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HomeMy WebLinkAbout0250 BAXTERS NECK ROAD (2) i u � 5 .. a 4. ems.... ..... rt ..a./-�. �._.._..�. �.. �11► CO I a FILE BACK IN ATTIC BANKERS BOX- FILE ALPHABETICALY BY STREET PLEASE DO NOT FILE IN STREET FILE Q:forms/largep[ansbankersbox TOWN OF •BARNSTABLE . CERTIFICATE OF OCCUPANCY PARCEL ID 075 025 GEOBASE ID 3894 ADDRESS 250 BAXTERS NECK ROAD PHONE r, Marstons •Mi118- ZIP - LOT 11 BLOCK LOT SIZE _ DBA DEVELOPMENT k DISTRICT CO PERMIT 12107 DESCRIPTION 2 BEDRMS/BRKFST AREA/2BATHS/ADD TO LI.V.RM_ PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS:- and Environmental Services TOTAL FEES: �TNE BOND $.00 , CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY ; BARNSTABIE; MASS. OWNER BOTELLO, , PAUL REo ADDRESS PO BOX V . 1 • OSTERVILLE MA BUILDI.NGUIv S O BY DATE ISSUED 12/06/1995 EXPIRATION DATE �l�'' �/ins � a50 ?�x�ex �U��lc � M o7s (o� 5 /%%�S TOWN OF BARNSTABIE, MASSACHUSETTS - `BUILDING PERMIT 0 76 - oas e DATE Is PERMIT NO. APPLICANT ADDRESS (NO.) (STREET) (CONTR'S LICENSE) NUMBER OF PERMIT TO (_) STORY DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) ZONING AT (LOCATION) DISTRICT • (NO.) (STREET) BETWEEN AND (CROSS STREET) �.I (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: AREA OR PERMIT VOLUME ESTIMATED COST $ FEE $ (CUBIC/SOUARE FEET) OWNER BUILDING DEPT. ADDRESS BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY 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 THREE CALL -APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND i. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE. OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(READY TO LATH). FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE OCCUPANCY. ' POST THIS CARD SO IT IS VISIBLE. FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS ,__ I .I I J ap 2 2 2 2 Ax/ola_ g ( / HEATING INSPECTION APPRO ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT W!LL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIODUS STAGES OF WORK 15 NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION. I PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE ZZ'ZIE-1 9�� JOB. LOCATION C72, Number Street address Section ofs-town`::.:;:: "HOMEOWNER" a .77 o Name Home phone Work phone =:' PRESENT MAILING ADDRESS City town State Zip code The current exemption for "homeowners" was extended to include owner-occupied dwellings of six units or less and to allow such homeowners to engage an in- dividual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person(sj who owns a parcel of land on which he/she resides or intends to re- side# on which there is, or is intended to be, a one to six family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner". shall submit to the Building Official on a form aceaptable to the Building Official, that he/she shall be responsible for all such work performed under the building ermit. (Section 109.1.1) The undersigned "homeowner" assumes responsibility for compliance with the Stat Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35, 000 cubic feet, or larger, will be required to comply with State Building Code Section 127. 0, Construction Control. i HOME OPINER' S EXEMPTION The code state that: "Any Home Owner performing work for which a building permit is required shall be exempt from the provisions of this section (Section 109. 1. 1 - Licensing of Construction Supervisors) ; provided that,.if Home Owner engages a person(s) for hire to do such work, that such Home Owner shall act as supervisor. " Many Home Owners who use this exemption are unaware that they\are">assuming the responsibilities of a supervisor (see Appendix Q, Rules and Regulations for :licensing Construction'.Supervisors, .Section` 2. 15) ' This. aack 'of. awareries often results in serious problems, Iparticularly when the'. he Home Owner hires . unlicensed persons. In this case our Board cannot proceed against..the-:-:-.'*: . . inlicensed person as it would with licensed Supervisor. The. .Home"64ner'actin as supervisor.is ultimately responsible. To ensure that the Home Owner is fully aware of his/her. re.sponsibilities,. man communities require, as part of the permit application, that the Home -Owner certify that he/she understands the responsibilities of a supervisor.-- On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. I r4- :' The ToWT1 Of I3� rrl�t���1c I i .. . 1=n� irrrttnrnt:ll - �~EDMt,�a�y liU11illio DivIS1011 367 Main Sued,H32nnis MA 02601 Office: 508 790-b227 Ralph Crossea Fax 508?75 3344 Building Commissioner For office use only Permit no. Date AFFIDAVIT HOME I14IPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c.142A requires that the-reconstruction,alterations,ren(n2tion,repak modernization,'conversion., improvement, removal, demolition, or construction of an addition to arty pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other. requirements- Tape of Rork El!o L, Est.Cost Address of Work: �ZSb b�4 �C,^ Z4 To u s Owner Name_ / Ll �o Date of Permit Application_ I hereby certifv that: Registration is not required for the following rrason(s): Work excluded b\•law Job under S1,000 Building not oR:zer-occupied 1!�,f Owner pulling own permit Notice is hereby givcn that: OWNERS PULLING THEIR O\�W PER!.-,rT OR DEALR G V,7TH UNREGISTERED COTN'IRACTORS FOR APPLICABLE HOME TNIPROVE.`•ENT \VOR.t: DO NOT HAVE ACCESS TO ' THE ARBITRATION PROGRAM OP,GUARAX FLT.ND UNDER NiGL c. 142A SIGNED UNDER PENALTIES OF PER rURY I hcrcbr 2pp1\-for 2 permit 2S the 22cm cf L:c c\k;cr- Date Conuacor name Registration No. OR Date Owner's name THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA i COMMONWEALTH DEPARTMENT OF PUBLIC SAFETY OF ONE ASHBORTON PLACE FaellarroP„Sr,:,C,,r em=atrcne MASSACHUSETTS BOSTON,MA 02108 ( EXPIRATION DATE I-• 4=.n'!r "CAUTION EFFECTIVE DATE LIC-NO. FOR PROTECTION-AGAINST RESTRICTIONS THEFT, PUT RIGHT THUMB PRINT IN APPROPRIATE ! <�'- -����►� ofir�• ! 5 6ai2l3 C BOX ON LICENSE. 0 L r C r'r-t' R' hi_; EL.t_r. B ING OP iATO m M(FIINCLU( PH PHOTO(BLASTING OPR ONLY) FEE: ( !) *I (: r-t} (' NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY ' HEIGHT: STAMPED-OR-SIGNATURE OF THE COMMISSIONER I DOB: , Lave p i THIS DOCUMENT MUST BE CARRIED ON THE PERSON OF -� SIGNATURE OF LICENSEE SIGNNPIP I Ig ` THE HOLDER WHEN EN- I OTHERS-RIGHT THUMB PRINT GAGED INTHIS OCCUPATION. ER X ; • _. 1/02/94 17:02 $6177277122 DEFT IND ACCID 001 Vq (f0tnn r�cuea& o/ MadJaclitu-4etb o�aparfrzenf o�.�'•n�u�trial�cciden� yy�� 600 �i(/oLyto...Shwet James J.Campbell 606tort, MaMac4ajatti 02 f f f Commissioner Workers' Compensation Insurance Affidavit 2sy 0, K --ce cK 1��1' (1lansec/Qernttt�) with a principal place of business at: (QtyistaWziv) do hereby certify under the pains and penalties of perjury, that: �a4+a r () I am an employe ovtd'mg workers' compensation coverage for my employees working on this job. &,,C Z GO6 Insurance Company Policy Number () I am a sole proprietor and have no one working for me in any capacity. () 1 am a sole proprietor, general contractor or homeowner (circle one) and have hired the contractors listed below who have the following workers' compensation policies:, Contractor Insurance Company/Policy Number Contractor Insurance Company/Policy Number Contractor Insurance Company/Policy Number {) I am a homeowner performing all the work myself. 1 understand that a copy of this statement will be forwarded to the Office of Investigations of the D1A for coverage verification and that failure to secure coverage as required under Section 25A of MGL 152 can lead to the Imposition of criminal penalties consistine of a fine of up to S 1,500.00 and/or one years' imprisonment as well as civil penaltiesin the form of a STOP WORK ORDER and a fine of S 100.00 a day against me. Signed this ��L %/ -� day of 19 Licensee/Permittee Building Department Licensing Board Selectmens Office Health Department TO VERIFY COVERAGE INFO MAT1ON CALL: WIZ-727-49 0 X403, 404, 405, 409, 375 . � 3 7Q J6- �1:ITT CERTIFICATE OF INSURANCE ISSUE DATE(MM/DD/YY) PRODUCER ' THIS CERTIFICATE,IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS,UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND, Fredericks Ins . Agency , Inc. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW_ 1046 Main Street 0 s ter v i 1 1 e , MA. 02655 I COMPANIES AFFORDING COVERAGE •COMPANY LETTER A Eastern Casualty Ins .. Co COMPANY B ' INSURED LETTER Botel to Lumber Co, Ih,c . LE TERNY`. Paul Botello.. Bu.ilders , ,. Inc. �-�- --, BOX V, COMPANY D LETTER Osterv•i`lle, MA . 026,55E COMPANY E LETTER COVERAGES THIS IS TO CERTIFY THAT 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; LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO POLICY EFFECTIVE POLICY EXPIRATION TYPE OF INSURANCE POLICY,NUMBER ALL LIMITS IN THOUSANDS LTR - DATE(MM/DD/YY) .DATE(MM/DD/YY) ' I GENERAL LIABILITY ) GENERAL AGGREGATE ($ c COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OPS AGGREGATE$ I.CLAIMS MADE OCCUR. PERSONAL&ADVERTISING INJURY $ OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE $ FIRE DAMAGE(Any one fire) $ MEDICAL EXPENSE(Any one person) $ w - AUTOMOBILE LIABILITY COMBINED A SINGLE $ ANY AUTO LIMIT ALL OWNED AUTOS BODILY SCHEDULED AUTOS INJURY $ (Per person) HIRED AUTOS' BODILY INJURY $ NON-OWNED AUTOS (Per accident) GARAGE LIABILITY PROPERTY DAMAGE $ EXCESS LIABILITY EACH AGGREGATE EOCCURRENCE OTHER THAN UMBRELLA FORM WORKER'S`COMPENSATION [1 " STATUTORY A AND W C 9 2 .6 4 3 O O 6 $ _5_0_0 (EACH ACCIDENT) EMPLOYERS'LIABILITY - r $ 5.O.0 (DISEASE—POLICY LIMIT) $ 5.0.0 (DISEASE—EACH EMPLOYEE OTHER DESCRIPTION'OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS 'Dwel'iing and `Iight' commercial carpentry _ CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE B U i 1•d l n g Dept. - EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO Town Hall MAIL_L0_DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE ti-y-a=n,n-1$ , MA • LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. • AUTHORIZED REPRESENTATIV ACORD 25-S (11/89) C ACORD CORPORATION 1989 r �a l Asa Assessor's Office(lst floor) Man 0�5 Lot b Permit# ConscrvadGnOffice f4thfloor P1ov� Date Issued 1 l 9 Board of Health Ord floor) f`•�' Engineering Dent.Ord floor) House# °A S'r IBE Planning Dept. (1st floodSchool Admin. ldg.): REP110 L'ANCE Definitive Plan Approved by Planning Board 19 IN (Applications processed 8:30-9:30 a.m.& 1:00-2.00 p.m.) E AM TOWN OF BARNSTABLE' Building Permit Application � r Protect Street Address 2S zc Village r ,` S l Fire District lJ (hyper /-'cr y l" �n7c ( /v Address 2 S?7 � T�- Ak G Telephone ,� Permit ReQuest 1 �� �c-i ►, are 7• Qrr.. s v tv V�ct�' 1�i-ek 1 Zoning District i Flood Plain Water Protection Lot Size ..g C- Grandfathered Zoning Board of ApMls Authorization Recorded Current Use S'�� W/r �CQ,,e�„� Proposed Use q,',fe1r Construction Tyne (.✓c,af� �,o �, • Eaistine Information Dwelling Type: Single Family y Two family Multi-family Age of structure /S— i/r s Basement bN t A,` A'6r cr.X Historic House Finished Old King's Highway Unfinished Number of Baths % No of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel z k e Central Air Fireplaces Garage: Detached zf 36 X Z°/` Other Detached Structures: Pool Attached Bam None Sheds Other Builder Information Name Telephone number Address License# Home Improvement Contractor# Worker's Compensation # NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN (AS BUILT) SHOWING EXISTING, AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TO n �I Sf'Proiect Cost III Fee -S—O,� SIGNATURE_ l ��%'( DATE /4Z �a1 BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) Lw BPERM T sow FOR OFFICE USE ONLY ADD_ .z._ 250 Baxter Neck Road ��GE Marstons Mills RESS � OWNE Paul R. Botello DATE OF INSPECTION: FOUNDATION FRAME �'���1`� - = ✓ INSULATION a FIREPLACE � ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING: DATE CLOSED OUT, ASSOCIATE PLAN NO w rq i t.:1 Double 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP* Roof Beam1RBO1 BC CALL®9.3 Design Report-US 2 spans No cantilevers 4/12 slope Tuesday, November 21, 2006 22:06 Build �Q File Name: BC CALC Project Job Name: Cafferky o " Description: RB01 Address: Specifier. City, State,Zip: Marstons Mills, Ma Designer: Customer: Company: beam#3 Va Code reports: ESR-1040 Misc: roof beams around chimney 1__14 12 } ,,,'Y.r 1 18.00-00 AL BO B1 B2 DL MHJ09 lbs LL 18 lbs DL 1933 lbs DL 241 lbs SL 2120 lbs SL 259 lbs Total of Horizontal Design Spans=19-00-00 Load Summary Live Dead Snow Wired Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 19-00-00 15 25 01-04-00 2 roof header Cone. PL (lbs) Left 09-00-00 09-00-00 68 113 Na 3 Cone. Pt. (lbs) Left 10-06-00 10-06-00 50 30 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 2081 ft-lbs 13.6% 115% 2 2-Internal Completeness and accuracy of input must Neg. Moment -3309 ft-lbs 21.7% 115% 2 1 -Right be verified by anyone who would rely on End Shear -0333 Ibs 47.1% 115% 2 1 -Left output as evidence of suitability for particular Cont Shear 3281 Ibs 46.4% 115% 2 1 -Right application.Output here based on building Uplift 3277 Ibs Na 2 1 -Left code-accepted design properties and P analysis methods.Installation of BOISE Total Load Defl. U1025(0.222') 17.6% 2 2 engineered wood products must be in Live Load Defl. U1875(0.121") 12.8% 2 2 accordance with current Installation Guide Max Defl. 0=1 22.2% 2 2 and applicable building codes.To obtain Span/Depth 23.4 Na 2 Installation Guide or ask questions,please call(800)232-0788 before installation. Slope and Cut Length Slope Facia Depth Horiz.Length Product Length BC CALCO,BC FRAMER®,AJS-, Plumb Cut with Hanger to dbl.top plate4/12 191 19-00-00 20-03-07 ALUOISTO,BC RIM BOARD-,BCI®, BOISE GLULAMTM,SIMPLE FRAMING Cautions SYSTEMS,VERSA-LAM®,VERSA-RIM Uplift of 3277 lbs found at span 1 -Left. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products,L.L.C. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/7'. Minimum bearing length for B1 is 3'. Minimum bearing length for B2 is 1-11Z'. Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min. end bearing+ 1/2 intermediate bearing *Cut from: 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP Page 1 of 2 L Double 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP* Roof Beam\R1301 BC CALL®9.3 Design Report-US 2 spans No cantilevers 4/12 slope Tuesday, November 21,2006 22:06 Build 057 File Name: BC CALC Project Job Name: Cafferky Description: RB01 Address: Specifier: City, State, Zip: Marstons Mills, Ma Designer: Customer. Company: beam#3&3a Code reports: ESR-1040 Misc: roof beams around chimney Connection Diagram Disclosure r►1 b d Completeness and accuracy of input must L� be verified by anyone who would rely on a output as evidence of suitability for particular —• �• • application.Output here based on building code-accepted design properties and c analysis methods.Installation of BOISE engineered wood products must be in • • accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please a minimum=2" c=5-1/2" call(800)232-0788 before installation. b minimum=3" d= 12" BC CALC®,BC FRAMER®,AJST"", Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads,please ALLJOISTO,BC RIM BOARDTOA,BCI®, consult a technical representative or professional of Record. BOISE GLULAMT-,SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS®,VERSA-RIM@, Connectors are:16d Common Nails VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products,L.L.C. Page 2 of 2 Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F1308 BC CALL®9.3 Design Report-US 1 span No cantilevers 1 0/12 slope Tuesday, November 21,2006 22:00 Build 057 File Name: BC CALC Project Job Name: Cafferky Description: FBO8 Address: Specifier: City State, Zip: Marstons Mills, Ma Designer: Customer. Company: beam#12 Code reports: ESR-1040 Misc: 2nd floor beam at stairs TY r wi 44 144Z-W BO B1 LL 2610 Ibs LL 3270 Ibs DL 1114 Ibs DL 1631 Ibs Total of Horizontal Design Spans=14-00-W Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 116% 133% 126% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 14-00-00 40 15 09-00-00 2 bm 14 Conc. Pt. (lbs) Left 12-06-00 12-06-00 840 658 n/a Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 13620 ft-lbs 65.1% 100% 1 1 -Internal Completeness and accuracy of input must End Shear -4461 Ibs 47.1% 100% 1 1 -Right be verified by anyone who would rely on Total Load Defl. U259(0.649') 92.7% 1 1 output as evidence of suitability for particular Live Load Defl. U373(0.45') 96.4% 1 1 application.Output here based on building Max Defl. 0.649' 64.9% 1 1 code-accepted design properties and analysis methods.Installation of BOISE Span/Depth 17.7 n/a 1 engineered wood products must be in accordance with current Installation Guide Notes and applicable building codes.To obtain Design meets Code minimum(U240)Total load deflection criteria. Installation Guide or ask questions,please Design meets Code minimum(L/360)Live load deflection criteria. call(800)232-0788 before installation. Design meets arbitrary(1")Maximum load deflection criteria. BC CALCO,BC FRAMER®,AJS-, Minimum.bearing length for BO is 1-1/2". ALUOISTO,BC RIM BOARD-,BCI®, Minimum bearing length for B1 is 1-1/2". BOISE GLULAM- SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing + SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS@,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products,L.L.C. Connection Diagram r�l b d a o 0 c e 0 0 0 a minimum=2" c=5-1/2" b minimum=3" d= 12' e minimum=3" Connection design assumes point toad is'top4oaded'. For connection design of'side-baded'point loads,please consult a technical representative or professional of Record. Member has no side loads. Concentrated bads are not considered in side bad analysis. Connectors are:16d Common Nails Page 1 of 1 i Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam%FB09 BC CALC®9.3 Design Report-US 1 span No cantilevers 1 0/12 slope Tuesday, November 21, 2006 21:56 Build 057 i File Name: BC CALC Project Job Name: Cafferky Description: FB09 Address: Specifier: City State, Zip: Marstons Mills, Ma Designer: Customer. Company: beam#14 Code reports: ESR-1040 Misc: 2nd floor beam at stairs i1 �..'L+ DC� r> 1L{•� 4r���n -,� r i,,� 1J.,s..,*-"*' t e`Ap:-a �6 t i` �L S,k � -• }� ��y.� k � -. �i F l3 ,+.:r 1' � N y�::;:'i7..,a�TF:' Fc..e•Slt4,- +' �_sv,. _ �. £.�:.t. cs_ -a:s•�su ro.-vk...Jk�;a.. :.r6 ..:"S. ...t :;2 °t,. 15-00-00 BO 61 LL 840 Ibs LL 560 Ibs DL 658 Ibs DL 709 Ibs Total of Horizontal Design Spans=1540-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 116% 133% 126% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 15-00-00 40 15 01-04-00 2 stair header Conc. Pt. (lbs) Left 04-00-00 04-MOO 600 267 n/a 3 wall Unf. Lin. (plf) Left 04-00-00 15-00-00 60 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 5646 ft-lbs 40.5% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 1426 Ibs 22.6% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U395(0.456") 60.8% 1 1 output as evidence of suitability for particular Live Load Defl. L/791 (0.228") 45.5% 1 1 application.Output here based on building Max Defl. 0.456' 45.6% 1 1 code accepted design properties and Span/Depth 18.9 n/a 1 analysis methods.Installation of BOISE pa p engineered wood products must be in accordance with current Installation Guide Notes and applicable building codes.To obtain Design meets Code minimum L/240 Total load deflection criteria. Installation Guide or ask questions,please 9 ( ) Design meets Code minimum(L/360)Live load deflection criteria. call(800)232-0788 before installation. Design meets arbitrary(T)Maximum load deflection criteria. BC CALCO,BC FRAMER®,AJS-, Minimum bearing length for BO is 1-1 p2". ALLJOISTO,BC RIM BOARD-,BCI@, Minimum bearing length for B1 is 1-1/2'. BOISE GLULAMT" SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span + 112 min. end bearing+ SYSTEM @,VERSA-LAM@,VERSA-RIM 1/2 intermediate bearing PLUSO,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products,L.L.C. Connection Diagram ram{b r—d I a c a minimum=2" c=5-1/Z' b minimum=3" d=1Z' Connection design assumes point load is top-loaded'. For connection design of'side-loaded'point loads,please consult a technical representative or professional of Record. Member has no side loads. 'Concentrated loads are not considered in side Iced analysis. Connectors are:16d Common Nails Page 1 of 1 L Triple 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam\F1306 BC CALC®9.3 Design Report-US 1 span No cantilevers 0/12 slope Tuesday, November 21, 2006 21:47 Build 057 File Name: BC CALC Project Job Name: Cafferky Description: FBO6 Address: Specifier. City, State, Zip: Marstons Mills, Ma Designer: Customer. Company: beam#10&beam#11 Code reports: ESR-1040 Misc: 2nd floor edge beam la ! ! uy - F - a,- i t •x _,'} r s T ; s t 4' x' ,> i r 5 s •; t f . � 't :t;K.a= 3 K 05­00-00 BO 61 LL 3120 Ibs LL 3120 Ibs DL 1283 Ibs DL 1283 Ibs Total of Horizontal Design Spans=084XO-00 Load Summary Live Dead Snow Wind' Roof Live Tag Description Load Type Ref. Start End 100,10 80% 116% 133% 126% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 08-00-00 40 15 07-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 08-00-00 80 . n/a 3 roof Unf. Area(psf) Left 00-00-00 08-00-00 40 10 12-06-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 8806 ft-lbs 70.1% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 3658 Ibs 50.6% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. L/316(0.304") 76.1% 1 1 output as evidence of suitability for particular Live Load Defl. U445(0.216') 80.8% 1 1 application.Output here based on building Max Defl. 0.304" 30.4% 1 1 code-accepted design properties and analysis methods.Installation of BOISE Span/Depth 13.2 n/a 1 engineered wood products must be in accordance with current Installation Guide Notes and applicable building codes.To obtain Design meets Code minimum(L/240)Total load deflection criteria. Installation Guide or ask questions,please Design meets Code minimum(U360)Live load deflection criteria. call(800)232-0788 before installation. Design meets arbitrary(T)Maximum load deflection criteria. BC CALC@,BC FRAMER®,AJSTM, Minimum bearing length for BO is 1-1rZ'. ALLJOIST@,BC RIM BOARD— BCI@, Minimum bearing length for B1 is 1-1/2'. BOISE GLULAM"' SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ SYSTEM@,VERSA-LAMB,VERSA-RIM 1/2 intermediate beating PLUS@,VERSA-RIMS, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products,L.L.C. Connection Diagram r�l b f d a 0 0 c e 0 0 0 a minimum=2" c=3-1/4" b minimum=3" d= 12" e minimum=3" Member has no side toads. Connectors are:16d Common Nails Page 1 of 1 Quadruple 1-3/4" x 18" VERSA-LAM®2.0 3100 SP Floor Beam1F605 BC CALC®9.3 Design Report-US 1 span J No cantilevers J 0/12 slope Tuesday, November 21, 2006 21:44 Build 057 File Name: BC CALC Project Job Name: Cafferky Description: FBO5 Address: Specifier. City, State, Zip: Marstons Mills, Ma Designer. Customer. Company: beam#17 Code reports: ESR-1040 Misc: 2nd floor edge beam I ! I I I I I I I I ! I 3 ! 121 I i i l ! i l I ' l i ! I I I { I I I l i I I i l i l l l l l ':. � 1 4. 4; 1 r �t * ��71'+.:i � 'ri;, � _rj� "-n y� q , •i?.. sY,�., eS ^ �:��k �J. G� YQ�j�'f�t 3. er�������r "ln� �c r.:3"'F "r.F'T„�Z+,.Rri-.Y� ><� 24-07-00 BO B1 LL 3749 Ibs LL 3749 Ibs DL 4246 Ibs DL 4246 Ibs Total of Horizontal Design Spans=24-07-00 Load Summary Uve Dead snow Wind Roof Live Tag Description Load Type Ref. start End 100% 90% 115% 133% 126% Trib. 1 deck Unf. Area(psf) Left 00-00-00 24-07-00 60 20 04-00-00 2 floor Unf. Area(psf) Left 00-00-00 24-07-00 40 15 01-00-00 3 wall Unf. Lin. (plf) Left 00-00-00 24-07-00 25 215 n/a Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 49136 ft4bs 52.6% 100% 1 1 -Intemal Completeness and accuracy of input must End Shear 6972 Ibs 29.1% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U376(0.786') 63.9% 1 1 output as evidence of suitability for particular Live Load Defl. U801 (0.368") 45.0% 1 1 application.Output here based on building Max Defl. 0.786' 78.6% 1 1 code-accepted design properties and analysis methods.Installation of BOISE Span/Depth 16.4 n/a 1 engineered wood products must be in accordance with current Installation Guide Notes and applicable building codes.To obtain Design meets Code minimum(L/240)Total load deflection criteria. Installation Guide or ask questions,please Design meets Code minimum(U360)Live load deflection criteria. call(800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. BC CALCO,BC FRAMER®,AJSTM, Minimum bearing length for BO is 1-11Z'. ALLJOIST&,BC RIM BOARD-,BCI&, Minimum bearing length for B1 is 1-10. BOISE GLULAMTM SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ SYSTEMO,VERSA-LAM&,VERSA-RIM 1/2 intermediate bearing PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products,L.L.C. Connection Diagram I �{ b - —d a c e a minimum= 1-1/2 c= 15" b minimum=4" d=24" e minimum= 1" Connectors are:SDS 1/4 x 6 Page 1 of 1 L Triple 1-3/4" x 7-1/4" VERSA-LAM®2.0 3100 SP Floor Beam\F1304 BC CALC®9.3 Design Report-US 2 spans No cantilevers 0/12 slope Tuesday, November 21, 2006 21:40 Build 057 File Name: BC CALC Project Job Name: Cafferky Description: FBO4 Address: Specifier. City, State, Zip: Marstons Mills, Ma Designer: Customer. Company: beam#20 Code reports: ESR-1040 Misc: 2nd floor header ! ! 2 i ! ! I I ! ! I I ! I ! I ! ! ! ! ! i 11111 bt r 2i�.:, -.,r.sn.Y q.�•�tr -...a, ' t F :f' ..' r x'r x.YX, i-.a�.n 'rNs .F. P',.. Ha,:, T M?'�p'i� .,'. -4Yti•.0 '.p is m r-� '4f c r 'y - T P`..•` zC# ,,;,C S s S s r', _m i -� k „`. `C4.,y,'r �_'C' • ♦.�£4 >� :;k x 4h r�� .ma's ,r�..iS'>fw'„ '. •; ''s. Fk� > x..:a yn.�'^�� i :'h:r i .,t ,.:.� .�.::XFry ..,al - !^ 07-00-00 08-00-00> B0 B1 B2 LL 2473 Ibs LL 7527 Ibs LL 2773 Ibs DL 920 Ibs DL 34881bs DL 1153 Ibs _ Total of Horizontal Design Spans=1540-00 Load Summary Uive Dead Snow Wirkd Roof Live Tag Description Load Type Ref. Start End 100% 80% 116% 133% 126% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 15-00-00 40 15 20-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 15-00-00 60 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 6583 ft-lbs 52.4% 100% 16 2-Internal Completeness and accuracy of input must Neg. Moment -8341 ft-lbs 66.4% 100% 1 1 -Right be verified by anyone who would rely on End Shear -3133 Ibs 43.3% 100% 16 2-Right output as evidence of suitability for particular Cont Shear 4847 Ibs 67.0% 100% 1 2-Left application.Output here based on building Total Load Defl. U481 0.2' 49.9% 16 2 code-accepted edw design properties and ( ) analysis methods.Installation of BOISE Live Load Defl. U637(0.151") 56.6% 16 2 engineered wood products must be in Total Neg. Defl. -0.043" 8.6% 16 1 accordance with current Installation Guide Max Defl. 0.7' 20.0% 16 2 and applicable building codes.To obtain Span/Depth 13.2 n/a 2 Installation Guide or ask questions,please call(800)232-0788 before installation. Notes BC CALCO,BC FRAMER®,AJSTM, Design meets Code minimum(U240)Total toad deflection criteria. ALLJOISTO,BC RIM BOARD-,BCIO, Design meets Code minimum(U360)Live load deflection criteria. BOISE GLULAMTM SIMPLE FRAMING Design meets arbitrary(1") Maximum load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Minimum bearing length for BO is 1-12". PLUS®,VERSA-RIM®, VERSA-STRANDO,VERSA-STUD®are Minimum bearing length for 81 is 3 trademarks of Boise Wood Products,L.L.C. Minimum bearing length for B2 is 1-1/2'. Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ 12.intermediate bearing Connection Diagram b d a . c e J 0 a minimum =2' c= 1-5/8" b minimum=3" d= 12' e minimum=3" Connectors are:16d Common Nails Page 1 of 1 e Quadruple 1-3/4" x 11-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam1FB03 BC CALC®9.3 Design Report-US 1 span No cantilevers 1 0/12 slope Tuesday, November 21, 2006 21:38 Build 057 File Name: BC CALC Project Job Name: Cafferky Description: FB03 Address: Specifier. City, State, Zip: Marstons Mills, Ma Designer. Customer: Company: beam#19 Code reports: ESR-1040 Misc: 2nd floor header i l l i l '+ ';5 7, '1e; , rw' .,�t i„'" i '�'ir' "•ty. v rk-t,c nee.[ rc.ti e4 , r Y�r� + ,+,.;a 'w.p. s ''y., ,s..r, 'f5 r �j •"�'. tr 4i rD -, �4 r yy. r e+a'. 'r Lf ;� w 7 wr a} . ? 1 > ��.�,3.n...a;��'. •'h."`"}".F.: �.,ai. �_. '4 } .M..r�,���`W,'a�. .fn_.,Pt,y4. `v".4;'vf7. 4. .n�_ .l nt �` •:� ., -.?' .i� .:1'- v+.i ..r. ..hf.. x-• <`�,���t �:''iY� .;x'.. 13-03-00 Ao B0 B1 LL 5300 Ibs LL 5300 Ibs DL 2532 lbs DL 2532 Ibs Total of Horizontal Design Spans=13-03-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 1006A 90% 116% 133% 126% Trib. 1 2nd floor Unf. Area(psf) Left 00-00-00 13-03-00 40 15 20-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 13-03-00 60 n/a Controls Summary Vatue %Allowable Duration Load Case Span Location Disclosure Pos. Moment 25943 ft-lbs 67.5% 100% 1 1.