALLATION s w . sr o e
BE DESIGNED FOR THE LPA05 5HONN OF ALL GONNL-GTOR5 SHALL BE TW M rcoe-wvaor �a Q=
GONFORMIN6 TO ASTM A 615 GRADE 60. ON THE DRAWINGS OR FOR LOAD5 IN STRICT AGGORDANGE NITH THE �s n�=-x� �mr a io2 eux H.v cc o o
GIVEN M THE STANDARD LOAD THE MANUFACTURER5 INSTRUCTIONS ei.a�ru�s s= s„u ox .a= .ure noe-r..,�ni e.4n aur s
A - TABLES OF AISG FOR THE SPAN. EMPLOY ALL REQUIRED C ` o
. E MUST E P DY R
. CONCRETE COVER OF REINFORCING BARS
8 STRENGTH EDIFIED. e.� ar< oieaeR mK=-"www - eux .�nsr W
SECTION _ $ , REN . TH SP FASTENERS.SHALL BE AS FOLLO'N5: � im
Lco.,cF .o sao reR .rnsr �.
A. 3" AT CONCRETE PLACED DIRECTLY q, ELEVATIONS NOTED A5 "TOP OF STEEL" 4. ALL CONNECTORS SHALL BE °-f9f
AGAINST EARTH. RErER TO THE TOP FLANGE OF ROLLED HOT DIP GALVANIZED. aI-L OR 7-16P Vw
B. 2" AT ALL OTHER LOCATIONS. SECTIONS,
5 INSTALL ALL CONNECTOR FASTENERS --
5. NO HORIZONTAL CONSTRUCTION JOINTSMASONRY BEFORE LOADING THE JOINT.
OR n� sp . 164 OC IMP rol> impse 61 � Y
ARE ALLOWED, UNLE55 SPECIFICALLY aR T^ E °
SHOWN ON THE DRANIN65 OR ALLONED b. SPLIT WOOD 15 NOT ACCEPTABLE � e _ � ,�
W
IN ITIN5 BY THE ENGINEER. I MASONRY CONSTRUCTION SHALL FOR ANY CONNECTION. m
CONFORM TO THE REQUIREMENT5 U
6. OF 5PECINCATIONS FOR MASONRY Aw+u xe�c ov
4m`�PO"essnr"` STRUCTURES (AGI 530.1/A5CE 8.88), 1. ALL EXPOSED FRAMING MEMBERS _
IT STRENGTH OF MASONRY F'M=1500 P5L SHALL BE TREATED PER AAPA (n
a, 02/Oq GGA 0.25 4 MEMBERS IN vwi „:xs
GONTAGT WITH SOIL SHALL BE wummmr� = rao 1-- [-
0') 0
[2. VERTICAL REINFORCING OF MASONRY TREATED PER ANDA 623/G24
07 w 20. WALL5 SHALL BE AS INDICATED ON GGA 0,80, .UJB 51TE FABRICATIONS
2` THE DRANIN65. ALL GORES OF COTS d BORES SHALL BE TREATED IN s m c m - i s`° J Z
MASONRY UNITS SHALL BE FILLED ACCORDANCE WITH ANPA 5TD. M4. 2xs2• m eio
FOUNDATIONS WITH GROUT. REINFORCING BAR
LAPS SHALL BE 2'-b" MIN. � �� 'a `oo` � crisp u o_
1. THE ALLOWABLE PRESUMED 501E 8. ALL MANUFACTURED LVL WOOD FRAMING � u+s LU) a
BEARING GAPAGITY 15 3000 P5F, 3, HORIZONTAL JOINT REINFORCING MEMBERS SHALL HAVE THE FOLLOWING Z
NHICH 15 TO BE VERIFIED IN THE FIELD FOR MA50NRY SHALL BE EQUAL PHYSICAL PROPERTIES A5 A MINIMUM:
BEFORE CONSTRUCTION. TO DUR-O-NALL TRU55 MANUFAGTERED E=2.0X106 P5I., FB=2800, ry= 240.
Issued for R d COATED FOR CORROSION PROTECTION
rew WITH WIRE CONFORMING TO A5TM A b2 eELD
Opt Ir. IN AGGORDANGE WITH A5TM A 153, q ALL FLOOR JOISTS SHALL BE AS
R �� n GLASS 5-2 ALL WIRE SHALL BE MANUFAGTURERED BY B015E CASCADE d I Addftioni Ey Renovations to the -
rc ,>g�e�xm x-sem q GAGE MINIMUM PROVIDE MINIMUM E AS SIZED ON THE DRANIN65. ALL �n`aw i DONAHUE RESIDENCC
Q Dece LAP OF 6" d USE PREFABxIATED T5 FASTENING, BEARING, BRACING E 1 56 Harrison Road
Rev: 2 "'6e" 2021 OR CORNER SECTIONS AT ALL STIFFENING SHALL BE IN STRICT ACCORDANCE tea/ "
WALL INTERSECTIONS NITH THE MANUFACTURERS REQUIREMENT5. I Cent; , !Ile, MA. sbu 4 of 7
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m - WOOb P05T UP AND DpNM
((3) 2X65 AT ALL EXTERIOR WALLS)
x - WOOD POST UP - ALL WINDOW HEADERS TO BE (3) 2X6'5 Ig 4
W( 1(2" PLYWOOD UNLESS NOTED
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BEARIN6 WALL BELOW - SEE 51 RUGTURAL GENERAL NOTES Q Z a 2
AND TYPICAL DETAILS FOR OTHER I
REQUIREMENTS. JJ
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issued For Rermitt'mg (REFER TO 5TRUCT. DETAIL5) 4 (n i
Date: . .'.. v
I Additiees & Renovations to the
Rev: , _________ - WALL ABOVE DQNANUE (2ESID NC S m 2
gRe.,. wDecem6crI7mi 56 Parrnoo Road
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(3) 2X4'5 OR (5) 2X65 UNLE55 NOTED z
- ((3/ 2X615 AT ALL EXTERIOR WALLS) o
aN .� M - WOOD P05T UP AND DOWN ;
x - WOOD P05T UP - ALL WINDOW HEADER5 TO BE (3) 2X6'5 IW w g g
% W/ 1(2" PLYWOOD UdLE55 NOTED
— - BEARING WALL BELOW - 5EE STRUCTURAL GENERAL NOTES
AND TYPICAL DETAIL5 FOR OTHER
REOUIREMENTS.
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2X4 COLLAR TIE AS 5HOM. RIDGE 5TRAP5
NOT RIDMIRED WHEN USING A COLLAR TIE.
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Date: -�
€ AUtlons Fr Renovations to the
Rev: — DONA�41JI—.— RI=—SIDE—NCE S 4
Rev: 29 Decemke ?021 56 I-Ian,:wn Road
Cente alle. MA. slit,: , of 7