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0006 LEONARD ROAD
lw S NPC 123 o. 3LOR HAVINOn6, UN D y 3 $ 1 Sard V 4WD y 0 t 0 w .• ... 'ice . _ _ ".r+S.K �1.'` • tf1 7 ~�`� r'�IL'1"G._.(.�'t�'.l '� � '�' x. _ t Y - - _'_. .. i `Op 1HE► � Town of Barnstable BARNSrABLE. • Regulatory Services MASS. 039. - Building Division 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice _ t Type of Inspection 38/ S4-V,6 P�K- . Permit Number Location U Owner Z kLs.. y , . Builder e One notice to remain on job site, one notice on file in Building Department. The following items'need correcting: 7' �ii?Cr7yr /-4 Uwe- n;2 /-! /? 3LO c- A.l(s GL /N S7WIRoV 4 /2B�b-c�C 5 C`oS� CE/LinJ6S ASq(r6 rIR6--0°G4¢G6iS-. j i 6 SEc,�c 3 c �I i o Please call: _508-862� %for re-i sp otion. Inspected by Date RIVERMOOR ENGINEERING, LLC PROFESSIONAL ENGINEERS LAMINATED VENEER LUMBER (LVL) LAMINATED VENEER LUMBER SHALL BE 1.9E TJ MICROLAM LVL BY TRUS JOIST, OR APPROVED EQUAL, UNLESS OTHERWISE INDICATED. PARALLEL STRAND LUMBER (PSL) PARALLEL STRAND LUMBER SHALL BE 2.0E PARALLAM PSL BY TRUS JOIST, OR APPROVED EQUAL, UNLESS OTHERWISE INDICATED. ENGINEERED WOOD JOISTS JOISTS AND ACCESSORIES INCLUDING RIM JOISTS SHALL BE THE PRODUCTS OF TRUS JOIST, OR APPROVED EQUAL. SHEATHING ALL ROOF, FLOOR, AND WALL PANELS SHALL BE APA RATED EXPOSURE 1 SHEATHING COMPLYING WITH DOC PS 1 AND PS 2. FULL 4X8 PANELS SHALL BE USED TO THE MAXIMUM EXTENT PRACTICABLE. FLOOR SHEATHING (BLOCKED STRUCTURAL DIAPHRAGM,ALL FLOORS) MINIMUM SPAN RATING: 32/16 MINIMUM THICKNESS: 3/4 IN GLUED AND NAILED WITH TONGUE AND GROOVE JOINTS FASTENERS: 8d COMMON AT 6"OC ALONG SUPPORTED EDGES AND 12"OC INTERMEDIATE ALL SHEATHING EDGES SHALL BE SUPPORTED; PROVIDE 2x SOLID BLOCKING AS REQUIRED NOTE: USE APA RATED STURD-I-FLOOR OR ADVANTECH IF SPECIFIED ON ARCHITECTURAL DRAWINGS. ROOF SHEATHING (110 MPH) MINIMUM SPAN RATING: 32/16 MINIMUM THICKNESS: 7/16 IN FASTENERS GENERAL: 8d COMMON WITHIN 4 FT OF GABLE END WALLS: 8d COMMON DEFORMED FASTENER SPACING GENERAL: 6"OC ALONG SUPPORTED EDGES AND 6"OC INTERMEDIATE ' ALONG GABLE END WALLS: 4"OC WALL SHEATHING (GENERAL) (110 MPH OR AS REQUIRED) MINIMUM THICKNESS: 7/16 IN FASTENERS: 8d COMMON AT 6"OC ALONG EDGES AND 12"OC INTERMEDIATE, UNLESS NOTED OTHERWISE WALL SHEATHING (WALL BRACING PANELS) MINIMUM THICKNESS: 7/16 IN FASTENERS: 8D COMMON SPACED 4" ALONG SUPPORTED EDGES AND 12"OC INTERMEDIATE PAGE 3 � � y t i PROJECT NAME: ADDRESS: PERMIT# 0 PERMIT DATE: M/P• /2� LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS. program on: BY: V q/wpfi les/archive JUN. 6.2011 11:40AM TOWN OF BARN GROWTH MGMT NO.605 P.2i2 J Town of Barnstable $ Old King's Highway Historic District Committee p�.. 200 Main Street,Hyannis,Massachusetts 02601 o70 e (508) 862-4787 Fax(508) 862-4784 W L� MINOR MODIFICATION TO PRIOR APPROVED PLAN -:X m IV un 972 CIM Rules and Regulations, Section 1.03(2), 1.03; General Procedures (2) (a) Only minor changes may be approved by the Committee without the filing of a new application and a new hearing. Minor changes include alterations that can be dFut withoud�o o detrimental impact on the overall appearance of the project such as altering a single window`dr door change or a minor change of colors. All minor changes by amendment wftl require Q local Committee's or its designee's approval. o Submit 2 copies of the application and supporting materials and documentation cn N Applicant(s),print nam ,ECVN0/l0/ e v rn y,,o� ,3V .�qrb��j itle'cbl �'o� Ad�ss of pro sed work- House No. Street Village Assessors Map and parcel no. Date of approval of Certificate of Appropriateness J v t. Proposed Minor Modification: A e-4W C9° odd /'y4,A09 S� sit%/'Way--- /��xvuS7�/'s� !�✓//2�S S7`WCIA e4 COOL i Signature of applicant: Print name: Eo M L L) P tel no..50te ac30- vq 98 APPROVE /DISAPPROT signed CHAIRMAN DATE II APPROVE CC: BUILDING COMMISSIONER JUN 0 8 2011 C tDocuments and serringaidecoinkitacal swtting3iremporary Internet F4IMOLK110K11 Mtnar Afad+fication Form 07.docTown of Barnstall Old King's Highway Committee w lry9 � O L �M cc mmE J {.� G c° ~ : 05 v O O ® M®®®®® CD 00 WV- W Z • PREVIOUS REAR ELEVATION BGIE•I/4•�I'-0' h�l Q w Z J N Q Q O w Z Q w OEM w Q J w u~i w 3 • SWEET 2 OF 4 PROPOSED REAR•.r- ELEVATION euu.e•lao• 1�l�iii•••...�J�•••111 DRAWN 8T� KW - - DATE. 6/23/10 Z Lf) J W W H L.L o ao = O ®® I r , Q � I 1 --------- I- 00,PREVIOUS RIGFIT ELEVATION __ _____ W O�� 1 ®® ®® W Em Z J N W (A Q ® ® ®®® ®®®®® W Y W w . 3 ®® II ao�oo II . M II O 5 O II _ ___ __ ___ Jl__ SHEET 3 OF 4 sine.v+•-I-o ' JOB. 1009 DRAWN BT. KW DATE. 6/13/10 Z � � O V1 � Q ui J Lij C—= m > J C�J. w w r p oo v,E L- Ul o co 2 p CL z =Y c� U � } m Q Imo PREVIOUS FRONT ELEVATION FW W Z ecAl.e�v4•.r-w � � Q wma W Z J oc o Lu z < a > N Q W Y W J Lu rwrte curreo. W ra. 00 3 IT SWEET 1 OF 4 PROPOSED FRONT ELEVATION s ' � � .108• i009 M DRAWN BTU KW `Ll DATES 6/23/ID ' l l ter/ ti P _ i �:A 00 -Owk lip fir' "k �,�x ,? f� -_ 1.�i/ •,.ir, .++' 3. ♦ _ — 4 = J•�7%� .� 'h,� r� '"���'�.� !�"� 1 J .�'�,'ity J,.•w e♦/• � Y � aJr �`j1••�'• - el ✓ f- APPROVE JUN 0 8 2011 1► Town of Barnstat;,e Old King's Hip.,vuy Co f rnrn r 7 i Ili • i � . =- `4 yr • 71, +,. �, �• � ��� �`6�' R;� gyp. i_ � � . to APPROVEP--� JUN 0 8. 2011 �►A� Town of Batns[ab,� Old King's Hic, ;nay CclmmlttF.? J y� 00 L "C' AM �Ar: i y s .., z a K G , S ^'Cw�' •,y w1� .r "4"%..{ t*\i r., 44L� 'o�>•1.. rr r}y; �+ `�' L•�j i.-I�'i+s.Z '+a- L' �'1-..��Z- r. h �y�-'"'�r w� �� .•._ �..^ �`Y+�"`�.rl�' `•.[a.- M�i��. . ..�.f1r '�, �iY.f7,.. 1;;(y ., �„ � .��G3 �,:3 '��K, _ A% S„�j �.C'.t'�'. _'"r _ "�C... �t _ 04. .tM O e �I-+r•�,r+ra I j'' 1 ,y9" ?l J .l t i 3 • r '' Xs-'" `�''« 1.� .�.Fr- .' ,tr ..s '�". ..yam '. �'=�` � � .• :�. .:k. ? � _Ta.KI' ,.rTM��+r �7 �r> py, f i� a,y ter, -* .i r►i .. . ..��1'+�,,,�•_r� ��.�'���'.� �. f .APPROVED .!,��� 0 8 2011 � Tow . i Town of Barnstable Old King's Highway Historic District Committee MALL ' 200 Main Street, Hyannis, Massachusetts 02601 �plEO 39. (508) 862-4787 Fax (508) 862-4784 MINOR MODIFICATION TO PRIOR APPROVED PLAN 972 CMR Rules and Regulations, Section 1.03(2), 1.03: General Procedures (2.) (a.) Only minor changes may be approved by the Committee without the filing of a new application and a new hearing. Minor changes include alterations that can be done without a detrimental impact on the overall appearance of the project such as altering a single window or door change or a minor change of colors. All minor changes by amendment will require the local Committee's or its designee's approval. Submit 2 copies of the application and supporting materials and documentation Cd Applicant(s), print name Address of proposec1 work: dam' e House No. Street Village Assessors Map and parcel no. O// o Z1�. Date of approval of Certificate of Appropriateness Proposed Minor Modification: 4✓� ���s lli�-.�43 -� �✓es� side t * July E.f�P 3 2011 - Old Kir°f Barnstable Hip h, miltee Signature of applicant: Print name: tel no. APPROVED/DISAPPROVED: signed CHAIRMAN DATE: RE EIVED CC: BUILDING COMMISSIONER JUL 1 2 2011 Q:IGMD-Groups101d Kings Highway10KHNew App0KHMinor Modification Form 07.doc TOWN OF BARNSTA LE HI$TORIC FRESERk/AnON PROJECT NAME:A � ADDRESS: PERMIT# p?" 07 Q o2 PERMIT DATE: a? LARGE ROLLED PLANS ARE IN: BOX SLOT C - .� Data entered in MAPS program on: � BY: it ,;i Town of Barnstable -pp THE Tp� BARNSTABLE.� - Regulatory Services MASS. � °39 ,0r M Building Division pTFD PS A, 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 i Inspection Correction Notice Type of Inspection Location `3 8 b Permit Number 200702 3 J Owner Builder One notice to remain on job site, one notice on file' in.Building Department. 4 The following items need'correcting: � r D 'i d , Please call: 508-862=408 for re-inspection. Inspected by ' Date`4 � j _ 7/>/0 9 �t"E' ti Town of Barnstable Building Department - 200 Main Street RAARN = Hyannis, MA 02601 M"� �' (508) i639- 862-4038 �FD MA'S A Certificate of Occupancy Temporary Application 200902394 CO Number: 20110101 Parcel ID: 136011002 CO Issue Date: 07114111 Location: 6 LEONARD ROAD Zoning Classification: RESIDENCE F DISTRICT Owner: LUKAS, EDMUND & FRANCES REYNOLDS Proposed Use: SINGLE FAMILY HOME 21 MARSHVIEW CIR E SANDWICH, MA 02537 Village: WEST BARNSTABLE Gen Contractor: DEMARTIN,BERT Permit Type: RTCO RES TEMP CERT OF OCCUPANCY Comments: TEMP CO FOR SIXTY (60) DAYS TO EXPIRE TO EXPIRE 9/14111 —711 Building Department Signature Date Signed Expiration Date s Town of Barnstable Building Department - 200 Main Street BARNSTABLE, * Hyannis, MA 02601 9� b ,��' (508) 862-4038 �fO MA'S A Certificate of Occupancy Application Number: 200902394 CO Number:. 20110144 Parcel ID: 136011002 CO Issue Date: 09113/11 Location: 6 LEONARD ROAD Zoning Classification: RESIDENCE F DISTRICT Proposed Use: SINGLE FAMILY HOME Village: WEST BARNSTABLE Gen Contractor: DEMARTIN,BERT Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: G� Building Department Signature Date Signed TOWN OF BARNSTABLE Build-ing . Application Ref: 200902394 BARNSTABLE, Issue Date: 07/02/09 Permit 9 MASS. 6 3�A�� Applicant: DEMARTIN,BERT Permit Number: B 20091140 Proposed Use: DEVELOPABLE LAND Expiration Date: 12/30/09 Location 381 SANDY NECK ROAD Zoning District -RF Permit Type: NEW SINGLE FAMILY HOME I Map Parcel 136011002 Permit Fee$ 2,550.00 Contractor DAVID P JOHNSON Village WEST BARNSTABLE App Fee$ 100.00 License Num Est Construction Cost$ 500,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT NEW 4 BEDROOM SINGLE FAMILY DWELLING WITH THIS CARD MUST BE KEPT POSTED UNTIL FINAL ATTACHED 2 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: LUKAS, EDMUND&FRANCES REYNOLDS BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 21 MARSHVIEW CIR INSPECTION HAS BEEN MADE. E SANDWICH, MA 02537 — Application Entered by: RM Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS". MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4. PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5. INSULATION. 6. FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). 0 `- ' D ff usu v WWWA MW Tum oigm.. , BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS IBD nAo715'5 o , �! �914r6 ajrK< z o 2,'/VS OK !13 ,oe 2 �r r 2 icE JrbAJ Obi 4r-A414- 6 f l 3 4'Pr- r'' el� 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health 't6 71i4/11) 'I IKETO�ti Town of Barnstable o� Building Department - 200 Main Street ASTABLE. = Hyannis, MA 02601 t639.MAC. �' (508) 862-4038 ASS � ArFO MA'S� . Certificate of Occupancy Temporary Application 200902394 CO Number: 20110101 Parcel ID: 136011002 CO Issue Date: 07114/11 Location: 6 LEONARD ROAD Zoning Classification: RESIDENCE F DISTRICT Owner: LUKAS, EDMUND & FRANCES REYNOLDS Proposed Use: SINGLE FAMILY HOME 21 MARSHVIEW CIR E SANDWICH, MA 02537 Village: WEST BARNSTABLE Gen Contractor: DEMARTIN,BERT Permit Type: RTCO RES TEMP CERT OF OCCUPANCY Comments: TEMP CO FOR SIXTY (60) DAYS TO EXPIRE TO EXPIRE 9/14/11 Building Department Signature Date Signed Expiration Date �. .. . *� p� .�.�\ 0 N TOWN OF BARNSTABLE 2Cp9 CFr -2 Pil 3, 19 DIVISION 2.00. g ♦ o3Q y5 L 0 T 7 e a \�� ♦♦���. 49. 000 S.F. w dto ♦ aL y� a ` 3 0 SA w Al` s► ♦♦ O `♦ 226.5,40 AD � � 5 6g R S. 3 � I CERTIFY THAT TO THE BEST OF NY PROFESSIONAL KNOWLEDGE. INFORMATION AND BELIEF THE DWELLING SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS OF THE ZONING BY-LAW FOR THE RF DISTRICT. e- ofFRA WHITING J THE DWELLING DEPICTED ON THIS No.29859 PLAN WAS LOCATED ON THE GROUND BY SURVEY ON NOV. 23. 2009 AND STE4�� Qom``, PLOT PLAN EXISTS AS SHOWN AS OF THE DATE I N OF LOCATION. 1112- BARNSTABLE. MA. THIS PLAN /S FOR PLOT PLAN SCALE: I '-40' NOV. 24. 2009 ` PURPOSES ONLY AND NOT FOR EAGLE SURVEYING , INC RECORDING. DEED DESCRIPTIONS M Route BA OR ESTABLISHING PROPERTY LINES. Yormouthport. MA. 02675 w (508) 362-8132 (508) 432-5333 THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED 0 20 40 80 PROJECT N0. 06-027 ' Aft Wo 5�rC-C_C�A" e �92'c, u TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ............ 'N! '7 Ll '"Applicatio Parcel c Map Pa _ Health Division 006—, Issue" d 2, Conservation Division Fee _:A pp Zg� Planning',Dept; -Permit Fee.. Date Definitive Plan Approved by Planning Board Historic - OKH Preservation Hyan"nis J., Al� Project Street Address , Village r n.6 To e ZIA Eelm v ri L vkas Owner Address 71 Ala 115 y e W., Telephone t 0 r) 0 Permit Reques V C I ri e -\A/ 4 0j 01 W10/1,11cl , W11-11 a-9064 ed Gr CJ ov q a e Al V Square fe:et: 1 st floor: existing proposed 19CO 2nd floor: existing proposed Total new Z6ning District Flood Plain Groundwater Overlay .Ppiect Valuation .�-00,600 , CC Construction Type Lot Size Grandfathered, Q Yes &No If yes, attach supporting documentation. Dwelling Type: Single Family Or' Two Family LJ Multi-Family (# units) Age of Existing Structure Historic House: U Yes al� On Old King's Highway: U-Yes U No Basement Type: @(Full L1 Crawl Ll Walkout Q Other Basement Finished Area (sq.ft.). Basement Unfinished Area (sq.ft) eOO Number of Baths: Full: existing new q Half: existing new qNumber of Bedrooms: existing new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: &/Gas U Oil LJ Electric Ll Other Central Air: S/Yes Ll No Fireplaces: Existing New Existing wood/coal stov(E Q'Yes U No Detached garage: Ll existing ❑ new size—Pool: Q existing 0 new size Barn: Ll �zisting 3c:'�-_new. ,size_zi C, 110 Attached garage: Q existing Ldnew size Shed: ❑ existing Ll new size Other: C-1 > C) 2-6 2-T Ll Zoning-Board of Appeals Authorization L3 Appeal # Recorded 0 C) i Commercial Ell Yes Ef No If yes, site plan review# (,'[Irr tljsp Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) N.ame Telephone 'Number f qq Address License # -Home Improvement Contractor# H Ll rt -Worker's Compensation ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO q V1 q<je In'e-14't A.4 A o dw, 6 V SIGNATURE "d An DATE L7 ZLO t� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED 6 MAP/PARCEL NO. # I T ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION 8-F-00 D //03 r�� F mew gt t =. s_S ro ti a7E� O�c FRAME F wF,EA�� INSULATION rz, Mx -FIREPLACE - - - ELECTRICAL: ROUGH FINAL -' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 11R MLi(X ®lip 9 Qt I r DATE CLOSED OUT ASSOCIATION PLAN NO. V. • E SMOKE DETECTORS REVIEWEb CARBON MONOXIDE ALARMS MUST BE INSTALLED PER 7 D MASSACHUSETTS BUILDING.CODE-_-____._..__-_�.__....__.—.__...._....., BARNSTABLE BUILDING DEPT. DATE - - ---- - ----- - FIRE DEPARTMENT DATE CONSTRUCTION SET z BOTH SIGNATURES ARE REQUIRED FOR PERMITTING cza - - canlnpua duce ver+r- - mLLI , 73 uq _, a �' � '°J .__...__ram Mec:,rxw[e,vwleD TO�..•!:�?I .�-�.V_. _..—.___. LLJ�l7 NL- M.. urI, T Ci .,yam.._ wwta uwv COWW.Vr� rif t 00 �ro w.v�,e�---�- � �)?; •. :. �. a��� • ti,. �Il1, �j_..._ .00 wewvm rawua urea.ure Z. :e tS k�Z s °°'"°" °"�° ' FRdNT ELEVATION e+.eesraii iuw i waxc-.:' w.Le,v<•.I'-d '�t(� $ z — �_� ____—..__ -_ - - - - - - •:�1.. t. _nor-'+'(j�} 1'1: +J.:;• - -- ---_--_ --- _`- =_—_—--_- = = 'r%�r,::,f4i,P'fv.:f a.•.�k-. � ort�;'r.-r:r� - V [,a --__ ______ __ _ __ ___- _ __ __ F •'1 y ��yyyyl1rTi,..air '1'l: a.:_L a.,..;e�:'Ti C:f�y �' . E_______ - - -- - ___ .t�x��.Its.:.L.�.zil I n.•>�it L:�...r'.•;;}}.. "�r l ' = t � r}'I'.,'f���l ��iJ - F` ir- I'��}F•h_ __=:.hyL-d.�. i-�fi" :}: I� —__ CC` \ asa'ar.x.ci`v•:�:x c:�•a-•c---�.zr_rz.:-_pw,c_... Fs�m=�'.==_- ._.--__-'- _�___._ _ _-___--_--_ wmuuu Aq«w�ummew - ;,1�p���'. .�,•,il,.,,,��rj �(� J � �f '7 `�, ®®®�•` F t�C�'fil w,.mm n uw»rw a ravr� ;. L t+'�r+'r • �- fi t;J. r .1•�.r,77 LIl� ti� .,lr� z --••-----'-- -----'---'cam------.._.... r- - - ------ m,w .�.�;rKN - :I :•Ui..`'! is [ — J GI-I RIT ELEVATION PAGES IN DRAWING SET W AI,O FRONT[RIGNT ELEVATIONS J —E.V.-,'-d AI,I REAR[LEFT ELEVATIONS _ A.0 FIRST FLOOR PLAN + 0 AS. SECOND FLOOR PLAN AS. FOUNDATION PLAN 4 DETAILS 1 A4. NS -+ - _ e • 4.1 SECTIONS SECTIONS r T - CONSTRUCTION SET z 1^_ Q rr r r*�• � :+;� �r�-n�t'fr tY Tn n,. t v 4 r 1 t F•v Fi d,. 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'I 4>„1�'.f t , `'r*fit. •�E•L t i.�r a r n f .:u L C� 'j1.:1:- !_.11�1 �� .'.Y, •iFr'_LJ i'�� t*•�.4rCr �i�c}`;i.r' if['r7 ;tt-r.1..y i.. t-t. .rt jtl� 4 �{ �.+i" z`•.{ r tiJ ii (n I�'V•` - _-- - Y:i.u:S:• Yr f}131.LS- -- 'r r 4 r- ,- .rS: ,:.r,�*t ir�r - O cn Q LEFT ELEVATION All Z - FINAL REVIEN SET — DECK I 1 I LL w I-rsuueo p co sU ... I,c,w•i —ram Y i RCNi'----- � I t �� o 'N`m•°` -- GREAT R O BR�EAKFAST 1 �I I O el �I �RF MB" �'i�•iG :1.-._ .i/:_._ '..��e 1 I � bl n 8 �11 IKITpEI, Is - - --- 1 DINI I i FOYER T•' F ORCN Q� I �.•• ,..,. _ I , FIRST FLOOR PLAN E LL- a� m p p Q I— Cn WINDOW SCHEDULE Z KEY Iet I 2nd I SASI DESCRIPTION ROUGH OPENING MANUFACTURER/MODEL —_ A 10 10 DOUBLE HUNG 2'-8 1/8'x 4'-9 1/4' ANDERSEN TW2646 b' Q B I DOUBLE HUNG T-10 I/8'x 4'-R 1/4' ANDERSEN TW3B46 A: C 7 CASEMENT 2•-4 7/8'x 4'-5 3/B' ANDERSEN CW145 D 7 AWNING 2'-4 7/6'v I'-5 I/20 ANDERSEN AR261 eopl9AIlLC,i TEMPERED ` Z E 6 AWNING 2'-O 7/8'x I'-5 I2' ANDERSEN AR 21(OPERABLE)1•TEMPERED C� O P B CASEMENT 2'-0 7/8'r 4'-6 B/5' ANDERSEN CIA5 lx F- G I DOUBLE HUNG- W-11 16/16'x 4'-.9 I/4' ANDERSEN 2-TW21046 p p �� Q H I 'CASEMENT 6-0 3/5'x W-6 3/8• ANDERSEN C335 1 3 DOUBLE HUNG 2'-2 1/8'x 4-9 1/4' ANDERSEN TW2046 iQ J 3 DOUBLE HUNG 6'-9 15/16 x 4-11/4• ANDERSEN 2-TWW46 lJ.l K DOUBLE HUNG 3'-2 1/B•.q'-q I/4• ANDERSEN TW3046 W 1 FIXED 4'-O 1�'x 3'-6 3/e ANDERSEN P4035 J 2 AWNING 2-O 5/8'v W-1 5/8' ANDERSEN 2-A31 2 AWNING CELLAR SASH 1 _.-....n 1 12 • O I CONSTRUCTION SET z ______ 1n-/ DECK BELOW L� I -- /1 �_._.._ _._— DF K � • 9 � u°�ac°v..wwu___.�; ?u `.• O --n.-.cea �i•^owao eu,+cwww o a I 1 4MA5T ROOM 85 c� M lb � ° L 111 /CQ� m FJ e LIN I n l r--- . i x - it Ilii CLOSET TOILE I BAT.I U I O 0 CO ER/OFFI� ea PORCH § os rc I �� I DN I '•� i C SECOND FLOOR PLAN i i '"" I i � I co I I i I N v Z : O i Q > _ W ' I i ----------- _.._...--......... _.>,_� _ _ ---------- -----, FINAL REVIEW SET 01 © no I ---------------------------- I Q w �. ir -..-.:.:::'.r.->-a --.—---- ------ ------- I I II --.-.•j--j—.__..-__ _e._-l �e r���x.T.a -----"I'-II--i,-.._ aj , r.o.r,. -' - - rari.c wu uxEOv••tn�r aoo wrni w r-e en•j ---------- ---._.. •wxcoo e o --- I0 1—...... •11 Ll-1 r do , r , S , I "•-'yb-,I+•-.._.. _.ec.. .=;in !1-_.>.3L_._- M REM SECTION z SECTION I I _ I 3. scn�.�n•-r-o• �scw�e,va•.r-.• ! i i I . I .�•oe.fGW=� — T� ---- — — — -- —,---_ ----— --- — ! �; euw +•_.'--_L'I-_. S:T_-.-.'II---,_� , e[rwi K•n' jr ;.--weaa.ve•,rvrwoe o• _ �a�n�r�.u•e.e,roam 9f o ,"j'jh --'+'_.-___ 'I-�--_-__ -i---_I. I nei wT-vo•°`s" I __ -:t-}I -_ .!�'• n�.a.w r.r.uar omr 'bpi '� L � .- j ..�"'a�°r°e"vraumrwn.uu n.o.,..i ! I �i a""°°•""' xl'yi _.----- - �I L—h.p, I -u eG vaor...o • I xnowne,�,v rooT � t ��.I i 'i e ------ -- `_-i:---•-•------t��- nm• soa. i I a�.4 xPT^"""�' ----�--�----- _ O -I-";- _ d �- Q ' - r<.w• .r. xwe. T ml I I! I i I I *-.>,e•j 1 s,a1• I I �LL e:Ba.,.ax.—— I rmr aaaxaee "� - .00 . ..�,G — -- �.K.�a.rr r I __ .____•____. . L-4 I-1-- -i-�-; _I I ,I j avow w eivzx r,eu e —1 nm..eon n.e.r. FIRST FLOOR PLAN _ ! • stue�v.•.r-a j I n,�uP a• L Q- Z ' wev. nev.•-�dsr-"'-""1 I II V' I r^ a. i I I Aj tI I Z j Ij .ro I a SECTION I I 3. scn�e•w•-r-w Q L---' j l I I I p_e• � O TO r.,<f r Oad TO r-,•fc..•• j.—�--. A3 . O KNEE.WALL PLAN L ea FINAL REVIEN SET z Qw 0 BONUS ROOM OVER GARAGE e1LP¢o uN'. 6u1CD QUMG �.('� W 1 1 1 O GARAGE�v< STAI BATH PANTR BREAKFAST/KITCHEN SUN ROOM r-'.- W m Q d~ pj Ej a w 111.4-1-1 STAI FULL BASEMENT --, SECTION @ M.B.R.. >i p Z F ' ] u LV�wa¢ _- �'1�•.___ aNfneKue Wae Vplt {{�� �cw.¢ecw PVNK•Pf1wFA VDT o¢Ewii eTiFYFwn i�i�.....:Yi•.e,/b i.V.�aa! 'OTUR°.i p,'1 f :w]uu.¢o eaewe°m¢unoe eaw,¢inw — ¢.m°.°::,w fw,i P�ePAu,¢s :C or,�o..ec 6ATH-� CLOSErBEDROOM _ t x.Pn.°.m:cnmme wc�o ems. ry .iu,¢,.e,o.m aauw - .�i r7 � w Yb�.°`.".�°t.,•w•a�.e - ���¢�°''"� v.) N w lPVivu01®vIXfuL---_••' Ye'PC.GTv.BD. 1l m `.DINING ROOM GREAT ROOMLq I I FULL J BASEMENT W SECTION @ FRONT DORP'IAR 9 S� ECTION l FINAL REVIEW SET z B �a " y Q I TOL hi — -�'-- _ =•- GLOS. MASTER ED _.y. L W,.o aux n.,wA r r l 5[v ° 6"'_'•' SAT LO GUEST BEDROOM SCREEN POR N _a,• < GARAGES a.e°av°,ca:"- v-,v.•. < m•n v.• a..i urmwr w..m Ti'co+ce� e.ev s-e vv i 1 FULL L`•�f°"` ea.e e�or BASEMEN cwe.co erom Iwo z Sn ECTION @ GARAGE 6 � SECTION GUEST"B.R. arse,yr-ra F'^ ' os .. M —J m t� Ln !Z Z O Q Q > Lw w A4 ..1 r P f C ZNEr°ky Barnstable Old Kings Highway Historic District Committee 200 Main Street, Hyannis, MA 02601,TEL: 508-862-4787 Fax 508-862-4794 v�p3 q e`00 'f° APPLICATION, CERTIFICATE OF APPROPRIATENESS Application is hereby made,with four(4)complete sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,Acts and Resolves of Massachusetts,1973,for proposed work as described below and on plans,drawings,or photographs accompanying this application for: Check all categories that apply; 1. Building construction: ❑ New ❑ Addition ❑ Alteration 2. Type of Building: 0 House 1� Garage/bam ❑ Shed ❑ Commercial ❑ Other 0 71,7 3. Exterior Painting roof ❑ new roof ❑ color/material change,of trim, siding,window, door ='; 4. Sig_: ❑ New Sign E� Existing Sign ❑ Repainting Existing Sign 5. Structure: ❑ Fence El Wall ❑ Flagpole El Retaining wall El tennis court El Other, 6. Pool ❑ swimming ❑ Other man-made pool , Type or Print Legibly: Date: y - 2 z " 200 q Address of proposed work: House# 3 8 l Street: .So od V Al eck RBI, Village I3urnzs yll a Assessors Map Lot# 1 j 6 'O 11 Description of Proposed Work: Give particulars of work to be dgne: Alevv S1 r)Q I e ja M I w I n C4 vy I ` ` L' a7ta 6 A e d 1' All 0/00 C 00S_"1`0 .'fi 61N wff A o o 1 If-1 011cl C A +u o I ro Of s A i Y ale S Agent or Contractor(print): E✓ 1 C D. G7e Al a I" I I l7 1 n Telephone#: 5 O .3 6 0 /j 1 _ ' y r1 l�o Address: Iy Alpvslol 's Jvt, , pI 1 vI a 1 , 0 Contractor/Agent'signature: j.0� �� NOTE All applications must bg signed by the current owner ,��. c? 'a �a Owner(print): FJ iM U�1 d L o 1C 4.5' Telephone#: � ;;�`'�'�},�����s, `9 Owners mailing address: ZI / laes ti �,i e vin Est _�aa dvv iCh 0a2 �� hk�V& Owner's signature: a .(, �- For committee use only. This Certificate is hereby APPROVED/DENIED DDate 0q Members signatures APR '2 3 2009 i TOWN OF BA STABLE HISTORIC PRESERVATION+ i Any conditions of approval3c i✓c :f brCK . PF-M RAILIsVG LO00b P A I iq 7TIS d41TE -LF1oo.2I•Bas u i Gdar MIl l work_ deLJunc color J� C:IDoarmentsand YettingskdecollikiLocalSettingslTemporarylnternetFilesIOLKIIOKHCertAppropriateness07.doc Town of Barnstable Old King's Highway Regional Historic District Committee CERTIFICATE OF APPROPRIATENESS SPEC SHEET Please submit 4 Copies Foundation Type:(Max. 18"exposed)(material-brick/cement,other) Q i1 I^F tF Siding Type or , ti V e5 material: W k i+e C.e do r Color:' .Surd ton e. Chimney Material: CP WI t')-d- Pane 1 - S'f'f zo 5h l ..b Color: Ill�11 f I I G1 Roof Material: (make&style) e-a v a 1 t,As P Aa 1- i md-e 5 Color: We,tl,e r ed Wood 0( J . /Trim material k V" o � Color: Linen 111 J P Roof Pitch:(7/12 minimum) Iffiaim �_{f S P "'f d�� . 2 1�n i^GY1 E dr S � 12 Window: (make/model) /Y&Y50h gQC1_S PI't e5 material Vi n V 1 (/a cj color Wh i f'e- 'J/Divi e WeNrOU gr►fl5 Size(s): 61't r a d e SJ Z,- 3 2"X S y L e e AaA ed de-�al is ) Door style and make: SS -paneled material FI b er u s' Color: 91 U e Garage Door,Style P " e cl Size 2111 a' terial , cj"AlColor Shutter Type/Material: J'I h' 1 ► Color: Gutter Type/Material: el e-e-ZA V M i i1 I/M Color: L in en W h !tf Decks: material obCt �Loy31 0.51-�E Size X y0 � "X/� ' Color: Wti r-te 16ra y Skylight,type/make/modeU: vdl m �trial Y Jvvk Color: ro Size: Z .�'`� y Sign size: ,. Type/Materials: Color: U NJ Fence Type(max 6' )Style Sn.Ii� ra material: a it, P Color: �/at, R Retaining wall: Material: / MAY Town of eamshway Lighting,freestanding on building illuminating sign K,ngs Hi90 COMMA— Please provide samples of paint colors and manufacturers brochure of style of windows,doors,garage door fences,lamp posts etc ADDITIONAL.INFORMATION: Signed: (plan prepares) print name O PQ �PPg�Q' tel.no. Location of application: Street no. Street Village 't 4 2 C:(Documents and SettinpldecollikV ocal SettingslTemporary Internet FileslOLKI10KHCert Appropriateness 07.doc Flans shall include the following: Name of applicant,street location,map and parcel. Name of Builder Designer,or architect;original signature of plan preparer and stamp;plan date,and all revision dates. ALL NEW HOUSE OR COMMERCIAL BUILDING PLANS MUST HAVE AN ORIGINAL SIGNATURE AND STAMP,IF ANY,BY A REGISTERED ARCHITECT,MEMBER OF AIBD,OR A LICENSED MASSACHUSETTS HOME IMPROVEMENT CONTRACTOR,UNLESS THIS REQUIREMENT IS WAIVED BY THE OKH DISTRICT COMMITTEE. A written and drawn scale. Elevations of all(affected)sides of the building,with dimensions including height from the natural grade adjacent to the building to the top of the ridge;location and elevation of finished grade,roof pitch(s), dormer setbacks;trim style,window and door styles. Changes to existing buildings must be clouded on drawings. Landscaping plan,4 copies drawn on a certified perimeter plan containing the following information: Name of applicant,street address,assessor's map and parcel number. -�-Name,address and telephone number of the plan preparer,plan date and dates of revisions. The location of existing and proposed buildings and structures,and lot lines. Natural features of site(e.g.rock outcroppings,streams,wetlands,etc.). Existing buffer areas to remain. N Location and species of trees outside of buffer areas greater than 12"caliper to be retained or removed. c The location,number,size and name of proposed new trees and plants. Driveway,parking areas,walkways,and patios indicating materials to be used. Existing stone walls,and proposed walls including retaining walls for slope retention or septic systems. (for removal of stone walls,file Demolition Form). All proposed exterior lighting and signs. Sketch or photos of adjacent properties,(I copy only) A sketch(s)to scale or photographs of nearby adjacent buildings,where present,along both sides of the street frontage,showing the proposed new house or commercial building in scale and in relationship to the existing buildings. Please discuss with staff if you do not think this is relevant to your application. �® Photographs of all sides of existing buildings to remain,or being added to(1 s Fee according to schedule. `3 Please complete the following: MP o`gaN9r�a`1 p g' dK� Gog�m�t�ee Existing building,foot print: Building 1 sq. ft. Building 2 Existing Building,gross floor area,including area of finished basement: Building 1 sq. ft. Building 2 New building or addition,footprint: ,LOB -Building l 7 3 L[ L 1— s ft. Building2 New Building or addition,gross floor area, including area of finished basement: Building 1 2 71?n S F sq. ft. Building 2 Zp�O G C.IDocmnentsandSettingsldecolltki ocalSettngsITemporaryInternetFilesIOLKIIOKHCertAppropriateness07.doc ��' ,;Ta0�iv4r•ik wAY v�un rrlrta. CONSTPUCTION SET z om•lu r.Or rr•na oA er•w°•v° CO47— nanucrrw rr,•crrce olua•u aa•re _ rdrwuwe coca vwr- - � _ _ = c _ • W r4M•r4UTILiU44 DMIM•ilA .: .: .._... � _���'-'-. w..avar m µwow.e�°oo wr]nln F .. '.: .