-Internal Completeness and accuracy of input must End Shear 6637 Ibs 44.4% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U322(0.494") 74.5% 1 1 output as evidence of suitability for particular Live Load Defl. U476(0.334") 75.60/6 1 1 application.Output here based on building Max Defl. 0.494" 49.4% 1 1 code-accepted design properties and analysis methods.Installation of BOISE Span/Depth 14.1 n1a 1 engineered wood products must be in accordance with current Installation Guide Notes and applicable building codes.To obtain Design meets Code minimum(L/240)Total load deflection criteria. Installation Guide or ask questions,please Design meets Code minimum(1-1360)Live load deflection criteria. call(800)232-0786 before installation. Design meets arbitrary(1") Maximum load deflection criteria. BC CALCO,BC FRAMER®,AJSTM, Minimum bearing length for BO is 1-1/2". ALUOISTO,BC RIM BOARD-,BCI&, Minimum bearing length for B1 is 1-1/2". BOISE GLULAMTM SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min. end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUD®are trademarks of Boise Wood Products,L.L.C. Connection Diagram �{ b —d — a c e a minimum= 1-1/2"c=8-1/4" b minimum=4" d=24" e minimum= 1" Connectors are:SIDS 1/4 x 6 Page 1 of 1 L_ Be EL Quadruple 1-3/4" x 11-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam1FB02 BC CALC®9.3 Design Report-US 2 spans I No cantilevers 1 0/12 slope Tuesday, November 21, 2006 21:35 Build 057 File Name: BC CALC Project Job Name: Cafferky Description: FB02 Address: Specifier. City, State, Zip: Marstons Mills, Ma Designer. Customer. Company: beam#21 Code reports: ESR-1040 Misc: 2nd floor header <,..a +s..: :, x �N. y Y''w.,.. � .' .i %as- •.,�yic;,`�L1;,.�w.?..st4i,��r' a'� F> tm{.R4:.'h aLc t �i ? '}.. �'�..�..*c, �.W_.. ♦. or:c f,`�7'^� ....n::. ar,. 3 20�-00. 08-06-00 BO 61 B2 LL 3M Ibs LL 11446 Ibs LL 527 Ibs DL 1596 Ibs DL 4760 Ibs DL 0 Ibs Total of Horizontal Design Spans=29-00.00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 116% 133% 125% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 29-00-00 40 15 08-00-00 2 Trapezoidal (plf) Left 00-00-00 40 15 n/a 20-06-00 360 135 Na 3 stairs Unf. Area (psf) Left 20-06-00 24-06-00 40 15 06-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 25216 ft-lbs 65.6% 100% 14 1 -Internal Completeness and accuracy of input must Neg. Moment -29594 ft-lbs 77.0% 100% 1 1 -Right be verified by anyone who would rely on End Shear 4884 lbs 32.6% 100% 14 1 -Left output as evidence of suitability for particular Cont Shear 8727 Ibs 58.3% 100% 1 1 -Right application.Output here based on building Uplift 2654 Ibs Na 14 2-Right code-accepted design properties and P analysis methods.Installation of BOISE Total Load Defl_ U261 (0.942') 91.9% 14 1 engineered wood products must be in Live Load Defl. U366(0.67Z') 98.3% 14 1 accordance with current Installation Guide Total Neg. Defl. -0.124" 24.9% 14 2 and applicable building codes.To obtain Max Defl. 0.94Z' 94.2% 14 1 Installation Guide or ask questions,please Span/Depth 21.9 Na 1 call(800)232-0788 before installation. I BC CALCO,BC FRAMER®,AJS-, Cautions ALUOIST®,BC RIM BOARD-,BCI®, Uplift of 2654 Ibs found at span 2-Right. BOISE GLULAMTM SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Notes PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUDO are Design meets Code minimum(U240)Total load deflection criteria. trademarks of Boise Wood Products,L.L.C. Design meets Code minimum(L1360)Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/Z'. Minimum bearing length for B1 is 3-1/8". Minimum bearing length for B2 is 1-1/2'. Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min. end bearing+ 1/2 intermediate bearing Page 1 of 2 ► i®,SE" Quadruple 1-3/4" x 11-1/4" VERSA-LAND 2.0 3100 SP Floor Beam\FB02 BC CALL®9.3 Design Report-US 2 spans No cantilevers 1 0/12 slope Tuesday, November 21,2006 21:35 Build 057 File Name: BC CALC Project Job Name: Cafferky Description: FB02 Address: Specifier: City State, Zip: Marstons Mills, Ma Designer: Customer: Company beam#21 Code reports: ESR-1040 Misc: 2nd floor header Connection Diagram Disclosure ram{b d Completeness and accuracy of input must Li be verified by anyone who would rely on a output as evidence of suitability for particular • • • application.Output here based on building code-accepted design properties and c analysis methods.Installation of BOISE engineered wood products must be in • • accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please a minimum=2" c=7-1/4" call(800)232-0788 before installation. b minimum=2-1/2"d=6" BC CALC@,BC FRAMER®,AJSTM', Connectors are:1/2 in.Staggered Through Bolt ALLJOISTO,BC RIM BOARD-,BCI®, BOISE GLULAMTM,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products,L.L.C. Page 2 of 2 Double 1-3/4" x 11-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam1F1301 BC CALL®9.3 Design Report-US 1 span I No cantilevers 0/12 slope Tuesday, November 21,2006 21:26 Build 057 File Name: BC CALC Project Job Name: Cafferky Description: FB01 Address: Specifier. City, State, Zip: Marstons Mills, Ma Designer: Customer. Company: beam#24 Code reports: ESR-1040 Misc: Garage door headers 2 _ I I �- '• o - .+L}ni.,a h;x^ _:'� ;�L ' :c°" f,.&: ;.�,:',♦a tic �"+'�' "�' r aM; F't ,�..� rk!i..r� `�r.�'g s V.. L�;.`'� c ,+ y , F i' a z �✓'r� ,�`�' �l: � 't3 br, �-� �.��t � �� r K fs pit. ✓F�r x c �t''� cv s. . 4 Z.' !.rai ` '�..:.".� a�:'.j; _ .'h r *f"y,r th,r f •s4y t W, .�ti,. 4_4..i ! ^' tL.nU� a.i cY°^Y n 4. 3 7y. !/ .J,',y ."+t �. l� i.M�.dF.H i �_•. in t9*6'0 00 B1 LL 372 Ibs LL 372 Ibs DL 1169 Ibs DL 1169 Ibs Total of Horizontal Design Spans=09.06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 09-06-00 40 15 01-04-00 2 gable Unf. Lin. (plf) Left 00-00-00 09-06-00 25 215 n/a Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3660 ft4bs 19.1% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 1213 Ibs 16.2% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U1593(0.077') 15.1% 1 1 output as evidence of suitability for particular Live Load Defl. U6596(0.01 T') 5.5% 1 1 application.Output here based on building Max Defl. 0.077' 7.2% 1 1 code-accepted design properties and analysis methods.Installation of BOISE Span/Depth 10.1 n/a 1 engineered wood products must be in accordance with current Installation Guide Notes and applicable building codes.To obtain Design meets Code minimum(L/240)Total load deflection criteria. Installation Guide or ask questions,please Design meets Code minimum(U360)Live load deflection criteria. call(800)232-0788 before installation. Design meets arbitrary(1")Maximum load deflection criteria. BC CALCO,BC FRAMER®,AJSTM, Minimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIM BOARD-,BCIG, Minimum bearing length for 61 is 1-1/2'. BOISE GLULAMTM SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Bose Wood Products,L.L.C. Connection Diagram r�{b d a c a minimum=2" c=7-1/4" b minimum=3" d= 17' Member has no side loads. Connectors are:16d Common Nails Page 1 of 1 _ I �� , , • it The -M-ZO GROUP , . , . J he' MZ-O GROUP . � .. __.» -.., v-.. -_.�.,- �.....-._.�. '� ... 3... � �. -..�� .__- .� ... —.�.._,.--..r � _ .'r►�ar.. --"^"-.mow..-.�...Y. .���...5.-n. t:�4-�--... �l�ns PROJECT NAME: > ki,4aid `t Ala n ADDRESS: I' S/� t�G7 x ��'S �C PERNIIT# PERAUT DATE: M/P: 0' LARGE PLANS ARE FILED IN: BANKERS BOX yYI Yh FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archiveBANKERSB OX PROJECT 1 NAME: ADDRESS: N�C PERMIT# e - PERMIT DATE:__I G1 �3 LS M/P• 5� LARGE PLANS ARE FILED.-IN BANKERS BOX yY� FILED ALPH.ABETICALY BY STREET ." INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSBOX PROJECT NAME: D S ADDRESS: ! V n k�CC� M Ik, PERMIT# 1 PERMIT DATE: M/P: c? LARGE PLANS ARE FILED IN: BANKERS BOX J� FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSBOX y,�\K tt r V t\1svIV r _ Z14RE=t2]7J1R-SNINSLE ... --. .. __......__—____._..._._ - — - ——- • r:-.-r. iUI 'f -- '-- ETG _ c .. . . 1''�yluryf }lE\v P,{t0'rl E111fU O NLE .... _ _..._i _" _ �•. ..--'--._ _.._.._... �.. I II r h@V 641r•.IS.S1E�5 UK I �•auo¢ r.i•o�acoz 1 FeClff UXVnT1OI\1 I Preliminary plans and layouts by DC.D.are lot the use of their Customers only.qny 1 A VA i I _. ... .._.....__.... . .._ -- moat 3UWCAE5 TO MAICFI EXK-T"NS vr1�x v5 tot.u) EXISf1u5 aoOFLT Juim.4UTTLIZ In Z v I -11 ti' \ — Ll i LlrtttQ 1 --is \ A a u4 ua. cis comma�.tes�c 1 - p I . I; .4/lam FnF�TEL SO._ q !. I 4t10 RIDC,E R_30%wcL&. i I I' I� } I �3'GtRAPPIN I , I \%CO"C". IwG P1.R'(tlftn4 1 R.20 IKGVL.w/PROPER- j N'C2(XNIt:GI MKRO WA.6(AlA.OA.... I �• .-VINT Ot LQUAL V i IAKCO LAM GtJ.µ 'OR CI+IOAL LJ W 141;7l`f<vOOn I . 2.10•... �Ca15nNq L4 FIR rR.CK1NG.ON.._._ 'J�¢"7�G R4�VOOry R•h lNSUL. ' 2.4:s�NR-II INWI. I , \VAR40¢OOFIN CI . StLnetnlL fl. II CAPON 1 � ' , I ; --4� ry I ` i I I o• 1I Ai uv I : I v - :�- .-_b`-nV1cdUMusic!B�SEpUP.. SI0'F.,G_(.O-6RLrMOUc"-: RVAOX •z rOST 40 _ .. hINw4 .. _ 4• ):14'�:- a xVa ' IIIAAAllllll � '76.�48— •�'�. Z. :: UP 61. . ... - I — I I a.ol• `' � '. ' O I r I'l MW 48' T. 9.40tit V. W v of ;;4j I)O i I� 1ST Ulf OUT.... • t w b w {{8 httIr OL(JCTvaW.GpAL)F i r 170' 1 So� 5r." b.G• ti! i I i 1 V 9�1411:�`/V,�(�L�S CI+_f.4'1�8•. WLExIsaN�i�tV�lJ10NN I b �••e� E14•... ..' •ro'DI?17oM_oE fX!Sr.INS {{ Ww KF On �L...I I I, T I no:CwV.:0u - MIM.f511P`!Fl41ssI ,SIn6.-....-._. -NLN 4-N%.CM1-FjM -SKIN) 1 I i U Id ! IO.C,A.{v.C3.CEYE4w/.E?ll5l'G� e' is I 1 ;i 1 9J So* Q a• 1; a° Q ,j x u� 1 i I = C _ P,L'ALIp/.00.,:U1..EXQLtNS�MLL.Accoar) 41y a • --.. I I S ___.__�S4"MAMM EXISTS D¢Op 1'•6' 9�4'MATcu'GS15TIP• 1711q° P 9' a SELON n CLOG.PLAN _ �I I ' I � SCALE OATS _._....... Z•C'OOtMLR Q,uTERj : R/1FTEltf:=' ...:._ StINq E5-10_Mit_lcH DOUSE 508.428.6191 • �ii - I_.._. ... ....T- -_ @ust m o esi ns • ml� i� E Ipyp q 1 I �L.Pf>�L copyright 01994 ' Div / 1 9�S i� fvl - _ All Rights n i _ Resew PA -- - 'SU1N4lES'10 MMW Wuse _.. Z-8 JOISTS. - I �n "'f,IB`cc:I°o'S4LET.gpclL r 0 0 61prlRn2C..CEL ISUAk:.. I r, .. .. .Z \V41TE C PAR SUINGLE , - J 14 cr.11m;^ary mans and layouts Dy D.C.D.are for the use Of their customPrS Only.Any Other use IS StrlCtly proh,O,le V f N C IE-SID I - Y- CA IFIFRK . 1 MARSTONS MILLS, MA. a� 12-18-06 �� o� REVISED I-4-07 1- E PROJECT TEAM: ANDREW ZALWESKI � 6 J REVISED 1-26-07 1 ANNE ROGERS' BOB McGRATH SMOKE DETECTORS REVIEWED THE MZO GROUP _ - LIST OF DRAWINGS STON ' HAM, 1V lL l BARNSTABLE BUILDING DEPT. � � 0 FOUNDATION PLAN FIRE DEPARTMENT DA E I BASEMENT PLAN BOTH SIGNATURES ARE REQUIRED FOR PERMITTING C= 2 FIRST FLOOR PLAN o 3 SECOND FLOOR PLAT - 04,9B 4 ROOF PLAN t ST F� oF,, 5 ELEVATIONSCl . �0 F9%s 6 ELEVATIONS 7 SECTIONS � r L - 8 SECTIONS E7 9 DETAILS 10 DETAILS ® oo _ ®® ®® Fl FIRST FLOOR FRAMING PLAN 0 o_ - F2 SECOND FLOOR FRAMING PLAN F3 CEILING FRAMING PLAN F4 ROOF FRAMING GI GENERAL NOTES. The MZO Group 5337 - y CAD Viewer 4 . 5 - Register at .www . guthcad . com D E F G -_-_---------------- a _............. 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LS i=:\O 5FF q1u \YT_ -:�'o \GT=D G\LzAmN".=. ;- (3)I3/4'x 11-/E'.ICZGLL-5 SGvo::G2 TC=v\CE:=E•n Y$+��E:'cT+_CG\N�Gv'T c."-iC�ET i\L EE�"i^r__�, - ;E i��2s�05GF d5£2 Dacc/D.—br CG\a_:TI7nE La (2'�13/4'x n 114',"IGZOLL+�S - ll-2U-IIGR\( CC\To—CTGZ TG=c'TCE'EI=EO\E-ZG\C+iC:izEGJ-LJCLT NaSEZ+T-41=_L'37---FG CIE":r= 211 13/4'x<Vc'rIIC¢OLL-u�B . Uas/RcviscJ be Q "L^27LL.+."IS .�i 2: 21 2\12 5PF dis2 12-1 S-O6 1.4-07 a ��TIIVG CONDITIONS: :4 74'x 3V4•nr_2G-+��_ t-2(,-U7 (:)13/a'x r 7/E r dGro, - M i 3/4'x 11 -w-Ez2=_".c LTC FIT LTnS CC\CUI:\E oz\\GzaC== ==L-<-EC_ E -CCxr_T:z � (3)2:c,E:F drz2 ' _TLT_✓_n'Tr5\1G<<\\li'EJC4 CC.\C(i1a\E<\VC:�U\'_E_-,\- -_-_i-_a\\LEE=EVIL. '3)2.X.o ST dii . o"l: Y+!'-Gy"-,-.t-i GZ CCn' .51\\\f7TG 6Y 30 =C+_rx'To:E�=Cz`:�-C4+\Ecl'=E s: =o<LE5T2'xTnETEET'Ga:T^.I\K5115+TExlZCE-lXr, 3, \v::\SOok\v7a'45 JOB 5337 wr"Mi oZ\v,2.r: �•,. vi+kE\T vnC\.lvT'.JEIc-rEEZV+IC1\E G==_EVETI\G F-UTT+\c TX-C\'. '.co-E\CT CC\<:"i\\K� \VE\25 of\VEx15 Tr-rcCHTECT 7. -TC-EZF:-`+D=_>,:.1ClAE rETI\S Cz To M EE'13+TE,.o\CE sC (:),3/a'\n 7/5'rlCzoL�+r,S Ca\L'fl:'\S.T:[.1\c\'Ek 3�!�:E.F c EC°ZE:%LA .NCLLGl N=GG-�:T C�+\$E n 5Ek\I_ C: ,5 (3)1 3/4'x 11-/e'ML20LL-5 5E:11:E=_GF r.== 204—.G.F=.:.Fa.t U\,\rnv\o:CG\CE•lLw CG\L177\E T;_T uE 3/c•¢„cic'ruGZG! "s 3 E\:9vlTE:Ec W J\'G CG\ET.^„�11i\rr+T cC+_FE Cw\>S N T!!E LE_=1's\C.CG\5r!'CTL'\G:rr.=<:F_CL . F4 The MZO GROUP _ Y CAD Viewer 4 . 5 - Register at www . quthcad . com L S�RJGURaL MLC=L_ANEGUS DESIGN LOADS ASSUr':ED ON DRa\.VINGS UNLESS OTHERWISE NOTED,PROVIDE: g FACR @LIVING SPACE- 40 P.S.=.LIVFI�C P.S.F.GEAD IN5ULa71CN R-19 I\,ALL EXTERIOR WALLS(2 X 6 STUD CONSTRUCTION). =LOCR @ SL-=PING SPACE- 30 P.S.F.IVELIVA i0 P.S.F. EAD INSULATION R-13 IN ALL EXTERIOR\VALLE,(2 X 4 STUG CONSTRUCTION). 5 A T�IC FLOOR(LTD.STORAGE)- 20 P.5.E.LIVEAO RS.F.DEAD :Z-5 IN ALL CEILINGS. OVER UNHEATED SPACES. BALCONIES E D=GKS- 60 P.5.F.LIVEAO P.S.F.DEAD R-=O IN ALL CEILINGS. ;? ■ 2COF- 35 P.S.F.+LIVE/10 P.S.F.DEAD R-10 LINGER SLABS W ON GRADE;48'IN FROM 02 48'DOWN INSIDE FACE OF FROST WALL TO ISOLATE Sl1B FROM E\TE.-1p2 i 501L BEARING CAPACITY- ASSUMED TO 3E MIN.i.3 TONS/50.=T. AND CONCRETE WALL. 7_ VAPOR BARRIER-INSTALL A 4 MIL POLYETHYLENE VAPOR BARRIER ON THE WARM SIDE OF ALL INSULATION. O 'S z ALLOWABLE DEFLECTION (FLOOR) GLASS-DOUBLE INSULATING GLASS AT ALL EXTERIOR GLASS AREAS E TEMPERED GLASS IN ALL SLIDING GLASS DOORS� WITH BLGY.E D M CEILING BELOW V360 WINDOWS LES5 THAN 18'A50VE THE FLOOR OR A\'Y PLATFORMS. CHECK LOCAL CODES FOR GLAZING REQUIREMENTS. ■ - 5 WITH GYPSUM CEILING BELOW BELOW V240 (SEE M495.STATE BUILDING COD=SECTIONS 3603.20.4.E AND 3603.20.4.2 FOR SAFETY GLAZING) `,/ ! 4v NOTE: DESIGN LOADS AND SITE CONDITIONS SHOULD 6E VERIFIED WITH LOCAL BUILDING CODS A\D OFFICALB. 5?EGLAL 3A=FLE VENTS SHALL 35 INSTALLED IN ALL RAFTER BAYS AS PER MANUFAGTURER'5 DETAILS TO PROVIDE FREE AIR FLOW FOR O c CONDITION=_SUCH AS SE SMIC.SNOW.W ND OR HY R S ATIC LOADING MAY REQUIRE P rESS ON.AL EVIEW. ATTIC vENTILATICN. IT SHALL BE CONTINUOUS IN ALL SLOPING GEILNST AND A M iINIMUM T:OF ONE LENGTH(42')AT ALL EAVES 1.THE SOIL BEARING\.ALUE HA5 SEEN ASSUMED AT 1 1/2 TONS/S.F. THE CONTRACTOR SHALL VERJFY TIS VALUE AT ~ • THE TIM TE OF EXCAVATION AND SHALL NOTIFY THE ARCHITECT THAT IT IS READY FOR INSPECTION OR FOR REVISION 1.