• } ` I Q < ; T. _ �_ - �t i 1 e - ' I r•ecu mu.na]ua,rm ro e.e�a .T r. _f I .f,. I .. �; raaxuo rnwr urax.L.n m•v°.wF A•eu n�rmo rarwooe :. ] r 7)t !. �'.:.:f 1';.:::y.' '�l] A '11 ` 17 4 11 � T ,; •oo w4vm eOirNore �� P Vwri f•u WILL - .._: --�.:�. _ 1r1�I�1. I r I 1 ' I I � .w]er.,,rnr urulwn r°�•-��• .. ,. ...—. - --- '.�r..,...,.'":-11.;.�-`<r,.�`�' . rn,w roavus ew+a crown . Apo M•Vm COWPlO '' 1 � �--a •1- rrrr•.wrta•umwn coaer°,r,; ., t' O O ''f _ �' _ 7�� -- � ... .crown waarur�.wire caau eww,.an r' , '�� I •.-W .®_ ._ Lu, ® ® + •.e;. In. g -i r I ti r, 11 e.,tiri 11 '- -'-' ra i ro o..lwac °'•'°r°ur. 00 tA .�•r��.,r,le�W erm r e,r e��g FRONT ELEVATION ti.rwwn•oo ea¢A a 6mPra rv4GanAePwD SCALE.1/4••I'-O' ++`c•`, G Jf d � . �. r."..•''` - - __ __ ___— ___�_ __—_ •�171�. .'CIr�T?':�'7}�'r'��lr.i',Lr �.:I��: FN ' ..—:...... . -- � r. c J.' 1L cL•r+. t >f.� '��' ..i. ��''I_mil o s t 41 71�' •-u.t+r S4; US - hr I fir r r 1.l. mw aro+x u•rlwve°6 ss .J wavm nar aranam omouwr ,':L�.fr- T'In I� •�_,.7 ly-'� OOCa eruo earam wr euo.r: 1i l r l+ F wStilM 2 J. d :_IC_.T....—_ .-.. 'L 1�i4'7'••)• '. Wa r0 wD wm w°w OKh , f T�. I�-}�ICl;:. •'_�• w�•Oe lbw Mr Ow�G.um I11®III r j IC .. ee:nlu sln n.w am.r. 7 cm _ WWIaID,Y•V6 Mp POYrm•TKw •y rl I S—I•rI . Oi1'G'ID Y_.......'.'':1rwwwa m cra..TO—T. Q > ...............:.t.._......L:.._._ UJ RIGHT ELEVATION t PAGES IN DRAWING SET W V4'•I'-0• AI.O FRONT 4 RIGWT ELEVATIONS STALE• AI.I REAR 4 LEPr ELEVATIONS A4.0 FIRST FLOOR PLAN APPROVED ��� pR�Jq ` ' AAS 0 40 SECOND FLOOR PLAN 41 A4.,9ECCTIIp�j910N PLAN DETAILS 170 _ iii 111 Y iii���� EEE=flg:�E <,�206� Town of Barnstable APR 0�. Old King's Highway I Committee TOWN OF BARNSI ABLE HISTORIC PRESLRVATIO!�1 ' AW CONSTRUCTION SET z 01 r. I r, uraar Wore. r '-4[ �I� 7ta t 1 t w co W.veM1T nmea.w aOO.- .. ,�•'fl t",;: ';�:L":,:;'„'".J.i;u.`l7)1_l'J:C;L.if':i �t � I' - ' i I . wxow+a aoa•n uaonmou I'' '': ® ,:•, . . Eli] u.u i"wr�'e ro�i ur ® Lli. `''t rs E +z REAR ELEVATION as ruin an n.w um,o eu[.e�v�•.t'-o• Ls erornem,u.n New roenmarmx xum..Nr.plea euraem � nwr aaa�s oneu ry raNra.cr. .-...• 0 1, 0 yLL-�-.n���-�����[f� •G"Gt" rrr r1 Q ---- �-- A PP ROVEO cciV' jI•i - i?tl�ri�yr- L'c� 'trtk } r4 3 n`r rrirl+°rr '1- _ t 4 � 1ti i'i f1 pet�r�pNn[t.Nor y; - [ -t�i �� ....5}rr}r•�r .�_:� ,,"`'-+ ,� ,, t-T��i'. 411.! 91gYN.. � � I• t' 'iT!', � rtTT-.1 Ii 4 µ., �� d�th rr+ 2 ;rfJ MAY 13 2009 �i t'J.it4�! a rta� nrr,t t y °,.rat ,T , rir fn OZ C� F OIL Ki��g�,pstable Q Q al rfv�y > J W LEFT ELEVATION V A 1 , 1 OECEOE APR 2 3 2009 TOWN OF BARNSTABLE HISTORIC PRESERVATION FINAL REVIEN SET z DECKLu i I gyp, SUN ROOM o 41 SCREEN PORCH - 1 y_p i 1 1 I " 0 1 GREAT ROOM BI I 'O BR EAKFA5T W Co mN ' 1 1' O I I I g e: 7 .. .:::.' '.:'.1'�:' .I. _....._,. ,'aeA9 s.«e�''tr,�» -- 1 --r�•` I I 1 ! , � I GUEST B.R. i IKIT�WEN n I I. .. . i a' I ' �i aae �i � 1 .q• DINING e our w gg t ; 1. FOYER Y erallo rua+.nwa vl,o e.r. — - aw4a near uvn n.e.r. . _g 'Ne ws yy ,ue �I pl tld ' a:; I-s• i _ .. ....__.. ...... -0_.._...__.._....._. FIRST FLOOR PLAN Ld SCALE,V4••1'-0' W Q WINDOW SCHEDULE Z KEY let I 2nd I BAS DESCRIPTION I ROUGH OPENING MANUFACTURER MODEL APPR Q A 101101 DOUBLE HUNG 2'-6 1/6 v 4'-9 1/4, - ANDERSEN TW2" , /e e DOUBLE HUNG S'-10 1/6'v 4'-9 1/4' ANDERSEN TW3B46 8 V G 7 CASEMENT 2'-4 7/6'v 4'-5 B/6' ANDERSEN CW145 ' D 7 AWNING 2'-4 7/5'v I'-S 1/2' ANDERSEN A9261(OPERABLE):TEMPERED O E 5 AWNING 2'-0 7/6'v I'-S U2' ANDERSEN AR21 OPERABLE TEMPERED F 5 CASEMENT 2'-0 7/6'v 4'-5 3/6' ANDERSEN C143 Q O MAY 13 2009 �,,, Q G 1 DOUBLE HUNG 5'-II 15/16'v 4'-R 1/4• ANDERSEN 2-Tk21046 H I CASEMENT 6'-0 5/6'v W-5 3/6' ANDERSEN C335 Q 1 3 DOUBLE HUNG 2'-2 1/6 v 4-R 1/4' ANDERSEN TW2046 Tomin n♦ J 9 DOUBLE HUNG 6'-S 15/16'v 4-4 I/4' ANDERSEN 2-TW3046 1 K 1 DOUBLE HUNG 8'-2 1/6'v 4'-9 i/4• ANDERSEN TW3046 i QiL lilt '�f•r LLJ T I FIXED 4'-0 I/2'v 9'-6 9/B ANDERS P4035 2 AWNING 2'-0 8/0 •6'-1 a/B' 1 ANDERSEN 2-A31 nav w • j 2 1 1 AWNING ICELLAR SASH 1 - A Lr APR 2 3 2009 TOWN OF BARNSTABLE HISTORIC PRESERVATION CONSTRUCTION SET z r------------------------------------------- DECK BELOW I w ,I .._.. .._._..... ._,._.. _.._._..._, _ f� • I M.B.R. m6rt.i c•`".eroTeu°�rr c�'''ov,°+'mT' _•�v y�l, ti�vi�i�wa u e;m�OJaw iv'� n n a BED ROOM MASTER BED ROOM w CID Q o. 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' Q W FULL W ub BASEMENT K t �; J A4 . 0�ce'sacvrsr��RRt(R • •*°R■°� z SECTION @ FRONT DORMAR SECTION® T rfa ❑ r MAY 13 2009 APLn Town of Barnstable Old King's Hguuay TOWN Committee HfSTOR FINAL REV I EN SET z ].I.LVL DiD68 fArt�'M1WD,IOC.VOT .. .._. ..WIfIM.gle,IJD]VwT .wT wlxclDe Q Kd!'FSQ and c�.•T �ox r H2 n,]cc5w•rin � �... _ TRD'w ] 'n /I��I' .wad•u o.c O le 'g.D fLv[Dw JOIOT ].6-•. .- N]0 C44M5 nLWLATPI oWLAT� g� �.] TWp•L 4•]D I001LwOe � 1/•1(�' y�.DV �N]NJTW W N V TDdtD Vp(r Y RfpIIRJJ O W G a.J,"o V[YM1UO •... eTD.rrDID TOILE" _.... ¢. .... H aQ e'•"• CLOS. MASTER BED �. I, T' fa wr D ctm rre. { Q o J.I]]uTDA oDuou aluve T(yI. CO .;,,.� ; "TTrILK V.•mx T c (� we Doa nr.Ym a I'b' L 1� 1 1 1 ��,tw,m!" - nTwoD ew nmc j-1 {J-� cu+m.wu.m m m .•D.C. i - lJ-J Q o� ..._D/Y etNArFNG - •ere'r.C.4n.Dp. UTR w'nDe TCDD Gn01.]'I � 91 pAT GUEST BEDROOM SCREEN PORN TTamu erou • GARAGET �9 xI ]...na.aT...__.. w•r.a cn.m ]..I ND WT..•.. ... e'-Y Td CURD O O•OI1p1AMM.4b •p•.(,p(tD IJVDY V 68V 0 b Ye' � ' � •1,a�yrtJO�s.JO/Ji o44.G1[D e� �O b� ��•� d•K MOlbl.WLG , II 1T'LA 1 U'D.C. rr1.V,Iee VY LDY RID�TuuG I �T6D J.�L�.T.eCT OOwI •••..]..e•G[ ......_ � �i ( _ ...... � v r aeu�ii�x °•�wwi w uwaaTw-DD—D. _ _.—].e Tv.�ro elu 4 .i 1] '"� �t,B1g—p tl✓�R 3 ]. t.au �s.•q°� �I rmolauee cau�Tn. r say esusa, o- •�u Ilaa�.vV 1 1 FULL i•c.u °i1wm eiowe'v.D 1 1 BASEMEN •nn.rls.vroo wool A6 Sp_ECTIDN @GARAGE a ® SECTION @ GUEST B.R. � °� • IR 01 • C _ cc, G 1 I J m Q I— C/7 z I� m V) Z Q ¢ > � w ' � w J A4 . 1 �• � � 2009 Town of% rZzhle Old King,.-. ,,J :• y Committee L_ 0/4 LOAMY lorR .._ �\ SAND 3/3 \"Loll 0 10YR . a -I r • \ r � I U LOAN 4/3 ._._ + jl `✓r �Q9/ T.A ��/V '-. %\ `` \\ \� FSILT IRM LO�N 2.SY l� 35. ♦\ `\ e \ MED-COARSE ?-5Y r. / ♦J ce•L 1 ' CZ SAND n/GRAY 7/3 �! AND COBBLES -} /Ye� cSTO/✓e .Sr>dse7� 1. I: /• 216. NO WATEF 12 0 2f 6_L D0, •+ DAIe• MARCH IEST BYE CAPOLYY.J O: --- i \,/ �'' ' `•�i _ '�-:' � WITNESSED BY: 00*i.: N1 I I _ _ .. r '\ .- 1 � r /-;,i - .-�• _ - - \ PERC RATE: 12 M'7:.I N.' o / (// ✓ .- i ' I ; ;' '�.'' .'�'.;' .. - - - --1 i-'_-__ OH' ASSUMED IN C2 LA/E" PO O L /o t' I .. - \\I• •r I •/ f 6;ajC�iY� "cD/f Q /cam a .,�r\ ;• LOT .7 [`\ r' <; \ \, ♦ \�• - [� ♦_' _ ^-. _♦ ofo '��\�\\,\ l\ ` �' - _ \-\` `p1��"/ •\,ram. • . ca 0 r \ "?gym. �./'•. -._:._ 1..- �Py 1 pie _ ;�-�' ' \ -„•� � �, ,'`- -�" "no a•°2' osier p d�Go��\�e \ \ '_ :. -• - I ' a x is �� /!*m0 .4 ' SA NO . 1 '.O (►� WE EX1ffrN0 �� FELL LEGEND I / // ! •1 i/��� �� .�C�I��CQ P . C . 6 CB CJ R£7E BOUND WATER WgTER LrN£ 5 C� '1 / ❑ 6' HYDRANT �' -6— GAS LINE E 1 ov- 2 M v �w A I l i L 1 o / / — OVER HEAD M'IR£S t. ° 1 O e>rl srrr••c i� L rGNT POST wL UA'O£RGROUND ELECTRIC LINE —7— UNDERGROUND T£L EPHOA'E LINE / —C7 v-- UND£POROUND CABLE'V I S ION L I NE 4C..A SPOT ELEVATION _ 40- EY,ISTING CJNTOL'R / L I PROPOSED CONTOUR r 0 10 20 40 Loa Plo E 1 i � F1 I I i r Q V� OBARNSTABLE U `� •, ''"""" "�Iswb. INVERT ELEVATIONS: DESIGN CR11'ERIA: GENERAL NOT«E'S;.rcx.mrr,xrr•o rr urn �t•D-- ala"''ey, IRT^ � T• KNIT uu(0 DTGf M OIIr.w+. JL1- r ,Grlur nrw rt wr0.IW rlCl w,rtcrr \r owl �L�t S:L LL.LLLL�� rT.r lrl lr p rwwr•:J1.Y— rnr.e r rx,nu„mr rtr.«r nrt nu. •r.r r•fm u.t4plw pugrr, wrnN s lnp rw'Jfr:.y.a 10.x we.•ru a.t. /� J11 r,0 run 0 o�rOrn rrr•„NN ufuD.II.r•,R.f I.,I w r[0 Yn�,rtI, � ,V,�O I•a rwrlOror IwO 0u.xlx. !. rK f/xOK•w urt,rrtr A.b C'wrO rw10 �� xOrKi Y rrf,fl,l`,r,rtx,xul , rOw•cm url rrp>rt,r IOII«r II.O Y,l Y,Wlrlp fIJ'l+fVrOV�,nr WC 0/ «If.O.r.I.,Ittf J uO lOC4 i PROFILE:NOT ro —, ',A,vrua n.0"o�N,ron/ •. ",r .ur m.,p. nr.m la.el.o urr• u�l�M N low"r.0 Lwrto uor• «.w/D i.ewnr /.Jrevlrw u.v.r.:'�o Kr•rt• a \ Oro:,•lK Yt t4plw ouKrll LOCUS MAP NSOIL TEST PIT DATAe wner.x.mo.w,.Nurrulre,rR Knr"'T. ;ir"rvi"r",,«,'w ua ra rim oix rw.`e . \ �0/A . ,R O ,. rtrne,n,:.lama.wu wort rxl .. ....................................... n., n. ....._........�................ ,o.a Drnr rrlm•no w',r,ru ro ro»,r„aup B .,, l«x. ' OI ...............n. ....... �" x lK• ;'1 •DnD K.x ro„"ID a,D,l.oD„p,.w II •, ',',; 7 ro-puv,.n lD wK,lmwrlp„..«n Nwr,.w ,r ,(,.i .w a°.nn ....CZ ' ♦\\r`�`' �)i i 1 � '`J ,rmunpr. n,xul.Dalx rr�nuxnw r rylj us „ ro wK�'.LiLns r.�mKrQ�.ru r•ave1. lecl. .16 V. 00 l Kuaao r�.omwr ra•ru x i ~ `�\ �� f�•m•'°�' .K S / TE PLAN OF X4/J0 J6r 1A10Y NECK ROAD. MdP /J6. :+dRCEL 0/r-002 .x' WES 7` BARNS TABL E MA s» .. PREPARED FOR: Ropy LEDE,ND BER T deaMAR T/ N 5A ■K n errc roux P.c.60x 622. EAsr PALMONr— MA 025JO O SCALE: / 20' MARCH ::J. 2006 EAGLE SURVEYING , I NC ' '"' — umrw..we nrrnre lrxr S vo r,..e»e,. e.Daa ��uoaeie ..a enaa � - maJurwp us teoaf - as �_ r,ero,m Kxrwe JDO N0:W0]: iIELD:TA1 C4C:fiN GECi:CEI DRN:SAX •s �� • �`�'�®� �OF O�ES����.. NpS����aQ`� b �����a�� i a�e�.�d ��s _ '��9 .�k � �+��� '10 oflHEro``y Barnstable Old Kings Highway Historic District Committee 200 Main Street, Hyannis, MA 02601;TEL: 508-862-4787 Fax 508-862-4784 ■ARH57A8LE 6.)9. APPLICATION, CERTIFICATE OF APPROPRIATENESS Application is hereby made, with four(4)complete sets, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans,drawings, or photographs accompanying this application for: e Check all categories that apply; 1. Building construction: New ❑ Addition ❑ Alteration 2. Type of Building: House S/Garage/ba-m ❑ Shed ❑ Commercial ❑ Other 3. Exterior Painting, roof ❑ new roof ❑ color/material change, of trim, siding, window, door 4. Sign : ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 5. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Retaining wall ❑ tennis court ❑ Other 6. Pool ❑ swimming ❑ Other man-made pool Type or Print Legibly: Date: 6 —a4-- 1O Address of proposed work: House#� Street: ,A1(F_:!, _ Village _ P�L Assessors Map Lot# [,o —(Q l Description of Proposed Work: Give particulars of work to be done: ALL y4oca-> S l X>I'4G1 AnlZ> i Agent or Contractor(print):p4 t t_L �2 _125',^RjE US=� Telephone#: �`��� • iJ 3 9 • 2 Address: 10 T?O-,Yc to FA L-ivIZ20-1-1A W\ Contractor/Agent' signature: NOTE All applications must be si by the current owner Owner(print): e:__T7>f%10rJ > L-XjK. S Telephone#: Owners mailing address: F- T_ �' vv��_y � � P�(Y 160(,pJ� — Owner's signature: - D ►t7"";,; r=. ;�t" - For committee use only. This Certificate is here P`ROV �bD D i�_ � �+1 �.� � l}Lug 1�V' }'I ► Date to Members signatures yn Bi . I of 9thow aY JUN 2VI � is W rn- H+S ";C c cESE-VANION C(USSI G Sf 1 .. _. _ Any conditions of approval: boc�YRUR v U. W( CJCJuv�u-. �v 1 Q:1GM1D u s101d Kc gs HighwayIOKHNewAppIOKHCert Approprinteness 07.doc r Town of Barnstable Old King's Highway Regional Historic District Committee CERTIFICATE OF APPROPRIATENESS SPEC SHEET Please submit 4 Copies Foundation Type: (Max. 18" exposed) (material -brick/cement, other) Gv Siding Type material: -Color:,CA11�_ C_DD_. Y Chimney Material � ��t�(1✓t Color: �[ _�,a< C,e,Q Roof Material: (make & style) AF-C+ , � 1-1 Color: Trim material 00-_]�> Color: 1--1 4 EF'o W+ 1 )L Roof Pitch: (7/12 minimum) (`✓��i N -} ie0/12 J�o�M> � : Window: (make/model)-Agi?E� � 4-M material'4114YI- CL_4X> coIoiNN,1-� {�1' vJ�Di� iZiE2> �E-„X-r, FF�� 1Z -SIM ��N Size(s): 3 Zx��-'' 9 1 W O�� --571.?�)a- Door style and make: Ptrz -T � material �-1 ,rLc�1--,4�Z� Color: _ Garage Door, Style 1 �Size a&x Materib" `rl- L Color.WH'IT-E�7 Shutter Type/Material: V 1 j J Y L_ Color: _ ,�JF_L Gutter Type/Material: Ai�i\A 1 tJ U M Color: �([o � Decks: material VA Size Size 1 i x ' CO` x gyp' Color: V1 H IME bq Skylight, type/make/model/: ' t0�A material.' _Colo: _ —size, _ Sign size: Type/Mateiials: Color: Fence Type(max 6' ) Style,,-A?L►I tZtt q_ materials-E✓:ZD^L Color: P-�L. Retaining wall: Material: Lighting, freestanding on building illuminating sign Please provide samples of paint colors and manufacturers(-brorhyrzEQfs y Hof windows, doors,gar , fences, lamp posts etc �{� } t ,r �� ADDITIONAL INFORMATION: 11 ' u �J 1 ATt fl I {Barnstab e •�u��� „,,�'TIrl1 Old King nee Signed: (plan preparer) print name tel.no. Location of application: Street no. Street Village 2 QAGMD-Groups101d Kings HighwaylOKHNew AppIOKHCert Appropriateness 07.doc r 1 i _ f '�" - _ .•- 1 'y` 'i •�i:n w s'.f a: .� R'�v. .. -VlJ0OL7�J�O Z,_ i i I I . Y •I'.j. . P k_I.1..,-'Y. V.Z.�..4 ,4 iiv4 `a, '��' .. II f �. a•' f �3 1� A 1� j � III ��� HY•�-`ezr••Fr.{� S•�T i .....? r } -.�_ •^r�F � � `'. ..i Kam; ti � �ti J.�, w. ��,���'S.r��t �.rh�l:e_ ,lt�} . , �a. } D-iy "�ds•�r.;�-""�rN�J�'�c`{R7s i``+,�t Z t�'b`�,• r, �.. rY i.r.''� y, "�'-.- '"r,,:.• �a+'.�'r.�'`a f, ..s T ... •y r � .(a '�'`�k _.,.{-d' 'i.%'�;. 4x�., .c ii""r4''. �.A�t'i f �!'''•C+"yD`'t �+,. �-✓fit' y �. �+ � .,t �_-.- ,. ♦ ;.= g ., � i e Cf',.lxQ � ,r r e f S�'"�. .: . t`'��' r '� s�. >. y� i .t..: {� �\ .. y. r. �,( n. �•' 171 z ��;.t � • �,r-r.i.. �tr'x�h`! 'ry;t v, t �r� re,,�:1► 1 L,> S �`��, a _,F' ,j"�a`�Y.,�i- z_a rlr;� Y rya rJ-.,r n ,�rii`*�"x�� � ♦. �� :J `^A - e ..a ,:'�.. `�-�" t ' '� 4 s.. � a:. �� .h r s..„• ` "4+r� `d� !^,:. '�'�'.. - �I 1' t.. �c 'f. r i+ �. .h,t� I'ri '/�..:..•i.3:3.:..o r-�-++.-fTLi�� ���..♦.. ���.�. .�.r.T .•1 "....5..f.'..��L...� 'ter :t 3 � t _ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ;.cam , Map % Parcel' -. IVG` ` "" 'Application ,6 C. 0 a " <� Health Division Date Issued 7i Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address ?S1 :E;'4nA, Ne-L NJ Village tkkx " Owner �M wI A LuttpS � qfl Address Telephone 6 351 7 Permit Request 40 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed- Total!new.•__, Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION David P. (BUILDER OR HOMEOWNER) 7 71t '22 Z 7 Name �rin-�1 �11C_ Telephone Number —CZT -gqt 113G Address 113 19(ZIA -r./) l�('� � 1n'1�f-� License # 03 7-�� Home Improvement Contractor# Worker's Compensation # /PGy,? ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Ass SIGNATURE AtD DATE 4 r� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ` MAP/PARCEL NO. . ADDRESS VILLAGE 3 OWNER DATE OF INSPECTION: s FOUNDATION: FRAME INSULATION - FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: �^e ROUGH Leo'• FINAL ti:INAL BUW'DINGt • F s r DATE CLOSED OUT ASSOCIATION PLAN NO. i i . i Jul. 19. 2010 10:09AM No, 0483 P. 3 Town of Barnstable Regulatory Services MM Thomas F.Geller,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Rymmb,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF LICENSED CONSTRUCTION SUPERVISOR 1; 4EIQ ty U,�v- L usrcAs �'/ cam _.Lam,owner of property located at hereby certify that R.'r b A i t A.) _ is no longer Construction Supervisor listed on the application for the project under construction as authorized by building permit#-�bO 9--� Y,issued on 7 Z200 9'. I understand that the project under construction must cease until a successor licensed Construction Supervisor,is submitted on the records of the Building Division. i !e Sa24iR�OPE=RT—YOWNER DATE Z///0 q/forms/eev►camtr 4 • 1 J u 1. 19. 2010 10:09AM No. 0483 P. 4 Town of Barnstable •RegWatox-y�Services Thome F.Gda,Director �ese. Building Divid6n Tom Perry,Eufldiug Commissioner 200 Main Stre4 Hya=ds,MA 02601 . Office: 508.862-4038 Fax: 508-790-6230 NOTICE TO TBE sUII DING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY t73- A= c7�e � W✓�cS r/1 c- , Construction.Supervisor License. # 3 7559 _.hereby certify that I have assumed responsibility for the project under construction,as authorized by building permit#�9—(01o739Y issued to (property address). J'91 A04 Aaae 2002. The following documents are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption fo=(if applicable) copy of my Home Improvement Contractor registration(if applicable) Commonwealth of Massachusetts workers' Compensation Insurance Affidavit. Road Bond(if applicable) 7 a� Ln LICENSE HOLDER DATE �i�s • cT<�salA =, -z e The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers AvOcant Information Please Print Legibly Name(Business/Organization/Individual): c R&sw C. Address: ! 39VAV"(W, City/State/Zip: r u[NGUI M. J1A 02SY0 phone#: -,5bV 5c 7�/3 Are v u an employer?Check the appropriate box: 4. I am a general contractor and I Type of project(required): I am a employer with . l. _ ❑ employees(full and/or part-time). have hired the sub-contractors 6. New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' 9. Building addition [No workers' comp.insurance comp.insurance.. required.] 5..❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their I LE] Plumbing repairs or additions . myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. =Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. if the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. /f Insurance Company Name: �t� Tit�u��,e `�• Policy#or Self ins. Lic.#: A R�,��YC2 to P/ Expiration Date: Job Site Address ,76-/ V /GL / .tq/y)S� City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification I do hereby ce under the pains and penalties of perjury that the information provided above is true and correct. Signature: t% �� C Vv Date: Phone#: SAS SY8 //36 77,Y .936 S-27a Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: i 05/1-2/2010 WED 12, 13 FAX 508 564 5531 Bouchie Insurance 0001NO1 ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE 05/12/20 0 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Robert E. Bouchie Jr. Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 1352 Rt 28A HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. PO Box 400 Cataumet, MA 02534-0400 INSURERS AFFORDING COVERAGE 'NAIC 0 INSURED Johnson Homes Inc j INSURERA: SAVERS PROPERTY&CASUALTY,.INS 143 Palmer Avenue I INSURER B: _.... .........................................._._.......... ..!.................._.._................ Falmouth, MA 02540 i INSURERC; ........ INSURER O: ! INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ..................._ __ -- ...............__..._........LIMITS-- ---..... ........_. IN SR DD% �—--- POLICY NUMBER PO TEY EFFECTIVE ;POLICY EXPIRATION i Nago, TYPE OF INSURANCE i GENERAL LIABILITY I ? EACH OCCURRENCE !$ I—?COMMERCIAL GENERAL LIABILITY CLAIMS MADE I OCCUR MED EXP(Any one Der6pn) E ! �$ 1..--•?••-- -........... .._.__..... ..._... . I j PERSONAL ..._...-.._......_.;.5..... _.. .._.._.... ... . V INJURY (—.. ..._.....—._—_—..----•---_-.._— ; ':GENERAL AGGREGATE ! GENL AGGREGATE LIMIT APPLIES PER I I !PRODUCTS.-CO,MPIOP AGG `$ .... , I •.PRO- POLICY !...... I I Loc i I.AUTOMOBILE LIABILITY i COMBINED SINGLE LIMIT ! (Ea aeddent) I$ i_...._�ANYAUTO -----._.._._.. i ALL OWNED AUTOS i BODILY INJURY SCHEDULED AUTOS ! ;(Per person) '$ _...-•------..__.._.__.._ �— HIRED AUTOS i 1 i ; i I BODILYINJURY $ I NON-OWNEOAIJTOS I i (Peraeddenl) ; 1 I PROPERTY DAMAGE. •• !$ 1 I (Per accident) i GAR LIABILITY i AUTO ONLY-FA ACCIDENT ;$ -_� 1—_........._..——....- --...._.. -----._...._.— _._._...._.._ ANY AUTO r i I OTHER THAN EAACC E i AUTO ONLY: pGG E l.E._. SSXCEAIMBRELLA LIABILITY i EACH OCCURRENCE I$ i1..._...... I........_...._.._. .. _ 'OCCUR !AGGREGATE 1 E !.__..) CLAIMS MADE $ i DEDUCTIBLE I i :$ ...--.-----...._........._._ RETENTION $ ! $ WORKERS COMPENSATION AND t 1 TATU• . ;OTH• A AR0426461 01/30/10 01/30/11 :_...__To° X.:.. B_._......._..__.__.._._...._....__._.__... EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXEcuTIVE ......__.__..._ Q! ? !E.L.EACH ACCIDENT !$ �00al . E.L. j OFFICER/MEMBEREXCLUDED? ! ......._.. ._I... i iE. OISEASE_EA,EMPLOYEE'.$, •,••-1000.,000 i If yes,descriRObe under j SPECIAL PVISIONS below E.L.DISEASE-POLICY LIMIT ;S 1 000 000 t OTHER ! i � ! I DESCRIPTION OF OPERATIONS 1 LOCATIONS/VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS . CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Falmouth DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN Building Dept. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO 00 SO SHALL 59 Town Hall Square IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Falmouth MA 02540 REPRESENTATIVES. r AUTHORIZED REPRESENTATIVE Fax: 508-540-7376 C�p e. o&6J ..�. wnnnn ee innn�rne� ©ACORD CORPORATION 1988 I r Massachusetts - Dep.artment of Public Safety , 1 Board of Building; Reaulatioins and Standards Construction Supervisor License License: CS 37559 Restricted to: 00 DAV I D R. JOH NHS O_ �N " rc, 143 .PAL AVE #BFy` r %FALMOUTH, MA 0`2540 Expiration: 2/16/2012 ( untmi ci ,ner Tr#: 14672 : 0 Jul, 19, 2010 10:08AM No. 0483 P. 2 Town of Barnstable Regulatory Services N Thomas F.Geller,Director Building DIWISIOU Tom Perry,Building Commissioner 200 Main Street,Hya=is,MA 02601 www.towrz.barnctable.ma.us Office: 508-862-•4038 Fax: 508-790-6230 Property Ovmer Must Complete and Sign This Section If using ABuilder 2. 1.v A:�A s , as Owner of the subject.pmperY h,eneby authorize ,US'�iU /r-/ S �l/C• to act an MY behalf, is all matters relative to work authorized by'tMs bulling permit applica&n for. 38t 5��0IVCCle, 2OAD UP (Address of job) 7/o3/dg SiPat= of Owner to �aC�s 2 • �v ccA C &.y�� �QtcAe Print Name If Pro a Owner is applying for ermit lease complete the . —�-� p P P Homeowners License Exemption Dorm. on-the reverse side. n 03 09 02: 53p DeMartin Building 5085348687 p. l CII 227012QEMARPNBU 1ACORD. "CERTIFICATE OF LIABILITY INSURANCE . p�r,��11MJD0�' ZEU—CER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION )owling 8.O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXPEND OR lgency ALTER THE OVERAGE AFFORDED BY THE POUCIES BELOW. ►73 lyanou®h Rd-. PO Box 1990 "nnls,MA 02601 INSURERS AFFORDING COVERAGE NAIC it 4SURED INsuRmk NaVonal Grange Mutual Insurance DeMartin Building 8 Remodeling,LLC nwREna• Guard Insurance Group 14 Marton Avenue INSURER G Hyannis,MA 02601 e 7� fJ INSURER O. A 1 er r INSURER E: :OVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HERON IS SUBJECTTO ALLTHE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE POLICY NUMBER POLICY CIWMME POU LIMTTS 0 GENERAL UTAf3tl.nY MPS499OG 05/13/09 06fl3/10 EACH OCCURRENCE s1 0 0 �( COMMERCIAL cENowIL uAeam TO R0aU'ED $ 00 000 CLNMSMADF, ©OCCUR M®EXP —P-Spi) $10 000 PERSONAL a ADV INJURY S1,000.000 GMER L AGWi FGATE s2,900,000 GEN'L AGGREGAT8 LIMIT APPLIES Pat epooven-comptOP AGG s2,000,000 PoucY LOC AUTONIOSILELIA840Y ��pSWOLELIMIr AN CO Y AUTO s ALL OMPJFD AUTOS. DOOILY INJURY crHmuLED Auras (P-P—) HIRED AUTOS BODILY I W URY NW-CWNEp AUTOS PROPERYY DAMAIN b (Per KtlEeno CARA6ELIAOnITY AUTO ONLY-FAACCOENT S ANY AUTO OTNIM-T" N EA ACC b AUTO ONLY. AGG S E]ICEBaYII�eBRF1iA UADILIYY E—"Q=UPA€rICE $ OCCUR CLAIMS MAOF AGGREGATE S b DEDUCTIBLE S RETENTION S b 3 WORKERS COMPENSATION AND DEWC909932 05M3/09 05113MO X vvcsIIMIT one EMPLOYEW LIAdIUW ANr El 1 EACH ACCIDENT b 000 OOO OFVICEWMEMBER F)=UDEDt YES EL MFA9F_-rAGMPLOYEE 91,000,000 aPECIAL P o V iiama bekw EL DISEASE-POLICY LIMIT r1 000 000 OrTIIER IE6CR!FMN OF OPERATIONS f LOCATIONS I VEMCLE5/EXCLUSIOM AWED BY MDORS010fr/SPECIAL PMW ISs0M --- lob: Ed&Virginia Kelly nsumnce coverage is limited to the tsrmar Conditions,exclusions,other imitations and endorsements. Nothing contWned In the certificate of nsurance shall be deemed to have altered,waived,or extended the See Attached Descriptions) 2ERTIFICAIE HOLDER CANCELI AT10N sHOULD ANY OF THE ABOVE DESCRIBED POLICIES 09 CANCELLED DWORETHB DMIRATION OATETHFAEOP,TNF MLHMR tNSU Bt VRLL 6NDEAVORTO WUL -th DAYS NRIQrTEN 1V�as 1pce Building Department NOTICE To THE CERTIFICATE floLM R W1b1ED TO THE LEFT.BUT FAILURE TD DD SO SMALL 16 Great Neck Rd. MMPOW 000 OBLIBATWN OR uABBJTr OF AW NND UPON TM:INSURM na AGENTS OR Mashpee,MA.02649 REPRMENTATI VE.S_ AUTI(ORIZIp pREBENTATIIIe The Commonwealth of Massachusetts Department of Industrial Accidents l Office of Investigations \ 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): fr Address: 1A c I City/State/Zip: Gimp , 07T34 Phone#: .'D S 1PY qS9 ? Are y," an employer?Check the appropriate box: Type of project(required): 1. I am a employer with 1 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp.insurance comp. insurance. # required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their. I I.❑Plumbing repairs or additions o myself. workers' right of exemption per MGL y � comp. 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy andjob site information. Insurance Company Name: VV Q n d 0 6re t V 1 116 Policy#or Self-ins.Lic.M W C 90 g q 3 3 Expiration Date: Z/(9 Job Site Address: 391 �t City/State/Zip: ���j10)15 ,�� ���}i Attach a copy of the workers' co pensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify un er the pains d penaltie o perjury that the information provided above is truce and correct. Signature4: Date: 6 Z Z / Phone#: 9 S-3 7--/ �Q$ 3 Z 3 7 3E Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions . Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax# 617-727-7749 www.mass.gov/dia I CERTIFICATION p,� �Moon, CONSTRUCTION CONTROL — FINAL AFFIDAVIT PROFESSIONAL ENGINEERING SERVICES DATE: November 18, 2010 PROJECT: Lukas Residence LOCATION: 381 Sandy Neck Road Barnstable, MA DATE on Structural Elements Package submitted for approval and issuance of the building permit: Residence: Sept. 22, 2008; Revised June 03, 2009 Observation Reports June 21, 2010, & October 8, 2010 w/ attached sketches In accordance with an agreement between the Owner and Rivermoor Engineering, I, Peter J. Falk, being a registered professional engineer, certify that I have performed the following professional construction phase services for the STRUCTURAL work, described as follows: 1. Reviewed, for conformance to the design concept, above referenced structural documents. 2. Was present at intervals appropriate to the stage of construction and became generally familiar with the progress and quality of the work and.have determined, in general, that the work has been performed in a manner consistent with the construction documents. yt, Conclusions: Work performed to date meets the intent of referenced design documents. Structural'work remaining for 2nd floor balcony to be completed. ;F�; S,'f11_;`i URAL �► 4 N0.43315 �SSIpNAI Professional Engineer(original Seal Signature. 9 ) 9 Date 11; iV, cViV i�.i� VVVVI�VVVV VV...I/VHI L VIIL VHI.)CIC.II't --�-- -.---•- I r Fax Cover Sheet. C A P E C a p V,�hh- C U U M BAI,.. E $ AN b 36 RVIC � 8 HUNTINGTON AVENUE SOUTH YARMOUTH, MA 02664 OFFICE: 508-394-6203 FAX: 508-394-6860 E-MAIL: ccvm@comcast.net Send to: From: BOB McKECHNIE TIM WALSH Business Name: TOWN OF BARNSTABLE Date; 11/15/2010 Office Location: HYANNIS Office Location: SOUTH YARMOUTH Fax Number: 508-790-6230 Phone Number: 508-394-6203 ❑ Urgent d Reply ASAP O Please comment lease Review t��For your Information Total pages, including cover: 8 Comments: HI BOB, HERE IS THE INFORMATION THAT YOU REQUESTED ON THE 3M ULTRA PPD PLASTIC PIPE DEICE FIRE BARRIER THAT WE USE FOR THE;CENTRAL VACUUM PIPING. THE 3M COMPANY STATES THAT IT ACHIEVES UP TO 3-HOUR FIRE PROTECTION. LET ME KNOW IF YOU NEED ANYTHING ELSE. THANKS, TIM fi o. 00 3. _ o0 I v rn i - GOC/I'T I FiVL VL MATERIAL,SAFETY DATA SHEET 3M Interam tm Ultra PPD and Ultra RC Packs 02/12/2009 Material Safety Data Sheet Copyright,2008,3M Company. All rights reserved. Copying and/or downloading of this information for the purpose of properly utilizing 3M products is allowed provided that: (1)the information is copied in full with no changes unless prior written agreement is obtained from 3M,and(2)neither the copy nor the original is resold or otherwise distributed with the intention of earning a profit thereon. This material safety data sheet(MSDS)is provided as a courtesy in response to a customer request. This product is not regulated under,and a MSDS is not required for this product by the OSHA Hazard Communication Standard(29 CPR 1910.1200)because, when used as recommended or under ordinary conditions,it should not present a health and safety hazard. However,use or processing of the product not in accordance with the product's recommendations or not under ordinary conditions may affect the performance of the product and may present potential health and safety hazards. Ifr .i'1�r'•. rl PRODUCT NAME: 3M Interam(tm)Ultra PPD and Ultra RC Packs MANUFACTURER: 3M DIVISION: Building&Commercial Services Division ADDRESS: 3M Center St Paul,MN 55)44-1000 EMERGENCY PHONE: 1-800-364-3577 or 651 737-6501 24 hours Issue Date: 02/12/2008 ' Supercedes Date: 06/09/2006 Document Group: 08-6444-7 Product Use: Intended Use: Fire Protection IngredientC.A.S. No, % by Wt Steel 12597.69.2 30- 65 Graphite 7782-42-5 20- 45 Alumina Trihydrate 21645-51-2 5- 20 Proprietary Vinyl Acetate Polymer Trade Secret 2- 5 Cellulose 9004-34.6 0,5- 1.5 Ethylhexyldiphenyl Phosphate 1241-94-7 0.5. 1.5 Oxide Glass Chemicals 65997-17-3 0.5- 1.5 Water 7732-18-5 0,5- 1,5 3.1 EMERGENCY OVERVIEW Specific Physical Form: Solid Odor,Color,Grade: Gray to black solid composite with little or no odor enclosed in a red galvanized steel collar. I Page I of 7 MATERIAL SAFETY DATA SHEET 3M Interamn tm Ultra PPD and Ultra RC Packs o2r2t20os General Physical Form: Solid Immediate health,physical,and environmental hazards: The environmental properties of this product present a low environmental hazard. This product,when used under reasonable conditions and in accordance with the 3M directions for use,should not present a health hazard. However,use or processing of the product in a manner not in accordance with the product's directions for use may affect the performance of the product and may present potential health and safety hazards. 3.2 POTENTIAL HEALTH EFFECT'S Eye Contact: J No health effects are expected. Skin Contact: No health effects are expected. Inhalation: No health effects are expected. Ingestion: No health effects are expected. Carcinogenicity: I lneredientC.A.S.No. Q=Description &Eulation GLASSWOOL FIBERS(AIRBORNE NONE Group 2B International Agency for Research on Cancer PARTICLES OF RESPIRABLE SIZE) GLASSWOOL FIBERS(AIRBORNE NONE Anticipated human carcinogen National Toxicology Program Carcinogens PARTICLES OF RESPIRABLE SIZE) 3.3 POTENTIAL ENVIRONMENTAL EFFECTS This substance does not leach metals or other RCRA(Resource Conservation and Recovery Act) listed TCLP(Toxic Characteristic Leaching Procedure)hazardous substances at concentrations that would make the product a hazardous waste. : ..AM :• 4.1 FIRST AID PROCEDURES The following first aid recommendations arc based on an assumption that appropriate personal and industrial hygiene practices are followed. Eye Contact: No need for first aid is anticipated. Skin Contact: No need for first aid is arnticipated. Inhalation: No need for first aid is anticipated. If Swallowed: No need for first aid is anticipated. •,i 5.1 FLAMMABLE PROPERTIES Autoignition temperature Not Applicable Page 2 of 7 -f1. /L ILJSZ. LUU11F MATERIAL SAFETY DATA SHEET 3M lnteram tm Ultra PPD and Ultra RC Packs o2it2t2oo8 Flash Point Not Applicable Flammable Limits-LEL Not Applicable Flammable Limits-UEL Not Applicable OSHA Flammability Classification: Not Applicable 5.2 EXTINGUISHING MEDIA Non-combustible.Choose'material suitable for surrounding fire. 5.3 PROTECTION OF FIRE FIGHTERS Special Fire Fighting Procedures: Wear full protective equipment(Bunker Gear)and a self-contained breathing apparatus(SCBA). i Unusual Fire and Explosion Hazards: No unusual fire or explosion hazards are anticipated. Note: See STABILITY AND REACTIVITY(SECTION 10)for hazardous combustion and thermal decomposition information. Accidental Release Measures:Not applicable. New .......... _. , j ::i��:j:�;i:' ` ,•i.p. :r�iljt;l:`.f•• , �6ii�.; . . ..,:.... •�i i 7.1 HANDLING This product is considered to be an article which does not release or otherwise result in exposure to a hazardous chemical under normal use conditions. 7.2 STORAGE Store away from acids. ii 8.1 ENGINEERING CONTROLS Not applicable. 8.2 PERSONAL PROTECTIVE EQUIPMENT(PPE) 8.2.1 Eye/Face Protection The following eye proteetion(s)are recommended: Safety Glasses with side shields. 8.2.2 Skin Protection Avoid prolonged or repeated skin contact. Select and use gloves and/or protective clothing to prevent skin contact based on the results of an exposure assessment. Consult with your glove and/or.protcctive clothing manufacturer for selection of appropriate compatible materials. 8.2.3 Respiratory Protection Under normal use conditions,airbomc exposures are not expected to be significant enough to require respiratory protection, 8.2.4 Prevention of Swallowing Not applicable. Page 3 of 7 MATERIAL SAFETY DATA SHEET 3M Interam tm Ultra PPD and Ultra RC.Packs 02/12/2008 8.3 EXPOSURE GUIDELINES Ineredient Authority Tvae Limit AdditiQuIl Information ALUMINUM,SOLUBLE SALTS ACGIH TWA,as Al 2 mg/m3 ALUMINUM,SOLUBLE SALTS OSHA TWA,as AI 2 mg/m3 Table Z-IA Cellulose ACGIH TWA 10 mg/m3 Cellulose OSHA TWA,respirable 5 mg/m3 Table Z-I Cellulose OSHA TWA,as total dust 15 mg/m3 Table Z-I Graphite ACGIH TWA,respirable 2 mg/m3 Graphite OSHA TWA 2.5 mg/m3 Table Z-IA Oxide Glass Chemicals 3M TWA,as dust 10 mg/m3 SOURCE OF EXPOSURE L1MJT DATA: ACGIH: American Conference of Governmental Industrial Hygienists. Cv1RG:Chemical Manufacturer Recommended,Guideline OSHA:Occupational Safety and Health Administration AERA: American Industrial Hygiene Association Workplace Environmental Exposure Level(WEEL) ' '1 I y' li .1 :.� i''1 it "i•1�: �4 j�l�;� •�f 11i��: ;,11''. :'1. !:liil:;. Specific Physical Form: Solid Odor,Color,Grade: Gray to black solid composite with little or no odor enclosed in a red galvanized steel collar. General Physical Form: Solid Autoignition temperature Not Applicable Flash Point Not Applicable Flammable Limits-LEL Not Applicable Flammable Limits-UEL Not Applicable Specific Gravity Not Applicable Melting point Not Applicable Solubility in Water Nil Percent volatile 1.4% VOC.Less H2O& Exempt Solvents 0.8 g/I tv Stability: Stable. Materials and Conditions to Avoid; Strong acids Additional information: Temperatures above 190C. Hazardous Polymerization: Hazardous polymerization will not occur. Hazardous Decomposition or By-Products Substance Condition None known. Not Specified Page 4 of 7 I 14%.L- Uu MATERIAL.SAFETY DATA SHEET 314 Interam tm Ultra PPD and Ultra,RC Packs oulmoos Hazardous Decomposition: Under recommended usage conditions,hazardous decomposition products are not expected. Hazardous decomposition products may occur as a'result of oxidation,heating,or reaction with another material. Please contact the address listed on the first page of the MSDS for Toxicological Information on this material and/or its corn onents. ECOTOXICOLOGICAL INFORMATION Not applicable. CHEMICAL FATE INFORMATION Not applicable. 11 ' '� t ;,i I;i' ,d1'i M� '� .,���;,i. ::ly i':Ly '.iil'! p"1{, ,•;b: .'i:, Waste Disposal Method: Dispose of waste product in a sanitary landfill. As a disposal alternative, incinerate in an industrial or commercial facility, EPA Hazardous Waste Number(RCRA):Not regulated Since regulations vary,consult applicable regulations or authorities before disposal. , :,,, '.:i::i; .'?';"1:..,1i... •:•.:: a :.i ID Number(s): 98-0400-5260-1,98-0400-5261-9, 98-0400-5262-7,98-0400-5263-5,98-0400-5359-1,98-0400-5360-9,98-0400-5361-7,98-0400- 5395-5,98-0400-5396-3,98-0400-5397-1 Please contact the emergency numbers listed on the first page of the MSDS for Transportation Information for this material. US FEDERAL REGULATIONS Contact 3M for more information. 311/312 Hazard Categories: Fire Hazard-No Pressure Hazard-No Reactivity Hazard-No Immediate Hazard-No Delayed Hazard-No STATE REGULATIONS Contact 3M for more information. Page 5 of 7 FV4UL- Ur MATERIAL SAFETY DAT.4 SHEET 3M Interam tm Ultra PPD and Ultra RC Packs 02/12/2008 CAI.IPORNIA PROPOSITION 65 Ingredient C.A.S.No. Classification GLASSWOOL FIBERS(AIRBORNE NONE "Carcinogen PARTICLES OF RESPIRABLE SIZE) WARNING: contains a chemical which can cause cancer. CHEMICAL INVENTORIES This product is an article as defined by TSCA regulations,and is exempt from TSCA Inventory listing requirements. Contact 3M for more information. INTERNATIONAL REGULATIONS Contact 3M for more information. ibis MSDS has been prepared to meet the U.S.OSHA Hazard Communication Standard,29 CFR 1910.1200. NFPA Hazard Classification Health: 0 Flammability: 0 Reactivity: 0 Special Hazards: None National Fire Protection Association(NFPA)hazard ratings are designed for use by emergency response personnel to address the hazards that arc presented by short-term,acute exposure to a material under conditions of tire,spill,or similar emergencies.Hazard ratings are primarily based on the inherent physical and toxic properties of the material but also include the toxic propcnies of combustion or decomposition products that are known to be generated in significant quantities. Revision Changes: Section 1: Product use information was modified. Section 1:Division name was modified. Copyright was modified. Section 9:Property description for optional properties was modified. Section 14: ID Number Heading Template I was added. Section 14: ID Number(s)Template I was added. Section 2: Ingredient table was added. Section 8: Exposure guidelines ingredient information was added. Section 8: Exposure guidelines data source legend was added. Section 3: Carcinogenicity table was added. Section 3:Carcinogenicity heading was added. Section 15:California proposition 65 ingredient information was added. t Section 15:California proposition 65 heading was added. Section 15:California proposition 65 cancer warning was added. DISCLAIMER; The information in this Material Safety Data Sheet(MSDS)is believed to be correct as of the date issued, 3M MAKES NO WARRANTIES,EXPRESSED OR IMPLIED, INCLUDING, BUT NOT LIMITED TO,ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OR COURSE OF PERFORMANCE OR USAGE OF I � Page 6 of 7 MATERIAL SAFETY DATA,SHEt~T 3M Interam tm lJltra PPD and Ultra RC Pecks 02/12a008 "TRADE. User is responsible for determining whether the 3M product is fit for a particular purpose and suitable for user's method of use or application. Given the variety of factors that can affect the use and application of a 3M product,some of which are uniquely within the user's knowledge and control, it is essential that the user evaluate the 3M product to determine whether it is fit for a particular purpose and suitable for user's method of use or application. 3M provides information in electronic form as a service to its customers. Due to the remote possibility that electronic transfer may have resulted in errors,omissions or alterations in this information,3M makes no representations as to its completeness or accuracy. In addition,information obtained from a database may not be as current as the information in the MSDS available directly from 3M. I 3M MSDSs are available at www.3M.com I Page 7 of 7 Page 1 of 1 Barrows, Debi From: Schlegel, Frank Sent: Friday, June 03, 2011 9:39 AM To: Barrows, Debi Cc: Heath DeptMaiIbox Subject: Address chnage for Map 136 Pcl 011.002, AKA; 381 Sandy Neck Road, W. Barnstable Hi Debi, The W. Barn. Fire Dept. contacted me regarding the assigned address for this property. It is a corner lot and you cannot identify this new house from Sandy Neck Road. Therefore, I have reassigned the new address as#6 Leonard Rd.,W. Barnstable. Please update and hard copy files you may have on this new construction. Thanx, Frank I i 6/7/2011 Page 1 of 4 Mckechnie, Robert From: David Johnson [david_p_johnson@hotmail.com] Sent: Monday, June 06, 2011 3:38 PM To: Mckechnie, Robert Subject: FW: 381 Sandy Neck Road - Final Inspection Hi Bob, A follow up to my email this am. Ed Lukas has talked with Frank Schlegel (E911 Data Liaison/ Eng. Records Manager). My brother Steve will remove no. 381 and install no. 6 tomorrow. Ed will call Frank for an inspection and to give him all of his phone numbers. Ed has also discussed the changes with Marylou of OKH. She will receive the filled out "Minor Modification to Prior Approved Plan" and photos of the changes no later than Wed. 2:00 to allow Ed to be placed on that night's agenda. Thanks, Dave From: david_pjohnson@hotmail.com To: robert.mckechnie@town.barnstable.ma.us Subject: RE: 381 Sandy Neck Road - Final Inspection Date: Mon, 6 Jun 2011 10:34:45 -0400 Hi Bob, Thank you for looking into the guard opening question. We will change the Master Bedroom balcony, rear Garage landing and steps, and side entry railings to 4" max. spacing. The Owner, Ed Lukas has agreed to change the address to 6 Leonard Road as per the Accessors' records. Would a signed document by Ed stating his willingness to change the address be sufficient for now to allow final sign off? Ed will also contact Marylou about your OKH concerns. I am sure that all can be resolved quite easily. In general, could final sign off be granted if signed documents are submitted to you that address all of your concerns? The Owner's bank will not release the final draw until the CO is presented to them. Johnson Homes has agreed to bill Ed Lukas as per the bank's schedule, and are thus the final payment is contingent upon the CO. Thank you - Dave Subject: RE: 381 Sandy Neck Road - Final Inspection Date: Mon, 6 Jun 2011 08:24:10 -0400 6/7/2011 i Page 2 of 4 From: Robert.McKechnie@town.barnstable.ma.us To: david_p^johnson@hotmail.com Morning Dave, According to the state the guard opening limitation was changed on 04/16/08 from 5" to 4" so it was in effect at the time of the original permit issue date. Second, any exterior modifications, no matter how small, are subject to review by The Barnstable Old Kings Highway Historic Committee before they are done. If the modification is made without approval, the permit holder is responsible for the approval and has made the modification at his own risk and must obtain approval. Perhaps a phone call to Marylou at 508-862-4665 would be a good place to start. She will advise as to the next step. The exterior grills are a question. The decisions of the OKH Committee only reference the exterior grills on all windows. Further discussion should be had with Marylou about this also. The OKH issues must be addressed ASAP. I will be in touch. Bob -----Original Message----- From: David Johnson mailto:david ohnson hotmail.com P ] Sent: Wednesday, June 01, 2011 2:17 PM To: Mckechnie, Robert Subject: RE: 381 Sandy Neck Road - Final Inspection Hi Bob, I attended the OKH meeting with the owner, Ed Lukas, in July 2010. I believe that the elevations that were shown to the Committee were pages Al through A4 all dated 6/23/10 drawn by Fine Line Architectural Design. I never received a copy of the "Decision" from the Committee but I do believe that I can recall most, if not all of what was discussed. In response to the issues that you mention: 1.) Exterior permanently affixed grills (in addition to removable interior grills) were required only on the Leonard Road side and some of the windows on the Sandy Neck Road side. 2.) Yes, the roof was added 3.) The deck stairway shown on the Proposed Rear Elevation, page A2 was approximately centered on the sundeck. Relocating the steps from the center of the deck to the end of the deck was discussed with the Owner, and made a great deal more sense in practical terms. If the stairway was constructed as shown it may have extended into or close to the limit of work. The only questions that were raise about any of the decks involved the railings and the style we planned to build since glass panels were apparently indicated on the rear elevation. I answered that the railings would be of a traditional, vertical baluster, painted wood style. The landing and stairway we built behing the rear Garage door is shown on the Proposed Right Elevation, page A3 6/7/2011 Page 3 of 4 .J We have shifted all of the balusters on the rear sundeck to max. 4" spacing. This involved a great amount of time and effort. We were hoping that we could keep the step rails as they are given that redoing these would involve even that much more time. The original permit was issued July 9, 2007. Any chance the code was 5" at this time? Thanks, Dave 508-548-1136 cell774-836-8272 Subject: RE: 381 Sandy Neck Road - Final Inspection Date: Wed, 1 Jun 2011 10:06:24 -0400 From: Robert.McKechnie@town.barnstable.ma.us To: david_p^johnson@hotmail.com Good Morning Dave, Another issue has come up with this property. After reviewing the Certificates of Appropriateness of the Old Kings Highway District Committee (dated May 13, 2009 and July 14, 2000) I have concluded that multiple issues need to be addressed. The important ones are listed here: 1.) All windows are to have divided exterior grills. 2.) The side door, to the right of the front door, has features that were not reviewed or approved by OKH. 3.) The deck layouts have changed (stairways). I will be visiting the site soon to review the exterior of the house and determine if more issues need to be addressed. And, of course, the issue of the guard openings spacing must be corrected on all decks before the final CO will be issued. I understand that the WB Fire Department has concern about the street address and am not sure what impact this will have. I will be in touch, Bob McKechnie Local Inspector Town of Barnstable Building Department -----Original Message----- From: David Johnson [mailto:david_p^johnson@hotmail.com] Sent: Tuesday, May 24, 2011 4:27 PM To: Mckechnie, Robert Subject: 381 Sandy Neck Road - Final Inspection Hi Bob, Electrical was signed off today (rues). All other inspections have been made and passed. Only don't know about the street address issue. Capt. Dave mentioned that he would have to "look into it" months ago when he inspected the propane tank, but we never heard anything about it until last thursday. 6/7/2011 Page 4 of 4 Anyway, was hoping that you could inspect sometime tomorrow . We will probably need a phone call as to roughly the time, since I am not sure who will be at the job or when. Thanks, Dave Johnson office 548-1136 cell 774-836-8272 Steve Johnson 774-836-8273 6/7/2011 �� :^ra��; 7rc nrr s as n r '�SIIYa S Qr'"rIBS WO t as V � �t -� �Si a � � �i gr3 yr �2���r� �',s,� s�� ''�•�'��:� �' e ' 2:, � � �J�.�,:.p* $dtu< ��k,t.�"'Y!S!�„.,4�;'a'�,a�r '+�.w,F .k"�'FrxY,.as...<u��£G:°�a'd4kr�,,..°'�`�.-`k�:a,�va,».'t3.° �� ..?�;•kF4- �^ ;.s 1 tt+- ro a �'`- LTP4/UP5/$34/A35 Framing Angles&Plates The larger LTP5 spans subfloor at the top of the blocking ' lzj jp -.l 41n or rim joist.The embossments enhance performance and the �1t/lee' t 1/e� --� min/max nailing option allows for design flexibility. i o e a o o The LTP4 Lateral Tie Plate transfers shear forces for top ° 0 plate-to-rim joist or blocking connections.Nail holes are ,® spaced to prevent wood splitting for single and double top 0 e. 2 ° 7 o plate applications.May be installed over plywood sheathing. I ° o a The A35 anchor's exclusive bending slot allows instant, ® I N I 5�' accurate field bends for all two-and three-way ties.Balanced, o m a B I o completely reversible design permits the A35 to secure a A34 �NF 1 m a I ° great variety of connections. 0 N I 0 MATERIAL:LTP4/LTP5-20 gauge;all others-18 gauge r�3' 9 0 FINISH:Galvanized.Some products available in stainless steel or ZMAX®;see Corrosion Information,page 10-11. m ua< INSTALLATION:•Use all specified fasteners.See General Notes. m m A35 LTP5 •A34—Use 8-8dxl1/z'nails. m , Qy� •A35—Use 12-8dxl1/2'nails. I reurE •A35—Use 9-8dx11h°nails for connection types At,E,C1. •A35—Bend one time only. •LTP4—Use 12-8dx11/2'nails. j m •LTP5—Use 12-Sdx1/2°nails;G Max use 14-8dx1/z'nails. CODES:See page 12 for Code Reference Key Chart. I LTP4 . These products are available with additional corrosion protection.Additional products Joists to Plate Studs to Plate on this page may also be available with this option,check with Simpson for details. with A Leg Inside with B Leg Outside DF/SP SPF/HF a; Model Type of Direction Allowable Loads Allowable Loads Code No. Connection of Load Floor Roof Floor Root Ref. (100)1(.125) (133/160) (100)(125) (133/160) '" �� "''. �� >�`• A34 Fl 345 365 365 295 315 315 F26 280 280 280 240 240 240 r :' w•fl : n 3. 4, 2 A1,E 266 320 335 225 275 290 C1 170 170 170 145 145 145 3,39, A2 .260. 320 345 225 275 290 88,121, Joists to Beams Ceiling Joists to Beam A35 3� C2 260 315 3.15 225 270 270 140 D 150 150 150 130 130 130 } F1 450 450 450 450 450 450 IF1 IAt ar , F2e 515. "645 685 370 370 600 LTP4 G 515 645 670 445 555 595 6,30, ° {I H 515 645 670 445 555 595 97,121 I G 520 595 595,. 445 510 510 W:: W LTP5 © G Max ,610 630' 630 525 540 540 160 + y 1❑ 02 a � H 520 555 555 445X, A35 475 Al;475 U t.,•U 1.Allowable loads are for one anchor.When anchors are installed on each side of the joist, the minimum joist thickness is 3'. C 2.Roof loads are 125%of floor loads unless limited by other criteria. tq ZZ 3.Some illustrations show connections that could cause cross-grain tension or bending 2 of the wood during loading if not reinforced sufficiently.In this case,mechanical 02 r r W reinforcement should be considered. 4.LTP4 can be installed over 3/9'structural sheathing with 8dx11/z'nails and achieve' 0.72 of the listed load,or over 1/2*and achieve 0.64 of the listed load.8d commons y�1" I r �' MO. t<� will achieve 100%load. "° F2 Z 5.The LTP5 may be installed over structural sheathing up to 1/2*thick using 8dxl1W nails . 03 A35 "' ®A35 with no reduction in load. :sf 6.Connectors are required on both sides to achieve F2 loads in both directions. aN h 7.NAILS:8dx11fz=0.131'dia.x 11h°long.See page 16-17 for other nail sizes and information. 'NY1• M �3 A c0 f ro �` Al `• •�n "' 1 "'� ,t�:ft +t- i:. 7�V t 2; LTP4 attaching y.; Top Plates to r Qo LTP4 Installed over Rim Joist ;2 Chimney Framing 0 Plywood Sheathing © LTP5 Installed over PlywooSheathing r �t �=--� �" � �1 • � iZ �r ;�' ---'� .��. � � ��� _ � ./ ��� ����� ,� �� ;; � -_ . /� f �N� � t . . �_ � � �: _ _ _ _ . . � - �: t°,1- _.�_.,,, • hllsfrapS}&ilBs ;�w:4f.;,l..,� __ � _ ! ® �1 ® •t_ . ® These products are available with additional corrosion protection.Additional products on this page may also be available with this option,check with Simpson for details. DF/SP SPF/HF Uplift Load Fasteners Allowable Loads Uplift Load Allowable Loads with Model Ga with 8dx1% Code No. To Lateral Lateral To To Uplift 8dx11h Nails Uplift Nails Ref. Rafters/ Plates Studs (133/160) (133&160) (133/160) (133& i Truss (133) (160) F1 Fz (133) (160) Ft I F2 160) i ® H1 18 6-8dx11h 4-8d — 490 585 485 165 455 400 400 415 140 370 H2 18 5-8d — 5-8d 335 335 — — 335 230 230 — — 230 2,40,82,121,140 c H2A 18 5-8dx1h 2-8dx11h 5-8dx11h 575 575 130 55 — 495 495 130 55 — 160 H2.5 18 5-8d 5-8d — 415 415 150 150 415 365 365 130 130 365 2.6,40,82,121,140 ® H2.5A 18 5-8d 5-8d — 600 600 110 110 480 520 535 110 110 480 40,122 } H2.5T 18 5-8d 5-8d — 545 545 135 145 425 545 545 135 145 425 146 ® H3 18 4-8d 4-8d — 455 455 125 160 415 320 320 105 140 290 2,40,82,121,140 H4 20 4-8d 4-8d — 360 360 165 160 360 235 235 140 135 1 235 2,40,121,140 S H5 18 4-8d 4-8d — 455 465 115 200 455 265 265 100 170 265 2,40,82,121,140 H6 16 — 8-8d 8-8d 915 950 — — — 785 820 — — — 5,41, H7Z 16 4-8d 2-8d 8-8d 930 985 400 — — 800 845 345 — — 121,140 H8 18 5-10dx11h 5-10dx11h — 1, 620 745 75 — — 530 565 1 75 — — 125 ® H10 18 8-8dx11h 8-8dxl% — 905 990 585 525 — 780 850 505 450 — 9,121,140 v H10A 18 9-10dx1h 9-10dx11h — 11401 11406 590 285 — 1015 1015 505 285 — 160 H10S8•9 18 8-8dx11h 8-8dx1V2 8-8d 1010 1 1010 545 215 550 870 870 470 185 475 149 ® H10-2 18 6-10d 6-10d — 760 760 455 395 — 655 655 390 340 — 6,121,140 H11Z 18 6-16dx21h 6-16dx21% — 830 830 525 760 — 715 715 450 655 — 170 1❑12-8dx11h 13-8d — 13506 13501 515 265 — .1050 1050 480 245 H14 18 2❑12 8dx11h 15 8d — 13506 13506 5J5 265 — •1050 1050 480 245 — 125 1.Loads have been increased 33%and 60%for earthquake or wind loading 5.Hurricane Ties are shown installed on the outside of the wall for clarity.Installation on the with no further increase allowed;reduce where other loads govern. inside of the wall is acceptable(see Instructions to the installer notes on page 14).For uplift 2.Allowable loads are for one anchor.A minimum rafter thickness of Continuous Load Path,connections in the same area(i.e.truss to plate connector and plate to 21h'must be used when framing anchors are installed on each side stud connector)must be on same side of the wall. f; of the joist and on the same side of the plate(exception:connectors 6.Southern Pine allowable uplift loads for H10A=1340 lbs.and for H14=1465 lbs. installed such that nails on opposite sides don't interfere). 7.Refer to technical bulletin T HTIEBEARING for H1,H10,H10S,H10 2,H11Z,H14 allowable 3.Allowable DF/SP uplift load for stud to bottom plate installation is bearing enhancement loads(see page 187 for details). ` 400 lbs.(1-12.5);390 lbs.(H2.5A);360 lbs.(1-14)and 310 lbs.(H8). 8.H10S can have the stud offset a maximum of 1'from rafter(center to center)for a For SPF/HF values multiply these values by 0.86. reduced uplift of 890 lbs.(DF/SP),and 765 lbs.(SPF). 4.Allowable loads in the F1 direction are not intended to replace 9.H10S nails to plates are optional for uplift but required for lateral loads. diaphragm boundary members or prevent cross grain bending of 10.NAILS:16dx21h=0.162'dia.x 21h'long,10d=0.148'dia.x 3'long,10dx11h=0.148'dia.x 11h'long, the truss or rafter members.Additional shear transfer elements shall be 8d=0.131'dia.x 21h'long,8dx11h=0.131'dia.x 11h'long.See page 16-17 for other nail sizes considered where there may be effects of cross grain bending or tension. and information. fi y - + 1� y © ©� O 4 O Y� H2A Installation H2.5 Installation H2.5A Installation H2.5T Installation H1 Installation N�. (H2 similar) (Nails into both top plates) (Nails into both top plates) (Nails into both top plates) i Ie Use a minimum fir `�'• - +'i. of tyro 8d nalls sue' - �£A� this side of truss (total four 8d o O Installation nails into H3 Installation (H2.5 similar) truss) F, (Nails into upper top plate) (see footnote 3) 0 H2.5T Installation f cyt t Two ad nails � into plates. Eight 86 b o } QD nails into o �n sNds O Cl ;.o, H6 Stud Z' H4 Installation H5 Installation Y' to Top Plate ® H6 Stud to Band ® H7Z Installation g 1 156 (Nails into upper to Installation Joist Installation p plate) (Nails into both top plates) i SPECIFICATIONS . 35 r r ATTACHMENTS Attachments are information only data. Contractor to verify Technical data or Manufacturer's requirements for updated documents. For additional information, refer referenced documents or recommended manufacturers installation requirements. i I 3 � r GUIDE TO WOOD CONSTR UCTION IN HIGH WIND AREAS 7 110 MPH EXPOSURE B WIND ZONE Table 2. General Nailing Schedule Joint Description Number of Number of Common Nails Box Nails Nail Spacing Blocking to Rafter (Toe-nailed) 2-8d 2-10d each end 1 m Rim Board to Rafter(End-nailed) 2-16d 3-16d each end Z ';t'rrsr Xu"C 'iM i.-'e # 'ti-f.. r i - 1 b 1 E - F ! ,f: itV m ?1NaiIlFraming-' = F =1 � a Top Plates at Intersections (Face-'nailed) 4-16d 5-16d f at joints r Stud to Stud (Face-nailed) 2-16d 2-16d 24°o.c. TI Header to Header (Face-nailed) 16d 16d 16"o.c.along edges M Joist to Sill, Top Plate or Girder(Toe-nailed) (Fig. 14) I 4-8d i 4-10d per joist I y Blocking to Joist(Toe-nailed) i 2-8d ! 2-10d I each end i 0 I Blocking to Sill or Top Plate (Toe-nailed) j 3-16d i 4-16d I each block Z I Ledger Strip to Beam or Girder (Face-nailed) 3-16d i 4-16d ( each joist H Joist on Ledger to Beam (Toe-nailed) ; 3-Sd ' 3-10d per joist Band Joist to Joist (End-nailed) (Fig. 14) 3-16d 4-16d I per joist Band Joist to Sill or Top Plate(Toe-nailed) (Fig. 14) 2-16d 3-16d .I per foot e itigr 4„- - - _- _. ` :F� MW r Wood Structural Panels rafters or trusses spaced up to 16' o.c. 8d 10d 6" edge/6"field rafters or trusses spaced over 16" o.c. I 8d ! 10d 4" edge/4'field f gable endwall rake or rake truss w/o gable overhang ' 8d 10d 6" edge/6"field gable endwall rake or rake truss w/structural I 8d 10d i 6" edge/6"field outlookers i gable endwall rake or rake truss w/lookout blocks 8d 10d i 4" edge/4"field �EIIa Ilin Gypsum Wallboard 5d coolers - 7"edge/ 10"field I Wood Structural Panels studs spaced up to 24° o.c. 8d 10d 6" edge/ 12" field j 1/2" and 25/32" Fiberboard Panels 8d� — 3" edge/6"field i 1/2" Gypsum Wallboard 5d coolers i 7" edge/ 10°field MM k_ Wood Structural Panels 1" or less 8d 10d 6" edge/ 12"field I greater than 1" 10d 16d 6' edge/6"field 1 Corrosion resistant 11 gage roofing nails and 16 gage staples are perrnitted,check IBC for additional requirements. Nails. Unless otherwise stated,sizes given for nails are common wire sizes.Box and pneumatic nails of equivalent diameter and equal or greater length to the specified common nails may be substituted unless otherwise prohibited. AMERICAN FOREST&PAPER ASSOCIATION o P , o m GoI�����taN hG14��U�� Z �oc,��i01-� �Ool GIG GONP(f 10 G�i�►�!� GONptl�lolj Jolo � ore f%p fiF KI M -Jo►-x -rp P ,mj-e D Q/A Z �A�fi 'i•Q rLMo i LINE 'no ra 1 1 M 4101 A R�oo �0� ` � Vlr l�►1_G ���A Ili �o ' �m n mm:mo wl� �^ O O }N s ` I I : �m sc Z ; N O C) Cn AT G�II•IIVG yS�iof O., �s-- Y� Am ' U � J z � . Q � W W 2 >> O � =j CC a oUMPd ($Hid Pyfof 10014 9N�►����� � � 'A dye) LN J , A,-Yl,j of, " ilo la) a r MG'Y� I'll wM . 4 �- _ m Z _ Q 0 0 Z W 7 Q 0 / a 7 - - 3313� r Rivermoor Engineering,LLC. 781.545.2848 10 New Driftway—Suite 101 fax 781.544.7729 it I v c n M o o n1 Professional Engineers Scituate,MA 02066 www.rivermoorengineering.com STRUCTURAL ELEMENTS FOR LUCAS RESIDENCE @ Sandy Neck- Barnstable, MA •�5 U'� 17 IT)uAb � Cn �PQ A0 lRE Project No. 08-186 N �P�,t�OF ragssgcy,. � G . :s tp AA W FALK L 4 v- Z G SMUCTURA :3 N OF MgSAo, ♦ 0 t4O.43315 Q. PETER J. FALK ', Ss1Ow; STRUCTURAL y► ' U ► NO.43315 ADO Qk6 ONAL V� September 22,2008 lilt �� e-ffivt • L � LG �0 • � D o m NOTES: OX GaVh 1. FOR CONCRETE STRENGTH AND PRESUNIPTIVE SOIL ' ca �� BEARING PRESSURE,SEE GENERAL NOTES. 2. FOR BASEMENT AND CRAWL SPACE FOUNDATIONS, , PROVIDE CONTINUOUS PERIMETER DRAIN TO _ PREVENT ACCUMULATION OF GROUNDWATER 3 SEE ARCHITECTURAL DRAWINGS FOR DALvIPPROOFING, INSULATION,AND PER WTER DRAIN DETAILS. I 4. DO NOT PLACE UNBALANCED BACKFILL ALONG c I FOUNDATION WADS UNTIL FLOOR SLAB,SILL ANCHORS,AND FIRST FLOOR FRAMING AND woo SHEATHING ARE IN PLACE. 5. FOR BASEMENT AND CRAWL SPACE FOUNDATIONS, I BACKFILL MATERIAL SHALL-BE FREE DRAINING SAND AND GRAVEL;COMPACT BACkFILL IN 12"LIFTS;DO 0 77�GY YI L V NOT USE UNSUITABLE EXCAVATED MATERIAL FOR BACKFILL. 6. IF LEDGE IS ENCOUNTERED ABOVE M[NIMUM FROST Q > r x DEPTH,PIN FOUNDATION WALL TO LEDGE WITH#4 v- 11 DRILLED AND EPDXY-GROUTED BARS AT 4 FT OC. 7. FOUNDATION WALL THICIUMS: _� �41 INSTTU SOIL WALL THICKNESS.T g SAND AND GRAVEL 10" SILT AND CLAY *12" l *FOR UNBALANCED FILL 7'OR LESS,WALL THICKNESS MAY BE REDUCED TO 10" 8. S AN CTI R BOLTS: SEE GENERAL NOTES ��„CH SPACING: "Oc,EXCEPT: 1 6"TO 12"FROM EACH CORNER O 6"TO 12"FROM EACH END OF SH.L PLATES .. < m m o o > 9 � e m \ vo O 1 �ZII MAXIMV M 604-44-%V " Z�'o11 cn f�AGK�Ii.V �a r L . o� �pp I� 2-a NOTES: 1. FOR CONCRETE STRENGTH AND PRESUMPTIVE SOIL BEARING PRESSURE, SEE GENERAL NOTES 2. BACKFILL MATERIAL SHALL BE FREE DRAINING SAND AND GRAVEL; COMPACT BACKFILL IN 12" LIFTS; DO NOT USE UNSUITABLE EXCAVATED MATERIAL FOR BACKFILL . 3. IF LEDGE IS ENCOUNTERED ABOVE MINIMUM FROST DEPTH, PIN FOUNDATION WALL TO LEDGE WITH#4 DRILLED AND GROUTED BA 18"OC 4. SILL ANCHORS: a. ANCHOR BOLTS: SEE GENERAL NO S b. ANCHOR BOLT SPACING;, i. GENERAL: 3z- OC i• ii. GARAGE DOOR WALL: 3z OC A iii. 6"TO 12" FROM EACH CORNER iv. 6"TO 12" FROM EACH SILL PLATE END DATE DRAWN BY PROJ. TITLE: RIVERM00R ENGINEERING LLC '(`�►�IGat. G�I��G 10 NEW UATE; ASSA SUITE TS SgTUATE;MABSACHU8ETT8 02086 S K ro U P h-Al to u FAX:(781)JCS-7rJ9 PROD. N0. ��FAX:781)64.2M -Y O Rivermoor Engineering,LLC. 781.545.2848 10 New Driftway—Suite 101 fax 781.544.7729 R I v E R M O O RI Professional Engineers Scituate,MA 02066 www.rivermoorengineering.com STRUCTURAL ELEMENTS .FOR LUCAS RESIDENCE @ Sandy Neck Barnstable, MA RE Project No. 08-186 AAA, ON OF M4,V PETER J. yG 0 FALK m STRUCTURAL y ► NO.43315 ADO Q � ON AL �. T. September 22,2008 LIMITATIONS The following Report includes specific structural elements as required under The Seventh Edition, Massachusetts Building Code for One and Two-Family Dwellings (780 CMR). The members specified in this Report include: • 1 St,2nd & roof framing • LVL Beams & Posts • Steel Beams & Pipe Columns • Wall Bracing • Foundation , The structural elements included in this report are based on the arrangement shown in the referenced drawings. Refer to.the Architectural Drawings for controlled dimensions. The condition of footings is based on a presumptive soil bearing pressure of 3,000 pounds per square foot, which corresponds to undisturbed sandy gravel and/or gravel with no compressible or organic material. The subsurface conditions at the site must be verified accordingly. Non-structural code requirements are not addressed in this design package. The contractor/builder shall refer to Chapters 53, 54, 55, 56, and 58 of the Code for structural elements and details not included herein. Rivermoor Engineering,LLC Project 08-186 Page 1 of I 2, SKETCHES 1. Dimensions shown on structural sketches & calcs are for design purposes. Contractor to layout new work to determine exact measurements in order to provide full bearing and fit-up prior to ordering-material. 2. The Contractor is responsible for temporary shoring and support of all floors, walls, and roof including means and methods of construction and safety. 3. Only structural elements included in the calculations & marked up on copies of plans produced by others are the addressed in this design package. Refer to other design documents for elevations, architectural and civil engineering code requirements. 4. Any existing structural elements identified by size on the Architect/Designer plans or Engineering sketches must be field verified by the.Contractor. If any discrepancies are found, this must be brought to the attention of the Engineer prior to work commencement. . 3 CPA ass . rr ------ -- -- A ;------®------ -r�NZ au ..s 7Ar au WW a , 1 , y' �u Kws y I Init Z---- — ----- -------- r----- — ---� i---------- --- --------- --- J , ��► I roam 1 , , I J• I , I � �� I ' ' :' ✓ Vol I I 'I , • IF , Z.f — i _ _Pam _. Ltj N pow.r-7 I® 1 H---I W. I I 1 j I 1 1- -1 1 , F__I I IVI --------------------------- ------------ MIT j I . --- r air warar , I ----------- -- --- --- ---------------- 1 lam e� i as r.•r�u�r rae ami aaas wr au r>.o rt �n lr� otr au Koy — '�I m aa+voi ao a�ram PORCH r_L A ivoor I I WW�� Aca as r-. ' naafi arat m v. IP• am�ca sx v. I I(j F— ao im I I + 1 L ----------4 6.L- rrrm-� �-- --------i I IIIIIII -- { --�, I I I I I 11111 ��ar I 1 aaa awes M0 aaa aaati , _ � I an rooaa +J I I 1 1 1 1 r I I I I IiEi - ---�— j I 4, L+J agar 1 I K• t .�r 7—)zxN r � \L e0t OB an,4L 1no1oele l J tic lraoo, E 77 II LtaA LILA I SUN ROOM SI .WRCH i WwF .�� n eo •t Y a ' k 1 J J4 stilt?A m wr e i b ate 7AM n an •» . 1�uL Y 7 a a S u-t rLL" etA■1f7 11L ,r,ea n sA uua ,r,o,����� nnrx eo uL PORCH w ar n�mn �p e,r■e r n1o1 G bl� -MT m FIRST FLOOR FRAMING PLANe1, scma Cl r—� uN6/ L_J r-� I I L_J e Mom I ar-4 IN 71�I BREAKFA57 4- y ito.am *A Pon CZAAMOW �IIIIIIIII1�111111111:::�:: :::4 -- I� FLOOR ; . „ or I�IIIIE'f=1111���CIF WALZT. i - I- /I L IRoth. I�ZCl+��I •► • -% f. • Il�1.V rl71•I IM. r I� XqI fob vf TJI I�il�l!•lI�I iGi ', DECK ! H lDI loll I 12 I I 1 9 � I I I I I �/�tt I v Yiw 1' _ I 9ti I I � I 1 I _ I � I I w-e5 ■oar sea.ar m li nwt vim •rm , , I �aow■ams I I , .. �b ROOF FRAME HCJIIE 1/4'�1'-0' it �X 1D�a I lr cob) ZA 4� ar-o• �7 D � m - o rX e A\j A- 1pfA NOTES: ca ��' 1. FOR CONCRETE STRENGTH AND PRESUMPTIVE SOIL BEARING PRESSURE, SEE GENERAL NOTES. 2. FOR BASEMENT AND CRAWL SPACE FOUNDATIONS, o PROVIDE CONTINUOUS PERMIETER DRAIN TO X PREVENT ACCUMULATION OF GROUNDWATER z =� •i Z,• � 3. SEE ARCHITECTURAL DRAWINGS FOR DAMPPROOFING, - INSULATION,AND PERIMETER DRAIN DETAILS. I 4. DO NOT PLACE UNBALANCED BACKFILL ALONG I } FOUNDATION WALLS UNTIL FLOOR SLAB, SILL o j } ANCHORS,AND FIRST FLOOR FRAMING AND oa SHEATHING ARE IN PLACE. I 5. FOR BASEMENT AND CRAWL SPACE FOUNDATIONS, BACKFILL MATERIAL SHALL BE FREE DRAINING SAND a7�6Y I/ I AND GRAVEL;COMPACT BACKFILL IN 12"LIFTS;DO NOT USE UNSUITABLE EXCAVATED MATERIAL FOR BACKFILL. 6. IF LEDGE IS ENCOUNTERED ABOVE MINIMUM FROST t r!i �} ' X DEPTH,PIN FOUNDATION WALL TO LEDGE WITH#4 - DRILLED AND EPDXY-GROUTED BARS AT 4 FT OC. 7. FOUNDATION WALL THICKNESS: IN-SITU SOIL WALL THICKNESS,T I ! SAND AND GRAVEL 10" I SILT AND CLAY *12" ® I #FOR UNBALANCED FILL TOR LESS,WALL THICKNESS MAY BE REDUCED TO 10" 8. SILL CONNECTIONS: I ANCHOR BOLTS: SEE GENERAL NOTES ANCHOR SPACING: I "OC,EXCEPT: `® 6"TO 12"FROM EACH CORNER 6"TO 12"FROM EACH END OF SILL PLATES �m m mm �a 3 J N � 30, Z I �n m m . m q v e x p O o \ n `--- 12}} MAXIMUM 60prAU(6b cn 0 IAGK 1(,t, I� oI o Z-��- L . �o o� l o° P O11 2. NOTES: 1. FOR CONCRETE STRENGTH AND PRESUMPTIVE SOIL BEARING PRESSURE, SEE GENERAL NOTES 2. BACKFILL MATERIAL SHALL BE FREE DRAINING SAND AND GRAVEL; COMPACT BACKFILL IN 12" LIFTS; DO NOT USE UNSUITABLE EXCAVATED MATERIAL FOR BACKFILL 3. IF LEDGE IS ENCOUNTERED ABOVE MINIMUM FROST DEPTH, PIN FOUNDATION WALL TO LEDGE WITH#4 DRILLED AND GROUTED BARS AT 18" OC 4. SILL ANCHORS: a. ANCHOR BOLTS: SEE GENERAL NOTES b. ANCHOR'BOLT SPACING: i. GENERAL: OC ii. GARAGE DOOR WALL: OC iii. 6"TO 12" FROM EACH CORNER iv. 6"TO 12" FROM EACH SILL PLATE END DATE DRAWN BY PROD. TITLE: RIVERMOOR ENGINEERING LLC "(Y�CGar- Gaa�G 10 NEW DFURWAV.SURE,G, PROD. NO. 60MATE,MASSACHUSETTSOW66 SK- r0 u m I/AI 10 0 FAX „545-2848 �i r u u o o��FAX (781)544-7748 `Q O O � Tip I F00HlAtl0N VLA14 00, VIIAMR-t&p , V1'0lM fA4,ft r? 4FIAV41li . UNblyfiU�-��n yVl�'���fd �IV06K�11� boo o .i 2 4 a . 0 � DATE DRAWN BY PROD. TITLE: RIVERMOOR ENGINEERING LLC TYI'UAL, r094�j! 1 V k,G►, '0'6 DAIFTNAY,BURE,Di C K_ . P ROJ. NO. �00'�'I�1 C� y v l/`!L imnUATE,MA88ACMUSE7(8 D7088 v TU:(7m,516,784E nr[[ [e 'FAX:(lE,)644.rM to 0 °° AL 0 BASEMENT BEAM -1 I I-I�I-I�I-I�I- , -I I-I I-I I-III P.T. SILL WITH ANCHOR 1 5 BOLTS EACH SIDE OF BEAM ADDED #4 BARS ® POCKET kLVk- NOTE: FOR ADDTIONAL FOUNDATION WALL INFORMATION SEE SECTION A (S-1) DETAIL AT BEAM POCKET DETAIL SCALE : 1/2"= V-0" DATE DRAWN BY-: DETAIL / SECTION RIVERMOOR ENGINEERING LLC io I�w enlF�wAr,surtE+oi FlLE LOCATION: . BpTUATE,lAABSAb E902066 �� TEL:(781 OOS2M RLS-lam m1�wy\$EC �e\$I CTM&-IWKTAILA oo••FAX:(MI) �1 f , } 1�66G 401,ok 0 GAr To yu if c .1 I i; S 3 J . OIL �ju V LA —XANPAW WtUfff 4w Mpe Gnowi &rlbo DATE DRAWN BY PROJ. TITLE: RIVERId00R ENGINEERING LLC 10 NEW:DRffiWAY;SUrM 101. E RROJ. NO. earunTE,MASSACNueErreo?oee r 4:091)sgs..ae;e =r=i FA)f (7e1)'6"7729 la^ a a J Q 0 6 BAR DIA LAP a m to MAXIMUM SLOPE 3 e,, C6 O x a N o C6 O °°o TOP OF WALL FOOTING b a ° ° 19 oa C6° aoacO x 0 o P,O o DEPTH OF FOOTING a ° °��° °oo0o ° � X D 30 "C MIN TYPICAL STEPPED FOOTING ELEVATION NTS DATE 7/26/06 DRAWN BY �JF, TYPICAL RIVERMOOR ENGINEERING LLC DETAIL / SECTION 14ALLENPLACE 9pTUA7,NASSAp1U5ETT90Y088 /��� FILE LOCATION: TEL•(781)SC67848 v` ........FA%:pBl)SC4-T778 lypDEiA4STPCONCfOtOASTAXM4 S6*C iRUC1URAL— /3 es� a . NOTES: 1. THE LEDGER SHALL BE INSTALLED TIGHT TO WALL SHEATHING, WITHOUT SPACERS 2. SEE ARCHITECTURAL DRAWINGS FOR FLASHING DETAILS AND STEP- DOWN DIMENSION 3. LAG BOLTS SHALL BE 1/2" DIAMETER BY 4" LONG WITH WASHER; MACHINE BOLTS SHALL BE1/2" DIAMETER BY LENGTH TO SUIT WITH 2 WASHERS; REFER TO GENERAL NOTES FOR CORROSION PROTECTION 4. LAG BOLT DRILL-HOLE DIAMETERS: SHANK(THROUGH LEDGER BOARD): 9/16" LEAD (THROUGH RIM JOIST): 5/16" 5. LAG BOLT SPACING MAX JOIST SPAN LAG BOLT SPACING 6 ft 15" o-c 8 ft 12" o-c loft 9" C-c 12 ft 8"c-c 14 ft ' 6"c-c 6. MACHINE BOLT SPACING MAX JOIST SPAN BOLT SPACING loft 16" a-c 12 ft 12" o-c 14 ft 8" o-c 7. LEDGERLOK RIM JOIST FASTENERS MAY BE SUBSTITUTED FOR THE SPECIFIED LAG BOLT. i DATE DRAWN BY PROJJ.. TITLE: RNERMOOR ENGINEERING LLC YT I GA, y.F+ 10 NEW DRIFTWAY,SLATE 101 PROD. NO, SCITUATE,MASSACHUSETTS02088 S K' TEL:(781)6 5-2848 t■ro o■I FAX:(781)544.7729 i CON T. RIDGE VENT SIMPSON SLOPED HANGERS 22X BLOCKING RAFTERS " ROOF SHEATHING l S>S- �n/A/L- STEEL STRAP ®. 16" O.C. 4B TIES ® 16" O.C. • i TYPICAL RIDGE SECTION - SCALE -3/4"=V-0"EL - )ATE DRAWN BY DETAIL / SECTION Fr4RU oReMINEERWauc lot"Do mr�r eurt im Ta,f rt=4s!Q iva"— S KZ J FILE LOCATION: s�-ce-�.e,.�stcnd�mucn,r+.u-bvac►us /5 iT;A,g*x 3A4 SP-O•}-,Y O.C. STAMM ,2- 0.G Si GGE DECK , ' I I 0 SUN ROOM 1 SCREEN POR SP I 0.C. STAGGER ' dGREAT ROOM dREAlffAST j i 14•—, J 4• - rua/z aitsr B R ' n t7 a 40 dNNG -- -------- WIN SP— I FIRST FLOOR nro�M�v f U s-SAS •, J FIRST FLOOR PLAN roKn+�e�r-P r—r r—s• r—e SP-8,�14 DECI(BELOW MAA BED ROOM MASTER BED ROOM V e• -s T ® aosEr s ® � � -EF •' BA Cl. Am PAS E'-6 4•-01 PORCH f lluill 71 •I SECOND FLOOR PLAN 7.!A aro vr-rie SECOND FLOOR PLAN •1 rae�pM1Yd 1 m 4A tDA �*41AVW5(z) L a(2,6) C#�q ' 1 (AR B FWOAFt TA tING w 1 /) w sue.Fleamo�wn sE►nm�o Y w SIDE PLYWOOD SHEATHING Y s L SIDE FIBERBOARD SHEATHING Y L SIDE PLYWOOD 94EATHNG Y 3 (A^n • TYPICAL Imo PADM . TYPICAL RAKE um, DN 0 OUT 33/4'FOR 9- l , •ooaw WE VE TT 1A mwx 4 4'— 5 _ b+ u 10'ROUND COLIAW w/BASE!t GAP ' IPW �4.5 NF t(7 L- 1 H2O(1)TA EACH RAF r I1� �� WT 4 MM qt- J A24 OVER IE LOW 3,63 W-4 Itr Ox0 LST NA d VT 11-r 3 l �— Ak PAGES IN DRAWING SET — A1.0 FRONT & RIGHT ELEVATIONS A1.1 REAR & LEFT ELEVATIONS �I(`LJT CI C\/A TInKI /1 C`InC- A -7 1 -707'\ MUN I tLtVN IIVIN [VV JIUr- Jo—Zo) SCALE: UPPER 3Y-O' FlEtER E 32'-0' PLYWO °- 1r-11 1 -_� -0 p-e t s• -o t 4 -'' ...ems LOWER 39'-0'FlEIER E (11'4))-2&SX) 39'-9' PLYWO (11'4))-2&6X) SNPS01 23 EAt WO ANTHONY POWD PLYW00 FAR 9DE W->> W-e 3 r�1 (GUSSE TT) OPEN Ll 711111 3Y'-6 1 HOUSE SHEAR ELEVATION (L SIDE 47-17%) SCALE 1/4'-i'-O' o6 -� WI 4"w I�`�r� LTP tt,�5 ,e wd A&V l. ",/w 77, 7 I - , sm OPPOSM SM FM POST �gL�l� N�►L�� /�P _ P�riw�u- 00 P1 FDA -� 4to�� - SOLJD BEAM AV w (2)ACES7*8 4.5 12 �Ilhr-al DGE LINE p T R LTPg V4 Amp %�.�. 56A _ B' 10, 4 18'-5 1 2' HPAHD22 20W#MIN 27-3 1 39'-8 1 Y REAR ELEVATION (W SIDE 56-26� SCALE: 1/485'-•m1'-o' B , i W 7 x K�St' 1 ` SUwfKxn `C� TS 3 i U t 6 -4 G Z Drawing 5VPV 1 ` (��y,M• Title: Scale. Reference: / ey RrvfiPtifOORfivGIrvEfRiivG[[C PROFESSIONAL ENGINEERS Date: Drawing: r H2AOEA RAFTER • • END H2.5 @16" CS16 LFTA FULL HT PLY LAPPING FLOORS TRIP I-E ROW NAILING TO RIM JOIST DOOR & WINDOW IIEDOWNS SPANS > 3'70" DETAIL SCALE :3/4"- V-0" DAIS DRAWN BY : RIVERMOOR ENGINEERING LLC • 10 NEW DRIMWAY,SURE 101 FILE LOCATION: SCITIATF MASSACHUSETTS 02066 TEL'(7811 m 5eM12M St\RE-CAD-Lm.vr\SECTIO"muCMRAL-IyoDETADs\ ^^ FAx(781)544- e TYPa"mt11ED-DETr qp r —�V Fri � 9 � NM- Z (?Yp) HoLvovu ul(TYP) -Y-7 ;o a ago a . a a t LT YP) ' At TYPE A% TYPE ® 7YPl G WAL-oL. PKa61uG 1V9fA lLy •yH� DATE DRAWN BY : PROJ. TITLE: RNERMOOR ENGINEERING LLC 10 NEW ORIFTWAY,SLATE 101 C K_ ' T$ ROJ. NO. SCMAMASSACNIASE"SO�gg v 'Ml-lsal l.4.S.91W i NOTES: 1. SEE GENERAL NOTES FOR WALL SHEATHING AND FASTENER MATERIAL SPECIFICATIONS. 2. ALL SHEATHING EDGES SHALL BE SUPPORTED BY STUDS, WALL PLATES, RIM JOISTS, OR BLOCKING; PROVIDE FULL DEPTH 2X BLOCKING ALONG ALL HORIZONTAL PANEL EDGES. 3. SEE LAYOUT PLAN FOR WALL BRACING PANEL LAYOUT. 4. ALL WALL BRACING PANELS SHALL BE SHEATHED ON ONE SIDE UNLESS NOTED OTHERWISE ON THE LAYOUT PLAN. 5. SEE SCHEDULE BELOW FOR FASTENER SPACING, HOLDOWN, ANCHORAGE, AND QUANTITY OF KING STUDS AT EACH END OF WALL BRACING PANELS. PROVIDE SCHEDULED HOLDOWN AT EAC END OF BRACING PANEL. 6. WHERE WALL BRACING PANELS INTERSECT AT A CORNER, PROVIDE THE HIGHER CAPACITY SCHEDULED HOLDOWN AND ANCHOR BOLT. 0 Endwall Corner stud Holddown connected to transfer shear 2-16d Common nails at 6"o.c. W.A �i��GINl� q�l'� II��! • �Nfi Z ATE DRAWN BY : PROS. TITLE: RIVERMOOR ENGINEERING LLC 10 NEW ORIFTWAY,SUITE 101 C K R OJ. N O. SCITUATE,MASSACHUSETTS 02066 v TEL:(791)545-2646 ., ••FAX:(791)544-7729 r HOLDOWN ANCHOR BOLT OPTIONS BOLT CAST-IN-PLACE DRILLED-IN (SIMPSON ET EPDXY-TIE) AB-1 5/8" DIA SSTB14 5/8" ROD WITH 12" MIN EMBED AB-2 7/8" DIA SSTB28 7/8" ROD WITH 16" MIN EMBED 3 ANCHOR BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH SIMPSON SPECIFICATIONS AND INSTALLATION INSTRUCTIONS WALL P)F-a6W& VVAIt c? - `7Nf 41 DATE DRAWN BY - PROJ. TITLE: RNERMOOR ENGINEERING LLC , 10 NEW ORIFTWAY,SUITE 101 S i _ P R OJ. N 0. SCITUATE,MASSACHUSETTS 02066 V r • TEL:(761)545.2546 •ircr rooa FAX:(781)544-7729 ry 7 r �4 K'- epG (wo?ee A7PO JM vl& 6M AN9, r IE , i f s S t R f4fiq W/ fEE a Z- al, -fO "-i ILL- DATE DRAWN BY PROJ. TITLE: RIVERMOOR ENGINEERING LLC 10 NEW DRIFTWAY,SUITE 101 C PROJ. NO. SCITUATE,MASSACHUSETTS02066 v TEL:(!81).1452848 FAX:(781)S44-7729 "') (o loP1a fog -fy�J dAVtp �nJU,05rA M, Y' 1�01�y6rl Fol VIA) k042 POf t AWOL POV OMM ATE DRAWN BY : PROJ. TITLE: RIVERMOOR ENGINEERING LLC 10 NEW DRIFTWAY,SUITE 101 ROJ. NO. SCITUATE,MASSACNU SEM am. S�( v' TEL:0811 545-2848 ��ruvoe�■FAX:(781)544-729 , t i t 1 e I IA ADA VIP DATE DRAWN BY ; PROJ. TITLE: RIVERMOOR ENGINEERING LLC 10 NEW DRIFTWAY,SUITE 101 C�_ PROJ. NO. SCITUATE,MASSACHUSETTS 02066 v TEL:(781)5452848 FAX:(781)544-772D e E F z �ifiUb GoN�(N V0019 . fO ump PWOP of 'I T SN��►�fN�a��nG �j(.oGkiNG PANEL �IRy4 2 J o art - l I'k4ei r a-f .` MAX OG ,r?stow A; {M(�aidi�ON )ATE DRAWN BY. : PROJ. TITLE: RIYERMOOR ENGINEERING u.c 10 NEW DRFMAY,SUM 101 C�_ ROJ. NO. SCRUATE,MA88ACMUSEM02000 v, ` �,8,► 3 FAX,(701)544-7M8 r f E�d�jC ,,--- yHe�tkiwr� coNfiluuote� �IGL kAGK I f --� L C Z' A'�4 Lo 4004 14u06.1 2x �I�oGK� �Y�fGQ►- ����� W�l�� �6•K� ��fi�l�� DATE DRAWN BY : PROJ. TITLE: RNERMOOR ENGINEERING LLC 10 NEW DFU"WAT,SUIT E101 C�� PROJ. NO. SCITUATE.MASSACHUSETTS 0060 V ` TEL•(761)545-048 2 o�I FAX:(761)544•T729 c7 White Pages on AnyWho Page 1 of 1 AnyWho People Search First Name Last Name State e-atilt aart Demartin MassaGwsattr Finding People.Places. _,...-.-. T,.. -,,...�.., .r.. ,r.�„-.R,..+ a,-+ , �.:..•.o.-.a*, �,.:....r..+.r«Ra... .,•�,..r�.-=.,r and Businesses HOME YELLOW PAGES WHITE PAGES REVERSE LOOKUP HELP :7 International FIND A PERSON ..- .-......_... ..-..........................--------- ........ ................ 17 Maps ti tr Last Name Required _First Name Street Area codes Demartin 1Berl �- TIP:Use the full name TIP:Try Just the fit letter TIP:use full street address City _State ZIP Code 9 Background Search ,-.,_ �-. .Mq _j-> J.a Search Tips _. ... .. _. j Email Search -- S social Net Search Current&Verified Phone Number&Address found for Bert Demartin Sponsored Link Sponsored Link Find any phone number or address.Search by Maiden Name or Phone Number,includes Relatives and Address History. Remember ;.prr,scretl UnY Background :www.lntelius.com _ - _ -__ that girl Check Found 5 Results for Bert Demartin in the state of Massachusetts <Prey 1 Next>(1.5 of 5) you First Name NAME.I,CONTACT INFO PROVIDED BY INTFLIUS RECORDS AVAILABLE.FROM INTEL RJS pISC.'LAIMER Wanted to Ben Bert Demartin Find More Information for Bert Demartin ask out, Last Name 398 Main St but never Demartin Hyannis,MA 02601 Email and Other Phone Lookup .did? City (508)534-9402 Get Detailed Background Information l�� I Add to Address Book I Nearby Businesses I tjkg I Driving Directions View Property&Area Information State Find a Classmate M„:acnu,aa, View Social Network Profile Bert Demartin Find More Information for Bert Demartin 44 Weatherglass Ln Email and Other Phone Lookuo East Falmouth,MA 02536 .d (508)540-3870 Get Detailed Background Information Add to Address Book i Nearby Businesses I t i Driving Dimcliom View Property&Area Information Find a Classmate View Social Network Profile Bert Demartin Find More Information for Bert Demartin 550 Oak St Email and Other Phone Lookuo West Barnstable,MA 02668 (508)744-7153 Get Detailed Background Information Add to Address Book i Nearby Businesses I Man I Driving Directions View Property&Area Information Find a Classmate Ifs note�o.r late. View Social Network Profile Bert 3 Demartin Find More Information for Bert 3 245 Mtn St \ Demartin Sharon,MA 02067 Email and Other Phone Lookup (781)784-7436 Add to Andress Book i Nearby Businesses i flag I Driving Directions Get Detailed Background Information View Property&Area Information Find a Classmate View Social Network Profile Berthold 3 Demartin n Find More Information for Berthold 3 Box 622 "� Demartin East Falmouth,MA 02536 Email and Other Phone Lookup (508)477-9082 Gel Detailed Background Information Add to Address Book I Nearbv Businesses I Map i Driving Directions View Property&Area Information Find a Classmate View Social Network Profile Found 5 Results for Bert Demartin in the state of Massachusetts <Prev 1 Next>(1-5 of 5) - Public records found for Bert Demartin with current&verified Phone&Address (nTELIUS f .«m. 