= VENTING-EAV= -J 1/7 CONTINUOUS SGREENED SOFFIT VENT. s •>; J\CERTAIN CONDITIONS ARE FOUND TO EXIST. -RIDGE/GABLE-CORAVENT A5 SHOWN OR GABLE VENT.LOUVERED 2..ALL GONCR=T=WORK SHA- L CONFORM TO AMERICAN CONCRETE INSTITUTE'GUIDE TO RESIDENTI.4-. SIZED ON DRAWINGS. C,A'sT-IN-PUCE CONCRETE CONSTRUCTION'REPORT OF COMMITTEE 332. L ;� ■ I 3.OTHER CONCRETE STANDARDS AS REQUIRED BY THE BUILDING CODE SUCH AS AGI 318- 3:318.1-89 ALL BATH ROOMS SHALL 3E PROVIDED WITH MECHINICAL VENTILATION IN ACCORDANCE WITH SECTION 3603.6.2 SHALL APPLY TO THE CONSTRUCTION OF THIS RESIDENCE FOUNDATION. i 4..-EIN'F02CING STEEL SHALL CONFORM TO ASTM Ti,a616.GRAD=60.AND WELDED MARE FABRIC SHALL MEET FX-ERIOR GRADE SHALL SLOPE 1/s PER FOOT FROM BUILDING FORA MIN.OF 6'-0'A\•VAY f AST M Ai85 SP=CIFlCAMON5. ® E - 3.FOOTING CENTER LINES SHALL BE CENTERED UNDER THE CENTER LINE OF COLUMNS. SILLS -FIBERGLASS SILL SEALER 1/2'X 6'. C^^.DETAILING.FABRICATION,MID PLACEMENT OF ALL RE-BAR SHALL CONFORM TO ICI 315-80.5P66 MANUAL. 7.I=WATER OCCURS WITHIN THE EXCAVATION,IT SHALL BE DEWATERED BEFORE PLACING-OF CONCRETE. DEWATERING SHALL BE DONE IN A M TANNER THAT WILL PREVENT THE FLOW OF FINE GRAIN SOIL ALL EXPOSED INSULATION MATERLALS INCLUDING FACINGS.VAPOR BARRIERS,OR BRE-11HER RAPERS SHALL CONFORM TO THE FLAB-,E SPREAD,SMOKE DE\ LGP S.THE 50-,rCM OF ALL EXCAVATIONS FOR FOOTINGS SHALL BE TAMPED TO DISPOSE OF ALL LOOSE r'ATERI L BEFORE AND CRITICAL RADIANT FLUX REQUIREMENTS OF TH=MASS.STATE BUILDING COD=SECTIONS 3603.19.1 THROUGH 3603.19.4 THE CONCRETE 15 PLACED. COMPACTION SHOULD NOT EXCEED THE NATURAL DENSITY OF THE SOIL. 9.ALL CONCRETE FORMWORK SHALL BE PROPERLY CONSTRUCTED AND WELL BRACED TO PRODUCE PLUMB•STRAIGHT, LEVEL AND TRUE SURFACES. BOWED,PILLOWED AND IRREGULAR WALL SURFACES WILL NOT BE ACCEPTED AND MAY REQUIRE REMOVAL AND RECONSTRUCTION BY THE FOR"I CONTRACTOR AT HIS EXPENSE IF DIRECTED BY THE GARAGE&BOILER AREAS-5/8'F.G.SHEET ROCK ON CEILING CO H=.•aTER A2F�AND ON\•V,aLLS AND CEILINGS BET\•VEEN ARCHITECT AND THE OWNER. GARAGE AND LING AREAS. 10.THE FOUNDATION WALLS SHALL NOT BE BACKFILLED UNTIL THE FIRST FLOOR DECK 15 IN PLACE TO BRACE WALL' MINIMUM STAIR AIR TREAD 15✓'.M:AXIMUM RISER IS'6 1/4'. DAMAGED WALLS WILL BE REPLACED AT THE CONTRACTORS EXPENSE IF BACKFILLING 15 DONE\VTHOUT THE FLOOR IN PLACE. MINI MiUM STAR WIDTH IS 3-O'CLEAR I!.STRUCTURAL STEEL SHALL 6E A5TM A36 AND SHALL SEE PAINTED ONE SHOP COAT OF METAL PRIMER. BOLTS ALL HANDRAILS AND GUARDRAILS SHALL CONFORM TO MASS STATE BUILDING CODE SECTION'S TROUGH 3603.14.1 THRUUGH 3603.14.2.2 /1 1 SMALL BE AST A32..ANCHOR BOLTS SHALL BE,A5TM,4307. M NN ENTRANCE DOOR SHALL BE MINIMUM 36'WIDE. VJ 12.'LALLY COLUMTNS SHALL BE SCHEDULE 40 PIPE ASTM A53 GRADE B 3 1/2'DLAM iETER OR STEEL TUBES 3'X ALL EGRESS DOORS SHALL NOT BE LESS THAN 6-8'IN HEIGHT. U X V47. PAINT ONE SHOP COAT METAL PRIMER-2 MATS THICK.(UNLESS OTH=.-WISE NOTED) FIRE PROTECTION SYSTEMS SHALL BE I\',ACCORDANCE TO THE r'ASS.STATE BUILDING CODE SECTION'S 3603.16.1 THROUGH 3603,16.13. (''� 13.'MICROLLAM'LUM6ER SHALL BE AS MANUFACTURED BY TRUE,JOIST CORP..BOISE.ID TRUSSED FLOOR s" L� JOISTS SHALL BE 6Y TRUS JOIST CORP.,WOOD FABRICATORS,INC.,OR OTHER FABRICATOR APPROVED BY THE PROVIDE A MINIMUM OF 48'\\ODE X 47 DEEP LEVEL PLATFORM AT ALL EXTERIOR OF ALL EXIT DOORS .G0 ARCHITECT. METAL FASTENERS FOR WOOD MEMBERS SHALL BE AS MFG.BY THE SIMPSON CO..'STRONG-,Ic OR EQUAL APPROVED BY THE ARCHITECT. IN ADDITION TO D0025 AND PANELS SHOWN ON DRA\KING PROVIDE ATIC ACCESS PANELS,TOALL ATTIC A2EA5 GREATER THAN 30 CLEAR HEIGHT 14.UNLESS OTHERWISE NOTED.PROVIDE A 2'NOM.WOOD SILL OF APPROPRIATE WIDTH BOLTED TO THE TOP FLANGE (MIN.ATTIC ACCESS PANEL 22-MIN.\ID=6Y 30'HIGH) OF ALL STEEL BEATS WITH 3/8'DIA BOLTS STAGGERED AT 7-0'O.G. RIGIDLY FASTEN ALL CONNECTING P.AFTERS AND JOISTS. AIR INFILTRATION AND MOISTURE CONTROL FOOTINGS -20'X 10'CONT.OR AS NOTED. STEP FOOTINGS TO BE MIN.1 VERTICAL ON 3 HORIZONTAL. AIR LEAKAGE FOR ALL BUILDINGS SHALL BE CONTROLLED AT OPENINGS IN THE EXTERIOR BUILDING ENVELOPE AS PER SEC. (Y, \VALES-MINIMUM 8'BETWEEN FINISH GRAD=AND TOP OF FOUNDATION WALL REQUIRED THROUGH J4.3.4 OF THE M:ASS.STATE BUILDING CODE. CAULKING.GASKETING.'WEAT.-JERSTRI?PING.FOAMING OR OTHER SEALING IS I"�1 REQUIRED TO LIMIT INFILTRATION: AROUND WINDOW AND DOOR FRAMES:SOLE PLATES AND STRUCTURAL FLOOR:FRAMING JOINTS: -FINISH GRADE TO SLOPE.A\VAY FROM FOUNDATION. - AROUND OPENINGS FOR PLUMBING,ELECTRICITY.TELEPHONE AND GAS LINES IN WALLS,FLOORS AND CEILINGS:AT MUD5ILL IN -10'THICK CONCRETE T 10'ABOVE FOOTING OR AS NOTED. CONDITIONED BASEMENTS OR CRAWLSPACES AND AT ALL OTHER OPENINGS N E\PERK.-BUILDING ENVELOPE. ELECTRIC OUTLET -3000 R5.1.(26 DAY S T REN'GTH)WITH 3/4'AGGREGATE PLATE CASKETS SHALL BE INSTALLED CN ALL RECEPTACLE.SWITCH OR OTHER ELECTRICAL BOXES I\'EXTERIOR AND INTERIOR WALLS. 0 ,I • SLABS ON A GRD= MIN.6 WITH-3000 P.S.I.P.5.1.(28 DAY STRENGTH)ON. 'SAND OR GRAVEL FILL 6X6AMA X\I.4 WELDED THETHE ENTIRE STRUCTURE SHALL 6E WRAPPED WITH E 7YVEK'INFILTRATION BARRIER TO FORM A CONTINUOUS BARRIER\VITH 4-5 FABRIC. MINIMUM 8'OVEPLA SAT JOINTS. TYVE:K SHOULD COMPLETELY COVER ALL COMPONENT RaRTS OF THE STRUCTURE,5TA.PLED TO /� 0 FOOTINGS SHALL BE PLACED ON UNDISTURBED OR EN'GIN'EERED FILL TO A DEPTH REQUIRED BY LOCAL BUILDING CODES SHEATHING AT 30'O.G.AND WRAPPED TO INSIDE OF DOOR AND WINDOW OPENINGS. SEE MANUFACTURERS INSTRUCTIONS FOR \�Vim./ .AND FROST CONDITIONS OR DEEPER IF SHOWN. FURTHER INFORMATION.(OR APPLICABLE STATE ENERGY CODE) - UN2=INFORGED WALL5 SHALL SUPPORT A, OF 7-O'UNBALANCED FILL. 4..� DA.-IPPROOFING(BASEMENTS)-TWO COATS OF ASPHALTIC COATING COMPOUND. FELTS SHALL BE ORGANIC FIBER BASE SATURATED WITH BITUMEN\VEIGHING 14-15 LES.PER SQUARE. STRIPS OF FELT 8' WATERPROOFING(HABITABLE SPACES BELOW GRADE)-T\VO PLY HOT MOPPED FELT MEMBRANE WATERPROOFING. WIDE SHALL BE INSTALLED AT HEADS AND JAMES OF WINDOWS AND DOORS JUST PRIOR TO INSTALLATION OF EXTERIOR TRIM. USE ON ct FOUNDATION DRAIN-INSTALL A 6-PERFORATED DRAIN TILE AT PERIMETER OF BASEMENT. TOPS OF JOINTS TO B= ROOF OR SID=WALLS NOT RECOMMENDED. PROVIDE ROOF UNDERVAYMENT AS REQUIRED BY SHINGLE MANUFACTURER. T CO\/=R=D WITH i5ll FELT?ND A MINIMUMi OF 78'COARSE STONE OR GRAVEL SLOPE TIL=-3/10 PER FOOT TO V POINT OF DISCHARGE. FLASHING TERMITE PROTECTION-AS REQUIRED BY LOCAL CODES. ,ANCHOR BOLTS-J/2'X 17 ANCHOR BOLTS @ G'-O'O.C.AIND NOT MORE THAN 12'FROM CORNERS G=N=REAL FL-�SHING SHALL BE PLUMI\UM.Oi9 INCHES THICK.DURANODIC BRONZE OR BROWN FINISH,UNL=55 NOTED JOIST HANGE25-STANDARD H,\V,18 GAUGE METAL OTHERWISE. SPECIAL FOUNDATIONS AND FOOTINGS AS SHOWN. - - ROOF FLASHING SHALL BE ALUMINUM.019 INCHES WITH OURANODIG BRONZE TONE OR BROWN FINISH.AND USED WHEREVER FLASHING WILL 3E EXPOSED SUCH AS AT VALLEYS.5IDEWALL5 CAP AND BASE AND THE LVE. CAR:-ENTRY CHIMNEY CASDAND BASE FLASHING SHALL 6E 3 LB.HARD LEAD. W VENT AND PIPE FLASHINGS SHALL BE OF PREFORMED N'EOPR=NE AS,MANUFACTURED BY DUPONT.DOW CHEMICAL 02 � _ +J 2-,r,ING LUMBER EQUAL. FLASHING SHALL CONSIST OF FABRICATED FVaN'G_AND CAP FLASHING. STEP FLASHING: BASE FLASHING SHALL EXTEND ONTO ROOF AND UP THE SURFACE OF THE ADJOINING CONSTRUCTION A O SUDS-NO.3 OR STANDARD'STUD'GRADE. MINIMUM OF 4:. THE UPPER EDGE OF THE BASE FLASHING SHALL EXTEND A MINIMUM OF 7 ABOVE THE NEXT COURSE � �h JOLTS E RASTERS-E=1.200.000?.5.1./F3=850 P.S.I. OF SHINGLES AND THE LOWER EDGE SHALL 3E 1/2'A30VE THE BUTTS OF THE SHINGLE COVERING IT;PROVIDING A BEAMS E GIRTS-E=1.200,000 P.5.1./E,B=850 P.S.I. MINMUM OF 1 V7 OVERLAP OF FLASHING COURSES. CAP FLASHING SHALL EXTEND DOWN OVER BASE FLASHING,-' STAIR STRINGERS-N0.1 GRADE. MINIMUM OF 4'. THE STEPS IN CAP FLASHING SHOULD NOT EXCEED 8'AND LAPS SHALL BE.a MINIMiUM OF 3'. ALL UNLESS OTHERWISE NOTED.PROVIDE SEAMS SMALL OVERLAP IN DIRECTION OF FLOW. DOUBLE HEADER J015TS E TRIMMERS @ ALL FLOOR OPENINGS. PROV _L R IDE ICE AND WATER SHIELD(W. GRACE-BITUTHENE'OR EQUAL)MINIMUM OF 36'WIDE AT ALL EAVES.VALLEYS.AND AT:cOOF/\VALL INTERSECTIONS. A) B)DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS. C 1 X 3 GROSS BRIDGING IN EACH JOIST BAY @ SPANS OVER!C-O'. W ?LEASE NOT=_• FLOOR CONSTRUCTION _ 1.THES=GENERAL NOTES ARE PROVIDED TO EXPEDITE THE PRICING AND CONSTRUCTION OF THIS HOME. LOCAL BUILDING A� GENERAL FLOORS-3/4'?LYVVOOD(C-D INT APA\V/EXT.GLUE)T E.G GLUED TO JOISTS. CODES AN'D SITE CONDITIONS MUST BE REVIEWED AND MATERIALS CHANGED OR AMENDED AS REQUIRED. `L 2.THE ARCHITECT CANNOT ACCEPT RESPONSIBILITY FOR SPECIFIC QUANTITLS OR QUALITIES LISTED HEREIN. IT IS THE BATH&TOILET AREAS-USE WATER RESISTANCE PL`.'WOOD(UNDERLAYMENT C-C PLUGGED EXT.APA)OVER REEPONSIBIL ITY OF THE BUILDER TO REVIEW THESE CONSTRUCTION DOCUMENTS AND CONFIRM THE SUITABILITY OF THIS v n S'JBFLCOR HOUSE FOR A PARTICULAR BUILDING SITE. IN ADDITION TO THE ITEMS LISTED.THE O\•VNER SHOULD SELECT FINISH MATERIALS, SUCH AS COLORS.MID TYPES OF PAINTS,5T,AJNS,TILE,CAp:IET.CABINETS.COUNTER TOPS AND LIGHT FIXTURES. ALSO TO 6E EXTERIOR SHEATHING GON51DE2ED ARE TH=HEATING/COOLING SYSTEM,WIRING,PLUMBING AND EXT=plop 51TEW0.2K. 3.CONTP-ACT02 SHALL VERIFY ALL CONDITION'S AND DIMENSIONS PRIOR TO BEGINNING WORK AND SHALL NOTIFY O\VNER OF•4\Y D.-/I) u.by WALLS-'/7?LY\VOOD(C-D 24/0 INT APA W/EXT.GLUE_) DISGpE?ANCY. CONTRACTOR SHALL BE- SPONSIBLE FOR ANY VARIATICNS OR DE\tiaTIONS FROM THE PLANS WITHOUT W.217 T EN <OOF -5/8-�LYWVOOD(GD 24/0 INT APA\WEXT.GLUE) CONFI;Z lLATION FROM DESIGNER. v i p1,/Rc�Xcd be 4.CONTRACTOR SHA. L PROVIDE ADEQUATE BRACING OR OTHER\VISE SUPPORT ALL PORTIONS OF THE STRUCTURE UNTIL-A_L M=ME==QS:-LAVE BEEN PERMANENTLY CONNECTED TOGETHER PLUMBING DIAGRAMS OR DRAWINGS SHALL BE PROVIDED BY $ THE GL'JMBING CONTRACTOR. HEATING/COOLING DUCT DIAGRAMS OR D2A\ING5 SHALL BE PROVIDED BY THE 1\'TERI02 FINISH HEATING/COOLING CONTRACTOR. HEAT LOSS OR ENE.-GY USE CALCULATIONS SHALL BE PROVIDED 3Y HEATING/COOLING 12-2U-U(ar. CONTRACTOR OR OTHER PRO`5510NAL AS REQUIRED BY BUILDING OF.ICAL. TRUSS DESIGN.ENGINEERING AND PLANS SHALL 1-4-U7 INTERIOR FINIS=_5 SHALL BE IN AGCORDA\GE WITH THE FLA,✓iE SPREAD AND SMOKE DEVELOP REOUIREMENTS o=THE BE P20VIDE0 3Y TRUSS M�ANUF.aCTU2ER 1-26-01 MASS STATE BUILDING CODE SECTIONS 3603.18:3603.18.2:AND 3603.16.3 5.EACH BEDROOM SHALL HAVE AT LEAST ONE\VIN'DOW WITH A SILL HEIGHT OF NO MORE THAN 44'A60VE THE FLOOR. T:PICaL TG?OF WIN'D0\Y HEIGHT IS 6'-b'FROM FLOOR. (TO MATCH D002 HEIGHT). 6.PLL EXHAUST FANS,RANGE HOODS AND DRYERS SHALL VENT TO THE OUTSIDE THROUGH SHE=T METAL DUCTS. CAULK A20UN'D GENERAL-JNLEES OTHERWISE INDICATED,ALL INTERIOR WALLS E CEILINGS ARE TO 6E COVERED\VITH.1/7 GYPSUM .ALL PENETRATIONS TROUGH EXTERIOR ENVELOPE. JOB } d Bo.-,RG,\VITH METAL CORNER REINFORCING.TAPED E SANDED. 7.ALL\VOCD IN PE2M-WENT GON'TAGT WITH CONCRETE OR 501L SHALL BE PRESSURE TREATED WITH A WATER BORNE 5337 '-OPTIONA_1/7'6LUE BOARD'\VITH A VENEER PLASTER SYSTEM,1. PR-E�cSERVATIV NO, 5..ALL DOORS BETWEEN GARAGE AND LIVNG.AREAS SHALL BE 20 MIN.FIRE RATED WITH SELF-CLOSING,"TECHA\95MS. - Gi The MZO GROUP I _ Y CAD Viewer 4 . 5 - Register at www . quthCad. com 4 F c. t Y77-- MARSTONS MILLS, MA. 12-18-06 vl oo� SMOKE DETECTO REVIEWED REVISED 1-4-07 PROJECT TEAM.. ANDREW ZALWESKI BARNSTABLE BUILDING DEPT. E .'- REVISED 2-2-07'� ANNE ROGERS - IF DEPARTMENT DATE y� BOBMcGRATHBOTH S►GNAIU ARE REQUIRED FOR PERMITTING <THE MZO GROUP _ CARBON MONOXIDE ALARMS LIST O F D RA GS STONEHAM, MA MUST BE INSTALLED PER MASSACHUSETTS BUILDING CODE 0 FOUNDATION PLAN 1 BASEMENT PLAN 2 FIRST FLOOR PLAN - 3 SECOND FLOOR PLAN 4 ROOF PLAN 5 ELEVATIONS 6 ELEVATIONS 7 SECTIONS L = 8 SECTIONS # ) DETAILS m 10 DETAILS on - = - ®® ®® Fl FIRST FLOOR FRAMING PLAN ®: o° F2 SECOND FLOOR FRAMING PLAN F3 CEILING FRAMING PLAN F4 ROOF FRAMING g GI GENERAL NOTES V I I �33 The WO Group q-Ll 9 Z- I , f N _ , f ' 1 1 1 i f t i 1 . f 4 f .1 r i 1 � t 1 �- = F = F-0� 4.5 _____________________________________________ .._--__-._--_--_._ : ' __ ____ _ _______________________ ___.-_______________� i,1 _ • yy to � v 7 nt -� Sae ___. _ ._,,c' _ --------------- --------------------- ------------ ------------------------ ----- --------- tr r I-1 - 3' Y_�-•__ = •.FJ F_uVnY'c♦ C--U':(.�.. ,-E L.,�-� - ..- rt.,..L'.�:c� _ �1 —1 -J.G+•[?G.� .._1v.-vim V--'rJ' C? �',�\.. ti 7• 41 - �:s �' I'oi -•' 91EIaE- � "• /4' C tin+N �________________________� ,________________________, OHO � '�• ' a N : rev • C., .. ?L _ "���TO H 1 V) ry r_'_.�^r^ST E.� •z�h!n�51•�?FJ O cd . NOTE SLOPE TG SN=l:2 OF 5 r ` T.G.M. 54F_Ic6 r F4VI=H STON- - V n VA Q o 4 . E\T=a02 SPJD\\!- L\\/ 4vT.G.\V.3 FI=EFC-L 4V=L'L, 'V- -D?kG G\r2 - \V. L AT Ic O.G. III >-a =uSF' _- L <RLL II Illk� _ o.v \S'JLIMO\ Fl\'15�P�Ok;�G =1 II' JI�I IL E_C. t0'T.-JG�ONC. _=1�I�ui "� _ I � i� =-\.:�?L TO — II-I`III�I I r�•! ;� 5'Ll T. -_= TISH G2a0E I I— at5 G " to •77Y,�t (IU D S.__ ( / V a�..'' �_' n,p'vlay GS2a-L 1 _ I Gi\sV2�aT\HLS:O:CONC 0 7'1, G u- 4V) =5 5-12 AT �: CGNCtZET= GIL v II JGET I III F1=Er,Erf • � J �J � ,n _ .,ST =T �_ =III10. - =1I I I I I r 7111 I D.—10 by <:C F!i0k 2TTYP PATIO �UC' 2 ]\a.�r LG _I P EAe �I .I 1-22-f17 RIM -- pzxvY,= _U I I ---- — rn— -1 I D,Ic/R4',;«.t by •c SiL 5 fl.az FC2•snC=Ok 50LT - f. S --JZE-.ifJ✓-SG=.EF\G- _ ika:NY-.Erk �II ,. IIIII tz-zo-OG ;?+�<5?Y:E RiVI= �_Gkl:E_- y;— - _ -r:-+5<fC— -_II: _ _/_c 1 -.-_ -—__ �_kiL�GTES FGGTL\v DE=Tn _ - FOcOAT.ION - ^r - III- II_ _ r I 1-4-07 FG.JND?.TIGV\V-tl. _ -��.=^LG\V ='J..' =E�- =IIII�III�IIII�II�111=III—III =1III�II1�1 II�II�III—III=1n=11 t.7c,_o7 g GGNckS E\v _L =�-- " 5'=^` i-1 w 1=u a I Gk��c-GkEGL, =11nl=Inn=III=1tl=III=III=11 -E-a\D ePAO :5 BASEMENT '_wD _ _0 5Gn_) =�G_o`- 2-2-07 T.C.`.5,TOF OF ruo _ - CONCRETE FOOTING CONCRETE FOOTING nWALK OUT T� T°' MUD SILL DETAIL nGONGRETE WALL n n °� 5337 n - _ = �. 5/s>r-G � �F•JGTLNG=Tc E__-;�.=E"==_:nv =G.a.E:�= �LE SLA3 ON G.2A�E �5.�_ -, FULL BASEMENTUL G�F2GST\VALE --- - O { A The MZO GROUP P� d ------ ----------------------------------- - ---- ---- -- L:Vi -3 Li 7-7✓: ul L E i N�; CD • �-. is �s^-.� �6. .,s=t MECHANICAL WALK OUT BASEMENT. ROOM r + ---------- --------------- ------------------------------ ------- --- ---------- -------------- -- -- -------- -------- f -------------------------------- G S MECHANICAL s ROOM CI� Yo LL- L(� LO� ' BASEMENT a 1734 SO. FT 0 0 � M ' - Darc/D—.be .. . � Darc/Rcriscd 6c 12-20-06 . a 1-4-07 1-26-07 JOB NO. 5337 1 The MZO GROUP E -' a 9— \ r - ^-: J- 11 r nl 1 ,y \n :l in b. ° . -ram__________________________ �...,•.. 9 D- _..<.,_ FAMILY ROOM R Cu-c=�i R'-s ry sv.,� •j�Ii' �•i tl a 'S� .�, i f icy < STUDY ^KITCHEN v ' ts. v UBRAR Fez E F_� 'y w C�•. T :�:.; /' .- /b! in �� i -' �J.rS�V GrE`54'J�\'� % •1.1 �e / • �� y.; • � .ice .4 _�[--____-"- -.'""-----"-'---""__"__" � "---"---------- '; :ota BRE.=�.KF,=SST (�;'•� ��. c+may -17 .