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POPULAR CITIES ON YELLOWPAGES.COM More Cities> Atlanta Charlotte Detroi Ps Vegas Miami Orlando Au•,tu; ("Ncatt Houston Los Angeles Milwaukee Philadelphia BalUtnorg Dallas Indianapdhs Lotri$Vi1ie New York Phoenix Boston Denver Kansas City Memphis Oklahoma City Saint Louis http://whitepages.anywho.com/results.php?ReportType=34&qf=Bert&qi=0&qk=10&qn=... 2/25/2010 RIVERMOOR ENGINEERING, LLC PROFESSIONAL ENGINEERS STRUCTURAL GENERAL NOTES GENERAL USE STRUCTURAL SKETCHES IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. COORDINATE ALL STRUCTURAL WORK WITH THE WORK SHOWN ON ARCHITECTURAL DRAWINGS AND WITH THE WORK OF OTHER TRADES, INCLUDING MECHANICAL, ELECTRICAL, PLUMBING, AND WITH SITE DRAWINGS. CONSULT THESE DRAWINGS AND COORDINATE WITH OTHER TRADES FOR LOCATIONS AND DIMENSIONS OF PIPES, OPENINGS, CHASES, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL SKETCHES. FASTENERS UTILIZED FOR FRAMING CONNECTORS SHALL BE THE TYPE, SIZE, AND QUANTITY SPECIFIED IN THE FRAMING CONNECTOR MANUFACTURER'S CATALOG. ALL OTHER FASTENERS SHALL BE COMMON NAILS AS INDICATED OR IN ACCORDANCE WITH THE CODE FASTENER SCHEDULES WHERE NOT INDICATED. IF THE CONTRACTOR PROPOSES TO UTILIZE NAIL GUN FASTENERS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE DOCUMENTATION CONCERNING THE SUITABILITY OF THE PROPOSED FASTENERS AS SUBSTITUTES FOR COMMON NAILS. FOR ELEMENTS NOT INCLUDED AS PART OF THIS PACKAGE, ALL WORK SHALL CONFORM TO CHAPTERS 55, 56, AND 58 AND APPENDIX 120.Q OF THE BUILDING CODE. DIMENSIONS SHOWN ARE FOR DESIGN PURPOSES ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR LAYOUT DIMENSIONS. WHERE APPLICABLE COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH EXISTING CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING AND FOR CONSTRUCTION SITE SAFETY. ALL WORK SHALL BE SUPERVISED BY CONSTRUCTION SUPERVISORS AND/OR HOME IMPROVEMENT CONTRACTORS LICENSED IN THE COMMONWEALTH OF MASSACHUSETTS. CODE BUILDING CODE FOR ONE-AND TWO-FAMILY DWELLINGS(780 CMR) SEVENTH EDITION. WFCM 2001 LIVE LOADS BASIC WIND SPEED: 110 MPH (TABLE 5301.2(4)) WIND EXPOSURE CATEGORY: C GROUND SNOW LOAD: 30 PSF (TABLE 5301.2(5)) LIVING AREAS: 40 PSF SLEEPING AREAS: 30 PSF ATTIC WITH STORAGE: 20 PSF ATTIC WITHOUT STORAGE: 10 PSF (ROOF PITCH 3:12 MAX) DECKS: 60 PSF BALCONIES: 60 PSF Vv PAGE 1 r RIVERMOOR ENGINEERING, LLC PROFESSIONAL ENGINEERS FOUNDATIONS THE MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 3,000 PSI (AIR- ENTRAINED 5-7%) THE DESIGN OF FOUNDATION ELEMENTS IS BASED ON A PRESUMPTIVE SOIL BEARING PRESSURE OF 3,000 PSF,WHICH CORRESPONDS TO UNDISTURBED SAND AND/OR SAND AND GRAVEL WITH NO COMPRESSIBLE OR ORGANIC MATERIAL. THE ACTUAL SOIL CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR. ALL FOUNDATION ELEMENTS SHALL BE PLACED EITHER ON UNDISTURBED MATERIAL OR ON A MAXIMUM OF 12"COMPACTED GRANULAR FILL. NOTIFY THE ENGINEER IF THE PRESUMED SOIL CONDITIONS ARE NOT APPLICABLE. ALL FOUNDATION WALLS WITH UNBALANCED SOIL LOADING SHALL BE BACKFILLED WITH FREE-DRAINING GRANULAR MATERIAL AND SHALL HAVE PERIMETER DRAINAGE ALONG THE BASE OF THE WALLS. WALLS SHALL NOT BE BACKFILLED UNTIL FIRST FLOOR FRAMING AND SHEATHING AND BASEMENT FLOOR SLAB ARE IN PLACE. IF LEDGE IS ENCOUNTERED ABOVE THE MINIMUM FROST DEPTH, PIN FOUNDATION WALLS TO LEDGE WITH#4 BARS DRILLED AND EPDXY GROUTED WITH 8"MINIMUM EMBEDMENT AT 4 FT OC UNLESS NOTED OTHERWISE. FLOOR SLABS ON GRADE THE MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 3,500 PSI. THE MINIMUM SLAB THICKNESS SHALL BE 4". REFER TO SECTION 5506 OF THE CODE FOR SURFACE PREPARATION, BASE COURSE, SLAB REINFORCING STEEL, AND CONTROL JOINT SPACING. COORDINATE ALL CONTROL JOINT LOCATIONS WITH THE ARCHITECT. STRUCTURAL STEEL WIDE FLANGE SHAPES: ASTM A992 OR ASTM A572 GR 50. PIPE COLUMNS: ASTM A53 GRADE B SQUARE COLUMNS: ASTM A500 GRADE B MISC PLATES: ASTM A36 BOLTS: ASTM A307 DIMENSION LUMBER ALL INTERIOR (PROTECTED) DIMENSION LUMBER SHALL BE SPRUCE-PINE-FIR (SPF) GRADE NO. 2 OR BETTER FOR RAFTERS, JOISTS, AND HEADERS, AND STUD GRADE FOR STUDS, UNLESS NOTED OTHERWISE. DIMENSION LUMBER FOR SILL PLATES, PORCHES AND DECKS SHALL BE PRESSURE PRESERVATIVE-TREATED SOUTHERN PINE#2 OR BETTER. ALL DIMENSION LUMBER SHALL BE IDENTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY. LUMBER SHALL BE GENERALLY, FREE FROM SPLITS&WARPAGE THAT CANNOT BE CORRECTED BY BRIDGING OR NAILING. MOISTURE CONTENT OF LUMBER SHALL NOT EXCEED.19%AT THE TIME OF CONSTRUCTION. PAGE 2 r RIVERMOOR ENGINEERING, LLC PROFESSIONAL ENGINEERS - LAMINATED VENEER LUMBER (LVL) LAMINATED VENEER LUMBER SHALL BE 1.9E TJ MICROLAM LVL BY TRUS JOIST, OR APPROVED EQUAL, UNLESS OTHERWISE INDICATED. PARALLEL STRAND LUMBER (PSL) PARALLEL STRAND LUMBER SHALL BE 2.0E PARALLAM PSL BY TRUS JOIST, OR APPROVED EQUAL, UNLESS OTHERWISE INDICATED. ENGINEERED WOOD JOISTS JOISTS AND ACCESSORIES INCLUDING RIM JOISTS SHALL BE THE PRODUCTS OF TRUS JOIST, OR APPROVED EQUAL. SHEATHING ALL ROOF, FLOOR,AND WALL PANELS SHALL BE APA RATED EXPOSURE 1 SHEATHING COMPLYING WITH DOC PS 1 AND PS 2. FULL 4X8 PANELS SHALL BE USED TO THE MAXIMUM EXTENT PRACTICABLE. FLOOR SHEATHING (BLOCKED STRUCTURAL DIAPHRAGM,ALL FLOORS) MINIMUM SPAN RATING: 32/16 MINIMUM THICKNESS: 3/ IN GLUED AND NAILED WITH TONGUE AND GROOVE JOINTS FASTENERS: 8d COMMON AT 6"OC ALONG SUPPORTED EDGES AND 12"OC INTERMEDIATE - ALL SHEATHING EDGES SHALL BE SUPPORTED; PROVIDE 2x SOLID BLOCKING AS REQUIRED NOTE: USE APA RATED STURD-I-FLOOR OR ADVANTECH IF SPECIFIED ON ARCHITECTURAL DRAWINGS. ROOF SHEATHING (110 MPH) MINIMUM SPAN RATING: 32/16 MINIMUM THICKNESS: 7/16 IN FASTENERS GENERAL: 8d COMMON WITHIN 4 FT OF GABLE END WALLS: 8d COMMON DEFORMED FASTENER SPACING GENERAL: 6"OC ALONG SUPPORTED EDGES AND 6"OC INTERMEDIATE ALONG GABLE END WALLS: 4"OC WALL SHEATHING (GENERAL) (110 MPH OR AS REQUIRED) MINIMUM THICKNESS: 7/16 IN FASTENERS: 8d COMMON AT 6"OC ALONG EDGES AND 12"OC INTERMEDIATE, UNLESS NOTED OTHERWISE WALL SHEATHING (WALL BRACING PANELS) MINIMUM THICKNESS: 7/16 IN FASTENERS: 8D COMMON SPACED 4" ALONG SUPPORTED EDGES AND 12"OC INTERMEDIATE PAGE 3 r RIVERMOOR ENGINEERING, LLC PROFESSIONAL ENGINEERS ALL PANEL EDGES SHALL BE SUPPORTED; PROVIDE BLOCKING & NAILING ALONG ALL HORIZONTAL PANEL EDGES SEE WALL BRACING SCHEDULE AND WALL SECTIONS FOR ADDITIONAL REQUIREMENTS SILL ANCHORAGE, HOLD-DOWNS, AND FRAMING CONNECTORS ALL STRUCTURAL FRAMING CONNECTIONS, UNLESS SPECIFICALLY NOTED OTHERWISE, SHALL BE "STRONG TIE"AS MANUFACTURED BY THE SIMPSON CO. IN ACCORDANCE WITH "WOOD CONSTRUCTION CONNECTORS"CATALOG C-2008. ALL FASTENERS (TYPE, SIZE, AND QUANTITY) SPECIFIED IN SIMPSON'S CONNECTOR SCHEDULE SHALL BE INSTALLED. SILL PLATE ANCHOR BOLT OPTIONS: CAST-IN-PLACE: 5/8" DIA ASTM A307 GALVANIZED J-BOLTS OR HEADED BOLTS WITH GALVANIZED '/4 X 3X3 PLATE WASHERS AND NUTS. ANCHOR BOLT EMBEDMENT SHALL BE 7"(MINIMUM). DRILLED-IN: SIMPSON TITEN HD MODEL THD62612H WITH GALVANIZED 1/4 X 3X3 PLATE WASHERS. FOR ANCHOR BOLT LAYOUT, SEE STRUCTURAL SKETCHES. ANCHOR BOLTS FOR HOLDOWN CONNECTORS SHALL BE AS SHOWN ON THE STRUCTURAL SKETCHES. ALL CONNECTORS AND FASTENERS FOR PRESSURE PRESERVATIVE TREATED WOOD SHALL BE SHOP-COATED AND/OR STAINLESS STEEL TO SUIT THE SPECIFIC EXPOSURE(S)AND WOOD PRESERVATIVE(S) IN ACCORDANCE WITH SIMPSON STONG- TIE RECOMMENDATIONS. THE CONTRACTOR SHALL SUBMIT DOCUMENTATION INDICATING THAT CONNECTORS AND FASTENERS ARE ACCEPTABLE FOR THE EXPOSURE AND CHEMICAL PRESERVATIVES USED ON THE PROJECT. DOCUMENTATION SHALL INCLUDE TYPE OF PRESERVATIVE(S), PRESERVATIVE RETENTION LEVEL(S), AND EXPOSURE ENVIRONMENT(S). FRAMING INSTALLATION ALL FRAMING SHALL BE ERECTED TRUE TO LINE, PLUMB AND LEVEL, AND SHALL BE FASTENED/HUNG TO DEVELOP THE FULL STRENGTH OF THE ASSEMBLY IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL ENGINEERED PRODUCTS SHALL BE STORED AND INSTALLED IN ACCORDANCE WITH PRODUCT MANUFACTURERS' SPECIFICATIONS AND INSTALLATION DETAILS. WITH THE EXCEPTION OF MANUFACTURER-PROVIDED KNOCKOUTS, NO HOLES SHALL BE FIELD-DRILLED IN MEMBERS. IF HOLES ARE REQUIRED, NOTIFY THE ENGINEER PRIOR TO ORDERING AFFECTED MEMBERS. FLOOR SHEATHING SHALL BE GLUED AND NAILED. ALL FRAMING IN CONTACT WITH (OR WITHIN 1"OF) MASONRY OR CONCRETE SHALL HAVE A PRESSURE PRESERVATIVE TREATMENT. ALL HARDWARE SHALL BE CORROSION PROTECTED FROM ANY REACTION TO MATERIALS IN CONTACT AS INDICATED ABOVE. PAGE 4 r RIVERMOOR ENGINEERING, LLC PROFESSIONAL ENGINEERS PROVIDE 2X WOOD BLOCKING OR RIM JOIST AT ALL SAWN LUMBER FLOOR JOIST SUPPORT POINTS. FOR SAWN LUMBER JOISTS EXCEEDING 2X12, PROVIDE BLOCKING AT INTERVALS NOT EXCEEDING 8 FT. PROVIDE DOUBLE FLOOR JOISTS OR BLOCKING BELOW ALL NEW INTERIOR PARTITION WALLS. SIZES OF DIMENSION LUMBER ARE NOMINAL. ALL LUMBER SHALL BE SURFACED FOUR SIDES, UNLESS NOTED OTHERWISE. STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY IMPROPER CUTTING OR DRILLING. NON-CONTINUOUS DIMENSION LUMBER JOISTS EXTENDING OVER LOAD-BEARING PARTITIONS OR BEAMS MAY BE BUTTED OR LAPPED, SUBJECT TO PROVIDING A MINIMUM BEARING LENGTH OF 1-1/2 INCHES. PROVIDE SOLID BLOCKING BETWEEN JOISTS. ALL BUILT-UP LVL BEAMS SHALL BE ASSEMBLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. INTERIOR WALL FRAMED OPENINGS AT EACH END OF SAWN LUMBER DOOR AND WINDOW HEADERS, PROVIDE ONE JACK STUD AND ONE KING STUD UNLESS OTHERWISE INDICATED. AT EACH END OF LVL DOOR AND WINDOW HEADERS, PROVIDE TWO JACK STUDS AND ONE KING UNLESS OTHERWISE INDICATED. EXTERIOR WALL FRAMED OPENINGS AT EACH END OF SAWN LUMBER DOOR AND WINDOW HEADERS, PROVIDE ONE JACK STUD AND KING STUDS PER SCHEDULE BELOW, UNLESS OTHERWISE INDICATED. AT EACH END OF LVL DOOR AND WINDOW HEADERS, PROVIDE TWO JACK STUDS AND KING STUDS PER SCHEDULE BELOW, UNLESS OTHERWISE INDICATED. MAX HEADER SPAN, FT KING STUDS, EACH END 4 1 6 2 10 3 12 4 SCOPE OF STRUCTURAL ENGINEERING SERVICES THE STRUCTURAL ENGINEER HAS PERFORMED THE STRUCTURAL DESIGN AND PREPARED THE STRUCTURAL WORKING SKETCHES FOR SPECIFIC ELEMENTS FOR THIS PROJECT. DESIGN IS LIMITED TO ONLY THOSE STRUCTURAL ELEMENTS IDENTIFIED ON THE ENCLOSED SKETCHES. THE CONSTRUCTION MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE STRUCTURAL DETAILS AND LOCAL CODE REQUIREMENTS. ANY DEVIATION FROM THE SKETCHES MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. ANY DISCREPANCY BETWEEN THE STRUCTURAL SKETCHES AND THE PAGE 5 RIVERMOOR ENGINEERING, LLC PROFESSIONAL ENGINEERS ARCHITECTURAL DRAWINGS SHALL BE BROUGHT TO THE STRUCTURAL ENGINEER'S ATTENTION IMMEDIATELY. I i PAGE 6 RIVERMOOR ENGINEERING, LLC PROFESSIONAL ENGINEERS PROVIDE 2X WOOD BLOCKING OR RIM JOIST AT ALL SAWN LUMBER FLOOR JOIST SUPPORT POINTS. FOR SAWN LUMBER JOISTS EXCEEDING 2X12, PROVIDE BLOCKING AT INTERVALS NOT EXCEEDING 8 FT. PROVIDE DOUBLE FLOOR JOISTS OR BLOCKING BELOW ALL NEW INTERIOR PARTITION WALLS. SIZES OF DIMENSION LUMBER ARE NOMINAL. ALL LUMBER SHALL BE SURFACED FOUR SIDES, UNLESS NOTED OTHERWISE. STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY IMPROPER CUTTING OR DRILLING. NON-CONTINUOUS DIMENSION LUMBER JOISTS EXTENDING OVER LOAD-BEARING PARTITIONS OR BEAMS MAY BE BUTTED OR LAPPED, SUBJECT TO PROVIDING A MINIMUM BEARING LENGTH OF 1-1/2 INCHES. PROVIDE SOLID BLOCKING BETWEEN JOISTS. ALL BUILT-UP LVL BEAMS SHALL BE ASSEMBLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. INTERIOR WALL-FRAMED OPENINGS AT EACH END OF SAWN LUMBER DOOR AND WINDOW HEADERS, PROVIDE ONE JACK STUD AND ONE KING STUD UNLESS OTHERWISE INDICATED. AT EACH END OF LVL DOOR AND WINDOW HEADERS, PROVIDE TWO JACK STUDS AND ONE KING UNLESS OTHERWISE INDICATED. EXTERIOR WALL FRAMED OPENINGS AT EACH END OF SAWN LUMBER DOOR AND WINDOW HEADERS, PROVIDE ONE JACK STUD AND KING STUDS PER SCHEDULE BELOW, UNLESS OTHERWISE INDICATED. AT EACH END OF LVL DOOR AND WINDOW HEADERS, PROVIDE TWO JACK STUDS AND KING STUDS PER SCHEDULE BELOW, UNLESS OTHERWISE INDICATED. MAX HEADER SPAN, FT KING STUDS, EACH END 4 1 6 2 10 3 12 4 SCOPE OF STRUCTURAL ENGINEERING SERVICES THE STRUCTURAL ENGINEER HAS PERFORMED THE STRUCTURAL DESIGN AND PREPARED THE STRUCTURAL WORKING SKETCHES FOR SPECIFIC ELEMENTS FOR THIS PROJECT. DESIGN IS LIMITED TO ONLY THOSE STRUCTURAL ELEMENTS IDENTIFIED ON THE ENCLOSED SKETCHES.rTHE CONSTRUCTION MUST BE PERFORMED IN STRICT. -ACCORDANCE WITH THE STRUCTURAL DETAILS AND LOCAL CODE REQUIREMENTS.,ANY DEV�IA ,0 FROM THE SKETCHES MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. ANY DISCREPANCY BETWEEN THE STRUCTURAL SKETCHES AND THE PAGE 5 SMOKE DET50TORS REVIEWED CARBON MONOXIDE ALARMS MUST BE INSTALLED PER 7 MASSACHUSETTS BUILDING.CODE—__._.._._.__-_:,_._____.__..__._...._....._. BARNSTABLE BUILDING DEPT. DATE - - - - -- - _....... -FIRE DEPARTMENT DATE CONSTRUCTION SET z BOTH SIGNATURES ARE REQUIRED FOR PERMITTING -.`-:- r r�f�ti}T col r„r,,.,I„a abIl�.Ea � w' _= V r ,y: = =___= t7.•' .t.,: ,._ txs=,':r ;.\l�I <Lu co Is lug -=_ - 7r.� .I. .et.'CI.L.L ..r,,.�,_7 FTF.,_. 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I 41 ; I :jj au wcooya�,.tsaru"wmo o.u, L i__- �o 1 du 1O - I _I. •,�: ,_____ ._____�_._--z_—I ---- j '�I d b I _• :hi rr c..oc v. •�w� 1'f � m�2 I 11 i I ,I , I ^•`C'—___ .___ .o.... iii oai`.ec've I�yl i i �" I 5 ri '�j.r�r-��m_-��:.s•�: +o� ��&:G:.>�_�'�</..vac. i_-».±�'�>;�3�� � I, '�-=1— --� _—� _ k< I .i I . ..Y. - C-i Th) � �U Y_ •?' ____.=Jy�..._ _J ' I• bj gm�3R �r jI .. _ .-.._....-_ ------------ SECTION SEC ION 2 SECTION I �.I Fi ; ;l 3. SGLE:Ir1•.r-O' SC�.LE•I2'-1'-O' •n•oe.LeAve w!vf.'N,YrV, �.°fr'�.e•o'OCr<.`R rl.0 ! I -- •ar o.1--,i a.TTIZ IJ. —1r.• . . . — . -� i�' w.11 �Wre"'r.c t — ___.______----- ------------------------ t— -- '---- e --I ' : _. ; nev Ir-o• I - - _-'1 fl n,.f.2eOM a w ut ; NxeraerYrwmnrwx PORCH f-- I j'°.-'r............. ---------------t Plf.. eno+ i p t -'�-?--�= .-f Per _ _ __ rinanaoa,q„E,M�Q4Y u,.m'' uW ;�-S'I I i i ,•_ N I _„ I q I ..__.- r.,,.CT 77Ti (no —fna W.ne:nu'=,n. ! ------ -- - L-1_j Cn -•- FIRST FLOOR PLAN rr,ea:;,a - - SCALE:1/1'•1'-O' I I lo,wP wf) nral w f "�! I� I �,jrtp el I I �! {'— ..........iI I I R I eam w e 5Ye _.._—. Cl j '•u�N rn'o'Yerwn'm'c" �,ti u ; ! I I Z z m J E ICI J o 3 SECTION ! I I i i 3. SCALE.IR•-r-o� � Q I � I Z .�r,•------------- ---------------- - i ! I , ` P-a -, KNEE WALL FLAN I P�oFIKE Teti Town of Barnstable Regulatory Services as M �ASS. Thomas F. Geiler,Director rFoca Building Division Thomas Perry, CBO, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLEASE FORWARD THE ATTACHED PAGE(S) TO: TO: /3F R Y ATTN: FAX NO: RE: FROM: d �-iZT �- �' ' G� 5`�D�, Z' DATE: Z c) PAGE(S): 2— (INCLUDING COVER SHEET) L��T C ink /Aj �s Rev:121901 TOE OF BA.RNSTABLE , REGULATORY;'SERVICES BUILDING DIVISION. STOP WORK �G�10� THIS STRUCTUREAND/ORPREMISES HAS BEEN' �A-- INSPECTEDAND TIRE FOLLOWINGVIOLATIONS OF THE BUILDING CODE AND/OR ZONING Ac_QL't_l ORDINANCE HAVE BEEN FOUND 2) p 1r G'OJN Trsi4Ja _ 14t/p S 3) 4 VqP&Arl6A/ OF YOU ARE HEREBY NOTIFIED THAT NO ADDITIONALWORK SHALL BE•UNDERTAKEN UPON THESE PRENIISES UNTIL THE ABOVE VIOLATIONS ARE CORRECTED. ANY PERSON REMOVING THIS NOTICE WITHOUT PROPERAUTHORIZATION SHALL BE LIABLE TO AFINE OF NOT LESS THAN FIFT.Y,.NOR MORE THAN ONE'BUNDRED DOLLARS. Address Date Building ;Commissioner l P, 1 Communication Result Report ( Feb, 25. 2010 10: 12AM ) 2) Date/Time : Feb, 25. 2010 10: 11AM File Page No, Mode Destination Pg (s) Result Not Sent ------------------------------7--------------------------------------------------------------------- 7940 Memory TX 9.15085349687 P. 2 OK ---------------------------------------------------------------------------------------------------- Reason for error E. ,) Hang up or line fail E. 2) Busy E. 3) No answer E. 4) No facsimile connection E. 5) Exceeded max. E—mail size - Town of Barnstable 4 Regulatory Services s a.easr u� Thomas P.Geller,Director - '°'Q Building Division Thomas Perry,CBO,Buildlag CommGsioner ' 20D Main Sh"c Hyannis,MA 02601 wwwsoi mbarnstablamn OfTce:508-9624038 FAX 508490623D PLEASE FORWARD THE ATTACHED PAGE(S)TO: ATTN: FAX NO: RE: API SiFNGy tir-'K /PEA/ GPI h FROM: s.d6RT G6 DATE: PAGE(S): (INCLUDING COVER SHEET) REScheck Software Version 4.2.2 Compliance Certificate Energy Code: 2006 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Conditioned Floor Area: 2540 ft2 Glazing Area Percentage: 25% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Leonard Road Luckas Phillip C Birchall off Sandy Neck Road W.Barnstable,MA deMartin Building&Remodeling West Barnstable,MA Falmouth,MA Compliance: on UA Compliance:0.5%Better Than Code Maximum UA:655 Your UA:652 I Ceiling 1:Flat Ceiling or Scissor Truss 2540 38.0 0.0 76 Wall 1:Wood Frame,16"o.c. 3770 20.0 0.0 168 Window 1:Wood Frame:Double Pane with Low-E 629 0.350 220 SHGC:0.70 Door 1:Glass 296 0.350 104 SHGC:0.70 Floor House:All-Wood Joist/Truss:Over Unconditioned Space 1894 30.0 0.0 63 Floor garage:All-Wood Joist/Truss:Over Unconditioned Space 642 30.0' 0.0 21 Furnace 1:Forced Hot Air 78 AFUE Air Conditioner 1:Electric Central Air 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2006 IECC requirements in REScheck Version 4.2.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Pro1ect Title: Report date:06/02/09 Data filename: I:\kevin-murray\rev-8-28-2007\lukas.rck Page 1 of 3 CREScheck Software Version 4.2.2 NJ( Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-20.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Glass,U-factor:0.350 Comments: Floors: ❑ Floor House:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. 0 Floor garage:All-Wood Joist/Truss;Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:78 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air:13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: Project Title: Report date: 06/02/09 Data filename: I:\kevin-murray\rev-8-28-2007Mukas.rck Page 2 of 3 Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: j ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181B. ❑ Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Cl Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window ' U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title: Report date: 06/02/09 Data filename: I:\kevin-murraylrev-8-28-2007Uukas.rck Page 3 of 3 )( 2006 IECC Energy J , ,Efficiency Certificate Insulation Rating R-Value Ceiling I Roof 38.00 Wall 20.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass D.. Window 0.35 0.70 Door 0.35 0.70 CoolingHeating & Forced Hot Air Furnace 78 AFUE Electric Central Air Conditioner 13 SEER Water Heater: Name: Date: Comments: Affidavit of Substantial Financial Interest 1, .rt de R o rti-n of EkdwoofA /r1h, , on oath depose and state as follows: 1. .1 am an applicant for a building permit for the property located at Map 13 6 , Parcel (311 -602. The address of the property is -391 Sa nJ.y fteck M— 2. 1 have O % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 .above. 3. Within in the last twelve months from today's date, which is 6 2 L& , the following individuals or entities have had a 1% or greater legal or equity le interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is 12 LO I have had a 1% or greater'legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted d building permit applications.for property in which I have a 1% or greater legal or equitable interest. 6. Within theJast ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted building permit applications for.property.in which [.have a 1% legal or equitable interest. B. Within.this month, I have received Q building permits for property in which I have a. 1% legal or equitable interest. Signed under the pains and penalties of perjury, this 2 d y of Jvn e , 2004. am VL 2001-00501affin 1 • ' Bk 2.2208 P9201 43527 07-24-2007 a 10 2 39u ` QUITCLAIM DEED We, EDMUND LUKAS and FRANCES REYNOLDS LUKAS, formerly known as FRANCES R. LIDINSKY, as Joint Tenants with Right of Survivorship, of 21 Marshview Circle,East Sandwich, Barnstable County,Massachusetts, for nominal consideration of less than ONE HUNDRED and 00/100 ($100.00) DOLLARS grant to EDMUND LUKAS and FRANCES REYNOLDS LUKAS,husband and wife,as Tenants by the Entirety,of 21 Marshview Circle,East Sandwich,Barnstable County, Massachusetts with QUITCLAIM COVENANTS The land together with the buildings and improvements thereon situated in Barnstable (West), Barnstable County,Massachusetts,bounded and described as follows: NORTHWESTERLY by Lot 8, One Hundred Seventy-Seven and 35/100(177.35)feet; NORTHERLY by land now or formerly of the Town of Barnstable,L.C. Plan No. 14099,One Hundred Thirty-Two and 00/100(132.00)feet; EASTERLY by land now or formerly of Cape Holdings,Inc.; t' SOUTHEASTERLY by Sandy Neck Road,Two Hundred Nineteen and 77/100(219.77) feet; SOUTHWESTERLY by the sidelines of the intersection of Leonard Road and Sandy Neck Road, on an arc having a radius of 25.00 feet, Fifty-One and 7/100(51.07)feet; and SOUTHWESTERLY Again by the sideline of Leonard Road, on an arc having a radius of 140.00 feet,One Hundred Thirteen and 96/100(113.961 feet. Said premises are shown as a portion of LOT 7 on a PIan of Land entitled "Plan of Sandy Neck Village surveyed for Cape Holdings, Inc., situated in the Towns of Sandwich and Barnstable, Mass., Scale V = 100', Feb. 15, 1960, Walter E. Rowley & Associates, West Wareham, Mass.", duly filed with Barnstable County Registry of Deeds in Plan Book 159, Page 73. Subject to and with the benefit of all rights, restrictions, easements, appurtenances, reservations and rights of way of record,insofar as the same are still in force and applicable. Subject to an Order of Conditions recorded at Book 20752,Page 318. JEFFREY W.OPPENMEIM ATTORNEY AT LAW Subject to View Easement recorded at Book 20863,Page 144. P.O.BOX 704 FALMOUTH.MA 02S41 (508)548-8255 Bk 22208 Pq 202 #43527 For title of Grantors see Deed from PATRICK T. KANDIANIS, Trustee of the Rholeen Trust, recorded with the Barnstable County Registry of Deeds,Book 21165,Page 50. PROPERTYADDRESS: 381 Sandy Neck Road, West Barnstable,MA 02668 i r21" .2007 WITNESS hand and seal this 1 3 day of&Mbar;-206 I �J EDMrND LUKAS �• V FRANCES REYNOLDS LUKAS THE COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. On this 1YL day of Geteber, 2006 before me, the undersigned notary public, personally appeared EDMUND LUKAS and FRANCES REYNOLDS LUKAS, proved to me through satisfactory evidence of identification, being (check.whichever applies) ❑ or other state or federal governmental document bearing a photographic image or ❑ my own-personal knowledge of the identity of the.signatory, to be the persons whose names are signed above, and acknowledged the foregoing to be signed by them voluntarily for its stated purpose. i Notary Public ,,• ,h'.ia. JEFFREY W.OPPENHELM V ••, ATTORNEY AT LAW ,•,� • "• P.O.BOX 704 FALMOuTH.MA 02541 csoa�s4 -azss _ - BAF� IS�r�ABLE COUiV"t'Y. . A TF ErCY OF DEEDS v Y'A PEST 4R "N0 BARNSTABLE REGISTRY OF DEEDS JGhfv i . MCAt7F,_r�EC,ISTER_J Olt T Town of Barnstable - . Regulatory Services NAM $, Thomas F.Geller,Director Building Division. Tom Perry, Building Commissioner 200 Main Street, Flyamis,MA b2601 www.town.b arnstabl e.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder I, daef2 0*-A,-5 ,as.Owner of the subject property hereby authorize j��j//�/ �U� �,y to act on my behalf, in 0 matters relative to work authorized by this building permit application for. . J. Address of Job) 12014 Signature of Owner Date �dm yAd L vk as Print Name i q ''" i�'lassachusctts- Department of Public Safct� Board of Buildin!a Rc ul:�tions and Stanch (Is Supervisor License License: CS. 40711 Restricted to: 00 BERT J DEMARTIN-III PO BOX 622 E FALMOUTH, MA 02536 Expiration: 1/30/2011 ('ununissioncr Tr#: 5276 i Boa(577of�ul�ngR�ods HOME IMPROVEMENT CONTRACTOR i License or registration valid for individul use only before the expiration date. If found return to: ",Registration- 114477 Board of Building Regulations and Standards Expirat o=llilll g/20/2009 Oae Ashburton.Place Rm 1301 Tr# 133540 j 1, TB++X. + Boston,Ma.02108 •BERT DEM '' Iuw ARTIN B-D GI&:REMODELING { BERT DEMARTI` � gg PO BOX 622/44 SA4�N ; ALMOUTH,MA 02 - �i 536� Administrator Not valid without signatm e y r Liberty The Ohio Casualty Insurance Company Mutual. 9450 Seward Road,Fairfield,Ohio 45014 Bond# 5021700 BOND KNOW ALL MEN BY THESE PRESENTS: That we deMartin Building&Remodeling LLC 14 Marstons Ave.Hyannis MA 02601 (Full Name[top line]and Address[bottom line]of Principal) ::a', ;:< (hereinafter called the Principal) as Principal, and ,The Ohio Casualty Insurance Company with principal offices at Hamiltgri•, Ohio(hereinafter called the Surety)as Surety,are held and firmly bound unto t Town of Barnstable 200 Main Street Hyannis MA 02601 (Full Name[top line]and Address(bottom line]of Obligee) (hereinafter called the Obligee),in the penal sum of One thousand five hundred and sixty eight (Dollars)$ 1,568.00 for the payment of which well and truly to made, we do hereby bind ourselves, our heirs. executors, administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has made or is about to make application to the Obligee for a Permit for General Contracting-381 Sandy Neck Road West Barnstable,MA 02668 for a term beginning on August 1,2008 _ and ending on* August 1,2009 (*strike out if license or permit is for an indefinite term) NOW,THEREFORE, if the Principal shall indemnify the Obligee against any loss directly arising by reason of failure of said Principal to comply with the laws or ordinances under which said license or permit is granted, or any lawful rules or regulations pertaining thereto; then this obligation shall be void;otherwise to remain in full force and effect. r. PROVIDED, HOWEVER,AND UPON THE FOLLOWING EXPRESS CONDITIONS: 1. This bond shall be and remain in full force during the term of said license or.permit unless canceled in accordance with paragraph.`2 below; but if said license or permit was issued for a specific term, and is renewed for one or more specific terms, this bond will-be extended to cover such additional term(s) upon the execution by the Surety of a Continuation Certificate, provided such certificate-isi!; acceptable to the Obligee. In no event , however, shall the liability of the Surety be cumulative from year to year or from period to period,nor exceed the penal sum written in this first paragraph of this bond. 2. The Surety shall have the right to terminate its liability by notifying the Obligee in writing ten(10)days in advance of its intention to do so. SIGNED, SEALED AND DATED deMartin Building&Remodeling LLC By: Principal The Ohio Casualty Insurance Company By: . Attorney-in-Fact S-3853 License or Permit Bond (Unnumbered) "• 1 Massachusetts Department of Environmental Protection �IKEA ILI ' Bureau of Resource Protection - Wetlands WPA Form 2 — Determination of Applicability • ELALMsr"LF� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 E 39. 0. and Chapter 237 of the Code of the Town of Barnstable DA- 08093 A. General Information Important: When filling out From: forms on the Barnstable computer, use Conservation Commission only the tab key to move To: Applicant Property Owner(if different from applicant): your cursor- do not use the Edmund Lukas Edmund Lukas and Frances Reynolds return key. Name Name 21 Marshview Circle 304 E. 651h St.,Apt. 27A °b Mailing Address Mailing Address E. Sandwich MA 02567 New York NY 10065 City/Town State Zip Code Cityrrown State Zip Code- 1. Title and Date (or Revised Date if applicable) of Final Plans and Other Documents: Revised Site Plan, by Terry A.Warner, P.L.S. 05/06/05 Title Date Title Date Title Date 2. Date Request Filed: B. Determination Pursuant to the authority of M.G.L. c. 131, §40,the Conservation Commission considered your Request for Determination of Applicability,with its supporting documentation, and made the following Determination. Project Description (if applicable): Construct single-family dwelling; grading; landscaping; septic system appurtenances.. Project Location: 381 Sandy Neck Road W. Barnstable Street Address Village 136 011-002 Assessors Map Number Assessors Parcel Number wpafonn2.doc-Determination of Applicability •rev.1015/05 Page 1 of 5 Mas$achusetts Department of Environmental Protection t„E of ILI Bureau of Resource Protection - Wetlands WPA Form 2 — Determination of Applicability EMRNWABM Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 EO MA't and Chapter 237 of the Code of the Town of Barnstable DA- 08093 B. Determination (cont.) The following Determination(s)is/are applicable to the proposed site and/or project relative to the Wetlands Protection Act and regulations: Positive Determination Note: No work within the jurisdiction of the Wetlands Protection Act may proceed until a final Order of Conditions(issued following submittal of a Notice of Intent or Abbreviated Notice of Intent)or Order of Resource Area Delineation (issued following submittal of Simplified Review ANRAD)has been received from the issuing authority(i.e., Conservation Commission or the Department of Environmental Protection). ❑ 1. The area described on the referenced plan(s)is an area subject to protection under the Act. Removing,filling,dredging,or altering of the area requires the filing of a Notice of Intent. ❑ 2a.The boundary delineations of the following resource areas described on the referenced plan(s)are confirmed as accurate.Therefore,the resource area boundaries confirmed in this Determination are binding as to all decisions rendered pursuant to the Wetlands Protection Act and its regulations regarding such boundaries for as long as this Determination is valid. ❑ 2b. The boundaries of resource areas listed below are not confirmed by this Determination, regardless of whether such boundaries are contained on the plans attached to this Determination or to the Request for Determination. ❑ 3. The work described on referenced plan(s)and document(s) is within an area subject to protection under the Act and will remove,fill, dredge, or alter that area. Therefore, said work requires the filing of a Notice of Intent. ❑ 4. The work described on referenced plan(s)and document(s)is within the Buffer Zone and will alter an Area subject to protection under the Act.Therefore, said work requires the filing of a Notice of Intent or ANRAD Simplified Review(if work is limited to the Buffer Zone). ❑ 5. The area and/or work described on referenced plan(s)and document(s)is subject to review and approval by: Name of Municipality Pursuant to the following municipal wetland ordinance or bylaw: Name Ordinance or Bylaw Citation wpafonn2.doc•Determination of Applicability -rev.1015/05 Page 2 of 5 Massachusetts Department of Environmental Protection �IKEX -Bureau of Resource Protection - Wetlands WPA Form 2 — Determination of Applicability • BA Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 �Ep; •`0� and Chapter 237 of the Code of the Town of Barnstable DA- 08093 B. Determination (cont.) ❑- 6. The following area and/or work, if any, is subject to a municipal ordinance or bylaw but not subject to the Massachusetts Wetlands Protection Act: ❑ 7. If a Notice of Intent is filed for the work in the Riverfront Area described on referenced plan(s) and document(s),which includes all or part of the work described in the Request,the applicant must consider the following alternatives. (Refer to the wetland regulations at 10.58(4)c.for more information about the scope of alternatives requirements): ❑ Alternatives limited to the lot on which the project is located. ❑ Alternatives limited to the lot on which the project is located,the subdivided lots, and any adjacent lots formerly or presently owned by the same owner. ❑ Alternatives limited to the original parcel on which the project is located,the subdivided parcels, any adjacent parcels, and any other land which can reasonably be obtained within the municipality. ❑ Alternatives extend to any sites which can reasonably be obtained within the appropriate region of the state. Negative Determination Note: No further action under the Wetlands Protection Act is required by the applicant. However, if the Department is requested to issue a Superseding Determination of Applicability,work may not proceed on this project unless the Department fails to act on such request within 35 days of the date the request is post-marked for certified mail or hand delivered to the Department.Work may then proceed at the owner's risk only upon notice to the Department and to the Conservation Commission. Requirements for requests for Superseding Determinations are listed at the end of this document. ❑ 1. The area described in the Request is not an area subject to protection under the Act or the Buffer Zone. ❑ 2. The work described in the Request is within an area subject to protection under the Act, but will not remove,fill,dredge, or alter that area. Therefore,said work does.not require the filing of a Notice of Intent. ❑ 3. The work described in the Request is within the Buffer Zone, as defined in the regulations, but will not alter an Area subject to protection under the Act.Therefore, said work does not require the filing of a Notice of Intent, subject to the following conditions (if any). ® 4. The work described in the Request is not within an Area subject to protection under the Act (including the Buffer Zone). Therefore, said work does not require the filing of a Notice of Intent, provided all work resides landward of 100-foot buffer zone as shown on May 6, 2005 revised site plan by Terry A. Warner, PLS. See also SE3-4395 Notification of Non-Significance. wpafonn2.doc•Determination of Applicability -rev.1015/05 Page 3 of 5 Maspachusetts Department of Environmental Protection Bureau of:Resource Protection - Wetlands WPA Form 2 — Determination of Applicability UMN„ST"M Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 p�06. and Chapter 237 of the Code of the Town of Barnstable DA- 08093 B. Determination (cont.) ❑ 5. The area described in the Request is subject to protection under the Act. Since the work described therein meets the requirements for the following exemption, as specified in the Act and the regulations, no Notice of Intent is required: Exempt Activity(site applicable statuatory/regulatory provisions) ❑ 6. The area and/or work described in the Request is not subject to review and approval by: Name of Municipality Pursuant to a municipal wetlands ordinance or bylaw. Name Ordinance or Bylaw Citation C. Authorization This Determination is issued to the applicant and delivered as follows: ❑ by hand delivery on Date: f by certified mail, return receipt requested on NOV - 5?008 Print Name Signature Date This Determination is valid for three years from the date of issuance (except Determinations for Vegetation Management Plans which are valid for the duration of the Plan). This Determination does not relieve the applicant from complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. This Determination must be signed by a majority of the Conservation Commission.A copy must be sent to the appropriate DEP Regional Office (see Attachment)and the property owner(if different from the applicant). Signatures: On this day of 200 ,before me personally appeared P LS le, HL to me known to be the person described in and who executed the foregoing G instrument nd acknowledged that he/she executed the same as his/ act and deed Not IN u IcCLAUDETTE BOOKBINDER My �$D L rHOF MASSACHUSETTS MY COMMISSION EXPIRES 11/21/08 wpafonn2.doc•Determination of Applicability -rev.10/5105 Page 4 of 5 i Massachusetts Department of Environmental Protection IKET ILI Bureau of Resource Protection - Wetlands , WPA Form 2 — Determination of Applicability &ARNSTABM MIAM Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 FC Mpi and Chapter 237 of the Code of the Town of Barnstable DA- 08093 D. Appeals The applicant, owner, any person aggrieved by this Determination, any owner of land abutting the land upon which the proposed work is to be done, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate Department of Environmental Protection Regional Office (see Attachment)to issue a Superseding Determination of Applicability. The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and Fee Transmittal Form (see Request for Departmental Action Fee Transmittal Form)as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Determination.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant if he/she is not the appellant. The request shall state clearly and concisely the objections to the Determination which is being appealed. To the extent that the Determination is based on a municipal ordinance or bylaw and not on the Massachusetts Wetlands Protection Act or regulations,the Department of Environmental Protection has no appellate jurisdiction. wpaforrn2.doc•Determination of Applicability •rev.10/5/05 Page 5 of 5 I Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 6 — Notification of Non-Significance SE3-4395 Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Chapter 237 of the Code of the Town of Barnstable A. General Information Important: When filling out From: forms on the Barnstable computer,b use only the ta Conservation Commission. key to move To: Applicant: Property Owner(if different from applicant): your cursor- do not use the Patrick T. Kandianis,Tustee, Rholeen Trust return key. Name Name P.O. Box 608 11 Mailing Address Mailing Address West Barnstable MA 02668 City/Town State Zip Code City/Town State Zip Code 1. Site Location: 381 Sandy Neck Road West Barnstable, MA 02668 Street Address City/Town 136 011-002 Assessors Map/Plat Number Parcel/Lot Number 2. Property Recorded at the Registry of Deeds for: Barnstable 10401 212 County Book Page Certificate(if registered land) 3. Dates: - NOV 1 C 2005 APR 6, 2005 October 25, 2005 . Date Notice of Intent Filed Date Public Hearing Closed " ` "` �dDate•ot.ls uance 4. Title and Date (or Revised Date if applicable) of Final Plans and Other Documents: Plan of Land, Site Plan and Sections,for Rholeen Trust 4/1/05 rev 5/6/05 Title Date 381 Sendy Neck Rd.West Barnstable, MA, Ocean and Coastal Consultants Title Date drawing no. 204009-1-01, Survey information by 11/4/2004 by Terry A. • Warner, PLS. Date 5. Final Plans and Documents Signed and Stamped by: Name wpafom*.doc•rev.1 0004 Page 1 of 4 I Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 6 — Notification of Non-Significance SE3-4395 Provided by DEP :El Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Chapter 237 of the Code of the Town of Barnstable B. Findings The Commission has reviewed the above-referenced Notice of Intent and plans and has held a public hearing on the project. Based on the information available at this time,the Commission has determined that the area in which the work is proposed is not significant to any interest identified in the Wetlands Protection Act. Therefore, no Order of Conditions will be issued. The reasons for this determination are: (explain what resource area(s) are involved in the Notice of Intent and why the presumption of significance or non-significance set forth in the regulations for this resource area(s) is not valid in this case.) The site,though located some 1500 feet from Cape Cod Bay, is comprised of holocene dune deposits, and the applicant has described the site as consisting of coastal dunes. The site is therefore presumed significant to the interests of storm damage prevention and flood control (310 CMR 10.28(1)as well as storm damage prevention and flood control and wildlife habitat under Chapter 237 of the Code of the Town of Barnstable. The site is also located within an estimated habitat area, and was reviewed and cleared by the Mass. Natural Heritage Program pursuant to 310 CMR 10.37. During the public hearings, the applicant overcame the presumption of significance for those portions of the site which are located to the South of the "100 foot buffer" line identified on the plans of record. Specifically,the Commission finds that the applicant has correctly identified the landward extent of any coastal dune which serves to confine land subject to coastal storm flowage, and that any lands located more than 100 feet from this boundary, though comprised of holocene dune deposits, do not play a role in storm damage prevention and flood control. This finding was confirmed by written evidence submitted by James O'Connell in response to a request for technical assistance by the Commission. Wildlife habitat assessments by Donald Schall confirmed that no wetland dependent wildlife species were present, and the site plays no role in the nrntcr•tinn of Wilrilifc hz3hitnt me einfinnrl in r hnntcr 947 nr in r. 1 r I'll ecr• An General Conditions 1. This Notification does not relieve the applicant of the necessity of complying with all other applicable federal,state, or local statues, ordinances, bylaws, or regulations. 2. This Notification does not become final until all administrative appeal periods from this Notification have elapsed or, if such appeal has been filed, until all proceedings before the Department have been completed. 3. No work shall commence until the Final Notification has been recorded in the Registry of Deeds or the Land.Court for the District in which the land is located within the chain of title of the affected property. A sign shall be displayed at the site not less than two square feet or more than three square feet in [ )size bearing the words: "Massachusetts Department-of-Environmental-Protection"-(or"MA DEP")j File=mbar ��z—ate - j 5. This Notification shall be valid for three years from the date of issuance. Issued by: Barnstable Conservation Commission Date wpalorm6.doc•rev.10/6/04 Page 2 of 4 SE3-4395 Patrick T. Kandianis,Trustee,Rholeen Trust Approved Plan= 5/6/05 Revised Site Plan by Terry Warner,PLS Special Conditions of Approval I. Preface Caution:Failure to comply with all Conditions of this Order of Conditions can have serious consequences. The consequence may include issuance of a stop work order,fines,requirement to remove unpermitted structures,requirement to re-landscape to original condition,inability to obtain a certificate of compliance, and more. The General Conditions of this Order are on page 2. The Special Conditions are contained on pages 2.1.All conditions require your compliance. 1. No disturbance or alteration shall occur in the 100 foot buffer zone of the agreed-upon dune. ` 2} A split-rail fence or acceptable alternative shall be placed just outside of the 100 foot buffer demarcating 1� the no-disturb zone. 3. Sediment controls shall be deployed prior to construction to prevent erosion/sedimentation from affecting the no-disturb zone. p.2.1 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA'Form 5 - Order of Conditions SE3-4395 ^0� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP And Chapter 237 of the Code of the Town of Barnstable B. Findings (cont.) Q Additional conditions relating to municipal ordinance or bylaw: This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions#4,from the date of issuance. Date This Order must be signed by a majority of the Conservation Commission.The Order must be mailed by certified mail (return receipt requested) or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time t appropriate Department of Environmental Protection Regional Office (see Appendi and the p e wner(if different from applicant). Signatures: zz On Of 1 v®V, aOOJ Day Month and Year before me personally appeared to me known to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same as his/her free act and deed. `a9 • • Notary Public My Commission Expires This Order is issued to the applicant as follows: ❑ by hand delivery on .7 certified;mail, return receipt fequested,on Date Date WDaforrn5•doc•rev.9113105 Page 3 of ,4 r Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands:ia WPA Form 6 — Notification of Non-Significance SE3-4395 Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. Appeals The applicant, the owner, any person aggrieved by this Notification, any owner of land abutting the land upon which the proposed work is to done, or any ten residents of the city or town in which such land is located, are hereby notified of their right to appeal this decision to the appropriate DEP Regional Office. This request must be made by certified mail or hand delivery to DEP, with the appropriate filing fee and a completed Request for Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Notification. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant.The request should state clearly and concisely the objections to this Notification which is being appealed and how this Notification does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L.c. 131, §40). To the extent that the Notification is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. wpaform6.doc•rev.10/6/04 Page 4 of 4 r .............................. Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands SE3-4395 WPA Form 6 — Notification of Non-Significance Provided by DEP :.......... ........ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Chapter 237 of the Code of the Town of Barnstable D. Recording Confirmation Prior to commencement of work,the applicant is responsible for ensuring that this Notification of Non- Significance is recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, it shall be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is done. In the case of registered land, it shall also be not on the Land Court Certificate of Title of the owner upon which the proposed work is done. This form must be stamped by the Registry of Deeds. Detach on dotted line and submit to the Conservation Commission. --------------------------------------------------------------------------------------------------------------------------- To: Barnstable Conservation Commission Please be advised that the Notification of Non-Significance for the project at: 381 Sandy Neck Road, West Barnstable SE3-4395 Project Location DEP File Number has been recorded at the Registry of Deeds of: Barnstable County and has been noted in the chain of title of the affected property in accordance with General Condition 3 of the Notification of Non-Significance for: Property Owner on: Date Book Page If recorded land,the instrument number identifying this transaction is: Instrument Number If registered land, the document number identifying this transaction is: Document Number Signature of Applicant wpatorm6.doc•rev.10/6104 Page 5 of 4 I 1 2 )-( �D B= I: x c E L 1, L: N C C- Johnson Johnnson f I I i I� I i I I I� i t i i I I 1 iII 1�. 4 I' mrlRIVERMOOR ENGINEERING LLC PROFESSIONAL ENGINEERS ItI V E nMa0 ni SITE OBSERVATION REPORT Rpt.Date ,October 8, 2010 Project No: 10-141 Date 10/08/10 2:30pm Attendees: Peter J. Falk &Time: David Johnson By: Peter J. Falk, P.E. Weather: Sunny, 60 degrees Site: 381 Sandy Neck Beach Road Barnstable,MA Scope: Observe work completed to date. General Comment: This report is limited to the portion of the structure identified in the scope of work. Observations and comments are based on exposed to view surfaces on the day of the report. The effects of uncovered conditions are not addressed in this report. Rivermoor Engineering has completed the site review of existing conditions identified by the Designer as structural issues of the exposed areas at the above referenced site and presents the following: 1. Steel beam in garage installed. 2. Roof framing of breakfast area complete. 3. Attic beam installed Contractor to install strapping of ceiling joist to beam 4. Holddowns installed with a single stud attachment. Contractor to provide double stud minimum per manufacturer's requirement. 5. Master bath: The installation of concrete pan and fully tiled shower(500#plus), stone vanities (300#Plus) and a heavy bathtub. Will require a re-design of the floor system. Most likely doubling up on the existing floor joist. 6. Areas of tile flooring: Tile manufacturer should evaluate the need for stiffer floor systems and report to Owner or contractor. 7 2nd floor Center Beam between Great Room and Dining will be re-evaluated for additional deadweight of master bath. 10 New Driflway Suite 101 SCITUATE,MA 02066 TEL.(781) 545-2848—FAX(781)544-7729 ,Windows Live Hotmail Print Message Page 1 of 1 Fwd: Lukas Barnstable From: Peter Falk (pfalk@rivermoorengineering.com) i Sent: Fri 11/12/10 9:12 AM To: david_p_johnson@hotmail.com 4 attachments SKMBT_C35110101313150_0001.pdf(305.5 KB) , SKMBT_C35110101313150_0002.pdf (41.0 KB) , SKMBT_C35110101313150_0003.pdf (39.8 KB) , SKMBT_C35110101313150_0004.pdf (28.0 KB) i -------- Original Message -------- Subject:Lukas Barnstable Date:Mon, 13 Sep 2010 13:24:17 -0400 From:Peter Falk <pfalk@rivermoorengineering.com> To:david_p_johnson@hotmail.com ceiling beams and post http://b1149w.blul49.mail.live.com/mail/PrintMessages.aspx?cpids=e70c2d8d-ee66-11 df... 11/12/2010 i .r 4, AZ i r _ r• / III � it 1 1 / %/f%/ r' / 21 ty Y� 7; i jL AP BeamChek v241icensed to:Peler f Falk Rivermoor Engineering Reg, 8111-1985 Lukas Barnstable ceiling beam - Prepared by: PH Date: 9/13/10 (2) 1-3/4x 11-1/4 1.9E T1 Microllam®LVL Conditions Min Bearing Area R1= 4.7 in, R2= 4.7 in' DL Defl 0.21 in Laid Beam Span 14.5 ft Reaction 1 LL 2320 # Reaction 2 LL 2320 # Beam Wt per ft 10.12 # Reaction 1 TL 3553 # Reaction 2 TL 3553 # Bm Wt Included 147 # Maximum V 3553 # Max Moment 12881 '# Max V (Reduced) 3094 # TL Max Defl L/ 240 TL Actual DO L / 282 LL Max Defl L/ 360 LL Actual Defl L / 432 411 ibules Section in' Shear in' TL Defl in LL Defl Actual 73.83 39.38 0.62 0.40 Critical 58.93 16.28 0.73 0.48 Status OK OK OK OK Ratio 80% 41% 85% 83% Fb (psi) Fv (psi) E (psi x mil) Fcl(psi) .&Cues Base Values 2600 285 1.9 750 Base Adjusted 2623 285 1.9 750 Adjlulmefl CF Size Factor 1.009 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 0.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Loads Uniform LL: 320 Uniform TL: 480 = A Uniform Load A R1 = 3553 R2 = 3553 SPAN = 14.5 FT Uniform and partial un or s are lbs per lineal ft. ® BeamChek v2.4 licensed lo:Peler J. Falk Rivermoor Engineering Reg 8111-1985 Lukas Barnstable ceiling beam Prepared by: PH Date: 9/13/10 Selection (2) 1-3/4x 7-1/4 1.9E TJ Microllame LVL Conditions Min Bearing Area R1= 2.9 in, R2= 2.9 in, DL Defl 0,12 in �&b Beam Span 9.0 ft Reaction 1 LL 1440 # Reaction 2 LL 1440 # Beam Wt per ft 6.52 # Reaction 1 TL 2189 # Reaction 2 TL 2189 # Bm Wt Included 59 # Maximum V 2189 # Max Moment 4926'# Max V (Reduced) 1895 # TL Max Defl L / 240 TL Actual Defl L/ 318 LL Max Defl L / 360 LL Actual Defl L / 484 Allribules Section in' Shear in' TL Defl in LL Defl Actual 30.66 25.38 0.34 0.22 Critical 21.23 9.98 0.45 0.30 Status OK OK OK OK Ratio 69% 39% 75% 74% Fb (psi) Fv (psi) E (psi x mil) Fc1(psi) Values Base Values 2600 285 1.9 750 Base Adjusted 2784 285 1.9 750 4d,&a1meflS CF Size Factor 1.071 Cd Duration 1.00 1,00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 LOO 1.00 1.00 Cl Stability 0.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 is Uniform LL: 320 Uniform TL: 480 = A Uniform Load A R1 = 2189 R2 = 2189 SPAN = 9 FT Uniform and partial um o m oa re lbs per lineal ft. BeamChek v2.4licensed lo:Peter J. Falk Rivermoor Engineering Reg, 8111-1985 Lukas Barnstable Prepared by: PJF Date: 9/13/10 Selec F 4x 4 Dr,—L North #2 Wood Column CondltlOnS Using values for 2x and 4x solid saim, Dimension Lumber. NDS '97 11a1a Reaction 5742# Column Area 12.25 in Kf 1.00 Actual Height 9.0 ft le dl Effective Ht 108 in c 0.80 Unbraced dl 9.0 ft le d2 Effective Ht 108 in KcE 0.30 Unbraced d2 9.0 ft Ke Buckling Mode 1.0 FcE 504 Attributes and Values Controlling d is 3.5 inches Fc 11 (psi) E (psi x mil) Base Values 1400 1.6 le/d psi Area (in') Base Adjusted 466 1.6 Actual 31 469 12.25 CF Size Factor 1.15 Critical 50 466 12.32 Cd Duration 1.00 Status OK Fail Fail Cm Wet Use 1.00 1.00 Ratio 62% 101% 101% Cp Stability 0.29 Note: A wood plate under this column must haveNj value, perpendicular to the grain, greater than 469 psi. Wingows Live Hotmail Print Message Page 1 of 1 i Fwd: APA ply portal detail From: Peter Falk (pfalk@rivermoorengineering.com) Sent: Fri 11/12/10 9:08 AM To: david_p^johnson@hotmail.com 1 attachment SKMBT_C35110082810120.pdf(123.4 KB) -------- Original Message -------- Subject:APA ply portal detail Date:Thu, 29 Jul 2010 10:22:50 -0400 From:Peter Falk <pfalk@rivermoorengineeringcom> To:Bruce Fryer <brucefryer0@netzero.net> { see attached Bruce- can you forward to David Johnson? http://b1149w.blu 149.mail.live.com/mail/PrintMessages.aspx?cpids=44f9f308-ee66-11 df-... 