�.r in15 BOAT HOUSE �3 r 4 iis „ R r li, =DYE <" I DINING 200M ---------------- `'=-- - ,n ATH g V `6t _: SGREEN'PORG 1'% iA , v { m • _ _ ___ P02 .` ,?'«.^ 'OT �4T'� / MUD:—BALL n L($� i ry 1 F+ � °j GARAGE = F - o - - - First Floor 3,046 SO. FT 0 wp 0 • 11-20-06 R M Umc/Rceiscd b{� - 12-20-06 1.4-07 1-26-07 IS - 2-2-0 i 5 ' 5337 __j The MZO GROUP v - .�D _ 14:1 ry BALGO s l wE4�/ a §v =--� 1 1 f r ,.ST•:✓s r all ------------------ ------------- TER BATH ' ---- BED OM Baxsam S 3_` B=DROOM I �i hE __IJ '•ss� I' � V.LG. ' _ �. *� �>.{ — n / ruo EiE v7n----------- -- ------ ---- BED2�M i BATH I - _ r ' s^2t� ff JJ w,. O .171. ______________ N n J _______ _---a_-_ ° w.� 5 �{ 4' GRAFT ROOM tin e -4� F Second Floor - n, 3,878 SO. FT. s; 0 VlT�WA/� � r . Dam/D—n by . Dale/Revised be - _ 12-13-OC - 12-20-OG 8 . I--I-07 1 26 m - z-z-m °g 5337 The MZO GROUP. a 2 PF, ---------------------------------------------------------------- -------------------------------------- --------------------------------•-------- 1--- ----- ------------- ------ ------------ 1 u , , ----------------------------------.------------------------------- ------------------ 1 1 - ---------------- ID ------------- 1 • 1 • 1-, • „ - __________________________ L(� LO� —0� - - o D-/D.-by . 11-20-06 R\I - Dam/Rcrimd he . - �- I M0-06 1-A-07 2-2-07 °� 5337 The MZO GROUP. 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LAUNDRY DORMER SECTION N5T4LL5GUNDATT=NwrluGe rNSL'L TIGN>T-w,-SNP\\4Lu n BOAT HOUSE.CONNECTOR r1 ANDEATH2GCM\\rA�5 up O L A I .-I +4_� . . . . . . SrJ1 I I g10 I I .a a.ceu.�s _I I 3 I �; � �rCHSN 54TH LA.LTD. `U ='I I fill I I 1 _ - W, I I I 1 I 1 I __—_______ __ _ _—_ _ _ _ — _ _ _ __ Dare/Dla,vn be Dme/Revised be n FRONT PORCH SECTION KITCHEN I MASTER BATH SECTION n MASTER BEDROOM SECTION 1.4--+m 0-uc n,, i J .1.2e_07 2-2-07 °" 5337 The MZO GROUP w _________ _____-__ -_-__--_ _ _ a m H DORMER ;i " R ° I f oL cr_eerc,EN19 A ♦O I I �E Lve�L: y t: np1;} ------ --- -------- — ------ --- --- m _ --------L .I—=—=— a .�' >sr. --- __= a �rro:--�::;-I ------- / >y1 e .✓.. --------------- R ----- ED ---------------------------------- - - ---- ---- --.� -- ----------------- - --- - -- yb = GARAGE �t CRAFTROOM SECTION SECTION @MUD ROOM ENTRY SCREEN PORCH ELEVATu^N E SE'-`MDN NOTES,. � - 2.OF/CBIJNG: c r=CAR SIDNG -.\iCHT_CT LgE25 kPi=�.a�LLT=-�ZLA -�c=5 i5i7=5co _MA\�'FA:.TL'ZRS APa20yED UND-aLAYMENT l -I/2'O=5:Y\V�D StiEATHNG //1 . a_=CGE D AW- OOF E G= \y - -2x6=TltCS la C.C.(EXCE7f\\HERE N.r,-EC.SEE PLAYS.SECTIONS E V� M.Oza EDGE AT.L'!R00.EDG=S O=TaLS� -LU`s.=�G-JSH:NG AT.-V-!BID=\V.'LL!2JOF IhTcFSECT�ONS d1N=+C-D H..IGH GERF02•-to\'C=23 SEE GLASS 54r 4VSUL.•aT10\ -= NO AND CDJNTi_;=A H.I\5 AT A!- iA=01n< / -d„I!PCLY=...�Y_N=v+apR g-\^mod=k r� \=N==25D=U.-+Lt/k1RNG L\T_2ECT10N5 -i/2'SWSUM\V�L50+2\\%-.QMFA+T?_45TE2 ate,7T IC=AND\V>T=2=_-:,-L-AT>L' E+VE=.:]?5.V+f1EY=.'2+'A=_5. _-1 a\TE:ZlO:2 T'lll% - R00FAVA.L L\'r_25=CnONS>ND O\=Q EN T IZ=ROC?\VrE2 PITCH IS L=SS T=:•>N-i. -UCE\MDD\V AND DOO<T2!M -PC?.CCZV E2 BOA205 —1Na ALLE IN ONE is:JNCS WTH _�A _ ARD O\�2 L\'62A'`=`- iUZ2S i 5�V7C\\_oNE ri EZ=BCAkD AT EXT.\V.A'._L_LO\\•AL 2+K.5�NDLJN'DUNG.52i:IVG.?-VD INST:v.L>TION IVST2UCTIONS.-_ Tr:E'<=.•i54VDC•\TED - -._CNiLN0005 wNY!=OFT\SVT m "N4 SH)+D0\\EO.+-J' OVER i.lnO F.>ClA—, .CA! �GNTI.N000=LN=ULATON BAFF=,aROV•DE AlR=PAO= O -NJN.Z'0 Fl=EkGL>55 5+iT INSVL-1ilON lViiH 6 MIL,aJLY \V 'D•OW HEAD S: V OF EAR?F=AT ND1�10NcD S:D=AT^AiHED2A:Ak�AS OR UMEZ RN15H -(2)2`'S UNLESS Nr�.r ER\\•ISE C_LIN'G AFfl!=D TO LL\D-2=ID=cF 200=F-. LVG /e'G Wrs�\ALSOAkD U/9JM..OAT PL.,STSR AT - Esc-=N-, 11 J C>_=D2A•_AZAS F\\ Wr,PI \'T CEI:JN3+aPtJED TC (�;y, -NEE-vI-IDE OF z t'==w'+�.'G•P-W�T - MUDROOM STAIR AS Kn .uouS CONCZ c�UNCATION WALL AND FOOTING\\9TH KEY VAY A5=H0\VN ON FOUNDATIONr-LAN'5\V/TUFF N DRI\VAT ."2GGFlNG A\'D L� _.Z_.Fl_GC< F ,D.ATION PROTECTION S.=T=_;5 COM=L=r =LVFORCED CONCZT=LAS OVE2 G r1L POLYEr l ENE VAPOR -Fl\r3-FLOORING AS SELCT�D OVER REOUIZD 'c'-''� EA22GR ON\\EI L COMPACT ED GRAVEL SEE FOUNDATON PIAN FO^< LINO= "AG\:AV-TECH 0_.E SUBFLOOR GLUED J7 AND NA:LED TO ==V S Z<E+T=D SIL'�OVER CON'fLVUOUS Sva SEA 1-T= -v2-ANCHOR BOLT AT 6-0 D.C..t2'MAX.F2OM EACH CORNER j \ -FLy2-1015T5.SES.--Z INS PLANS (`/J I,N5L'LAT10N CVER UN'F.SATD BASEMENT InT=.<02 WALLS: -2\�STJCS AT IS'O,C. -v2'G`•'F'EUM\VAiLSO.A<D\V/5G`,COAT--LASTE2 FA W -V2'MGIS-==RSSISTANT GYPSUM WALL SG.A!'IN\VET ARSAS . - s TILE EACKE.^<BOARD FOR 1'EE AND STONE FlN EH+c=-1:. . LVST.>LL 50UND A,--NVATLNG EAT;INSULATION AT PLUMBING\V.A!LS ..vLw Levrea u�? rili I n m I W T-ST • w — — ——— — ————_uasT FCYER - n . :A /D -i t^. �„ Dam r"u�n by - S' ' ip 11-20-116 RIM W �N^k� D iv am/licviscd Lc _ 12-20-06: (m 2-2-07 fi 21 ---------------- - ---- - -- --- - - -- - --- - --- ---- -- - -=---------- �No 5337 FRONT LONGITUDINAL SECTION The MZO GROUP 5'\FFLS\_NT 5-z \cn \\'.z= RSEZGL.iN5•JL, \N. MN ROGF 5 E�THING bj,r� EZY T NT II 5 CV - LT S=..NGL==ON 'UND=ATYYENT\\/ICE \C Y r!NT\N/ICE 4.\DC\\COv S'JS�IAOR \N?TER SHIELC' HIELDNIS�Eo F_r12 L\=,NE FINISHcb\=_.INSH - ,4 z15< zISER \ In_ �—F O R-ICIS- 12 .-\DJJST F02 p ,..=PL'ST__R �. .. k 5 2 _ E4:Ek.� I _N:SMEC F_YR NG<f N=HED F_OOR.\G x ___ 2a•�aNG� I- _ _ - _ _Tk:� T_ �� a\\'D. c�FLOOz SLSFIG 2 `E \ \VC.-<"� iN'G\\C,TZI.COJELE HE-L'_Rr \V/-0 A\'Vi S-GOCk.\\Eni S-4 tV yy =OFFIT\cNT �✓=FiT VENT . - E\T.ST 1/7 SHEATFINO. 1/S-E�'ING. UD\N,�LI EXT.STUD WALL . I i WE'.G E\TEWCz SIC:I\'G TY\E':.E\TEZC:z SIDING _ STAIR BASE. DETAIL STAIR BASE.DETAIL STAIR BASE DETAIL 2 n n TYP. SAVE DETAIL n RAISED SAVE DETAIL07M-7 , r - CG\T.z��E u✓\i R'OGc i2 \V/2-30 F13E2GL.INSUL. 2�=�2 p�:FLES /�/ S\O�-s"l•~��° l'6� \' 5.=1NGLE CONE2'NG\V/ _ < N.EY CODE <, kCOF SHE-\THI,NG / J �'"` (i\\5, \•� R \V/-\5vi,-_-T k-\TR Un05RL,\Yr=nT\\•:ICE AND 5/6'zC'CF SHSA -I.NG t 20OF \HATER SHIELD t� . zor=SYST✓`s gCOF SHINGLE-ES ROOF SHSA=NG 2DOFi\5 5`.'SrN ORIF EYE RI> Dwz EYE n L`C.T,%I, EYE. I T-�• o- INSVL+\TIGN `,\ t 2N SLOCQNG LN1O Tklr 7"al•'� - - 1p; 7G\,-.'T31~•I Q„� ' "J Szosco cza\\T' I L 9 2-O.C. MOULDING a Boor, \VC.SOT LGC E . TRW t x\\C.SOFFrT\V/ vrO FaC,+ `• :f COz A.VENT S-LOC . SOF-:T VEN- VJ . c S/GxcFWEZE CLT 5-\C:ROOF SH�\THING -. r7` �1 . F1N, E OF:z - VS SHJ-THI,\G. • F>-I BOX OUT RAIGE - TYVE�G EN woz ErING . 7 n RAKE DETAIL ENT.STUD\N LL N RIDGE VENT DETAIL '`'-" 5 •, n TYP. SAVE DETAIL .DORMER SAVE DETAIL S_-LE:I'm,'-O =C-\LE:t-_1'-G' • STANT.6NG S Zi I _ WOOL` �••i \ iUF CRT.-t'L EY OT=:E2 SH AlCNG 2 LAYEkS 0- R_Yl\OCD 2-9 SzoSCo 5=0 .Bois Lam.T_ a J � rn Ec75 scosa EC v I• VI J I•'GV-:'NG�5455/\Vn1o3 \ - �"1 MGULD\G=Et,/\ W n BRACKET (T_ ROOF DETAIL . T SNE F.T.r5T - �/Iu\I/I . T_ .`I V lSj S.�E CIF oJLo n'G a SUS Dare/Dnw n L1 r r,Tics 11-20-I 6 RIM vl ? - Dorc/Revised 6v 12-20-116:v 1.4-07 I-2G-0? - - 2.2-07 21 y ',;o 5337 nSo. COLUMN DETAIL € The MZO GROUP =T.2,x'STUDS r, ry tix7-r 2=0x7� "-Ox7 J�i<' G 5 �• . — - — - z zt- ^7rSAI TO D•.02:cna-�.NY - PAN_LS 14 SECOND FLOOR SYSTEM n 1 ( n v 41 I N 2�STUD w.LL C = INSULATIONMIT �1 > I. uN_OF ='LLVS G�5=TON= 1X8 FRIEZE HEADER e=e+n'G F1•TG�'-�' � i.•_5'';>, DETA=2Y BUll C=:Z BLOCKING I ? ' (2)2Xi2 � - I - � - I nR G,vE (2)2X4 BLUE STOn= a �; 4 .. i i •... 3 I i11/4' o = 2X4 (2)2X12 (2)2C4 I n SCREEN PORCH DETAIL PLAN.- •� c a 14 2X6 EXTERIOR (n WALL. CV 14 2-C. V) cd EXISTING FLOOR SYSTEM ? 7)/b' V KITCHEN WINDOW BUMP OUT SCILE 5OV'Z^W,10,Dl-1 V II PERGOLA RAFTER TAIL. 1A. / 6-O 3/8' m G3 5 (2)2X4 X 4'-5 46�- - '2 ��• (2)2X12 2K6 WALL 2XG\.V,-�.LL � D I (2)2X4 I 912-M-06;w -----J ElTlEo j ..OF\\��.LL CABINETS SINK COUNTER TOP KITCHEN WINDOW DETAIL PLAN 2-2-0 i0" 5337 The MZO GROUP. 5 - - --I J J c - I — . � I J 4� 70� 0-j FRAMING NOTES: LEGEND: -Ri;LZ>\W LN513>.^-.��C.�4„^`�7a:5E\T>i.^.:V7F T�9 D_4_V COV.'.E�f FJ'«a>.sv3 i.-u__r<uCSJ�.rc-ncr Fy1.�ING MEMBER V ri Tp 15-4-Nv_>„'v 4\,Y\IPJ>L�£>re•\'[._LS;Ti�\D,,':<LCnN---TG¢c:2t2::iC=�3T2Ki r'= OVc2FR4f'IED MEMBER -------- - . 4\'>.>L7.V>_L=%-K:: COG-.'_.� -tz=_.NT W HT:'_Nr.—a >Llj\Y„-.\T>\: i4->UZ>iIL\0= A JL A 4 - r N\5T>'_7 l%fii,'_T=737CN T-5 a\N=Z TC 1=_>e>LL FLUSH BEAM r_ a \ rr �xa >e>\r__=a --e\\.:a=c z . 7 .•w= E\T> ce7=a o.ROPPEo 6EAM�=cAiER -� 11-� BEAM SCHEDULE . La\iz>�ca3=+LLNLTSL-5T.5w\\.xSFr-1=_tac.TauG.a>nW r�•5-:^G-<c�wi<r.\G POST ABOVE ® Ic o=5c21arT�� r =->\-v.L-r>NvS�S CZr^: fi'cr FCZSir+i\xG.'c.<TG T. FLL_Za>x5.5Lc/>ieJN=>\ - a. =3_C.x3=s c+-5N5�c.N5>u r:-.r s - POST ■ Gf3)2xi2 5 NRL6LZ >\'D .> E= =5 L4 N'Cxy5yN0==><rC 5=5Z7USh-TC;,_;5 Zrr-r=.-nv�s. JOIST HANGE2 (=)2�G LL uKEi55iE GC.U\LE.i� . 02 i2i 2.u-<S:�atE2 t^vlCS _GCeLN6rt5_auE:GN\T5 T�<^J1Y-HS CT_c iL F1JNL+i G,V. Wia-L/PLUMBING ABOVE ....... 03 u,1314-x oV rt6zo'-L •'5 O3-\ .,1 3/J'x g VJ MIc2GLL-5 ' .SE-LJ0==5eLL\v:>TJx3;>Z+1=:\\r'-t KY5 i3. Od '2i 2\t0'P?_fie x'7'_. 03 'i,2Jct0 5�-c si53 .Gvl:°i:i 2x5 r_>DEG>i>LL\\NxJL\\5>x7 C'Y2 UNLS Ol9°.\\E_x^' G9 '3 2xi-eI _ �'�• iT 2x5 5aE elE2E2 c L Uf'�3 E5L FC-EZ 5TZE55.E='i rCxx%51 i-y LG3T 3=_d5p.=L o<J05 = G7q 2)ZxE 5�C� 0 . =T,Jilc:\'3 C-LT_Z':i-r 55>ra•ND. FG 5�"===c:=__ ��-_: , < •, _ ?r CE.`sL'O?w.N=z:ZD I%-li7a J5 nU- 5�L2ryJ.�i'.y Sv rL=:. 'U°+a;pJZSZ$ -- _-' it) (a)i 3/d'x zv6 YIGFGLI-J%98• O _ n 'y �` 5' (�2)i 3/d-x 7 V6 Yac -LL>:3 �y ram• JGET=>\3=_- a_-:!,1\.V-CZ�51C-\4\T=xiL\n�4V0-<:\,�'i{.-N\�___.\! ,^,\'i'-_i..Z T,^,'__ = 1�,i 'S 55\5>TT.>C-= - t_A (21i3/d'.x3 V-MI�iGL'1•"- r. N ,C";Z L c.E_c2\^.i5= y w U xG GN LZ>\v�'c-5 J a -Zxl05FF=L'2 311 x r-/ MICRc'LL-- 2\t0 E^o.E2 r Dam/D—,b., . =3Cx E-^L'>_J7'ET >N__c:AT _• <�:=7Y.t�T___ - yd'MIGRoff, 11 _x n 1•L'M i/-ljVZCL.ati_ Dais/Ra•,i,.d by �N LT,G\5 c3)13/ B 22 )Zx10 3%=dE2 I z-IB-CIC R, (3)2xTG 5 01_2 1-4-07 . EXISTING CONDITIONS: is ,1-/"x II-,,a- _ .\\ -2•p7 _`v-i-E\voZ:L TL FIT\\IiN S.\'SiN\3 LLNDTIL,xS�\\�kY i.^-S=�Z=GZ,`MEO=xL--Ei3.i-=L:.V ii--iOZ '13/a'\fl:/E'YJ,�.Z'LL>M5 _ —"S F'_yy>xL L:r=•='LY Y:x T-_\\L'2:\tT-! _?\�f'1Lx5:Z\\'L`<<.'J55 ci nEZNl55 5?. u ;3)2,v^p=GF ct=2 . L:x.S 3-rt-Y_>1"aLT_�.•_EC cZ_Cx-�Z-r_;Nx\\2'�xG 5"r°C\\•x'=a.rr.5 ZC-iT,'r E..__xr 5E ' a Zs cLxWZE7xi ` '.=< : - _ix5iiLv �� CNCT LxS.ri <Lc_NcT:^vc=L _ 3i>aLLFCiZro S \\tOxGC OR ,.;3xL3 5337 ANT_ncu-Nv3J51VELiE1•>nO.xS CF :E 5v5nx�F�gJr.>nc r.-_a\nE2 S.\J''CCu<=CT\\r,F �• UIOxIi GQ\\5:x;. \U. �5i.U::T,\ .�_STNS_Z ^.\x ESY--,NC°-= ZUxC.xL\W'N 1 \v6xS G<\vExi3 34 si 1 3/a'x Il7/E'MIc2,J'>>M5 "JGR'JLL>+"5 CF E-T. =T. ENCGL:\-ZSC LUZU CCxE-<_!1cx Tr,>iLt!_c C~x55 Nx 1+.5 7:Xx LZ CCNS<U_4::x r'E v- The MZO GROUP E 9 = OF an Nr OIO Il m M ❑ ❑ _ - vie _- J I I— L -�',p= 7 �':, a � �1 ,. 'ram'' � \Y\�� �.`�L• t2 "1 lRi 4� 7 = ; H - FRAMING NOTES: LEGEND: rccv\uv>I= .iouaT.'zeERavcow_=_--a2,—vSTc.5ru-1:2=_rls.NcT F2��-,INGMEMBER \ - N�k%\�=D iO 51t0\vE C'H N:nIGVIl F21:N'G 5'°"2nT AND.02 COnNE TG-<c:%A=r TOCG—E jCi T-- - 21 . =<ar+vG.a==r<a��G,oa_-:, c OV_2FRAMED MEMBER -------- JCaELE CODE.CGNEIETEMNGYI=D.tiLSNMENi+\D COY15lITVJN? FLU5H B�.h'i JL JL A -✓,� TG,'-r � a r,\ :7�LZT<+r.,,�- -,,:.� BEAM SCHEDULE.^.20PPED cd -C0NT2I R;,^G 2 5HAL.NUT 5--LE T-S CR+\\\NG FOR--=� arN ITGN OF:2G n 25 POST ABOVE 5M5E C2 CO_Ni<+"y\ ® ID DE5C21�nCN a . = I\cG2 HINGE�s G2 SCTCN'S=C<04 EN-ON-IN:HE:G:r=. POST OI4 (9 2N1G=FF ki=2 - .I\YC1wC-IN�Or hNCGNas-=NC=Ea-cTO-5ROu5H7 TD Tl=`LD=CTS+rNrpu J015THANGER A 02. (227,250=k,E2 . -F_D <JCiST w--'=5 CE unu'!CGTS I IG C$.IN1E5E/'T-E21\a55 ND--D. - OE cZ 1 314'X o 1/n MLCROLL-5 . '-1\a1 SPJcl —0c, ;+- Ei46\'G E=i:/A=N 51 ,CTl2 rO FCU,Nv+iUV. WALL/PLUMBING A30VE 21-/n'N S v1 rIC2GLL-5 _ OCf_EILLJ0BT55ELG\\•G+<ii'GNE W2a_L:L\MH_'ClErS. GS (2)2X105%F_iE2 - C� iv`vGE rID-E^.aN E2L(y\'5 IT aLL:a.NS C\r_2,0-C'. 05 72\105r k1E2 w " -%uw:E C'tF_L=JCGT5 A ILL ECE5 D.7 Gv NING5.lNlz5s Dr.,Mk EE NC'=D C< )2N5 5?7-kIE2 3 -<O\�5(ry 2N9 H_aOE25+i ILL\\N2(T\E+NO DCOZ UNL_EOiI!52\\GS N��ED - 05.4 (�,2x55�k1.2 _ - u-j\r-LUMEE25EOP 25,:IF-=E_2 r9_ur.N F51. 07 (2)2. 5=kIE2 IN:'aL'.JO15T 5E-<EE FLOCK JOST(+.9)+-=3E30-,-<_.i2+CE M+R:=.+\: G74 .,2N2 Sc_k1E2 Eli_iUt,O,NE "CSH:E'E2anD E_aM5 aND. -F_.,.G.\'Y5T5 MUST c' i0 (D)15,a'\7 Vc'KGrv-L.+r.- _ w i ;ICRC'_L- ,s 12 (i)1 3/d' �ICROLL+. \ =_D:1 SEND'-Tmc a NET+LITGNYJET EE-__�\1s .�2 -'E\�N55v\\'G".r. is '-2NiG 5FF kiE2 _ O �;i ��:_ i=;INS 15iFh5Z. G till 5 W X S LG'MICR0-- �5 U .0S=T.WA\s=2 -snc�\I=C2:==i5N NTNTC ".INC <E NOT 1_N2_ENl.,:DNTo-.:TOi T,--._ i',4 (li -INSEv _ rE5R5 ESNG T'C-EG. = i5)2uO 57F kik2- N caNSL 12c�rCT rr i2)2XiG 5%F.-^a 'O\\'__✓\=- - 2,1 E/n'\11 V_MIG2'JLL4115 v D,1k i nk by _DNi21-^ ciO\IOE =DNE vNs T_GR EaJIL Jcr-THIN T :_ r=�r�= _-, 4 -19/ss7v-MICRGLL+ 1I-20-06R A+ 2 i.)1 5/c N ii VG' CRGLI�N"15 Da m/Rn,M by .GNNECTG\5. 1_ _ � B :;3 c=l 2v0 arF-IEl 12.M06 1-4-07 s EXISTING CONDITIONS "'TE'�'GRD'-°r' 1-zr,-u7 g m i 5/6 s it 7.2-07 \\HE'=_T-=_0•C<.IE T„nT\rrN SUEA\G�NDGGNS \\�k:T_kE r2=_<• EY L--E25.Tn=_CNT CiC2 ' _ 7) fi =_ILL _.I\'C .n"_—YJON T-E\\C2:o-H5U_=Cf1•NCrICN572 wl-<<.'�.V_=_r Ea\Ico__CF_.. ✓ lE)2xC 5cF k1E2 uN=--=OF+Gv T- <-ED C--CON=2 C.\\2'TN:k.--.C\\'E2-1 ME IZ S.IL-NOT:E >✓ \A 6X2E GZ U90NL 2EDU2EC, ^G_ -I\E r.?<_;Ei -_5i2i^TrvE-ETN3 -TO,v�5TC-ITE CCNCE�= - \�tON-00R N�2NG5 _N4N1bNCGN:fTON-r-_.=C\\NE2I_NGT F2DVCEC _J`�TITIC\C2:�--"^2-+'TN'EE"CNv i-IT\\'-IC.H I. . AN=--E2vIT N_=CP-:=EN=T\^F{LIT\'INC'T:-=P\N=2DC5°NCiCCNR-Ci014 - JOB 533.7 \\eo 25G<\b6 i5 NO. Tr=1201,T_'<Or'E c TO G'.ZF - (2)1 5/G'X it CC\:1 i ONE. O\\N52 L I--'�F 5O=2EE�''N55r T!.N_!'FN'S THE COST K rvI\C_N SEAS__C2 35 (3)1 3/G'x T.7/_ -:LTGN�552\KE <C=f Cr 41ry.:O21y LnaNCMN A\rIL - \dONE _ F2 5\DA\_2=:G_<\ \ r N r.r. CU.'L-C=aN5_N n- I♦C2 \ -ION L C�E�. The MZO GROUP D J• 41 I - _Ll ------------------------------------------------------------------------- L($0 a/< ;r d 7 7 - - t 4-J 2ZAMING—DOTES: LEGEND: -TaS r-:5z—r__<=-?7zzz 4:TPJNO.PT-ecE=Lsn:,DvcE-FOz<.-Nc;w=E , ZE TENT FR�'<'JNG MEMBER . NTE\DEO TG 3F+C\b E:L-1kG\.ICJ:L%2:rn'S ELS"cNi?\O.OkLCNM=OT072=OJ'cOTO CON3T<ULi_rN= OVi=2FRAl"IED MEMBER ________ <:-„Ns.::fcn�iD:F%LLc4?L LaoE.LL,\�L;'\�\11ti rN=_4\aL:=o.tiry v�'.\'D LrFG:!wiNJN O% JL JL JL EVL-\\C<< FLUSH BEAM EEr<xronE._xwi.�— CLE:z.aVL %oz--E\1c<'s OF crrsz T<+oEe.=no.-vE\a+vcio_aY - - DROPPEDBEAM/HEADER -- --�-I�- BEAM SCHEDULE cd ;,\T<=ORE-i1\L�SL:_T:L-i2:\\5\'GF 2iF.E:iL+YVC 4+r'i\��=r3?20'z CJ���r<:"�\'G ' `- < POST ABOVE ® ID R42S 710N -_-==-=:Nc,r-:�-F�:ca�:<rs-E-c`-��r•,ins..<=_._ror.==�caas.=��:�L:.,us•.n .__ EE=rn3=^z orE.vao�E.n, Ic--E. POST '■ c (s z��o s?r��� p-1 a, (3)2v0 5-=iE2 .Y D =:uO'S c2 w Ova-ENCL+ TO 5zC -L T a+z-r m\aoN. JOIST 'A' GER JL 02 (2)2\l2 s=%=1P2 :1 F_G' JL+=_ -T_-°«n-Y..'--JCC-iE S iE.-.L.U\_==�T4Ei\wEE NTicJ. - ....... ' <\ -Dr ELCLCN r,:LL===:aw can„r uc"s u r=io Fcuuc•xc wALVPLUMBING ABOV D3 (2's/a X s va „c2oLLa =--S \V::2if1ON G:2t�\1 K15r5, - - 03A i 3/a'X S va r'ICRDLLa`15 ! r �-= JC 3 E r 06 2 2XIC 5GF=IE2 •�'" rir-5=:N BdC'C- r AT :—I SiiN:CY= IaZ'. 05 210C <C\+CE CCIJE'E -T5 AT ILL S'0E5 CF:J.OOE\4\G- -:=SLr>•:E2\\FEn O. 05 - s\ncEi2i 2�-_:r<SATALLWICC\':5:\QOGOc UNLESSOTY.ER\NSE NOTED. OS-a (2)2X5 SGF=1=2 fr _ O F-E<=:=-.E=U,-ti' D7 - _ h�l _ <2`C^=GF=1E2 YtST'l•VS.� ?G=:�\: 07A -2X=;'=1E2 II ' ES��T�vSF_GO2_ Tr-=T`= r_.t+uC\E-<%v E.ELDER O- < =-c"`. 10 2)13/a'X T Va'n'C20LL—1 a4Y C<—ZE 3u5 =-:"E YUvT Pz i-<OU:y EC! _2_4\U?A,"J-'E-<5 V i1 (2)1_/a-X _:cr-A O\:= �_��:Gf\>NST:_:T Si _ILN O\\_-'FO<:1:N.\E==<�\\'OO: _ (v)2V;Oc - ^ L'• - a i1 3/d'X 9'vL'mJ:20L.-A-5 -JOST-:NSE-,3=R:5'G\\a:=O:DES.GN O\1Y..:\C::ZE NCf.L-IXCLUSV=.C'J\ITc:,:'C'<TO Biz: ;LA (2 'X 3 VG'�J�20LLA� j •XC_za r_<.J� _YFGz E� c EE1\V,:;T'C'- 13 (32a;05rc_ _ON=v_T-4;{-T:<_.°=,."VY-=-0Ev .,==�z�,c<5T2J_�_<.._�E"`SNOT=cLFC=.LY g _i-- r .'.--�__^ r r r. (3)2X10 5GF__. D CN C2-\\LVSE._ i2 (31 i 3/L'X it \Y S+U5E,=� _CONNEGOZ:i_;._:n-iC-�ST:NC EE+".TO.EE%.� (2)2X105GF=i=2. Dare/D.—b}' v\GE'J+'%30NEv^n\3iE«_•, RIM _-__00-06 ET H'NSE25:T:LL=_L'5',< - i�. (2113/4"X1"v C20LL�" 2 . U+m/Rcriced be g -- (3)i 3.G'X ii 1G'YIC20LL�`:15 i2)2\iC 5GF=i=2 1?-18-()G•. r .. 23 (3)2�.0 5r_2,E: - 1-4-07 — EXISTING CONDITIONS: 24 (2)f 3.s X S ba'IZ20LL 1-26_07 . (;I;3/a'X V.O/_n'C20LLx a . i;)i3/a'X l /_nCz^L 1r=' 2-2-07 n =1=-< S E":2 FU_LY:\OCLY-E-LY Ni-E\1AFC\\:Y 5Jc"Lo\;ArONE:M\\C::vNE=zCT-=,\N°=°--i1E \ - -- - <% (3 2uo sr�E2 30 W6X2c G<\\•iG\i� =Lt - -Oi-Cz-L•y:,EC Z"TE 'L\i TC I��i=�iwS:T_LC\C 2 _ WCX_00k\Y2\C3 �El l) s _V:\_\\\_�\Q✓r_A\5 -dEO\V\E ._�\.<..CVC_!._L4=V-.-IL\ \FOo�:-IC\S_Y_N_-.rA. 1L=E _ WOx�i02\V2N a (,o. 5337 9YrcC,X-�:L9n•E'.ESE.v:�LNS C'""E ENSNS c:LUtt:NC TFE:�1,uE2 CO°S NOTCa\-iZ:CT\1r: 3 w-NZ=CR\vE.Xi= =-�!:JT°_T_<_T:=-TC�--_<"MDE3TVCr\'E=5r4\>_<-O Im=-S:TE CONcE 'J iuvXvC\\\ - - L:\ATO\'3.T"EC\\«'dc 5r J`a=5_"==E %C,\:=n_TYNLLUCN5 cr_':/=Tr L'-:.w-4_-'i\4C=a Z -- (<iy-/a-X r�7/o nL20LLITS . (5)1 3/1 X ii_/_MIc2DLL F 3 T .' \ <:J-U\:\L\\a O.LLV.;EaLE,CO\Crtt^.V= _ (=)13/G'\.. ENLL_b_c-C._.\•o.Jr\='A_l_\ <_._�:_-:NL25 NT-'E CE15u O2 OO\STR.CTYu� ._ <„Jc_i. - The MZO,GROUP P l _ ________________________________________________________________t . N C •. _ ij5iT I 1 1 1 I I I 1 I I I _ / _ • a , , , . I 1 I w---- ------ I I , ' t r- , ____ _ �____ __ _ _ ____ ____ ___ __ _ _ ______ _____ - � i f-I +1 t+_LL 7 7 l 4 . V) c.1 FRAMING NOTES: LEGEND: 1 T..So:^\u\CIs-Ca+c-r_zI.:S ENT ATCN o-T.vC=_-0 Vv:E Tr+a<+-1\c- rr_nGT =Rar•11NG r_i=mBER \/ nae\o T05=Cw E•CH even VjAL<+�xNS EL�ZNT ANr, CcNNECTce 2Cj�o Te cau51 ljc:T H- OVE2FRAI"1=D 1"i=f-'13ER -------- -wNG-rCca;ns rD-%?JCA:LE coDE CaNElS�,\u=:a=_u\'or_-rD PLIGNnEN�-ND caNxuz_acN cF _Le-\\c2e=_vc \\<aH+LSE Iv_-J D\\r,- C rrwLcnEiTC rEC\\NE2iC__-k+LL FLUSH BEAM v J,r �r 5 uarn -zw cLE-k-\O FD2 E\\C<D=cr Ek<+rs.=\e r�Sens+v o c�Y L 1-L DROPPED BEAM/HEADER 1 1 BEAM SCHEDULE Co\ n -�\c �Trr•r<-\\ow_?CkTH=�:r_+Trvo==<+.w\3r5sEZCzsoJ\�<+w\c FOST.430VE ® I. DE ON .••-I -.c..vc�c aNC'i7<--�4Fs 0�0!✓.Ek fi=J'c= ==iC-i N�.=.c<-7T E=L.^l2 a-N_.-�=I+TCN°4vD e-vws ti^� -5N5r�aee HEr_-:r>. POST ■ -„ 's)2NiG e\�ov=-ENo-�+t TC EE Ekn��-,D T:e+ke-r,-s+Trn�C.N. JOIST, ER JL xo CBL�'> 02 JC15T3`.lE C.C.'J��5-?,r!E:\\LE NTi�. .maws-_c'JC E�e�NS-T+_cE-:ew=Ca\ss T-�HST<.'e Tttz=_TO FeuNe+Tc� bVALVPI_UI"IBING;i30VE ....... - OJEL_ -+<fYN'F--<-'`L PIT-:JOET'. 04 i 2MO SPF x 9 1/a M!C20LL4M5 , \neE`IC•-S:+u 6�GIv5-7-LL -N5 LVZ;Or: 05 HE C=GF-1E2 ('1 OVCE eC'P'=YI_Ts-T-L'sICEs O--J.C%_NINSE L'N'I EES ,ES\IEE NOTED. 06 m 5�F O_v E \--HE - J S_\\INtiO\'. -\COOOkS UNt°Es PZ;vc (2)i 1THEk\\tsE NOTcC. 05A (i)2x95� .u.=<-w\:w_'m=a eso Fr_z_T'c�5-t2,2LLlav.Sx t;iJLL+••,::-R-,L:u•;'+N��_ji5T cE2EE:r!asT'i�l3i-c ksG's,ccDT<+ r+r.S.+NY L O'/ OTA i 2"z 5===IE2 �Vi'v5 G O�s2 Ek-NC E-�s-vc. :r•O2 JO STS nUST sE O�ECu+vD\E:F:ED SY sU JE2 10 - 2)i-/d'x 7 vc'M'C20LL+Y5 _ 3/4'X-'vG';•uC ZOLL+ S r, cC'3`1•'E.\D+YVE. 12 (Z i_/4'\ ✓G'M'C20LL+-•�5 O \ -n-NS-.:TI�ckES^aC-i ONE cG-�aNG usT+1-SON HEST SE?Oa_A'\S:;F a+J._NG:\_-u\\ is (=)DaO Sr.-:iE2 O L i 5/d-x S MVZOLL�,5 •-;OET-+\r<S-FE-01\NF<cE=GN I\-l'C\:'.-\C Z5 NCT—•4VCLVSn=.C'J.vTk-_-i<i05zE �y ' l4A (2);S/a'x S 1/c 1.4-diul"15 r •^.NSLiT 5) >2\YJ 5 FIE; i (3)1 j/1 X it-/a'MIC20LLA IS ;n\i-C iG2 TC nE+\Y 54-"H YFr__.r.\.\=za-i-____ .-TC._/..ET-\'e_E TC-EE-,. iA j])2\"i0 5GF ciE2 (�+Ic/Umwn bl. GNNE�CNS. _ /.., :2 -1 VC20.—,-S 1I-2U-116R\I scNN=c r\E io i>i 5/a'x 'c m G20 D li ire-r,C20'1•\M5 ate/8rvi<cA br 8 -- -2uC 5vF=E2 1 v-18•U6 -EXISTING CONDITIONS: ;`/ +-'S 2 z o7 2a 'N s cL 5/d-xnT 1C20LL+r:S 1-26-U7 (2)15/4'x n wa ncC_-: fi _H-_FV_L•-- --`:-01 T._\kv4\keT -JCH_CN:fi O\E 2\\c- UN-E -_NMS_ 2J �/i.\-iCS x -L5\:---%Cl.C�'-_Y- .'C2_� 2 CCN=: C e\\\F.MN5 6Y.F C\1'N.a i.F :G \v5x25 C:Z\\aO\•_l ^V<cT0%.<FOk- _H-VSOL{-. <OE_�J!TnEG51NC-C'TC nv-SIG-_ NCE- Ok 5 WCN50 Gk\V,2.\45 JOBQ J\zap\NCCv nCNs.I T-EC\\5NE2 E_N2-'SbCErCunEST-TICNczN:�a TONE-z;Nc:..TOFC Is - VIOXii02zw2x72 5337 N\5 nYiN-6\5�U I v E OS5Ek\1-11CNS C EN5T NC--CLIP,t; CCES I C T C: 3m \vcx25 or wa"!= ---c:�7T:!,'T.r.-<C•THEiE TC%E2-G:`S C=s_'lt C1.\,E T=5TN5 C l:\h'TC\\N - j2)i_/1"x li 7/a iiCi',JL�Mu _- FC-•+w54\_—_i\�[_„< _S _ (�1:✓G-x T-/_MI�z�LLa.�S.0=cU 4 SCOLNrcv ^<Na:LNsi�CuC\ -T c__.¢_d-_��N T.-:E C:CGNE�_:G t:L'CT,Cx -.Alt The MZO GROUP STRUCTURAL :'115C=_ANIEOUS `c UNLESS OTHER\!.SSE NOTED.PROVIDE: �DESIGN L04D5 ASSUM,ED ON DR4\VINGS INSULATION R-19 IN�_EXTERIOR WALLS -LOOR @ LIVING SPACE- 40 P.S.F.LIVEAO PS.F.DEAD LS(2 X 6 STUD CONSTRUGT10N7. 5 _ I\5ULATIGN R-13 IN ALL EXTERIOR WALLS(2 X 4 STUD CONSTRUCTION). ^ l_'OOR @ SLEEPING SPACE- 30 P.S.F.LIVE/i0 G.S.F.DEAD F-' ATTIC FLOOR(LTG.STOPA.G=)- 20 P.S.F.LIVEAO P.S.F.DEAD .2-i9 IN F-GCRS OVER UNHEATED SPACES. BALCONIES E DECKS- 60 P.5.F.UVEAO P.S.F.DEAD 2-30 IN.ALL CEILINGS. � ROO=- 35 P.E.F.L IVEAC P,5.F.DEAD R-i0 UNDER SLABS ON GRADE:48•IN FROM OR 43'DOWN INSIDE FACE OF FROST WALL TO ISOLATE SLAB FROM EXTERIOR i SO'L BE-RING C.4G4CITY- ASSUMED TO BE,`91V.1.3 TONS/SQ..-- AND CONCRETE WALL. T. VAPOR BARRI=2-INSTALL A 4 MIL.POLYETHYLENE VAPOR BARRIER ON THE\VARM SIDE OF ALL IN5IDLT OION. i z .ALLOWABLE DE=L=CTION (FLOOR) 5LAS5-DOUBLE INSULATING GLA55 AT ALL EXTERIOR GLA55 AREAS E TEMPERED GLASS IN ALL SLIDING GLASS DOORS 8 6 -`tr, W-TH GYPSUM CEILING 3ELG\-V L/360 \\IN'O6WE LES5 THAN 18'A30VE THE FLOOR ORANY PLATFORMS. CH=G<LOCAL CODES FOR GLAZING REO 9R5r_lENT5. h _ NO GYPSUM GELLING 3EL0\V V240 (SE=MASS.STATE BUILDING COD=S=GTICNS 3G03.20.4.i ANG 3603.20.4.2 FOR SAFETY GLAZING) l,/NOT E: DESIGN_OADS AND SITE CONDITIONS SHOULD BE VERIFIED WITH LOCAL BUILDING CODES AND OFF'GIaLS. BPECLAL 3a===VENTS SP.4L!BE'NST4_LED IN,ALL RAFTER 3AY5 AS �'I PER ANUFALTUR_R'5 DETAILS TO PROVIDE FREE.4'R F_OW FOR O --ONDITIONS SUCH AS Sc15?'ll .SNO\V,WIN 2 HYv GSA ! LOADIN MAY =QL'I c GR0-=8SION�L =VI \V. ATTIC VENTILATION. IT 5iALL BE CONTINUOUS IN ALL SLOPING GEE UNGS.IkNDA MINIMUM OF ONE LENGTH(48")AT.ALL - EAVES. \ 1.-HE SOIL BEARING\ALUE HAS BEEN ASSUMED AT",1/2 TON5/5.=. THE CONTRACTOR 5HALL VERIFY TF-,IS VALUE AT J THE Tl�-E OF EXCAVATION AND SHALL NOTIFY 1 HE ARCHITECT THAT IT 15 READY FOR INSPECTION 02 FOR REV:SION!F \._ , _NTING--E4VE -i 1/2`GONTI\L'OS SCREENED SOFFIT V=!NT, z o UNCERTAIN CONCRETE WORK A:2E FOUND TO EXIST. -RIDGE/GABLE-CORA.VENT,A5 SHOWN OR GABLE VENT,LOUVERED ? CONCRETE\VGRK SHALL NSTRU TI TO A iERIC,4N CONCRETE INSTITUTE'GUIDE TO R_5:DENT64:. SIZED ON DRAWINGS. � OTHER .\-GLACE CONCRETE CONSTRUCTION'REPORT B ILDIN! CO SERA L -- 3.OTHER CONCRETE ST.a\DARD5,�5 REQUIRED BY THE BUILDING CODE SUCH.-i5 AG 3to-95;318.1-89 ALL BAT-i ROOr15 SHALL 3E PROVIDED WITH r',ECH:NICAL VENTILATION IN A.CCORDA.NCE\vITH SECTION 3603.6.2 - z 5H4_L,APPLY TO THE CONSTRUCTION OF THIS RESIDENCE FOUNDATION. 4.REINFORCING STEEL SHALL CONFORM TO ASTMM A616,GRADE 60,AND\VELDED\WIRE FABRC SHALL MEET ! ASTM Ai85 SPECIFICATIONS. EXTERIOR GRADE SHALL SLOPE 1/2'PER FOOT FROM BUILDING FORA MIN.OF 0-0 AWAY 3.FOOTING CENTER LINES SHALL BE CENTERED UNDER THE CENTER LINE OF COLUMNS. - P 6.DET,AL,NG.FABRICATIONAND PLACEMENT OF ALLRE-BAR SHALL CONFORM TO,AGI 315-EC.5P66 M,ANUAL. LLS -FIBERGLASS SILL SEALER 1/2'X 0'.7.IF WATER OCCURS\VTHIN THE EXCAVATION,IT SHALL BE DE\V.ATERED B=FORE PLACING OF CONCRETE. �„ DE\VATERING SHELL BE DONE IN A MANNER THAT WILL PREVENT THE FLOW OF FINE GRAIN SOIL. ALL EXPOSED INSULATION MATERIALS INCLUDING FACINGS.VAPOR BARRIERS,OR BREATHER GAPERS SHALL CONFORM TO THE FLAME SPREAD,S,'COKE DEVc O? /1 y� \a I 8.THE BOTTOM OF ALL EXCAVATIONS FOR FOOTINGS SHALL BE TAMPED TO DISPOSE OF ALL LOOSE MATERIAL BEFORE AND CRITICAL:RADIANT FLUX REQUIRE,MENT5 OF THE M.A.55.5TATE BUILDING CODE SECTIONS 360339.1 THROUGH 3603.119.4 /� \ � �\,i •� THE CONCRETE 15 PLACED. COMPACTION SHOULD NOT EXCEED THE NATURAL DENSITY OF THE SOIL. A 9.ALL CONCRETE FORMWORK SI-IALL BE PROPERLY CONSTRUCTED AND WELL BRACED TO PRODUCE PLUMB,5 T RAJGHT. LEVEL.A,ND TRUE SURFACES. BO\MED,PILLO\VED AND IRREGU!AR WALL SURFACES WILL NOT 3E ACCEPTED AND. MAY REQUIRE REMOVAL AND RECONSTRUCTION BY THE FORM,CONTRACTOR AT HIS EXPENSE IF DRECTED BY THE GARAGE&BOILER AREAS-5/8'F.C.SHEET ROCK ON CEILING @HEATER.AREA AND ON''\VALLS AND CEILINGS BETWEEN ARCHITECT AND THE O\VNER. GARAGE AND LIVING AREAS. r `�'© ✓ 10.THE FOUNDATION WALLS SHALL NOT BE BAC:KFILLED UNTIL THE FIRST FLOOR DECK 15 IN PLACE TO BRACE WALL. DAMAGED\VALLS\WILL BE REPLACED AT THE CONTRACTORS EXPENSE IF BACKFILLING IS DONE\V -IOUT THE FLOOR P iIN4`:UM STAR TREAD IS Or,M,AKIMUM RISER IS 5 1/4 IN PLACE. MIND`;UYI 5TA12 WIDTH IS 3'-O'CLEAR Ii.STRUCTURAL STEEL SHALL BE A5TM A36 AND SHALL BE PAINTED ONE SHOP COAT OF METAL PRIMER. BOLTS ALL HANDRAJL5 AND GUARDRAILS SHALL CONFORM TO MASS STATE BUILDING CODE SECTIONS THROUGH 3603.14.1 THRUUGH 3603.1=.2.2 •`;>,`\x` \ \ n),`f SHALL BE AST,"i.4325..AN'GH02 BOLTS SHALL BE•ASTM!.4.307. ,YrAIN ENTRANCE DOOR SHALL BE MINIMUM 30 WIDE. 12.'LOLLY'COLUMN5 SHALL 3E SCHEDULE^O PIPE ASTM A53 GRADE B 3 1/2'DIAMETER OR STEEL TUBES 3'X ALL EGRESS DOORS SHALL NOT BE LESS THAN 6'-6'IN HEIGHT. 3'X i/^ PAINT ONE SHOP COAT METALPRIMER-2 MILS THICK.(JNLE55 OTH=2WI5E NOTED) FIRE PROTECTION SYSTEMS SHALL BE I\ACCORDANCE TO T'rIE M,ASS.STATE BUILDING CODE SECTION'S 3603.16.1 THROUGH 3603.16.13. 13.'MICROLLAI-I'LUMMBER SHALL BE AS MANUFACTURED BY TRUS JOIST CORP.,BOISE.ID TRUSSED FLOOR JOISTS SHALL BE BY TRU5 JOIST CORP..WOOD FABRICATORS,INC..OR OTHER FABRICATOR APPROVED BY THE PROVIDE A MINIMUM 0=48"\VIDE X 42-DEEP LEVEL PLATFORM AT ALL E,\i ER102 OF ALL EXIT DOORS .ARCHITECT. METAL FASTENERS FOR WOOD MEMBERS SHALL BE AS MFG.BY THE SIMPSON CO.."STRONG TIE'OR EQUAL APPROVED 3Y TH=,ARCHITECT. IN ADDITION TO DOORS AND PANELS SHOWN ON DRA\VNG PROVIDE ATTIC ACCESS PANELS TO ALL ATTIC,4REA_GREATER THAN 36 CLEAR HEIGHT C� 14.UNLESS OTHERWISE NOTED.PROVIDE A 2'NOM.WOOD SILL OF APPROPRIATE WIDTH BOLTED TO THE TOP FLANGE (MIN.ATTIC ACCESS PANEL 22-MIN.WIDE BY 30-HIGH) OF,AL_STEEL BEA;,15 W'ITH 3/8'DIA BOLTS STAGGERED AT 2-0'O.C. RIGIDLY FASTEN ALL CONNECTING 2AFTERS •r( AND JOISTS. A!R INIFILTR4"IIGN AND MOISTURE CONTROL ' FOOTINGS -20'X 10'CONT.OR AS NOTED. STEP FOOTINGS TO BE MIN.1 VERTICAL ON 3 HORIZONTAL. A'2 LEAKA.;E FOR ALL BUILDINGS SHALL BE CONTROLLED AT OPENINGS IN THE EXTERIOR BUILDING ENVELOPE AS PER 5EG. \MALLS:MINIMUM 8'3ET\vE=N FINISH GRADE AND TOP OF FOU�VDATiO\'\VALE. J4.3 THROUGH J4.3.4 OF THE M!ASS.STATE BUILDING CODE.CAULKING.GASKETING.\ EATHERSTRIPPING.FOAMING OR OTHER SEALING IS -FINISH GRADE TO SLOPE.AWAY FROM FOUNDATION. REQUIRED TO LIMIT INFILTRATION: AROUND\vINDOw AND DOOR FRAMES:SOLE PLATES A�\'D STRUCTURAL FL002-2AMING JOINTS: -lO'THICK CONCRETE-10',ABOVE FOOTING OR A5 VOTED. AROUND OPENINGS FOR PLUMBING,ELECTRICITY.TELEPHONE AND GAS LINES IN\MALLS FLOORS AND CEILINGS:AT MUDSILL IN - WITH 3/4'AGGREGATE CONDITIONED EASEMENTS OR CRAWLSPAC=S AND AT ALL OTHER OPENINGS IN EXTERIOR BUILDING ENVELOPE. ELECTRIC OUTLET 3000 G.S.I. 28 DAY STRcNGTH ( ) E G_A.T=GASKETS SHALL BE INSTALLED ON ALL RECEPTACLE,SWITCH OR OTHER ELECTRICAL BOXES IN EXTERIOR AND INTERIOR\VALL5. .SLABS ON GRADE-3000 P.S.I.(28 DAY STRENGTH)ON,"TIN.6'SAND OR GRAVEL FILL WITH 6X6-\V.4 X\Vi.^_WELDED WIRE THE ENT IRE 5 T RUGTUR=51HALL BE WRAPPED\WITH THE 7YVEl, INFILTRATION BARRIER TO FORM A CONTINUOUS BARRIER\VITH O FABRIC. MINIMUM 8"OV=RLAP5 AT JOINTS. TWEK SHOULD COMPLETELY COVER ALL COMPONENT PARTS OF THE STRUCTURE.STAPLED TO FOOTINGS SHALL BE PLACED GN UNDISTURBED OR ENGINEERED FILL TO A DEPTH REQUIRED BY LOCAL BUILDING CODES SHEATHING AT 30'O.C.AND WRAPPED TO INSIDE OF DOOR AND WINDOW OPENINGS. SEE MANUFACTURERS INSTRUCTIONS FOR .AND FROST CONDITIONS OR DEEPER IF SHOWN. FU2TH=21NFORMATION.(OR,4PPLIGABL=STATE ENERGY CODE) UN2=IN,=ORCED\VALLS SHALL SUPPORT A MAXIMUM OF 7-O'UNBALANCED FILL.DAMiPGROOFING(BASEMENTS)-TWO COATS OF ASPHALTIC COATING COMPOUND. FELTS SHALL BE ORGANIC FIBER B.AS=SATURATED\WITH BITUMEN WEIGHING 14-15 L35.PER SQUARE. STRIPS OF FELT 8' WATERPROOFING(I-HABITABLE SPACES BELOW'GRADE)-T\u0 PLY-HOT MOPPED FELT MEMBRANE\VAT=RG200 BE WDE SI-:.'`L BE INSTALLED AT HEADS ANG JAMBS OF\VINDOWS AND DOORS JU5T PRIOR TO IN5TALLATION OF EXTERIOR TRIM. USE ON FOUNDATION'DRAIN-INSTALLEA 6'PERFORATED DRAIN TILE AT PERIMETER OF B,aS=MENT. TOPS OF JOT TS TO 6= ROOF OR S'DEW!ALL5 NOT RECOMMENDED. PROVIDE ROOF UNDERL.AYMENT AS REQUIRED BY SHINGLE MANUFACTURER ' \ COV=RED\!•/ITH i5k F=LT?ND A MINIMUMi OF i8"CO.>.RSE STONE 02 GRAVEL SLAPE T1L=3/16'GER FOOT TO � V PO:N, OF DISCHARGE. =LASHING TERMITE PROTECTION-.A5 REQUIRED BY LOCAL CODES. .ANCHOR BOLT-i/2'X 17.ANCI=02 BOLTS @ 6'-O'O.C.rVJD NOT MORE THAN 17 FROM CORNER GENERAL FL ASH'ING SHALL BE ALUMINUM.pig INCHES THICK.OU2ANODIC BRONZE OR BRO\VN FINISH,UNLESS NOTED JOST HANGERS-STANDARD H.\V.18 GAUGE METAL.. OTHER\VISE. SPECIAL FOUNDATIONS AND FOOTINGS AS SHOWN. ROOF FLASHING SHALL BE ALUMINUM.013-INCHES WITH DURA.NODIG BRONZE TONE OR BROWN FINISH AND USED I W-iEREVER FLASHING WILL BE EXPOSED SUCH 1 A5 AT VALLEYS,51DEWALLS CAP,A.ND BASE AND THE LKE. CARPENTRY CHL,N=Y CAP AND SASE FLASHING SHALL BE 3 LB.HARD LEAD. VJ FRAMING LUMBER VENT, ND P FL IN IPE ASHG5 SHALL BE OF PR=FORM=D NEOPRENE.S MANUFACTURED • CTURED BY DUPONT,DOW CHEMICAL OR +J A EQUAL. FLASHING, F SHALL CON515T O FABRICATED FLANGE ANDLAF FLASHING. A 0 STUDS-NO.3 OR STANDARD"STUD"GRADE. STEP FLASHING: BASE FLASHING SHALL EXTEND ONTO ROOF AND UP THE SURFACE OF T.