11/12/2010 Form No. . . _- ruye 3o/3 ` Novamber2OOO Figure 1. Construction details for APA portal-frame design with hold downs EXTENT OF HEADER SHEATHING FILLER SINGLE PORTAL FRAME(ONE BRACED WALL PANEL) IF NEEDED ET HEAUEM� '1000 LB FASTEN TOP PLATE TO HEADER WITH TWO PICAL PORTAL 16D 1000 LB ROWS OF 16D SINKER NAILS AT W O.C.TYP. SINKERS HEADER 1000 LB STRAP OPPOSITE SHEATHING NO.LSTA24) FASTEN SHEATHING TO HEADER WITH 8D COMMON OR FOR A PANEL GALVANIZED BOX NAILS IN W GRID PATTERN AS SHOWN AND SPUCE PF MIN.2X4 MAX. 3-O.C.IN ALL FRAMING(STUDS,BLOCKING,AND SILLS) NEEDED),PANEL FRAMING HEIGHT TYP. 10, FOR BRACING:MIN.WIDTH=16"FOR ONE STORY CCUR OVER AND 2,x-a-g BE NAILED TO STORIES.FOR ENGINEERED USE SEE TABLE 1. ING AND OCCUR F WALL HEIGHT, ONE ROW OF V' 318"MIN.THICKNESS WOOD O.C.NAILING IS DEVICE STRUCTURAL PANEL SHEATHING H (REF-NO. Or I PANEL EDGE. MIN-4200 LB STRAP TYPETIE-DOWN DEVICE(EMBEDDED STHD14) Lrhlj INTO CONCRETE AND NAILED WO FRAMING).INSTALLED rlv ONE 518"DIA.ANCHOR BOLT WITH 7"MIN.EMBEDMENT FOU UNDATION PERCODE _AUO_N SIDE ELEVATION | | Windows Live Hotmail Print Message Page 1 of 1 Fwd: Detail at floor offset & Suppt for Ridge ovr Garage From: Peter Falk (pfalk@rivermoorengineering.com) Sent: Fri 11/12/10 9:10 AM To: david_p_johnson@hotmail.com 2 attachments SKMBT_C35110082811280_0001.pdf(121.3 KB) , SKM6T_C35110082811280_0002.pdf(120.2 KB) -------- Original Message -------- Subject:Detail at floor offset & Suppt for Ridge ovr Garage Date:Thu, 29 Jul 2010 11:35:44 -0400 From:Peter Falk <pfalk@rivermoorengineering.com> To:Bruce Fryer <brucefryer0.@netzero.net> i Bruce pls forward to David, s r http://bl 149w.blu 149.mail.live.com/mail/PrintMessages.aspx?cpids=8944ff6d-ee66-11 df-... 11/12/2010 I LAP K I I)ci u a 4 i i i FL DATE DRAWN BY : / PROD. TITLE U TI TL E:�36 1 �S.�l RIVERMOOR ENGINEERING LLC 10 FAEPuy- I SCITUATE,MSSACHUSEWS 02866 S K PROJ. NO. TEL:(781)545.2848 011[R FAX:(781)5"7729 f 1 I!VL AA& lvk Lv L S C � � e/ DATE - 1P DRAWN BY PROJ. TITLE: RIVERMOOR ENGINEERING LLC - X l 10 NEW DRIFTWAY,SUITE 101 C�� BCR UATE.MASSACNUSET7802086 v P R O J. NO. e^,�J � TEL:(781)S4S 2848 ��� 55 �i r e a w e o.r FAX:(781)6447M8 i Windows Live Hotmail Print Message Page 1 of 1 a s J.. Fwd: Steel Bm dbl channel @ garage From: Peter Falk (pfalk@rivermoorengineering.com) Sent: Fri 11/12/10 9:09 AM To: david_p_johnson@hotmail.com 1 attachment SKMBT_C35110082810340.pdf(130.0 K13) -------- Original Message -------- Subject:Steel Bm dbl channel @ garage Date:Thu, 29 Jul 2010 10:46:57 -0400 From:Peter Falk <pfalk@riyermoo en,gineering_com> To:Bruce Fryer <brucefryer0@netzero.net> Bruce pls forward to David, I dont believe I have his email, Also the header span of 7 '-1" @ kitchen window for 3- 2x8 is acceptable. http://b1149w.blu 149.mail.live.com/mail/PrintMessages.aspx?cpids=7213 d8d3-ee66-11 df... 11/12/2010 L&I ,I C�,r �/f' i 9 A�AL� DATE `1 ` �p DRAWN BY ; PROJ. TITLE: RNERMOOR ENGINEERING LLC �� �• I�I 10 NEW DRIMASSA SUITE TS S Ko � /� �/� � � �j � SCRUATE,MASSACHUSETTS 02086 PROD. N0. ' 1 ol�i FAX'(71)544-77 9 ■irenuoo��FAX:(7B1)544-7729 I Rivermoor Engineering,LLC. 781.545.2848 10 New Driftway—Suite 101 fax 781.544.7729 n,v.E nM e o n Professional Engineers Scituate,MA 02066 www.rivermoorengineering.com June 21,2010 Edward Lucas Subject: Structural Engineering Services—Lucas Residence Existing Framing&Foundation Project: 381 Sandy Neck Road Barnstable,MA Reference: 1. Rivermoor Engineering Structural Elements Package Dated 9-22-2008 Dear Ed, I have met with Bruce Fryer and David Johnson at the above referenced site. Observations and comments are based on exposed to view surfaces on the day of the report.The uncovered conditions are not addressed in this report. Rivermoor Engineering has completed the site evaluation requested by you for the project identified above and has the following comments: • Anchor bolt spacing, for the sills accessible to view,meet the spacing requirements.However corner bolts are missing. Verify the remaining locations and install equivalent drill-in in anchors. • All hardware for wind bracing is not installed. Refer to the original design documents for completing the installation. • There is concern for the stability of the existing footing at the right rear of the structure.There are signs of soil washout. Recommend stabilizing the soil in this area. • Existing exterior sheathing board is starting to delaminate. Recommend having the material Representative evaluate the existing condition. —r--A4LezJerior sheathing should be checked for proper nailing.Refer to project specifications.The nailing is no c roperly and the nail heads are driven too deep. • Exterior sheathing is not lapped properly over the floor levels as shown in the documents. Re- sheath or add metal strapping as an alternate design for wind shear&uplift loading. • Steel wind shear frames around the sunroom are missing. Install as detailed. • Window locations and openings in exterior walls are not per original plans as permitted. • Two lally columns are missing in the basement. • Interior posts are required in the garage unless steel beam option is used. • Basement stair opening requires a new footing and lally post and kneewall. • Garage door requires Simpson steel strong wall as per original design. • Sunroom roof now has a tray ceiling.Framing requires a design check. • Attic floor requires a fall 5/8 "plywood subfloor. Some of the action items will require additional design services.If you have any questions,please do not hesitate to call. Sincerely, Peter J. Falk,P.E. J ar � Rivermoor Engineering,LLC. 781.54S.2848 10 New Driftway—Suite 101 fax 781.544.7729 R A v�MOD R 1 Professional Engineers Scituate,MA 02066 www.rivermoorengkneering.com STRUCTURAL ELEMENTS FOR LUCAS RESIDENCE @ Sandy Neck Barnstable, MA t7' ID I G As p ..1Wgs' RE Project No. 08-186 sq� ♦ SACK OF R?gs`rq.� v S NO�RSL ai!EiF g� PETER J. o FALK S NA%- STRUCTURAL ,p NO.43315 �O 1 OM September 22,2008 elp� D LIMITATIONS The following Report includes specific structural elements as required under The Seventh Edition, Massachusetts Building Code for One and Two-Family Dwellings (780 CMA). The members specified in this Report include: 0 1St,2na & roof framing • LVL Beams & Posts • Steel Beams & Pipe Columns • Wall Bracing • Foundation The structural elements included in this report are based on the arrangement shown in the referenced drawings. Refer to the Architectural Drawings for controlled dimensions. The condition of footings is based on a presumptive soil bearing pressure of 3,000 pounds per square foot, which corresponds to undisturbed sandy gravel and/or gravel with no compressible or organic material. The subsurface conditions at the site must be verified accordingly. Non-structural code requirements are not addressed in this design package. The contractor/builder shall refer to Chapters 53, 54, 55, 56, and 58 of the Code for structural elements and details not included herein. Rivemoor Engineering,LLC Project 08-186 Page I of 1 SKETCHES 1. Dimensions shown on structural sketches & calcs are for design purposes. Contractor to layout new work to determine exact measurements in order to provide full bearing and fit-up prior to ordering material. 2. The Contractor is responsible for temporary shoring and support of all floors, walls, and roof including means and methods of construction and safety. 3. Only structural elements included in the calculations & marked up on copies of plans produced by others are the addressed in this design package. Refer to other design documents for elevations, architectural and civil engineering code requirements. 4. Any existing structural elements identified by size on the Architect/Designer plans or Engineering sketches must be field verified by the Contractor. If any discrepancies are found, this must be brought to the attention of the Engineer prior to work commencement. -v v � a o` m NOTES, zo �XG?�Vlk1l1N 1. FOR CONCRETE STRENGTH AND PRESUMPTIVE SOIL l-IM j't � �2x(a .r'r BEARING PRESSURE,SEE GENERAL NOTES. 2. FOR BASEMENT AND CRAWL SPACE FOUNDATIONS, PROVIDE CONTINUOUS PERIMETER DRAIN TO PREVENT ACCUMULATION OF GROUNDWATER 3. SEE ARCE MCTURAL DRAWINGS FOR DAMPPROOFING, D INSULATION,APED PERIlViEM DRAIN DETAILS. 4. DO NOT PLACE UNBALANCED BACE LL ALONG co FOUNDATION WALLS UNTIL FLOOR SLAB,SILL -< ..^ ANCHORS,AMID FIRST FLOOR FRAMING AM a o 1 I SHEATHING ARE IN PLACE. °C 5. FOR BASEMENT AND CRAWL SPACE FOUNDATIONS, BACKFILL MATERIAL SHALL BE FREE DRAINING SAND AND GRAVEL;COMPACT BAckFiLL IN 12"LIFTS;DO NOT USE UNSUITABLE EXCAVATED MATERIAL FOR BACKFILL. 6. IF LEDGE IS ENCOUNTERED ABOVE hWM4UM FROST Q r x x DEPTH,PIN FOUNDATION WALL TO LEDGE WITH#4 If b DRILLED APED EPDXY-GROUTED BARS AT 4 FT OC. m 1. FOUNDATION WALL THICKNESS: WALL THICKNESS T 4 SAND AND GRAVEL 10" SILT AND CLAY *12" FOR UNBALANCED FILL.7'OR LESS,WALL THICKNESS r l MAYBE REDUCED TO 10" CTIO BOLTS: SEE GENERAL NOTES ANGH SPACING: i I/ "OC,EXCEPT: _ ► �`� 6"TO 12"FROMEACH CORNER `O 6"TO 12"FROM EACH END OF SILL PLATES i1 D X p9 >� 9 e 2' m rn �� vow-. ., \�� (� MAXIMUM G01AF4&bf6V i 1 r L . �o i ou -o NOTES: 1. FOR CONCRETE STRENGTH AND PRESUMPTIVE SOIL BEARING PRESSURE, SEE GENERAL NOTES 2. BACKFILL MATERIAL SHALL BE FREE DRAINING SAND AND GRAVEL; COMPACT BACKFILL IN 12" LIFTS; DO NOT USE UNSUITABLE EXCAVATED MATERIAL FOR BACKFILL . 3. IF LEDGE IS ENCOUNTERED ABOVE MINIMUM FROST DEPTH, PIN FOUNDATION WALL TO LEDGE WITH#4 DRILLED AND GROUTED BA 18" OC 4. SILL ANCHORS: a. ANCHOR BOLTS: SEE GENERAL NO S b. ANCHOR*BOLT SPACING;, i. GENERAL: 3p OC e 1 ii. GARAGE DOOR WALL: - 3Z OC iii. 6"TO 12" FROM EACH CORNER iv. 6"TO 12" FROM EACH SILL PLATE END PROJ DATE DRAWN BY . TITLE: � RIVERMOORENGINEERINOLIC Y�',fl(/ !^ 6C T ATE;MAS HUSA 02066 SKr PROD. NO. {/o u m fl y:'� 10" TEL:(I6,)6,6-Y646 r !� ��•,�,����FAX:�6,1 544-7726 i I •. A O O v- O 'I -fly I L y yE� FOOHr/OiN FLAN o . i 2 � T x DATE : DRAWN BY : PROJ. TITLE: RwERMOOR ENGINaR)NO uC TYP LEA L, 10 NEW DRIFTWAY.SUITE 101 P R OJ. NO. �DO f U �I�i(a l L SCITUATE,MASSACHUSETTS 01088 S K_ TEL:(781)5454948 ir[ ooi I FA%:(701)544-7720 I 0 t 00t AL O BASEMENT BEAM :III-I I-I I-I 1= -I 1 I-1 I I-I I I-I I P.T. SILL WITH ANCHOR I-III-III-III- BOLTS EACH SIDE OF BEAM -i ADDED #4 BARS 0 POCKET NOTE: FOR ADDTIONAL FOUNDATION WALL INFORMATION SEE SECTION A (S-1) DETAIL AT BEAM POCKET DETAIL SCALE : 1/2"= 1'-0" DATE DRAWN By... DETAIL / SECTION RMRMOOR ENGINEERING LLC 16 NEWDRU'YWAY SURE 101 FILE LOCA110N• , SCITUAM 61ABSA�HUSET78 a2os6 TEL:(781)648.2M nra. e s: -c -�wro,y SEcnops�smuc7uRA<-typoe7A,Ls\ ei�FAX.(761)s4an2e RES-tyo-Pwt SeomConnectad�p c ... FMI=ZDA.Q MGM r_r • •Ar ..e,,.wan �. cmrAcw ik I , Lao RL fC y :......--�:.... — 1 I r' ; Jr---- — ---� r---------- -- -------- --- -- 1 I Mr 1 F a.as Zr' ---------------- F( s 1 i ® I + / Lv pj ; I woo mcm. 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TITLE: RIVERMOOR ENGINEERING LLC 10 NEW ORIFTWAY-SURE jot. S'K- PROJ. NO. SUMATE,MASSACHUSET 02066 v TEL:(?Al)545-2848 i v t Ry oloa i FAX:(781)644.772B a Q J Q 0 6 BAR D!A LAP Q m v, MAXIMUM! SLOPE 3 X0�%6 o x I � � N oC6 0 Q TOP OF WALL FOOTING � � 0,"01;o . ,a C60 C x C60 o Q DEPTH OF FOOTING ,06 � 0 30 06c X MIN TYPICAL STEPPED FOOTING ELEVATION NTS DATE 7/26/06 DRAWN BY �JF TYPICAL RIVERMOOR ENGINEERING LLC 14 DETAIL / SECTION CE SCITUA E,MASS FILE LOCATION: SG:(781) 67ASSACHUSETT902088 SK4 TEL:(79+)545-2848 44-772 S(\RE-CAD-LfB)ii�1 YAD-L18 Y\SEC"5\STRUCTURAL- - "°"°'FAx:pegsaa7Txs typDE TAILSYP-COljC SOU NDATN-DE TAILS D►�0 o . o.- NOTES: 1. THE LEDGER SHALL BE INSTALLED TIGHT TO WALL SHEATHING, WITHOUT SPACERS 2. SEE ARCHITECTURAL DRAWINGS FOR FLASHING DETAILS AND STEP- DOWN DIMENSION 3. LAG BOLTS SHALL BE 1/2" DIAMETER BY 4" LONG WITH WASHER; MACHINE BOLTS SHALL BE1/2" DIAMETER BY LENGTH TO SUIT WITH 2 WASHERS; REFER TO GENERAL NOTES FOR CORROSION PROTECTION 4, LAG BOLT DRILL-HOLE DIAMETERS: SHANK (THROUGH LEDGER BOARD): 9/16" LEAD (THROUGH RIM JOIST): 5/16" 5. LAG BOLT SPACING MAX JOIST SPAN LAG BOLT SPACING 6 ft 15" c-c 8 ft 12" c-c loft 9" c-c 12 ft 8" c-c 14ft ' 6" Gc 6. MACHINE BOLT SPACING MAX JOIST SPAN BOLT SPACING loft 16" C-c 12 ft 12" c-c 14 ft 8" c-c 7. LEDGERLOK RIM JOIST FASTENERS MAY BE SUBSTITUTED FOR THE SPECIFIED LAG BOLT. DATE DRAWN BY PROJ. TITLE: RIVERMOOR ENGINEERING LLC Y I G �"PGp 10 NEW ORIFTWAV,SUITE 101 SCITUATE.MASSACHUSEM02068 SK- PROJ- NO. 1 *�yp/1�/r t� {�rj A I s TEL:(781)545-2848 FAX:(781)644.7729 1 CONT. RIDGE VENT —SIMPSON SLOPED HANGERS RAFTERS 2X BLOCKING " ROOF SHEATHING STEEL STRAP U. 16" O.C. TI ES ® 16" 0.C. • TYPICAL RIDGE SECTION - SCALE :3/4" ')ATE DRAWN BY : DETAIL / SECTION RIVERNOOR WGINEER1Na LLc 17 NOW DAU"AY BUM 101 6CMAM NABOACHU88rM=156 KZr FILE LOCATION: -�g-acsI�wncwv wIaaly SP-O.#-12. O.C. STAGGER { SP-0.¢12' O.C.A,", AC.�l�Cl ' DECK r we Ar SP-4"w o -W I I � I 1 I I 1 1 1 O m SUN ROOM 1 � i 1 •1 ' SCREEN PORM 6' sa ¢12. O.C. STAGGER IYI. m �. GREAT ROOM 04 Q 1 t`)11 I 1 o GUEST BR.c04 n n G 1 • I mj DINING __ _-_---�1 b Q' IPA14 VS 19 f � FIRST FLOOR seise iK�'-ar � I a .1 F]RST FLOOR PLAN sane v4w-w 2'-a• —o• �A SP-E,#-14 i�'�� �-7 ts-a -o e-O r _2- _ ohs MJbir ` m BED ROM MASTER BED ROOM 1 ✓f y 8- -S 1 V . . �• �o. _ rr . sea n ® CLOSES �MLET o ' M BA .r omi •1 UhR/DFF1Ci 1 4-O• '-4' 3'--6 /,V 1 P 40-0• r-o- ...� ws •I .1 SECOND FLOOR PLAN ,I SECOND FLOOR PLAN PLAN 2W-Cr �toA e, t (Z)�l' «L j'� (AR 1.15 ACIUALa TAKE IM)U [ 4 w S[DSME FURNMPLYWOOD 9 TM Q 3 3' L L w�E Purx�oao s1EA,�G 3'a L SIDE FMERDOARO SHEATKNG 3 L SIDE PLYWOOD SHEA1HNO 3'a TYPICAL MOO PARR =♦/�FOR9 / — )VE VE �. 7r r.. Fv oo m 1 4 4-1 1 .3 1 8-E S 4 5 77 IMP any IV-ROIRID M' Un s W/eAsE a CAP �r I M WM FOR DIEW —V ,�- srA—` 06' PI ' . SOLID BEAM Al 17 C � 4.5p12 UNE A; T11161 ININJI 11 11 A R ¢ r ll - 24Li 10 1/4\ IN 4V-4 7/r l` LTP ,,qy4f Aavv F7j V14 Sip _Ir e 16'-5 1/2- HPAHD22 20000 MN) 2T-3 1/Y 3W-6 1/2- REAR ELEVATION (W SIDE 56-26) SCALE. 1/465—e•=1'—,O /e- u?� T �PV 4.3 r e° h -0 1 4 8'-8 1/4- -0 1 ( I 1— !�^ 5 ww (1)T/8 EACH RAF lmil. LST 4 FOID ,� A24 F OVER E 2- 6'-7 Ir 4'-4 1/2' LSTA2-- �� 6� VFT 1 I b�- HPARD22(2000j.M) I I T II �I I I I -0- I PAGES IN DRAWING SET — — A1.0 FRONT & RIGHT ELEVATIONS A1.1 REAR do LEFT ELEVATIONS DI(\UT CI C\/A TI(lni /I CInC- A -7 1 -701� rMUIN I LLLVA IIVIN W JIUL JO—LO) SCALZ- 4,5c 12 2 4.3 I 32'-0' FIBER I 3r-O' PLYK ROM R'— 1S—lt J 1 LOWER _o t W-eta• -0 1 a• l� _-�� 'i -� 39'-8-FIBER I 39'-6' PLYWC (11'4))-2&6V t 2Xt0 RARERS t SPSM 2.5 EA Sx,0 ANTHONY P(m;m SIDE E'-7 7 p'.-a 3 5-1 1 OPEN 32 HOUSE SHEAR ELEVATION (L SIDE _47-17%) SCALE 1/4'-1'-0' • ,1 t�ZSe�ZoG ,_� QQ �lJW r�w5r - {2A,i6 4.50- / 12 4.5 r� it , � I ap IL Ll 11A -41 -� Z SEE OPPOSIE SEE FM POsr/nM F r I T8 L � s / J U Drawing Q Title: Scale: Reference: R/WRMOOR£NGINEERINCi LLC By. PROFESSIONAL ENGINEERS Date- Drawing: H2A@EA RAFTER END H2.5 @16f1 CS16 I lz LFTA FULL HT PLY LAPPING FLOORS TRIP I-E ROW NAILING TO RIM JOIST DOOR 4>NI.N:DQI TIEDOWNS SPAN: 3'-0" DETAIL . .....' SCALE : 3/4"= V-0" DATE DRAWN BY : RIVERMOORENOINEERINOLLC 10 NEW DRIFTWAY,RUE 101 FILE LOCATION: SCITUATE,MASSACHUSETT502066 TEL:(791)645Q846 SC\RE-CAD-Library\SECnONS\STRUCMUL-typDETALLS\ I:r 1,V 0 0 n FAX:(761)544-TT29 TYPreree thED-DETAILS.d*p 8 9 � B t � Noy rr Z I(?Yr) Ho��ow� (TYv) 71 GOUJ7 oUo � 9 i V VE A 'ry PE orY FE G WA1.1.- OV,46M* j7f.-rAcLy - �Nfi f DATE DRAWN BY : PROJ. TITLE: RIVERMOOR ENGINEERING LLC ///---��� PROJ. NO. rri 10 NEW DRIFTWAY,SUITE 101 `"�� SCRUATE,MASSACMUSETTS02066 J TEL:(781)545-2848 FAX:(781)544-7728 NOTES: 1. SEE GENERAL NOTES FOR WALL SHEATHING AND FASTENER MATERIAL SPECIFICATIONS. 2. ALL SHEATHING EDGES SHALL BE SUPPORTED BY STUDS, WALL PLATES, RIM JOISTS, OR BLOCKING; PROVIDE FULL DEPTH 2X BLOCKING ALONG ALL HORIZONTAL PANEL EDGES. 3. SEE LAYOUT PLAN FOR WALL BRACING PANEL LAYOUT. 4. ALL WALL BRACING PANELS SHALL BE SHEATHED ON ONE SIDE UNLESS NOTED OTHERWISE ON THE LAYOUT PLAN. 5. SEE SCHEDULE BELOW FOR FASTENER SPACING, HOLDOWN, ANCHORAGE, AND QUANTITY OF KING STUDS AT EACH END OF WALL BRACING PANELS. PROVIDE SCHEDULED HOLDOWN AT EAC END OF BRACING PANEL. 6. WHERE WALL BRACING PANELS INTERSECT AT A CORNER, PROVIDE THE HIGHER CAPACITY SCHEDULED HOLDOWN AND ANCHOR BOLT, 0 Endwall Corner stud - Holddown connected to transfer shear .2 16d Common nalIs at 6"o.c. CD WALL. DIF-AMA& ,ATE DRAWN BY PROS. TITLE: RIVERMOOR ENGINEERING LLC 10 NEW DRIFTWAY,SUITE 101 C�,,, ROJ. NO. SCITUATE,MASSACIIUSETT502066 v' TEL:(781)545-2848 v a e+e o of FAX:(781)544-7729 HOLDOWN ANCHOR BOLT OPTIONS BOLT CAST-IN-PLACE DRILLED-IN (SIMPSON ET EPDXY-TIE) t AB-1 5/8" DIA SSTB14 5/8" ROD WITH 12" MIN EMBED AB-2 7/8" DIA SSTB28 7/8" ROD WITH 16" MIN EMBED ANCHOR BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH SIMPSON SPECIFICATIONS AND INSTALLATION INSTRUCTIONS DATE DRAWN BY : PROJ. TI TLE: RIVERMOOR ENGINEERING uC 10 NEW ORIFTWAY,SUITE 101 S _ P R OJ, NO, SCITUATE,MASSACHUSETTS 02088 V TEL:(7811 545.2848 n i r t n o o nt FAX:(781)544-7729 ,F�r 6 �0�6 ���' LS,N �r!'f/(6�"��° �`7 % e!®�!��� 1• t� P �+!`�(� WAW �PO JM o& 6 AIJ Jk' NV s � - i l 3 f 4 C� k f P I y! 4 Y DATE DRAWN BY PROJ. TITLE: RIVERMOOR ENGINEERING LLC ��' _ /// 10 NEW URIFTWAY,SUITE 101 PROJ, NO. SCITUATE,MASSACHUSETTS02066 S{r(v+ \ TEL:(7811546-2848 FAX:pe71 5447729 JLJ VOL-0-Vow Cr-op-�� � for 14y) C � M* VOV�� A O� VObf ORIN ATE DRAWN BY PROS. TITLE: RIVERMOOR ENGINEERING LLC 10 NEW OAFTVAY,SUITE 101 ROJ. NO. SCITUATE,MASSACHUSETTS 02066 v' TEL:(701)545.2848 • u r c o o 1 FAX:(7B1)544-7749 t t t LA VIP � 7,rc- - D ATE DRAWN BY PROJ. TITLE. RIVERMOOR ENGINEERING LLC 10 NEW DAIFTWAY,SUITE 101 S�� SCITUATE,MASSACHUSETTS 02066 P JROJ. NO. TEL:(7011545.2848 R i r t n u o o••FAA:Q61,544-T720 �00� UIJtil���N��' �N�fLU�/�f GoNfifyN upc�� �'o 1065 -17 H!l %oGkiN& rAWL. FIRy� 2 JOK74 • lrk4e4 a-f .` MAX OG Wolfe , 10900 V p ; V IIAONAAA DATE DRAWN BY. PROJ. TITLE: RIVERMOORENGINEERINGLLC ��1/// 1D NEW DRIFTWAY,SURE 101 C�( DROJ. NO, BCITUATE,MASSACNUSETTS02 886 S TEL:(781)646-2848 • i t c f f o o�f FAX:(701)544-7729 Over- WALIL- L C ` MAX) M4 I. 400� t6ouQ6, �IEOG{CEN DATE DRAWN By PROD. TITLE: RIVERMOOR ENGINEERING LLC 10 NEW DRIFTWAY,SURE 101 C�_ PROD. NO. SCITUATE,MASSACHUSETSD2066 v TEL:(701)545-2848 FAX:(781)544-7729 GOI��G, 101 �1it�UL I ro f� �� G OIA V r�Mo MIA, rTt � c X m S mo � N� ain m iSS iN c Z � 0 � D O m z 0 0 D z (DL04--V-1146 510 � o PLYW©o17 rn b_ P� a O y cc ma m ' 2 0 N m m m m3 7 e z 0 � r r VJ SPECIFICATIONS i RIVERMOOR ENGINEERING, LLC PROFESSIONAL ENGINEERS I STRUCTURAL GENERAL NOTES GENERAL USE STRUCTURAL SKETCHES IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. COORDINATE ALL STRUCTURAL WORK WITH THE WORK SHOWN ON ARCHITECTURAL DRAWINGS AND WITH THE WORK OF OTHER TRADES, INCLUDING MECHANICAL, ELECTRICAL, PLUMBING, AND WITH SITE DRAWINGS. CONSULT THESE DRAWINGS AND COORDINATE WITH OTHER TRADES FOR LOCATIONS AND DIMENSIONS OF PIPES, OPENINGS, CHASES, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL SKETCHES. FASTENERS UTILIZED FOR FRAMING CONNECTORS SHALL BE THE TYPE, SIZE, AND QUANTITY SPECIFIED IN THE FRAMING CONNECTOR MANUFACTURER'S CATALOG. ALL OTHER FASTENERS SHALL BE COMMON NAILS AS INDICATED OR IN ACCORDANCE WITH THE CODE FASTENER SCHEDULES WHERE NOT INDICATED. IF THE CONTRACTOR PROPOSES TO UTILIZE NAIL GUN FASTENERS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE DOCUMENTATION CONCERNING THE SUITABILITY OF THE PROPOSED FASTENERS AS SUBSTITUTES FOR COMMON NAILS. FOR ELEMENTS NOT INCLUDED AS PART OF THIS PACKAGE, ALL WORK SHALL CONFORM TO CHAPTERS 55, 56,AND 58 AND APPENDIX 120.Q OF THE BUILDING CODE. DIMENSIONS SHOWN ARE FOR DESIGN PURPOSES ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR LAYOUT DIMENSIONS. WHERE APPLICABLE COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH EXISTING CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING AND FOR CONSTRUCTION SITE SAFETY. ALL WORK SHALL BE SUPERVISED BY CONSTRUCTION SUPERVISORS AND/OR HOME IMPROVEMENT CONTRACTORS LICENSED IN THE COMMONWEALTH OF MASSACHUSETTS. CODE BUILDING CODE FOR ONE-AND TWO-FAMILY DWELLINGS(780 CMR) SEVENTH EDITION. WFCM 2001 LIVE LOADS BASIC WIND SPEED: 110 MPH (TABLE 5301.2(4)) WIND EXPOSURE CATEGORY: C GROUND SNOW LOAD: 30 PSF(TABLE 5301.2(5)) LIVING AREAS: 40 PSF SLEEPING AREAS: 30 PSF ATTIC WITH STORAGE: 20 PSF ATTIC WITHOUT STORAGE: 10 PSF(ROOF PITCH 3:12 MAX) DECKS: 60 PSF BALCONIES: 60 PSF PAGE 1 RIVERMOOR ENGINEERING, LLC PROFESSIONAL ENGINEERS FOUNDATIONS THE MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 3,000 PSI (AIR- ENTRAINED 5-7%) THE DESIGN OF FOUNDATION ELEMENTS IS BASED ON A PRESUMPTIVE SOIL BEARING PRESSURE OF 3,000 PSF,WHICH CORRESPONDS TO UNDISTURBED SAND AND/OR SAND AND GRAVEL WITH NO COMPRESSIBLE OR ORGANIC MATERIAL. THE ACTUAL SOIL CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR. ALL FOUNDATION ELEMENTS SHALL BE PLACED EITHER ON UNDISTURBED MATERIAL OR ON A MAXIMUM OF 12" COMPACTED GRANULAR FILL. NOTIFY THE ENGINEER IF THE PRESUMED SOIL CONDITIONS ARE NOT APPLICABLE. ALL FOUNDATION WALLS WITH UNBALANCED SOIL LOADING SHALL BE BACKFILLED WITH FREE-DRAINING GRANULAR MATERIAL AND SHALL HAVE PERIMETER DRAINAGE ALONG THE BASE OF THE WALLS. WALLS SHALL NOT BE BACKFILLED UNTIL FIRST FLOOR FRAMING AND SHEATHING AND BASEMENT FLOOR SLAB ARE IN PLACE. IF LEDGE IS ENCOUNTERED ABOVE THE MINIMUM FROST DEPTH, PIN FOUNDATION WALLS TO LEDGE WITH#4 BARS DRILLED AND EPDXY GROUTED WITH 8" MINIMUM EMBEDMENT AT 4 FT OC UNLESS NOTED OTHERWISE. FLOOR SLABS ON GRADE THE MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 3,500 PSI. THE MINIMUM SLAB THICKNESS SHALL BE 4". REFER TO SECTION 5506 OF THE CODE FOR SURFACE PREPARATION, BASE COURSE, SLAB REINFORCING STEEL,AND CONTROL JOINT SPACING. COORDINATE ALL CONTROL JOINT LOCATIONS WITH THE ARCHITECT. STRUCTURAL STEEL WIDE FLANGE SHAPES: ASTM A992 OR ASTM A572 GR 50. PIPE COLUMNS: ASTM A53 GRADE B SQUARE COLUMNS: ASTM A500 GRADE B MISC PLATES: ASTM A36 BOLTS: ASTM A307 DIMENSION LUMBER ALL INTERIOR (PROTECTED) DIMENSION LUMBER SHALL BE SPRUCE-PINE-FIR (SPF) GRADE NO. 2 OR BETTER FOR RAFTERS, JOISTS,AND HEADERS, AND STUD GRADE FOR STUDS, UNLESS NOTED OTHERWISE. DIMENSION LUMBER FOR SILL PLATES, PORCHES AND DECKS SHALL BE PRESSURE PRESERVATIVE-TREATED SOUTHERN PINE#2 OR BETTER. ALL DIMENSION LUMBER SHALL BE IDENTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY. LUMBER SHALL BE GENERALLY FREE FROM SPLITS &WARPAGE THAT CANNOT BE CORRECTED BY BRIDGING OR NAILING. MOISTURE CONTENT OF LUMBER SHALL NOT EXCEED .19%AT THE TIME OF CONSTRUCTION. PAGE 2 RIVERMOOR ENGINEERING, LLC PROFESSIONAL ENGINEERS LAMINATED VENEER LUMBER(LVL) LAMINATED VENEER LUMBER SHALL BE 1.9E TJ MICROLAM LVL BY TRUS JOIST, OR APPROVED EQUAL, UNLESS OTHERWISE INDICATED. PARALLEL STRAND LUMBER (PSL) PARALLEL STRAND LUMBER SHALL BE 2.0E PARALLAM PSL BY TRUS JOIST, OR APPROVED EQUAL, UNLESS OTHERWISE INDICATED. ENGINEERED WOOD JOISTS JOISTS AND ACCESSORIES INCLUDING RIM JOISTS SHALL BE THE PRODUCTS OF TRUS JOIST, OR APPROVED EQUAL. SHEATHING ALL ROOF, FLOOR, AND WALL PANELS SHALL BE APA RATED EXPOSURE 1 SHEATHING COMPLYING WITH DOC PS 1 AND PS 2. FULL 08 PANELS SHALL BE USED TO THE MAXIMUM EXTENT PRACTICABLE. FLOOR SHEATHING (BLOCKED STRUCTURAL DIAPHRAGM,ALL FLOORS) MINIMUM SPAN RATING: 32/16 MINIMUM THICKNESS: 3/ IN GLUED AND NAILED WITH TONGUE AND GROOVE JOINTS FASTENERS: 8d COMMON AT 6"OC ALONG SUPPORTED EDGES AND 12" OC INTERMEDIATE ALL SHEATHING EDGES SHALL BE SUPPORTED; PROVIDE 2x SOLID BLOCKING AS REQUIRED NOTE: USE APA RATED STURD-I-FLOOR OR ADVANTECH IF SPECIFIED ON ARCHITECTURAL DRAWINGS. ROOF SHEATHING (110 MPH) MINIMUM SPAN RATING: 32/16 MINIMUM THICKNESS: 7/16 IN FASTENERS GENERAL: 8d COMMON WITHIN 4 FT OF GABLE END WALLS: 8d COMMON DEFORMED FASTENER SPACING GENERAL: 6"OC ALONG SUPPORTED EDGES AND 6" OC INTERMEDIATE ALONG GABLE END WALLS: 4"OC WALL SHEATHING (GENERAL) (110 MPH OR AS REQUIRED) MINIMUM THICKNESS: 7/16 IN FASTENERS: 8d COMMON AT 6"OC ALONG EDGES AND 12"OC INTERMEDIATE, UNLESS NOTED OTHERWISE WALL SHEATHING (WALL BRACING PANELS) MINIMUM THICKNESS: 7/16 IN FASTENERS: 8D COMMON SPACED 4" ALONG SUPPORTED EDGES AND 12"OC INTERMEDIATE PAGE 3 RIVERMOOR ENGINEERING, LLC PROFESSIONAL ENGINEERS ALL PANEL EDGES SHALL BE SUPPORTED; PROVIDE BLOCKING &NAILING ALONG ALL HORIZONTAL PANEL EDGES SEE WALL BRACING SCHEDULE AND WALL SECTIONS FOR ADDITIONAL REQUIREMENTS SILL ANCHORAGE, HOLD-DOWNS, AND FRAMING CONNECTORS ALL STRUCTURAL FRAMING CONNECTIONS, UNLESS SPECIFICALLY NOTED OTHERWISE, SHALL BE "STRONG TIE" AS MANUFACTURED BY THE SIMPSON CO. IN ACCORDANCE WITH "WOOD CONSTRUCTION CONNECTORS" CATALOG C-2008. ALL FASTENERS(TYPE, SIZE, AND QUANTITY) SPECIFIED IN SIMPSON'S CONNECTOR SCHEDULE SHALL BE INSTALLED. SILL PLATE ANCHOR BOLT OPTIONS: CAST-IN-PLACE: 5/8" DIA ASTM A307 GALVANIZED J-BOLTS OR HEADED BOLTS WITH GALVANIZED 1/4 X 3X3 PLATE WASHERS AND NUTS. ANCHOR BOLT EMBEDMENT SHALL BE 7" (MINIMUM). DRILLED-IN: SIMPSON TITEN HD MODEL THD62612H WITH GALVANIZED 1/4 X 3X3 PLATE WASHERS. FOR ANCHOR BOLT LAYOUT, SEE STRUCTURAL SKETCHES. ANCHOR BOLTS FOR HOLDOWN CONNECTORS SHALL BE AS SHOWN ON THE STRUCTURALSKETCHES. ALL CONNECTORS AND FASTENERS FOR PRESSURE PRESERVATIVE TREATED WOOD SHALL BE SHOP-COATED AND/OR STAINLESS STEEL TO SUIT THE SPECIFIC EXPOSURE(S)AND WOOD PRESERVATIVE(S) IN ACCORDANCE WITH SIMPSON STONG- TIE RECOMMENDATIONS. THE CONTRACTOR SHALL SUBMIT DOCUMENTATION INDICATING THAT CONNECTORS AND FASTENERS ARE ACCEPTABLE FOR THE EXPOSURE AND CHEMICAL PRESERVATIVES USED ON THE PROJECT. DOCUMENTATION SHALL INCLUDE TYPE OF PRESERVATIVE(S), PRESERVATIVE RETENTION LEVEL(S), AND EXPOSURE ENVIRONMENT(S). FRAMING INSTALLATION ALL FRAMING SHALL BE ERECTED TRUE TO LINE, PLUMB AND LEVEL, AND SHALL BE FASTENED/HUNG TO DEVELOP THE FULL STRENGTH OF THE ASSEMBLY IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL ENGINEERED PRODUCTS SHALL BE STORED AND INSTALLED IN ACCORDANCE WITH PRODUCT MANUFACTURERS' SPECIFICATIONS AND INSTALLATION DETAILS. WITH THE EXCEPTION OF MANUFACTURER-PROVIDED KNOCKOUTS, NO HOLES SHALL BE FIELD-DRILLED IN MEMBERS. IF HOLES ARE REQUIRED, NOTIFY THE ENGINEER PRIOR TO ORDERING AFFECTED MEMBERS. FLOOR SHEATHING SHALL BE GLUED AND NAILED. ALL FRAMING IN CONTACT WITH (OR WITHIN 1" OF) MASONRY OR CONCRETE SHALL HAVE A PRESSURE PRESERVATIVE TREATMENT. ALL HARDWARE SHALL BE CORROSION PROTECTED FROM ANY REACTION TO MATERIALS IN CONTACT AS INDICATED ABOVE. i PAGE 4 RIVERMOOR ENGINEERING, LLC PROFESSIONAL ENGINEERS PROVIDE 2X WOOD BLOCKING OR RIM JOIST AT ALL SAWN LUMBER FLOOR JOIST SUPPORT POINTS. FOR SAWN LUMBER JOISTS EXCEEDING 2X12, PROVIDE BLOCKING AT INTERVALS NOT EXCEEDING 8 FT. PROVIDE DOUBLE FLOOR JOISTS OR BLOCKING BELOW ALL NEW INTERIOR PARTITION WALLS. SIZES OF DIMENSION LUMBER ARE NOMINAL. ALL LUMBER SHALL BE SURFACED FOUR SIDES, UNLESS NOTED OTHERWISE. STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY IMPROPER CUTTING OR DRILLING. NON-CONTINUOUS DIMENSION LUMBER JOISTS EXTENDING OVER LOAD-BEARING PARTITIONS OR BEAMS MAY BE BUTTED OR LAPPED, SUBJECT TO PROVIDING A MINIMUM BEARING LENGTH OF 1-1/2 INCHES. PROVIDE SOLID BLOCKING BETWEEN JOISTS. ALL BUILT-UP LVL BEAMS SHALL BE ASSEMBLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. INTERIOR WALL FRAMED OPENINGS AT EACH END OF SAWN LUMBER DOOR AND WINDOW HEADERS, PROVIDE ONE JACK STUD AND ONE KING STUD UNLESS OTHERWISE INDICATED. AT EACH END OF LVL DOOR AND WINDOW HEADERS, PROVIDE TWO JACK STUDS AND ONE KING UNLESS OTHERWISE INDICATED. EXTERIOR WALL FRAMED OPENINGS AT EACH END OF SAWN LUMBER DOOR AND WINDOW HEADERS, PROVIDE ONE JACK STUD AND KING STUDS PER SCHEDULE BELOW, UNLESS OTHERWISE INDICATED. AT EACH END OF LVL DOOR AND WINDOW HEADERS, PROVIDE TWO JACK STUDS AND KING STUDS PER SCHEDULE BELOW, UNLESS OTHERWISE INDICATED. _MAX HEADER SPAN, FT KING STUDS, EACH END 4 1 .6 .2 10 3 12 4 SCOPE OF STRUCTURAL ENGINEERING SERVICES THE STRUCTURAL ENGINEER HAS PERFORMED THE STRUCTURAL DESIGN AND PREPARED THE STRUCTURAL WORKING SKETCHES FOR SPECIFIC ELEMENTS FOR THIS PROJECT. DESIGN IS LIMITED TO ONLY THOSE STRUCTURAL ELEMENTS IDENTIFIED ON THE ENCLOSED SKETCHES. THE CONSTRUCTION MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE STRUCTURAL DETAILS AND LOCAL CODE REQUIREMENTS. ANY DEVIATION FROM THE SKETCHES MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. ANY DISCREPANCY BETWEEN THE STRUCTURAL SKETCHES AND THE PAGE 5 RIVERMOOR ENGINEERING, LLC PROFESSIONAL ENGINEERS ARCHITECTURAL DRAWINGS SHALL BE BROUGHT TO THE STRUCTURAL ENGINEER'S ATTENTION IMMEDIATELY. PAGE 6 ATTACHMENTS Attachments are information only data. Contractor to verify Technical data or Manufacturer's requirements for updated documents. For additional information, refer referenced documents or recommended manufacturers installation requirements. 