-iE ADJOINING CONSTRUCTIO N A JOISTS 6 RAFT II ER=-E=1.200.000?.5.1./FB=850 P.S.I. MINIMUM OF 4"..THE UPPER EDGE OF THE BASE FLASHING SHALL EXTEND A MINIMUM OF 2'A60V=THE NEXT COURSE �7 BEAMS E GI2T5-E=1,200.000?.5.1./F3=850 P5.1. OF SHINGLES AND THE LOWER EDGE SHALL BE 1/2'ABOVE THE BUTS OF THE SHINGLE COVERING IT:PROVIDING-A 1'/I ST..4!R STRINGERS-NO.1 GRAPE. MINIMUM OF 1 1/2'OVER'-AP OF FLASHING COURSES. CAP FLASHING SHALL EXTEND END DO\VN OVER BASE F�HING A MINIMUM OF='. THE STEPS IN CAP FLASHING SHOULD NOT EXCEED 8'AND LAPS SHALL BE A MINIMUM OF 3`. ALL r•,1 UNLESS OTHER\VIS=NOTED.PROVIDE: SEAMS SHA_'_OVERLAP IN DIRECTION OF FLO\\,. A)DOUBLE HEADER J015TS 9 TRIMMERS @ ALL FLOOR OPENINGS. PROVIDE ICE AND WATER SHIELD(W.R.GRACE-31TUTHENE.OR EQUAL)MINIMUM OF 3e\VIDE AT ALL PENES.VALLEYS.AND AT ROOFAVALL INTERSECTIONS. B)DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS. C)1 X 3 GROSS,BRIDGNG IN EACH JOI5T BAY @ SPANS OVER 10-0'. I(, G_=ASE VOTE: _ FLOOR CONSTRUCTION 1.Tl-'ESE GENERAL VOTES ARE PROVIDED TO EXPEDITE THE PRICING AND CONSTRUCTION OF THIS HOME. LOCAL BUILDING E GENERA_=_OORS-3/-'?LY\\OOD(C-D INT APA W/EXT.GLUE)T E G GLUED TO JOISTS. COPES AND SITE CONDITIONS MU5T BE REV lHW`ED AND MATERIALS GRA:NGED OR AMENDED AS 2EQUIRE0. uJ U 2.THE ARCHITECT CANNOT ACCEPT RESPON5131LITY rCR SP=GIFIC OJANTM=-5 02 QU.-\UTIES LISTED HEREIN. IT IS THE BATH E TO LET AREAS-U5=WATER.RESISTANCE PLYWOOD(UNDERLAYMENT C-C PLUGGED EX-7 APA)OVER RESPONSIBILITY OF THE BUILDER TO REVIEW THESE CONSTRUCTION DOCUMENTS AND CONFIRM THE SUITABILITY OF THIS V V SJ3FL002. DOUSE=0R A PARTICULAR BUILDING SITE. IN ADDITION TO THE ITEM5 LISTED.THE OWNER SHOULD SELECT FINISH MATERIALS' SUCH AS COLORS AND TYPES OF RAINTS.STAINS,TILE.CARPET.CABINETS,COUNTER TOPS AND LIGHT FIXTURES. ALSO TO BE EXTERIOR SHEATHING CONSIDERED.ARE THE HEM-\TING./COOLING SYSTEM,WIRING.PLUMBING AND EXTERIOR SITE\V02K. 3.CONTRACTOR SH-'\LL VERIFY ALL CONDITIONS AND OMENSIONS PRIOR TO BEGINNING\VGRK AND SHALL NOTIFY O\VVER OF ANY• 7E( ji' V,ALLS-72'PLY\VOOD(G-D 24/0 INT APA\WEXT.GLUE) D15CR=PANCY. CONTRACTOR SHALL BE RE5?C,.NSIBL=FGR.ANY VARIATIONS OR DEVIATIONS F20'M.THE PLANS WITHOUT WRITTEN 20OF -5/6'PLY\VOOD(C-O 24/0'N T APA\WEXT.GLUE) CC.\FI.2"L4TION FROM DE5!GNER.CONTRACTOR SHALL PROVIDE AD=QUA T=BRAONG OR OTH=R\VISE SUPPORT ALLGORTION!S OF THE STRUCTURE UNTIL ALL M=M,E=RS:{-'�VE3E=NPERM,AN=NTLYCONNECTEDTOGETF'ER. PLUMBING DViGRA+",S OR D24VdINGS S-I?JL BE P20YDED BYP_UMBiNG CONTRACTOR. HEATING/COOLING DUCT DIAGRAMS OR DRAWNGS SHALL BE PROVIDED BY THE\TER OR FI\'SI- PEATING/COOLING CONTRACTOR. HEAT L055 OR ENERGY USE CALCU!�T10�\5 SHIALL BE PROVIDED 3Y HEATING/COOLING 1 CO\TRACTOR OR OTHER PROF=SSIONAL.AS REQUIRED 3Y BUILDING OFFICIAL. TRUSS DESIGN,ENGINEERING AND PLANS SHA!L BE PROVDEG BY TPU55 MANUFACTURER MAr S STATE B_;LONG COTE SECTIONS 3503.18:3603.i8.2 AND 3603.18.3 5.E4C-i 6=7RGOM SHALL HAVE AT!-FAST ONE\,;NDO\V WITH A S'LL HEIGHT OF NO MOP=THAN 4-1-'ABOV=THE FLOOR 2-2-07 i I�PICAL TOP OF WINDOW HEIGHT 15 6'-6"FROM FLOOR. (TO MATCH DOOR HEIGHT;. GENERAL-UNLESS OTHE2\VSE INDICATED,,-LL INTERIOR WALLS 8 CEILINGS ARE TO BE COVERED\\ITH.1/2'GYG5U.M 6 A'--E`--IAUST:.ANS.RANGE HOODS AND DRYER SA' VENT TO THE CL!51DE THROUGH SHEET ME T.A,L DUCTS. CAU!`420UND A_L P=N=TRATIONS THROUGH EXTERIOR ENVELOPE. BOARD.\V.TP METAL CORNER R=I\FORCING.TAPED E SANDED. 7.AL'_\VOGD IN PERMANENT CONTACT\VITH CONCRETE OR SOIL SHALL B=PRESSURE TREATED\WITH A WATER BORNE �C10 OPTICNA_72'BLUE BOARD'\V:TH A VENEER PLASTER SYSTEM). _ 5337 I PRESERVATIVE NO. DOORS 3ET\V=EN GARAGE A•ND LIVING AR=A5 SHALL BE 20,M!N.FIRE RATED\VITH SELF-CLOSING M,ECHaNIS,''S. Gl ` The MZO GROUP O y � PRINCE CO VE LOT COVERAGE NOTES TIDAL PLANT USTr / rrO" EXISTING PROPOSED SYM BOTANICA NAME COMMON NAME QTY SIZE SPACING PRINCE BY STRUCTURES 4.7% 7.0% SHRUBS j COVE On p Ig Ilex glabra Inkberry 14 2-3 gal. 4' O.C. W �y Mp Myrica pennsylvanica Bayberry 13 2-3 gal. 4 O.C. Rr Rugosa Rose Rosa Rugoso 31 2-3 gal. 2' O.C. b y, NO N W p,N ,.. v ; ««••« DISTURBED AREA TO BE SEEDED WITH CONSERVATION MIX MEP LO ON ,� ..• i�, $ - . . . o NORTH ` SNOO Pp,GE SM 2 BAY PS K 26� f' 0 UNDERSTORY PLANTING AREAS _ SHALL BE PLANTED WITH 3 GROUPS OF 3 TO 5 SHRUBS •• + j .ohs / i/ �. OF THE FOLLOWING SPECIES: LOCUS MAP —_ i-- / �-' ;/ / SCALE: 1"=500' /`�00, ! I SYM BOTANICA NAME COMMON NAME SIZE SPACING SM' Ka Kalmia angustifolia Sheep Laurel 1 gal. 3' O.C. Va Voccmlum angustifollum Lowbush Blueberry 1 gal. 3 O.C. W CONSERVATION EASEMENT AS SHOWN ON PLAN BOOK 267 GE 10 SUFFER PLANTING AREAS a _ SHALL BE PLANTED WITH THE FOLLOWING SPECIES: /� A^',•" / / t� k.L> / -_ yes SYM BOTANICA NAME COMMON NAME SIZE SPACING P Au Arctostaphylos uva—ursi Beabberry 4 pot 12 O.C. o 0 o Cv Calluna vul eris Heather 4 �'; ; s i CATION OF 9O.C. APPROXIMATE LOCATION pot 0 (�4 �P� SM r / j ! - 0' AREAS OF PROPOSED r DERSTORY PLANTINGS l all, R)EP OASTAL 8ANfC n ' _ UPLAND- SIDE WETLAND SIDE � PROPOSED MEADOW TO BE o • / A TA B K / E 4 F MOWED NO MORE THAN ONCE PER YEAR tj SM 7 O/ti i l ti PROPOSED LIMIT OF WORK TOWN OF BARNSTABLE SINGLE ROW OF STAKED HAYBALES r COASTAL BANK MULCH j LEGEND . / °p�. N ( j'� 1� °o° �Q. PROPOSED \, j� 12" �. \ , N ( / �o S0o. MEADOW // !,s \� \� \� \ \� \� \\ \\ \\ 8" TOPSOIL UTILITY POLE `°� /�LOT 11 ;' m oo O EASTING-'SHED / .X0 I-X//�j��/��//�//�j/�/�� - 87,000f S.F. (RECORD) 'f o a TO BE REMOVED Fti ti� \\\ \ BOUND t �, �� GATE \ �F PROPOSED ORYWELL \ \/�\//�//� 73,050 S.F. (UPLAND) / �, Q� A�c• \8" TOPSOIL\\ SEPTIC MANHOLE 4' olA x s' DEEP S \. v WITH 4' OF STONE / TEST PIT H IG T o°o° i / t'c a =K< -� � � - G �J ALL AROUND / / /'- `, oo°o o _ WATER SERVICE �, Q-,�. _ o 0 o ROP . WATER VALVE Dd / / o 0o00 o LiMit �OF , O 0 o t' WORK WATER LINE —W WALl TO B� REXISTING OE LACED ING ' ° °o o } I � / C,� _� f _G TH SEGMENTAL B � � 1 `' Al2EAS 0� PRIO.POSEp \ cam? iue ' ,�O`L '. S•(P� CONCRETE BOUND VARIES GAS LINE (sEE DETAIL) , °��' 'BUFFER P .ANT1IVGS / . dP1FFE WITH DISK STONE CAP c!� S� POO 0 + GAS VALVE S / �� .' % � �. / �� Q�d? �. EQUIPMENT FOUND EXISTING STEPS y< FENCE x—X' ' PROPOSED +aQ°o TYPICAL BUFFER PLANTING DETAIL HYDRANT MITIGATION PLANTINGS •.'� . PROPOSED \., SQS /✓ 10 NOT TO SCALE (SEE PLANTING LIST) y . ° ! ADDITIONS / GATE10 SALTMARSH STAKE � 5M 1 PROPOSED LIMIT OF WORK ♦ I /' ` / .' 'r / Z DOUBLE ROW OF STAKED HAYBALES ��A HEI .'. •f: M r\ ', PROPOSED LAWN EXISTING SALTMARSH AIL WITH SILT FENCE AS SHOWN � . .•«•• . . PATIO `4os0 EXISTING PINE TREE � « •� '• •'«;«'•' M MP 6 j -_ �o ,i f 6 . \1 ,�..— . . NP � ? PROPOSED i : F C1{ ♦ ♦ • « ♦ • • NP - ,43•Z Z 0 't PATIO ! ' EXISTING OAK TREE INLSE E GORgA ••. .•.� •.• P ESHp�"0 �O 51xo EXISTING SHRUB p,RTNUR & •'.•♦'•'•' EXISTING RHODODENDRON ` e' WALL HEIGHT *......•. ••. . 9 W.4 �B 1s �� oOpr . z Y Z • • ,9 PROPOSED DECK r ',35S`,E LA EAS N� 00 NOSCAPING Acf� EXISTING SPOT GRADE 44.Ox +a ° .� �� GATE ... aao. ' ABOVE EXISTING PATIO � � �,, � ..� N�4:��• ;� ;'' E � -•.. ;: c,► $.00 CONCRETE DRIL BOUND OLE EXISTING GRADE —38--- PROPOSED SECONDARY v,B � c�`�� OOD FRAM -5�.8 GARAGED e1 cis �"� PROPOSED DRYWELL FOUND LIMIT OF WORK � (� �a •( 0�- w ,�• PROPOSED SPOT GRADE 44eo W �N D '' i �►�- ' DIA x 6' DEEP SILTATION FENCE X'.V a ' ���. E��1NG RESN 11 ELEV.=47.0 pW - 2' PROPOSED GRADE —4s--- 1- 5 ALL of STONE 28' \ < �� ALL AROUND �. PROPOSED ;. PROPOSED �1S'TRL1C110N NOTES: CB 23 � ,_.�,.-.�..,.,_.,_.�... , ; �, -: .,,,., EDGE OF SALTMARSH — — �,�, SLPB i ,.,r-•-r WALKWAY 1.PROPOSED RETAINING WALL SHALL BE ;-: r Rp,GE - oRlvEwaY TOP OF COASTAL BANK— — — CONSTRUCTED IN ACCORDANCE WITH THE GPy44.2 t r�"� PROPOSED COASTAL BANK STAKE L1 CB 1 MANUFACTURER'S RECOMMENDATIONS. t ADDITION / % t \N� CENITER OF BROKEN 2.UNDERGROUND IRRIGATION SYSTEM WILL BE F \ EwP� 0000 \ CONCRETE BOUND , INSTALLED TO MAINTAIN EXISTING LAWN 24_ \ �� wP ENE DRw �! \ / .. - FOUND CB 26104 NOTICE � - AND PROPOSED PLANTINGS \ , P� S1 f ,/ �\ Unless and until such time as the original (red) stamp of the responsible Professional Engineer, or Professional Land Surveyor �F. EXISTING LEACH PITS aEP �� \ '�` appears on this plan: CB 25 STONE Z�0 TO BE PUMPED DRY ''� P / 4� ; \ I / EFL (A) no person or persons, including any municipal or other DRIVEWAY `AND FILLED WITH CLEAN SANG r f RES public officials, may rely upon the information contained herein; and ""� a'�' 2 PROPOSED LEACHING ARE ' } I ' PROPOSED `k ((5)) 500 GALLON CHAMBERS ' "' (B) this plan remains the property of Holmes do McGrath. Inc. j' DISTRIBUTION F30X 1MTH 3 FEET OF STONE ALL CB 26 ' CA t ____ TP#3 AROUND. F 10/27/06 REVISE SEPTIC FOR 5 BEDROOMS JRK co NOTES CB 27 `� "`R r , v -r , ��'�� -� \ - • -j\ 10/23/06 ADD TEST PIT LOCATIONS LAC MBM 9/19/06 ADD ADDITIONAL PLANTING AREAS JRK MBM 1. HOUSE NUMBER: 250 � 8 ` # " ..> :� �-. �,� -V ` - \�F '- N, 9 a . 75 25 ce 2� �' ; -''� , ���•. �'2� ; .�,-��' � �P DATE DESCRIPTION Drawn hecked ,. 2. ASSESSOR'S NUMBER: •. , Lt • R \1 �, . <>, _ EXISTING PIPE TO _ 3. ZONING DISTRICT. F (AP & RESOURCE PROTECTION OVERLAYS) b BE CUT do HOLE TO -� . 5 _Y - `, �BE MORTARED. � �. ,.�` O --� �a 5' � .� N � � � R E V ( S I O N S 4. FLOOD HAZARD ZONES: A11 (EL 11), C \ `' o _ _ PROPOSED VENT PIPE cA - 5. BENCHMARK: SEE PLAN 79, s la7 // 4. T fi3. 9 9,00 LOCATION TO BE' PLOT PLAN 6. TOPOGRAPHIC INFORMATION COMPILED FROM AN �� � Ca 3o DETERMINED IN THE FIELD o / ON THE GROUND INSTRUMENT SURVEY. R1258' 's p -- z // // - ' OF PROPOSED SEWAGE DISPOSAL SYSTEM ._ 7. ELEVATIONS SHOWN ARE BASED ON THE �" - - / ' b PREPARED FOR NATIONAL GEODETIC VERTICAL DATUM. _. � " WILLIAM T. MELISSA T. CAFFERKY FENCE 8. REFERENCE: PLAN BOOK 267 PAGE 10 �__ _ ® //'r._ ''J & RAIL POST FOR LOT 1, . #250 BAXTERS NECK ROAD IN / _ IT NST 6LE MA f , 0�)NSSCALE: 1"=20' ATE: JULY 27, 2006 x GRAPHIC SCALE �' ;K _,___.. yY, _ r0� JOEt SN M�Ssq D OF 20 ,o 0 20 60 .�_ � ,R;GV K hoimes and me rath inc. � °yam - civil engineers and Ian surveyors `CD 0.a N BENCHMARK ' �'�'OTNV'� ^' 12 s SANTOS f ;� TOP OF TAG BOLT HYDRANT # 1307 • �'v 362 gifford street 508 548-3564(PHONE 9N CIM , �Cr ( IN FEET ) �. + ELEVATION = 35.05 o Fo sT��' �� falmouth ma. 02540 508 548-9672 FAX FFs i inch = 20 ft. ' S JAL t DRAWN: JRK CHECKED: hr \R RC)ux' 2.0614 81'P.DWG JOB NO: 206148 DWG. NO.: 87-2-16 SHEET 1 OF 2 _l DEEP OBSERVATION HOLE LOG NO. 1 SOIL SOIL TEXTURE SOIL COLOR SOIL 0(sttu1"a Finish grode above and o0cent to syetern shall slope away at a mTn. of 2x DEPTH ELEV. HORIZON (USDA) (Munaell) MOTTLING VIM WX= 4' diam. cast kon or Schedule 40 PVC pipe (tight Itvh►ts). 0" 39.3 50.0 20' min. distance (bufting to edge of/eachIng system) 0-4' 0 A J9.0 10'min. distance - B J6.4 SANDY LOAM 2.5 W NONE WRY�FR/ABLE - 1 NGRAIN First Floor 3-Removable covers within _ 15X A VEL Surface Vont elev. = 51.8 grade Removable cover within (see Deta!/) Acceaa Hdes Ir of finished gi ank to W be 20 in Diameter 6 of finished grade W 45.0 W Removable cover within 6" of finished grade * NO GROUND WATER OBSERWO .l Aa Existing Surface Existing Surface e% 43.0 Inv. e/ev.= 36.31 2" /oyetr of�` to \ .� ; ;�'-- - �^ 9 washed stone �. ••` � T���� ,., -� - _._ Existin Ground l;;,;; ,, < r DEEP OBSERVA110N HOLE LOG N0. 2 4" PVC Pipe .TJ L.F, s=QOl 2' Clean Backh7l Q 40.0 s: Ll ld Level /e,b/ 0.01 i E/ev.= J7.J SOIL SOIL TEXTURE SOIL COLOR SOIL O(sttaictu 0 0.01 min. DEPTH ELEV. HORIZON (USDA) (MunaelQ MOTTLING �WAMM W EXISTING o 0 6 0 o' 4J5 1,500 Gallon Septic Tank * `O layer of VERIFY EXISTING INVERT PRIOR TO CONSTRUCTION � WJ4.N crushed N0-5' 0 A 431 1 THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER compacted - B 40.7 VERY FRIABLE OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. h• stone a a " , b u 3 ft. of;� to 4 •H 35.0 1 washed stone al/ - " C1 3B Y a around Infiltrator "S I 15X GRA AL c 64-120 C2 "..5 / 29.3 ---Foundation Septic Tank c •f D-Box V'arles Soil Absorption System I Bottom of Test Pit ,l7 "•� 4.0 NO GROUND WA 7ER OBSERWD SEP11C PROFILE Estimated Seasonal HJgh Groundwater DEEP OBSERVATION HOLE LOG N0. 3 SCALE: 1/4" = 1' OTHER SOIL SOIL TEXTURE SOIL COLOR SOIL OwMa DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING mm swim 0' 44.0 0-2' O A 4.18 - B 42.0 VERY FRIABLE WL SOIL TEST - 4 N AN 15X GRA WL Date of soil test: 10/18/06 � Test taken by: RAUL LIZARDI—RIVERA Results witnessed by. DON DESMARAIS Percolation rate: <2 MIN./IN. •• NO GROUND WATER ABSERV£D Ground water NONE ENCOUNTERED DEEP OBSERVATION HOLE LOG NO. 4 INSTALL POLYLOK FLOW EQUIUZERS OTHER ON ALL OUTLET PIPES SOIL SOIL TEXTURE SOIL COLOR SOIL (snustts, DESIGN CRITERIA DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING atoms eoume 4.0'f 16.5"-- aaa161100,s au CONCRETE COVER 0' 42.5 ' Batter Angle All OUTLET PIPES FROM THE 5 - 5" OUTLET -� Number of bedrooms: 5 Equivalent-to 110 gains/4oy- - - DISTRIBUTION BOX SHALL-BE KNOCKOUTS Garbs a disposal unit: No - • SET LEVEL FOR AT LEAST 2 FT. 9 p 0-4 0 A 42.2 Leaching area - capacity required: 550 gal.'s/day B 39.4 VERY FRIABLE Side area proposed: 237 sq. ft. OUTLET INLET Bottom area proposed: 525 sq. ft. r 01 J7.7 f YR 4 N SYNGLE OY?A/N GROUND LEVEL 19.5 Total area proposed: 762 sq. ft. �� 15.5" , Proposed leaching capacity: 564 al." do =1 C2 AR N 1 YR 4 N 9" .. 11.25" Water supply Town p Y 9 s Y • Precast concrete units: H-20 loading design • ' . 1 1 e* NO GROUND WA7ER OBSERVED 20" FREE DRAINING BACKFILL PLAN SECTION CROSS—SECTION PLACED 1'-0" WIDE h BEHIND WALL 5 HOLE DISTRIBUTION BOX O o o SCALE: 1" = 1 00 9'-0" MAX HEIGHT o WITHOUT REINFORCING o PER MANUFACTURER o o O MINo o � IIII O 0 4" KNOCKOUT t 00 IIII t f l a NON—WOVEN GEOTEXTILE FABRIC { (IF REQUIRED) 20" DIAMETER o e. 4" KNOCKOUT — BURY DEPTH 6" MIN. 4" KNOCKOUT INSPECTION NOTICE COVER Unless and until such time as the original (red) stamp of the responsible Professional Engineer, or Professional Land Surveyor GROUND LEVEL appears A) no person orpersons, including any municipal or other 4' KNOCKOUT public officials, may rely upon the information contained herein; and 4" PVC VENT PIPE (8) this plan remains the property of Holmes do McGrath, Inc. • x.`.:.r`.••oy;;•k^"i %r,;::z: ft... : SCREEN 12" MIN. :r ": i�••":`�:/+.r�.." ,..K••4w•+ : ":..a; i'.: 8 — 6 ,fir ,�.r•• „•1•s�•r• /•r,. q�4 10/27/06 REVISE SEPTIC FOR 5 BEDROOMS JRK • '~;»ti`•��, „�"�:' •�:. ,�,«..*.� BASE ELEVATION 3 FINISHED GRADE 10/23/06 ADD TEST PIT LOGS LAC MBM �• , • ,V A,r.; '•'t�i'"•y:'a sh.• r'Y'i+l.