110 PAPH EXPOSURE B WIND ZONE 1 ,46 Table 2. General Mailing Schedule 'R lZL. Blocking to Rafter(Toe-nailed) 2-8d 1u�2-10d each end Rim Board to Rafter (End-nailed) 2-16d 3-16d each end .7r7:777' 77 .......j... 4. Top Plates at Intersections (Face-nailed) 416d, 5-16d i at joints r Stud to Stud (Face-nailed) 2-16d 2-16d 24"ox, V Header to Header(Face-nailed) 16d ' I ed, ox..along edges M Ali Joist to Sill, Top Plate or Girder (Toe-nailed) (Fig. 14) 1 4- 8d j 41 Od per joist Blocking to Joist(Toe-nailed) 2-8d 2-10d each end 0 Blocking to Sill or Top Plate (Toe-nailed) 3-16d 4-16d I each block Z Ledger Strip to Beam or Girder (Face-nailed) 3-16d i 4-16d I each joist Joist on Ledger to Beam (Toe-nailed) j 3-8d 3-10d per joist Band Joist to Joist (End-nailed) (Fig. 14) 3-16d 4-16d 1 per joist Band Joist to Sill or Top Plate (Toe-nailed) (Fig, 14) i 2-16d 3-16d J per foot Wood Structural Panels rafters or trusses spaced up to 16" o.c. i 8d 10d 6" edge/6"field rafters or trusses spaced over 16' o.c. I 8d 10d 4" edge/4"field gable endwall rake or rake truss w/o gable overhang 8d i 10d I 6" edge/6"field gable-endwall rake or rake truss w/structural 8d 10d j 6' edge/6"field outlookers gable endwall-rake or rake truss wl lookout blocks 8d I 1 Od I 4" edge/4"field In W-4 Gypsum Wallboard 5d coolers 7' edge/ iWfleld studs spaced up to 24" o.c. 8d- 10d 6" edge 12"field 1/2"and 25/32' Fiberboard Panels i 8dl 3" edge 6"field 1/2'GYPSLIM Wallboard 5d coolers 7" edge/ 10'field Wood Structural Panels 1" or less 8d 10d 6" edge 12"field greater than V 10d _1_16d edge/6"field A Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements. Nails. Unless otherwise stated,sizes given for nails are common wire sizes. Box and pneumatic nails of equivalent diameter and equal or greater length to the specified common nails may be substituted unless otherwise prohibited. AMERICAN FOREST& PAPER ASSOCIATION i �fiiili�fi■ i i 1 fw i - I ® These products are available with additional corrosion protection.Additional products on this page may also be available with this option,check with Simpson for details. Fasteners DF/SP SPF/HF Uplift Load ° Allowable Loads Uplift Load Allowable Loads with model with 8dx11/2 Code No. Ga To To To Uplift Lateral 8dx11h Nails Uplift Lateral Nails net. Ratters/ Plates Studs (133/160) (133&160) (133 160 (133& Truss (133) (160) Ft F2 (133) (160) F1 F2 160) H1 18 6-8dx11h 4-8d — 490 585 485 165 455 400 400 415 140 370 2.40,82,121,140 H2 18 5-8d — 5-8d 335 335 — — 335 230 230 — — 230 _ 1-12A 18 5-8dx115 2-8dx114 5-8dx% 575 575 130 55 — 495 495 130 55 — 160 ® H2.5 18 5-8d 5-8d — 415 415 150 150 415 365 365 130 130 365 2,6,40,82,121,140 ® H2.5A 18 5-8d 5-8d — 600 600 110 110 480 520 535 110 110 480 40,122 H2.5T 18 5-8d 5-8d — 545 545 135 145 425 545 545 135 145 425 146 ® H3 18 4-8d 4-8d — 455 455 125 160 415 320 320 105 140 290 2,40,82,121,140 ® H4 20 4-8d 4-8d — 360 360 165 160 360 235 235 140 135 235 2.40,121,140 ® H5 18 4-8d 4-8d — 455 465 115 200 455 265 265 100 170 265 2,40,82,121,140 ® H6 16 — 8-8d 8-8d 915 950 — — — 785 820 — — — 5,41, H7Z 16 4-8d 2-8d 8-8d 930 985 400 — — 800 845 345 — — 121,140 ® H8 18 5.10dx11h 5-10dx11h — 620 745 75 — — 530 565 75 — — 125 ® H10 18 8-8dx11h 8-8dx11h — 905 990 585 525 1 — 780 850 505 450 1 9,121,140 H10A 18 9-10dx% 9-10dx114 — 11406 114001 590 285 — 1015 1015 505 285 — 160 H10Sa•6 18 8-8dx11h 8-8dx11hl 8-8d 1010 1010 545 215 550 870 870 470 185 475 149 ® H10-2 18 6-10d 6-10d — 760 760 455 395 — 655 655 390 340 — 6,121,140 ® H11Z 18 1 6-16dx21h 6-16dx21.1 — 830 830 525 760 — 715 715 450 655 _ — 170 H14 18 Q 12-8dx% 13-8d — 13506 13506 515 265 — 1050 1050 480 245 — 125 12-8dx1Yz 15-8d — 13506 13506 5d5 1 26 1 1050 1 1050 480 245 — 1.Loads have been increased 33%and 60%for earthquake or wind loading 5.Hurricane Ties are shown installed on the outside of the wall for clarity.Installation on the with no further increase allowed;reduce where other loads govern. inside of the wall is acceptable(sae Instructto»s to the installer notes on page 14).For uplift 2.Allowable loads are for one anchor.A minimum rafter thickness of Continuous Load Path,connections in the same area(i.e.truss to plate connector and plate to 21h'must be used when framing anchors are Installed on each side stud connector)must be on same side of the wall. I:. of the joist and on the same side of the plate(exception:connectors 6.Southern Pine allowable uplift loads for H10A-1340 lbs.and for H14=1465 Ihs. Installed such that nails on opposite sides don't Interfere). 7.Refer to technical bulletin T-HTIEBEARING for Hi,HI0,H10S,H10-2,H11Z,H14 allowable 3.Allowable DF/SP uplift load for stud to bottom plate installation Is bearing enhancement loads(see page 187 for details). 400 Ibs.(H2.5);390 lbs.(H2.5A);360 lbs.I and 310 lbs.(1-18). 8.H10S can have the stud offset a maximum of 1"from rafter(center to center)for a For SPF/HF values multiply these values by 0.86. reduced uplift of 890 lbs.(DF/SP),and 765 lbs.(SPF). i 4.Allowable loads In the F,direction are not Intended to replace 9.H10S nails to plates are optional for uplift but required for lateral loads. f diaphragm boundary members or prevent cross grain bending of 10.NAILS:16dx21/2=0.162'dia,x 21h'long,10d=0.148"dia.x 3'long,10dx11h=0.148"dia.x 11h"long, the truss or rafter members.Additional shear transfer elements shall be 8d=0.131'dia.x 21/2"long,8dx11h=0.131"dia.x 11/2'long.See page 16-17 for other nail sizes considered where there may be effects of cross grain bending or tension. and information. • 1 j.j•'iJ .jE Sy�;7'a: .i.�ft. 4J'J� I }_ H©Installation H2.5 Installation H2.5A Installation H2.5T'Installation 1-11 Installation l�_�t. (H2 similar) (Nails into both top plates) (Nails into both top plates) (Nails into both top plates) '' Use a minimum F2 afi£ +?° I° 7 r �� f of two Bel nails ;7 •- s y [his side ol[fuss •'`�ti a#. © ,; H4 (Total lour 8d V, r Installation nails into H3 Installation (112.5 similar) (Nails into upper top plate) (see footnote 3) ,d.°° ti� • Q H2.5T Installation r•+ hYw 'j'y!a ,o (1- ¢ Y,�3�- 1,y:_ '3 Fr ,"�" , � � r��� •_ s4: tY4 � '"•• Two 8d nails `.F.+.� �• x t into plates. EIa 11Id •'° kyV7�". { -`" , u :, a nils into q 4y°°o ; }{flY tr ® sl��•K i h jr studs .+R t ' � �`' � ° • t Fit 7� HG Stud H4 Installation H5 Installation to Top Plate ® H6 Stud to Band ® H7Z installation Joist Installation 156 (Nails into upper top plate) (Nails into both top plates) Installation I Framin�Angles&Piates The larger LTP5 spans subtloor at the top of the blocking 4%' or rim joist.The embossments enhance performance and the min/max nailing option allows for design flexibility. o r r The LTP4 Lateral Tie Plate transfers shear forces for top 0 0 plate-to-rim Joist or blocking connections.Nail holes are i I I spaced to prevent wood splitting for single and double top 0 plate applications.May be installed over plywood sheathing. E? The A35 anchors exclusive bending slot allows Instant, e e B I z accurate field bends for all two-and three-way ties.Balanced e 0 completely reversible design permits the A35 to secure a A34 great variety of connections. Q) MATERIAL:LTP4/LTP5-20 gauge;all others-18 gauge 3. FINISH:Galvanized.Some products available in stainless steel or ZMAX®;see Corrosion Information,page 10-11. LTP4 A35 INSTALLATION:-Use all specified fasteners.See General Notes. LTP5 •A34—Use 8-8dx1 1/2"nails. I Q) •A35—Use 12-8dx1lh'nails. •A35—Use 9-8dx1'N nails for connection types Al,E,Ci. •A35—Bend one time only. •LTP4—Use 12-8dx11/2"nails. •LTP5—Use 12-8dxl 1/2'nails;G Max use 14-8dxl 1h"nails. CODES:See page 12 for Code Reference Key Chart. LTP4 . .... These products are available with additional corrosion protection.Additional products Joists to Plate Studs to Plate on this page may also be available with this option,check with Simpson for details. with A Leg Inside with B Leg Outside OF/SP SPF/HF Model Type of Direction . Allowable Loads Allowable Loads Code No. Connection of Load Root oof Floor Root Ref. (100) I 25) (ldilloo) (133/160) I( A34 1 Ft 345 365 365 295 315 315 F26 280 280 280 240 240 240 Al.E 260 320 335 225 275 2907 Cl 110 170 170 145 145 145 3,39, A2 .260 320 345 225 275 290 88.121. Joists to Beams Ceiling Joists to Beam A35 C2 260 315 315 225 270 270 140 D 150 150 150 130 130 130 Ft }A7 Ft 450- 450 450 450 450 450 rFA1 F26 .515 645 685 370 370 600 G 515 645 670 445 555 595 6,30, LTP4 H 515 645 670 445 555 595 97,121 52C �95 59 445 510 G 510 2 . LTP5 G Max 610 630 630 525 540 540 160 H 555 445 4 A34 475 A35 1.Allowable loads are for one anchor.When anchors are installed on each side of the joist, the Minimum joist thickness is 3. I F1 2.Roof loads are 125%of floor loads unless limited by other criteria. t2 ARM EMIR! A , 3.Some Illustrations show connections that could cause cross-grain tension or bending C7 M of the wood during loading It not reinforced sufficiently.In this case,mechanical V4 lu reinforcement should be considered. 4.LTP4 can be installed over 3/a'structural sheathing with 8dx1 1/2"nails and achieve 0.72 of the listed load,or over 1/2'and achieve 0.64 of the listed load.8d commons will achieve 100%load. 0 5.The LTP5 may be installed over structural sheathing up to 1/2 thick using 8dx1l/2 nails ❑ A35 40 A35 a C with no reduction in load. 9 6.Connectors are required on both sides to achieve F2 loads in both directions. 0 7.NAILS:8dxllh=0.131"dia.x 11W long.See page 16-17 for other nail sizes and Information. K LTP4 attaching IMF Top Plates to N, LTP4 Installed over Rim Joist R] LTP5 Installed over Plywood Sheathing 32 Chimney Framing Plywood Sheathing ...... . {. 1;0'Y.*"a'N74'SStC�MA>,Pfi[b'k'+tYfill«•9��R1. �YIX: 26i�X'IS�ll6 �%!P `a..R ' - ACCESS COVER' M%37' iY11Hilei CAPE COD BAY 6" OF FINISH 9" MINIMUM. INVERT EL E VA `T I ONS : DE I GN CR 17 ER l A GENERAa "'10 T S 3' MAXIMUM COVER _. .. �v 36.0 FIRST .,° ' ,•a INVERT AT BUILDING: 32.5 I)ES1G1J F'"tOhr': BE LET;.; INVERT IN SEPTIC TANK: 32.0 4 6EGROOMS'AT 1/0 G.P.D. PER 1. THIS PI.A9`d I FOR THE DESIGN AND CONSTRUCTION v MIN 2" OF PEA OF THE SErik.,' DISPOSAL SYSTEM AND PERMITTING -..' INVERT OUT SEPTIC TANK: 31.75 BEDR(OM EQUALS 440 G.P.D. _.. ,.___•. PURPOSES OAA,Y. �---__ 4 DIAM PIPE - �T M��: :.. --�. - 3/4" - l 1/2" DlA INVERT IN DIST. BOX: ls,l� 31.3iV0 G�;RB,a GE GRINDER m IL,� DOUBLE WASHED STONE INVERT OUT DI ST. BOX: 3 , 3I.7 pi 2 ' �° 2. VERTICAL CAt DATUM I S NGVD. FOR BENCH MARKS GAs �.., s 2?44,0 INVERT I N LEACH CHAMBER. 3/.0 Lo__�_. ' cF 32.0 BAFFLE 3/-47 .� i _„ SEPT l C TANK REQU I RED: SET. SEE S l TE PLAN. BOTTOM OF LEACH CHAMBER: 29.0 q '3 OUTLET -. 00 GA:_ LEACHING CHAMBERS 440 6,P.D. X 2009 - 880 GAL. \a LOCUS ;.,,, ^ _ AROUND. I .8' x 33.5'1 'x 2'd ADJUSTED GROUND WATER: N/A i° D_B�X �:. � STONI.. A/"OUN 2 w SEPTIC TANK PROVIDED: /500 GAL. MIN. 3. ALL CONSTRUCTION METHODS AND MATERIALS AND 7500 GAL ` OBSERVED GROUND WATER: N/A ' MA I NTt NAtiICE OF THE SEPTIC SYSTEM SHALL CRUSHED S TIC F:_;_' C,h �. SEPTIC TANK 6' CIiUS BOTTOM OF TEST HOLE *I: I2.0 " SO,'L ABSORPTION SYSTEI`f REQUIRED: CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL ' COMPACTED BA:;yE BOARD OF HEALTH REGULATIONS. DES I C N PERC RATE C 5 MI N/I NCH P R O F I L E : NOT TO ;>L,A L I:y SOIL TEXTURAL CLASS 1, EFFL UFNT LOADING RATE.' - 0, 74 GPD/SF 4. ALL 'EP T 1 C �d S TE�I COMPONENTS LOCATED UNDER :,r 440 f?PD' / 0.74.GPD/SF' S95 S.F. REQUIRED AREAS SUI1JErT TO VEHICULAR TRAFFIC OR GREATER 3' IN DEPTH SHALL BE CAPABLE OF WITH- THAN STANDING H-20 WHEEL LOADS. f�'"" ,,, , ® �•a,�.._._-•••-�• .: PR0 4`I DCD: 3-500 GAL LEACHING CHAMBERS W/4' ' STONE AROUND. A-614 S.F. \ 614 S.F. x 0.74 - 454 G.P. D. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR LOCUS MAP ,' APPROVED �"I�UAL. PROPOSED RELOCATEt WELL SOIL TES a P I T DA TA c9 6. SEPTIC TANK AND D-BOX SHALL BE REINFORCED \ - _ I ND I CA TES PRECAST COr$1C;1iETE AND WATERTIGHT. D-BOX SHALL EXISTING �- � PERCOLATION OBSERVED BE WATER TESilD TO CHECK FOR LEVEL WHEN THERE INDICATES �� " r a GROUNDW4 TER WELL TES. IS MORE THAN ONE OUTLET. i t TP */ 2 7. BEI-ORE CONST`r I�CTIriA/ CALL "DIG-SAFE', I ,388 D°,. , .AF� AND THE LOCAL WATER DEPT. - HORIZON + TEXTURE COLOR IfOR/ZON TEXTURE COLOR FOR 1.UCA"; OF UNDERGROUND UTILITIES. 0" 30.0 G` - 31.5 0' \ I LOAMY IOYR O/A SAND 3/3 6. SEPTIC SYSJh:�� INSTALLER SHALL NOTIFY THE /0" ............... 29.2 /6 ........ 30.0 DESIGN E;�wAlI�3eC'R TWO D�'�°r°S PRIOR TO CONSTRUCTION I SANDY IOYR LOAMY IOYR y FLD17 p A OF THE SY•aTE' TO ALLOW FOR S(,HEDULING OF THL ``tom L7 s� - LOAM 4/3 CONSTRUCTION INSPECTIONS. ti 2/ 8. 2:, .................... 29.5 SAND 3/4 ca. \ SILT LOAM 2.SY SILT 2.5Y p FIRM 5/3 D LOAM S/4 9. ALL UNSUITABLE MATERIAL (A & B HORIZONS, Cl) �\ 35• ....................................•.... 28.5 ENCOUNTERED BELOW THE INVERT OF THE°LEACHING /^ wr 1 L T LOAM 2,5Y FACILITY TO BE REMOVED FOR A DISTANCE OF 5 SO, 1 0, C I 1 FIRM 6/2 AROUND DOWN TO EL °6.O AND REPLACED WITH SAND t r � ' - ......................................... 1 6.0 1511. .... ....................... 1 7.5 l 68 ••• �" � IN ACCORDANCE W 1 TH T 1 TL E 5. • -COARSE 2.5Y C2 MED \ j I SAND W/GRAV 7/3 /0. NO DETERMINATION HAS BEEN MADE AS TO CB b�l a ` r 2 i ' � MED-COARSE 2.SY CE W F D/6 AND COBBLES SAND 6/4 COMPL l AN L TH DEED RESTRICTIONS OR ZONING , ^y l # '� .• ,, a ,• j >,«._,__.�:.._.._w._.,vw REGUL A T l 0NS. _ IT SHALL REMAIN THE CL/EN 1 S NO WATER NO WATER RESPONSIBILITY TO ORTAI;d ALL PERMITS, SPECIAL 216' P2.0 a?I'6" 13.5 r PERMITS. VARIANCES ETC. FOR THIS PROJECT. DATE. MARCH l 6. 2000 Y r.•/°/, �. 1 ,,.-.6 ;1 }'pp •� TEST BY: CAROL Y�J J. DO YL E. PE . //. IT SHALL RL:'h9A/N THt CLIENT'S RESPONSIBILITY I e 1 `� ✓ / 9 # .: `,•.'-. arryay H PROPOSED WITNESSED BY: DONNA MIORANDI I0 HAVE THE P POSED BUILDING FOUNDATION DES l GNED TO ACCOUNT FOR THE EXISTING GRADE PERC RATE: � .. ''.N/1 NCH- { DI y ANDS SOIL CF°ONOI 'IONS AT THE LOCATION OF THE _.._-_.._._,,:� � \ , � � �' � , ,� r r" .:,4; �. ,,..::.�_-�•r~•'� -i .,,...••._,.-_, : B°. -.. ASSUMED I N CL L�:ER e 1 y 0 I ✓ PROPOSED tad,lLL7IIbPr:,, a�\ ' „_..�,-•--' r \ 1 � ,.� � � � �4 �# ' 9 •-^: .``� �y h`` FCD/ r � �,�..-,.�. a. �..�. '"'.` .�•� _ , •l, I r .A } I I 1 1 1 i / if --". .+ »� r \ 4 �` ,,.., •.,, �,„, III r-" .�„„ •,.......,� I' � �y ,� ti,` „\ �, \ 1,9 � ` ..:,� ".. w•._,,, a,•''� �''G sJ i ., / ,.s^' t - 0, \'^. \`,. 0' `s. '\„ 9 .t 1,.."`°`'^.,- :.. ^! i, ; ✓,r° •2•' ••'� .,, k.°,.9' I W - 'r• �y. e ..,.,,.....>................,.... ,,, _.. �: , '+.. \ 4 \ r toy � i. :�� ""•..... ;�,,,..' / ,' y,,. ....^,.. l(�1 q LA S`"', 'l _ _ �.s' 'n ._-.....,1 �,.'^"' _.�• .� _ 0 \ ; o �� \ \ ° { 49, OO St, s _ no16- 'E rQO M I r . .. 17 / clf- A r D`BDx \ \ -:•:.:.:;.;::.. Foy \ - /2 '•e 4 I \ �," r Qom` �•�" ---.�.�.`} (, . s O� \ � \\ .,`'R \\ ,%r""'� ' FQ ; ,,✓� ter^•"� „/ I �p� '`..........''"'S ^a.-__✓� � , 1I500 6ALt6N� 'd� o / `ram A s TP\ c2;.( `• SEPfP14 @'TANK q f �L / J,4., \� 33 ,,\ •, �, 3-.5�'00 GALLON oy�\ SOIL R ;DVAL': r, y LEA�HI NG CHAMBERS TP+! W/4 STONE AROUND \\ SEC N�TESr ✓ �/ \ / ! / /y / / ' •3� p 3 I � ' •, it c,� L ' or- I 11 WELL - �/ \ \ / 1 OSEO ORI WA' \ \ ✓ .� t . v t i PROP OS / `1 # � /'' ,Lg yo t ��. � � �W ' t t S 7E PVA /�/ O � � 1 6 0 AO , 5 t \ � � � t � _{ �� 3 8 / ��,�•a /�,/!� Y rh/�<..., K ROAD . M,4 P / 3 6' . >'...,.,� /�� C°E"�_ O / / - O O 2 4_ R R P E ,4 R ELF, F'OR ; I EXISTING j� r D `L EGE VD, ' I' WELL;' i } O� t 111 nn ' ° . r.:.% . BOX 622 . E,AS T F=ALMOUT//' . /v1,4 !a2Jr36 1 •r, St j ,. - - o.- /�N CB CONCRETE BOUND -W WA 747R L I NE �. . C" HYDI. 1 NT ; GAS L, NE OH/W- OVER .Ht:AD WIRES E.-' AGLE SUIRVEYI N r I \ 'e, ®EXISTING . i WELL LIGHT r OS -`` ` 23 Rou t e 6A E ��,-, �-'- Y a r mc7 u t h c> r- t. g MA 02675 --E UNDERGROUND ELECTRIC LINE ,, ' � a �1 P -T UNDER Gr'0�')ND TELEPHONE L 1 NE � �s�� c C 3 E3 3 6 2-8 1 3 2 --C7`W- UNDERGROU`,ND CABLEVISION LINE ��� /lr C 5t: ) 4'32-5333 ��/ 46.,4 SPOT ELEVATION -40 EXISTING CONTOUR AFILD,(3 PROPOSED C�NTOUR /0 20 40 J0r' NO: 06-02- FIELD: TAW CALC: SAH � : CFW DRN:: ., SA .. R'IS@iii➢R_(�!!i'il � ;� Q::A. a�P,i1� �a P w I 9 • yaa ' 1•1E1R4 dtr �LlLA1Se71-! �ItiScoLL. � j /� o9kj C. MAKEFF-Ace Er ALS, Tee. N :54a_g0-Z15 '' ti.l�y.at'-Z�� ••To.00••� ' i't Z.03' Z .fo11u r. (,ARLTou 6 ALh t `APE l�oLv1NGS, Imc. � p . 2is2.52 2.Io Armen t _ A• 195.84' .a8,. G' 8 �•2 $ :• A•.i611 T 3 R+114 CAPS 16LVIN66. INC. 00 a�A�.J L. % ao•A��s, � s��o. 3z.55a S.F.# -t c A.98.g3' :[i0• R�IL*>0� �•z34.gq.• c.a.5 �ti• -yt ... ��� � �„Et,�J� P. a� I$ la .tea• N �.e�. a• �94.84 , •. g't.ai• ,yes 3ti,000 g.p.t j s'sp. fit . .;n 8.� N 41•-ss.�a .ts: 3 � �,1<1 � w a 15 8 pa, N . i b-w I'm I N j` -3O E CAPE POLDMI66p. INC. N 48p8g0 N (!j CLIAbR V11. 0Illh 22 - 7 mob• :ti ?' � �'23=tp V�� °9 ,c•s. 29,46d 5�f.t r; IV N H 24 � 3•jat�` N�'z9= ` , g in Z8.020�V. H N z05 ! 2� 28.000�i K p Q6, - 3 3l,400 6 K N u 43o-'SS:ZA'E �,ri - 27,125'if- r•� ti�3 Q r1 A.1472��g �l s s�• I y u y04 v r95 - ;,0 aO.QO• .• h 5 � a N 24,41)0s.F.•t w iti, n, ti z5.000 aF.t $ o 2 46 .z� 13 6 in 45 �N 55 � G - ►'n 5A111DV`dtCH TOWN \2.�gOg.r.t gi3ppgt'* �� f, ZiSoo' • '��.. LINE ; 3ae4 36.01 as a NAR STAB TOWN zs °s:" ea.z8. ••: 1ao is Isa'+ _�. `:'S ssf ��, - AAyV1�1 � - � e.p. _. . ,n , �26 • = t� C LINE SS>oa�?q. �9� v 4a 570 IS.it r 5A 6 •` 2'1.784 4 i t 4/, , 70.35• 42. � n _tz �. Q, !i QUA•'' e•Q A•`�� `A� NOT C— Th e, plan 15, In art, a compllatlon'of previous plans of 5andy � A - 7 -°' taw Gc P gA��AB�E deck Village by - Newell 5. 5now, dated May 20. 1959. and <co� - b 4q'000�F. Aug. 27, 1958, New lo45 being created ai thly Erne are Nos, 181hrU 24,'Ind, Z, 35. <g1-10 • � I Na raw wa,5 are being created. 'h y vat 34. Thi.o Plan (1ooti :tot roquiro tho t;"piu•oval at th 3oard 0f Survav IX 130MM OF SU11 13 0:1 13AH11t;TABLY1. PLAN OF 0 E C 29 1960 03ANDY NECK VILLAGE SURVEYED FOR GAPE HOLDINGS, INC , SITUATED IN THE TOWNS OF ! SANDWICH AND BARNSTABLE, MASS. I TOS'VIJ OF SANDWu;y PLANNING BOARD SCALE: I"= (00' FEB 15, 1°60 E ARPP.O`:AL UNDER THE SUBDIVISION �..__.,._.._, 4(��y,';' �.';�Y; WALr` R t ROWLEY a ASSOCIATES CONTROL LAW NOT P,EOUIREO ,y iZ''C.� .: i'. ;' ;,,.s." �ZN OF ! ;�, r i; WEST 1dlP.RE>iAM, MASS 3� s'4o r CLERK for VlALUR yGm DEC 3 0 19W RowLEY 1• e.'/�� e�.J� /��O .p�cj.lzl2�� ., �iia�� � E �,Cwri• �J � � � r R-115 ACCESS COVERS MUST BE WITHIN 9" MINIMUM. 6' OF FINISH (5RADE INVERT . ELEVATIONS : DES I GN CR I TER ! A : GENERAL NOTES : CAPE COD GAY FIRST TO 3' MAXIMUM COVER INVERT AT BUILDING: 32.5 DESIGN FLOW: 36.0 INVERT IN SEPTIC TANK: 32.0 FOR THE DESIGN AND CONSTRUCTION BE LEVEL MIN 2- OF PEASTONE 4 BEDROOMS A T I 10 G.P.D. PER THI S PLAN P3 INVERT OUT SEPTIC TANK: _31.75 VEDROOM EQUALS 440 G.P.D. OF THE SEWAiiE DISPOSAL SYSTEM AND PERMITTING 4- DIAM PIP,-- DIA. INVERT. IN DIST. BOX.- PURPOSES Oft Y. L F P:t 314" 1 112- .47 2. VER T I CA L DA TUM 18 NGVD, FOR allp 29.0 INVERT IN LEACH CHAMBER: J/.O BENCH MARKS NO GARBAGE GRINDER -75 2' GAS F 31. wxv�p�jj DOUBLE WASHED STONE. INVERT OUT DIST. BOX: 31.3 DAM 7 . I . SEPTIC TANK REQUIRED: SET. SEE S I TE PLAN. . I J-500 GAL LEACHING CHAMBERS BOTTOM OF LEACH CHAMBER: 29.0 /3 OUTLET 440 G.P.D. X 2009 - 860 GAL. W14 STONE AROUND. 12.8'r x 33.5'1 x 2'd ADJUSTED GROUND WATER: NIA Locus SEPTIC TANK PROVIDED: J500 GAL. MIN. J. ALL CONSTRUCTION METHODS AND MATERIALS AND 1500 GAL OBSERVED GROUND WATER: NIA MAINTENANCE OF THE SEPTIC SYSTEM SHALL SEPTIC TANK CRUSHED STONE OR BOTTOM OF TEST HOLE *1. 12.0 SO,'L ABSORPTION SYSTEU REQUIRED: CONFORM To MASS. D.E,P. TITLE 5 AND LOCAL COMPACTED BASE DESIGN PERC RATE ( 5 MINIINCH BOARD OF HEALTH REGULATIONS. SO 0 'L TEXTURAL CLASS I. d- PROF I L E : NOT 70 SC�LE EFFLUENT LOADING RATE - 0. 74 6PDISF 4. ALL SEPTIC SYSTEM COMPONENTS L i OCATED UNDER 4-10 GjbD 0.74 GPDISF - 595 S.F. REQUIRED AREAS SUBJECT To VEHICULAR TRAFFIC OR GREATER THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- .5 Pli.'1VIDED. 3-500 GAL LEACHING CHAMBERS STANDING H-20 WHEEL LOADS. W/4' STONE AROUND. A-614 S.F. 54 G.P. D. 5. 614 S.F. 0.74 4 ALL SEWER PIPE SHALL BE SCHEDULE 40 OR APPROVED FOUAL. L OCUS MAP � PROPOSED REL6cATErIVEL I L SOIL TES I I T DA TAs 6. SEPTIC TANK AND .D-BOX SHALL BE RFINFORCED PRECAST CONCRETE AND WATERTIGHT. D-BOX SHALL I ND I CA TES INDICATES L -37 PERCOLATION OBSERVED BE WA TER TC "ED TO CHECK FOR EXISTING TES F Z7 GROUNDWATER --IAN ONE OUTLET, LEVEL WHEN THERE I S MORE TI TP *I P-9703 TP #2 7. BEFORE CONSTRUCTION CALL 'DIG-SAFE'. TEXTURE COLOR HOR I ZON TEXTURE COLOR 1-686-DIO-SAFE AND THE, LOCAL WATER DEPT. HORIZON 0 30.0 0 31.5 FOR LOCAT,101V OF UNDERGROUND UTIL I TIES. LOAMY IOYR - 01A SAND 313 0 10"- ..................... ................. .. ............I............................. 3 1 0.0 8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION FLD17 SANDY IOYR , LOAMY 10 YR B A SAND 314 OF .THE SYS TE M TO ALLOW FOR SCHEDULING OF THE y I LOAM 413 21 .. .......................................... - 28.3, 24'� ............................. ............ - 29.5 CONSTRUCTION INSPECTIONS. C / SILTLOAM, 2.5Y S ILT 2.5Y B 9. ALL UNSUITABLE MATERIAL (A 8 HORIZONS. Cl) FIRM 513 LOAM ., 514 ............ .............. 28.5 ENCOUNTERED BELOW THE INVERT OF THE LEACHING C SILT LOAM 2.5Y FACIL I TY TO BE REMOVED FOR A DISTANCE OF 5' FIRM 612 AROUND DOWN TO EL 16.01 AND REPLACED WITH SAND 166' ........................................ - . ........ ..................... 17.5 IN ACCORDANCE WITH TITLE 5. 6 MED-COARSE 2.5Y 2 - C2 ca bV $AND WIGRA V 713 10. NO DETERM11VATION HAS BEEN MADE As TO RSE 2.5Y F V61 AND COBBLES C2 MED-COA SAND 614 COMPLIANCE WITH DEED RESTRICTIONS OR ZONING REGULATIONS. IT SHALL REMAIN THE CLIENTS NO WA TER No WA TER RESPONSIBILITY TO OBTAIN ALL PERMITS, SPECIAL 6 12.0 /3.5 21 PERMITS. VARIANCES F`Cl. FOR THIS PROJECT. DATE: MARCH116. 2000 TESTBY: CAtOLYN:,I. DOYLE. PE 11. IT SHALL REAMIN THE CLIENT'$ RESPONSIBILITY IN TO HAVE THE PROPOSED BUILDING FOUNDA TION WITNESSED BY, DOMIA MIORANDI DESIGNED TO ACCOUNTFOR THE EXISTING GRADE PERC RATE: ( 2 ClkDA ASSUMED IN�d LAMR AND SOIL CONDITIONS AT THE LOCATION OF THE If PROPOSED BUILDING. FL`D1 dip 171 A 20 V 20 ........ 'v V ,lz am. c r Af LU 7 tn 1.6 0 N'\\ 49, 0± F.\F, N 0 VIN FE f 17 's Tu -- ----- r-s X If jx, FL1112 D-'BOX eg UN 2 4 CB D� TO�NIN OF BARINSTABI-E 1500 GALLdN �s -'7A NK 1�q rpTw HISTO'RIC E8ERVATION 0.�0'0 7 3- 00 GALLON FLO11 SOIL70.1*AL I � BERS Ld�111016HAH SEE fiL Q.- TPp I W14 STONE ARC N . A` 0- ImOpbs i 46 3,� 4 L wEd A."\ r 0,\DR I 6 11 .4 /V ZD ROPOSE p - 7 PL_ A /V 0 F tt-,Aj AO 0 6 38 A NO C K R 0 A D MA ae5 PA R (:�,E V l4lign'S 7"' SA RIVS T A S 1. A..�l Ap 9 -OR P R jFPA, R�ED F MA R 7 A/ EXISTING < J9 ------- LE6END WELL �=A L MO LJ Tk-7� "A 0.2 EA 5 7 0 2�5,3 45 A 11 CB CONCRETE BOUND '0 _W� WATER. L I NE 20 ' "A R CH 3 2006 0. HYDRANT + ...... GAS LINE AOLE SURVEY I NG :p I N C OVER HEAD WIRES OHW_ 9,2 3 Route 6 A -75 EXISTING LIGHT POST Y a rrno u t h p c> r t , �MA 0:2 6. WEL L UND ELECTRIC LINE -E- UNDERGRO 5 0 a 3 6 2�--a 1 ,32- UNDERGROUND TELEPHONE LINE 4-, C TV- UNDERGROUND CABLEVISION LINE 5 0 8� ) 32 5-333 40.4 SPOT ELEVATION EXISTING .CONTOUR PROPOSED CONTOUR JOB, NO: Oe (ELD: TAW C: V H CHEC K: CF W I.DRN: SAH 10 20 40 CAL All, Ej