•."r'• i�a MIN. ALL WALLS ARE 3 THICK DATE DESCRIPTION Drawn Checked CRUSHED STONE LEVELING PAD 8' — 4" 41" BLOCKS R E V I S 1 0 N S LEVELING PAD DEPTH PERFORATED DRAIN PIPE. WITH SOCK •. •. •. •. •. •. •. •. •. •. •. •. •. •. •. •. •. •. •. •., ® ® ® ® ® ® ® ® CONSTRUCTION DETAILS e (OR AS SPECIFIED 8Y STRUCTURAL ENGINEER) OF PROPOSED' SEWAGE DISPOSAL SYSTEM PITCH ® ® ® ® ® ® N ® ® ® N PREPARE D FOR 4" PVC VENT PIPE WI LLI AM T. & M ELI SSA T. CAFFER K Y ® ® ® ® ® ® ® 16 FOR LOT 11, #250 BAXTERS NECK ROAD TYPICAL RETAINING WA VENT PIPE DETAIL r- �--. 4' - 10" IN G --WALL DETAIL SCALE: 1/2" = 1' coruiT BARNSTABLE MA TYPICAL 500 GALLON LEACHING CHAMBER ® SCALE: AS SHOWN DATE: NOT TO SCALE . JU LY 28, 2006 k DETAIL SHOWN AS SUPPLIED BY REDI—ROCK INTERNATIONAL SCALE: 1/2" = 1' i ��P�ZH OF Moss holmes and mcn7rath, Inc. o� . So- WALL SHALL BE CONSTRUCTED IN ACCORDANCE WITH civil engineers and land surveyors TtMOTNYM. MANUFACTURER'S AND/OR STRUCTURAL ENGINEER'S RECOMMENDATIONS No T e y f 362 gifford street 508 548-3564(PHONE H falmouth ma. 02540 508 548-9672 FAX S'T!L o DRAWN: JRK CHECKED: •� DNA ,?\ROUX\? )E;.?49PP-J) ,, i�R _Nn._:_an�a_e nwr;- _ I�In •-R�—�-1 R SH1=i'T_.- y C Y � CU N 6 ■ N C v N x i 14 N cc ir — —----- W -Al j. 1 _. • d iT01 : . —�- ��� Pool Elevation Right Elevation I 3� �N�t�o N d 1 � -�I��� i �_ a �► « {I- �Vp Ltc- oN V*Tk l N JN4-VA ,--2 I I 1 I 1 j i _ Driveway Elevation Left Elevationoil - - - • _ • i ,LL, Fence at Gate ^ l O��D w � t I &Post hole with concrete post base � I I ,- post support c( Ao + �.�.��1�1✓ N p et I� I - �{-t�4•.v Sri r or Te> Ci 2-8 01 I _ t !ll ��, ~e9 h / g FffzviG I a h i ' t i p 1 j 4 . — . __ .' • - RI I I ` Nor -\VA - �� - / - W Foundation Plan -' ._.-___ _._ _ o Floor Plan _2X fd... 11 fiZ tZ t - yam- i � O I lZ4,4 l? .. x,_- _-. I A Site Plan , _ W i- �Tdla W► - Z_q'ic�: ��d w Scale: 1"=20'-0" L Lill }' 1�, I Datc / Drawn by 9-25-07 ar ( I '{- r I M FA;�YGG'C WI :: k Date/Revised by. r w - 2><w u O (b . L I - — — -- I r , � G e �.;hy� _.. 13 B O a '�4C���t'4 .�".t-1•tG(�•�'�� : ` � fi'< �! �i � LL_ i-t�D,G� I - �No�vE� ht �@_-baths :., 1- `V ?; GE - � MHO\VEr —'. .._ . ' Iti I j.: GaNG �,t•.kS ..._ _ os . 'tom • 1 _ T L J i1 � lfl-T O 5337 41 � ' I Driveway Section with Foundation Left Section with Foundation Pool Section with Foundation Right Section with Foundation D e T MZ GROUP . r T N c KEY MW :S. 5,000 C011JIT QUAD. 10 ..................... PARCEL 4 I 7.t WORK LIMIT aim ROW OF STAKED MAY SALES ADDITION 44 PARCEL 24 t-1151- -151.155 NOTES: 4b y ELEVA11ONS 'ARE BASED OWMEAN SEA LEVEL jKC) FLOOD ZONE C AREAS OF -MINIMAL FLOODING FROM FLOOD INSURANCE RATE MAP --�-PANEL NUMBO -25001 '00180 COMMUNITY ADD" APPROX. ,LocAN OF REMSED: JULY 2,1992 EXIST. SEP'TIC TANK O EXIST.,LEAC'H PIT 10 s PLAN OF PROPOSED HOUSE ,& -;GARAGE ADD111ONS PREPARED FOR oop PAUL 2 SAXTERS''RECK' 5&16# OAD,� ILL! MARSTONS'., 3# MA.- L=87.6 A R-138-1W OF s PLAN SCALE:, AS .,NO W. -.0. NO : 4062 NO.. f-115Q DATE. , SEPTEMBER .19 1994 EQ!J D R Aft :B'Y.- p LAW SO."2 0 PAW* L MAMAN OWNEWW" �_CWL� ENGIN EET� U VA N EMS AND .:SU 25& 1 STR, VARDS,ImYjl ,�MA, -SCA LE: 1 7=20" PRINCE CO VE TIDAL LOT COVERAGE NOTES PLANT UST � / 'ro• EXISTING PROPOSED SYM BOTANICA NAME COMMON NAME QTY SIZE SPACING PRINCE \X BY STRUCTURES 4.7% 7.2% SHRUBS COVE G, as $ Ig Ilex glabro Inkberry 14 2-3 gal. 4' O.C. Mp Myrica pennsylvanica Bayberry 13 2-3 gal. 4' O.C. - 0,1�r9`7//c�9,S Rr Rugosa Rose Rosa Rugosa 31 2-3 gal. 2 O.C. SM 1 �15_0 &Ae­�' R SPA �'�` •'•'•'• DISTURBED AREA TO BE SEEDED WITH CONSERVA71ON MIX PN M W A • / NORTHOof p�L a H0 SM 2 yx BAY A5 UNIDERSTORY PLANTiNG AREASK • AIL SM 3 � � SHALL BE PLANTED WITH 3 GROUPS OF 3 TO 5 SHRUBS OF THE FOLLOWING SPECIES: LOCUS MAP ••••' •" •�" �1�YtS SCALE: 1"=500' • �— / `� • ��G� SYM BOTANICA NAME COMMON NAME SIZE SPACING �O E � f SM' Ka Kalmia angustifolia Sheep Laurel 1 gal. 3' O.C. Vo Voccinium angustifolium Lowbush Blueberry 1 gal. 3' O.C. 0 CONSERVATION EASEMENT / •�� '����\� AS SHOWN ON PLAN BOOK 267 GE 10 BUFFER PLANTING AREAS SHALL BE PLANTED WITH THE FOLLOWING SPECIES: �t SYM BOTANiCA NAME COMMON NAME SIZE SPACING Au Arctostaphylos uva—ursi Bearberry 4" pot 12" O.C. 0 0 Cv Cailuna vul arcs Heather 4" of 12-18" O.C. '�'�` �.O�,�Q M _ AREAS APPROXOF PROPOSED IMATE ON OF g p Q� tiro S 5 iL o 4l UNDERSTORY PLANTINGS C ,lL ry DEP COASTAL BANK 8 1 / 1 D CB CB 2 s70 UPLAND SIDE WETLAND SIDE PROPOSED MEADOW TO BE COASTA BANK D- B 5 F MOWED NO MORE THAN ONCE PER YEAR B 6 y 12" N' SM 7 ti '�� TOWN F BARN STABLE PROPOSED LIMIT OF WORK 1} ti 0 S E SINGLE ROW OF STAKED HAYBALES ti B 7 COASTAL BANK tiry 4" MULCH / °o° PROPOSED " LEGEND / / ,N o° ��' MEADOW •' < 12 ��\\�\\\ \�\\��\ ` \��\8 TOPSOIL / LOT 11/ ," ��, o° a s //� � //�� UTILITY POLE `°' 87,000t S.F. (RECORD) "' o F2 �tiy�. /�\/ , . •?,, t;-�; BOUND / 73,050t S.F. (UPLAND)) '5� �P�� ° CF PROPOSED DRYWELL �QF �\/�\/� // % ` '. ••� rf� "".r"'�a''',+�;� �,, '.Ytr`� ,. S , ,� g !� a 4 DIA X 6 8 DEEP S � " TOPSOIL�� �, -•rYa,,�y�' �•Y� .. w .� n c.. .:..��:l;. SEPTIC MANHOLE / 10/ OPJ� a a WITH 4' OF STONE / // // // //, G 10o o CB 9 G ALL AROUNDLA TEST PIT o°o° 1 Q .�- / a•!�• �. ° ° t30o� h ..r. ..� a.' WATER SERVICE °°°°o ° R6pOS 0P . .v ° °Z° o LIMIT OFf '.r: WATER VALVE D4 EXISTING TIMBER RETAINING o o ° x41.0 C 13Rk WATER LINE —W -'"'� WALL TO BE REPLACED 6 Q a PROPOSED a ti �, VARIES WITH FIELD STONE WALL CB 1 AREAS OF PROPOSED POOL & �� pc��P�R CONCRETE BOUND GAS LINE —G (SEE DESIGN DETAILS BY OTHERS) a JACUZZI • WITH DISK - GAS VALVE w •• b T.O. .-40.5 \�LAII a ' PROPOSED P� FOUND •,• x41 x 40x0 I 1 ^ FENCE PATIO -X—X- PROPOSED . , w PR � E D a ';a a" / • , `�J TYPICAL BUFFER PLANTING DETAIL MITIGATION PLANTINGS ,•` w ADDITIONS S S � PROPOSED ° �' NOT TO SCALE HYDRANT SEE PLANTING UST WN ,gam SALTMARSH STAKE SM 1 PROPOSED LIMIT OF WORK ( •c§ j I x41, l-p` � ' FIREPLACE/ a PROPOSED Q DOUBLE ROW OF STAKED HAYBALES PATiO d •J � WITH SILT FENCE AS SHOWN W HEI , .•,•, , , PROPOSED EXISTING SALTMARSH , , , 4�,3 a TREWS/ a a •� •, • ,• • x 5 8. c 16 4, t31x0 TDOOR EXISTING PINE TREE 'i• N/F RBAC .♦.•� ..� .'� � � ;.� � ^ ,9• � SHOWER a EXISTING OAK TREE a SE E GO H / EXISTING SHRUB p,R'MUR ,•�;�,�;�,•',;•;`' b x4�.3 S p,D�C'K pA�O h �S 0 aNOTICE 8 WALL HEIGHT , , , , , - 18 D 6 PO �N P D Z ;. 9 pR EXIS� �; ,ROpOs N � Unless and unto such time as the original (red) stamp of the EXISTING RHODODENDRON a b C g A pV�j/,f GAf—'; Ep ??, �a $, AN responsible Professional Engineer, or Professional Land Surveyor EXISiiNG SPOT GRADE 44.Ox '° C �� +• /Q/R�8�11. /A DI npN a a \ p appears on this plan: W (D, (A) no person or persona, including any municipal or other EXISTING GRADE —38 PROPOSED SECONDARY B ,4 p pO LLiNG •5 8.0• , / o _� �0, public officIola, may rely upon the information contained herein. and c.:... P OPOSED DRYWELL OMIT OF WORK 2 30.3� 0 /�&• / DIA X 6' DEEP (B) this plan remains the property of Holmes & McGrath, Inc. PROPOSED SPOT GRADE 440 SILTATION FENCE h � a WITH 2' OF STONE PROPOSED GRADE —48— •LNG + w f ALL AROUND ''d 9/12/07 REVISE PATIO, DRIVEWAY, WALL, SHED, & TREE PRUNING JRK •�j&—' EXIS � '/15• o. PROPOSED EDGE OF SALTMARSH — — GN?'NGEIN •4 WN �42•g4 DRIVEWAY 'S�/ a " a` 7/26/07 RECONFIGURE WALL AROUND POOL AREA LAC MBM TOP OF COASTAL BANK 1.PROPOSED RETAINING WALL SHALL BE w REMA �P ED *4 -� \ �'I��` —" ' ' —' CONSTRUCTED IN ACCORDANCE WITH THE SO PR�� �w�NG w°�� 1 5/14/07 RECONFIGURE PROPOSED POOL & PATIO JRK MBM . CB 1 DESIGN BY CIF ENGINEERING LLC. 30,4 �, 3 S�pNE RESP PROPOSED �a /��PROPOSED CENTER OF BROKEN COASTAL BANK STAKE SEE PLAN BY CIF ENGINEERING LLC WALKWAY c,,: ti DRIVEWAY a CONCRETE BOUND 2/26/07 RECONFIGURE SEPTIC LINE FROM HOUSE JRK MBM ��ss _ �)P� � WIDENING ' DAZED 11/7/06. 4 STONE WALL S.IONE ORI� Q a a FOUND Z61'Gk 1/29/07 ADD PROPOSED PORCH LAC MBM 2.UNDERGROUND IRRIGATION SYSTEM WILL BE INSTALLED TO MAINTAIN EXISTING LAWN TO BE MOVED >k6 1/25/07 ADD NOTEXl Tl G FO U REMOVE AND REPLACE _ a FOUNDATION LAC MBM AND PROPOSED PLANTINGS 5 STONE D BE M p� ITS / .0i P� car / TP J4 c a ry3' 11/10/06 REVISE PROPOSED WALL JRK MBM DRIVEWAY F>111ED 1H # SAND/ wv v K #2 PROPOS LEACHING ARE 1 �PRt OSED (5) 500 GALLON CHAMBERS 10/30%6 ADD WATER & GAS SERVICE LOCATIONS ADR MBM XISTiNG INV.-41.50 DISTRI9JT1 0 VA1Fi 3 FEET OF STONE ALL B ; a a' TP3 A2 AROUND. 10/27/06 REVISE SEPTIC FOR 5 BEDROOMS JRK MBM PROPOSED EXISTING S a 27 DRIVEWAY a 10/23/06 ADD TEST PIT LOCATIONS LAC MBM CB NOTES DENING SEPTIC SYiTEnvI LOCATION _ 4 19 9 06 ADD ADDITIONAL PLANTING AREAS JRK MBM 1. HOUSE NUMBER: 250 o s F� / / B oB S T - o - --- , i`r �P`�' DATE DESCRIPTION Drawn Checked 2. ASSESSORS NUMBER: 75 25 EXISTING PIPE , 3. ZONING DISTRICT: RF (AP & RESOURCE PROTECTION OVERLAYS) BE CUT & HOLE TO p --; 5 ® 6 Qo`' REVISION S 4. FLOOD HAZARD ZONES: A11 EL 11 , C BE MORTARED. 'o� yAW - ( ) � j �a PROPOSED VENT xPIPE �p� - -- �us' �� �� /� .� 'PLOT PLAN 5. BENCHMARK: SEE PLAN 9' � �s,oo�' LOCATION TO BE o � � / 6. TOPOGRAPHIC INFORMATION COMPILED FROM AN L�gq•7 ���63. S, 0 a DETERMINED IN THE FlI�I.D �Z // OF PROPOSED SEWAGE DISPOSAL SYSTEM ON THE GROUND INSTRUMENT SURVEY. R�258. a 3 a a a a — — R�138.1 s 7.65' ---- / b PREPARED FOR 7. ELEVATIONS SHOWN ARE BASED ON THE a a a WI LLI AM T. & M ELI SSA T. CAF NATIONAL GEODETIC VERTICAL DATUM. // & RAiL FENCE \ JERKY • �P' j ® / a POST G 1 FOR LOT 11, #250 BARTERS NECK ROAD 8. REFERENCE. PLAN BOOK 267 PAGE 10 // 3a v��` IN # a P COTUIT BARNSTABLE MA �6/ a olbl_ SCALE: 1"=20' DATE: JULY 27, 2006 SSELECTIVE PRUNING OFN s ;,`. ;} •4, tN p, Mqs. GRAPHIC SCALE 3-4 WHITE PINE TREES � s� � IN THIS AREA •* f� holmes and me rath Inc. �s�` 9°y - 10 0 20 so BENCHMARK "" MIC5. s 20 10 civil engineers and Ian surveyors a n MCGRATH 11 TOP OF TAG BOLT HYDRANT # 1307 362 gifford street 508 548-3564(PHONE " 13 ELEVATION = 35.05 falmouth ma. 02540 508 548-9672 FAX APPRO 1MATE LOCATION OF DRAWN: JRK '°"( IN i�r ) EXIS NG WATER MAIN WN: K CHECKED. ..,, i inch � 20 !t R ROUX 206148PP.DWG JOB N0: 206148 DWG. NO.: 87-2-16 SHEET 1 OF 2 PRINCE CO VEJ. LOT COVERAGE NOTES 77DAL PLANT L M / EXISTING PROPOSED SYM Bp ANICA NAME COMMON NAME QTY SIZE SPACING AO• 'K BY STRUCTURES 4.7% 7.2% PRINCE o � SHIRUBS covE C, m o Ig Ilex glcabro Inkberry 14 2-3 gal. 4' O.C. Mp Myrica pennsylvanica Bayberry 13 2-3 gal. 4' O.C. ° ,,1;, Rr Rugosca Rose Rosa Rugosa 31 2-3 gal. 2' O.C. 6 Sm 1 -o N LOW oN PR AN SP •,• ••• DISTURBED AREA TO BE SEEDED WITH CONSERVATION MIX N►Ep` GE 1O o HOwN 11 IS) • • • a NORTH PS 5 Zg� p P �M 2 OOK UNDERSTORY PLANTING AREAS SHALL BE PLANTED WITH 3 GROUPS OF 3 TO 5 SHRUBS LOCUS MAP A OF THE FOLLOWING SPECIES: S SYM BOTANICA NAME COMMON NAME SIZE SPACING SCALE. 1 =500 SM 4 Ka Kaimia an ustifolia Sheep Laurel 1 al. 3' O.C. 9 P 9 Va Vaccinium cngustifolium Lowbush Blueberry 1 gal. 3' O.C. Z W CONSERVATION EASEMENT AS SHOWN ON PLAN BOOK 267 GE 10 a / BUFFER PLANTING AREAS Q SHALL BE PLANTED WITH THE FOLLOWING SPECIES: Cq SYM BOTANICA NAME COMMON NAME SIZE SPACING P ` Au Arctostaphylos uva-ursi Bearberry 4" pot 12" O.C. �G Q' a o°o°o Cv Calluna vul aris Heather 4" of 12-18" O.C. ��- Q / APPROXIMATE LOCATION OF g p AREAS OF PROPOSED ,Ir- SM 5 I i A UNDERSTORY PLANTINGS oli, DEP COASTAL BANK rB 1 CB 2 S 1/ / C �� UPLAND SIDE �, WETLAND SIDE 0 D B x Q � PROPOSED MEADOW TO BE COASTAL BANK D- CB 5 F MOWED NO MORE THAN ONCE PER YEAR 6 0 P N, SM 7 / �� V� ^� �»' Ifix PROPOSED LIMIT OF WORK �%j/yj�//\\///// / 12 1� ti - , TOWN OF BARNSTABLE SINGLE ROW OF STAKED HAYBALES �j�\j�j�j\\j\\j aJp tiry B r COASTAL BANK /i�\/�\\�\�\/�\\ `� / 4" MULCH LEGEND00 —PROPOSED i`" oo°°"Q �' MEADOW 12" �������\�����������\�������� i LOT 11 /M �" °o o F .. is / / /j// /j///// / 8 • TOPSOIL UTILITY POLE �ti ° c' f , �� •� !� �\ \ \ \ \ \ \ \ \ BOUND ■ 87 OOOf S.F. (RECORD)j D ° G ��\�� •,:' 2 � ' • s;: .k ��. •: ''�' ` ( 73,050f S.F. UPLAND �� a �. � � F s p Q.lvl� PROPOSED DRYWELL �. 8 TOPSOIL war `� '•'•• , 4:`''wir;,..a.,,.. %t�.";;-rfi�;^'f%, SEPTIC MANHOLEF. — ' 4 DIA X 6 7 '' �+ { ..,riY�;S• •i�:.,r. . . l DEEP S / 10 ° w. OP�F� 3 ��,- WITH 4' OF STONE " �� TEST PIT / CB 9 ', ALL AROUND r. •.r,P'y: ;� TP ' WATER c�'RVICE o°o°o CB 11 ° Gj ,� �' ,�"............� >��i :, t - :...:w o o °_ RO OS �••� f WATER -VALVE D4 0 01 o o P ED LIMIIT OF e o o CB 13 WORK EXISTING TIMBER RETAINING o o° x41.0 - - WATER LINE —W WALL TO BE REPLACED o / PROPOSED WITH FIELD STONE WALL C 16 ' ;B 15 POOL & • ,.° �Oti { "'' S•�P� CONCRETE BOUND VARIES —G AREAS OF PROPOSED \ '�'' P F, GAS LINE (SEE DESIGN DETAILS BY OTHERS)' . JACUZZI / FF WITH DISK GAS VALVE pQ w. — BUFFER PLANTINGS } " � 1 •� iq/ T.O.W.a40.5 a' \\ `r PROPOSED ` ;'���� FOUND -X—X- •,• j x41 \ 6ti �! PATIO FENCE PROPOSED , , �o PROPO TYPICAL BUFFER PLANTING DETAIL HYDRANT ryc MITIGATION PLANTINGS •' '. ADDITIONS tine , y NOT TO SCALE (SEE PLANTING LIST) •'• '9� WN FIEPLACE ' i. ti SALTMARSH STAKE G SM 1 PROPOSED LIMIT OF WORK •,C6 17i x41. LP / PROPOSED DOUBLE ROW OF STAKED HAYBALES WA HE] T •'• M "' - PATIO _ PROI�OSED ` EXISTING SALTMARSH AIL WITH SILT FENCE AS SHOWN • P TK EXISTING PINE TREE .` •«••�«.�.•.•� .�. MPO x 4 156. 0 1g4 51x0 OUTDOOR {: F C 5.9' 8' SHOWER/ N/ GORE A H . . . . . . �P .�. : EXISTING OAK TREE =sr� & „SEE . . .'.• .•.• .•. �, / •o, . ¢ ,,� M EXISTING SHRUB AR-p{UR ••` !* « �o M P x4,t•3 EQ, ECK pp, 0 �,, U PR POSE •& , « . . . . rq W a42 0. '(1 �►' 8 WALL HEIGHT • , , Z• � ,B 18 N EXISTING RHODODENDRON 3u . ..,.. I ,q C�19 395 pR� EX1SjNG ir_ G ROPp Ep s H D/ `�.a� 'x N o / S EXISTING SPOT GRADE 44.Ox 'q 9 20/ %��gU� p A�E,dc 22 ,F: \ o CONCRETE BOUND .� /Ep R, / /� D�TIpN� p .�<<, \ c� o. NOTICE EXISTING GRADE —38 PROPOSED SECONDARY ,CB 11 g.4 p Op05 `NG q.5 _B.O, + / / WITH DRILLHOLE LIMIT OF WORK R D �'�" I / �'- P OPOSED DRYWELL ' FOUND Unless and until such time as the original (red) stamp of the /� �` DIA X 6' DEEP P g Surveyor PROPOSED SPOT GRADE 44x0 SILTATION FENCE B ? 30 3 a,/16 2 s o N I F appears o rs o Professional Engineer, or Professional Land Surve r WITH 2- OF STONE appears on this plan: : PROPOSED GRADE —48— ` ,S��NG `° w ,� 28.1' ALL AROUND ,�: (A) no person or persons, including any municipal or other CONSTRUCTION NOTES, 3 EX •'P ' 3' o, ��ti• ,1.-� ,•. " �'` public officials, may rely upon the information contained herein; and AGE ,4 p�15• PROPOSED p x B this Ian remains the , EDGE OF SALTMARSH — — N Gp,R �_ s4 j • O p property of Holmes & McGrath Inc. TOP OF COASTAL BANK— - - — 1. PROPOSED RETAINING WALL SHALL BE M w �O REMp,�N 1µ �' OSE� tNv'42' `' DRIVEWAY '�/ - \y 11 1A CONSTRUCTED IN ACCORDANCE WITH THE pROp 5/14/07 RECONFIGURE PROPOSED POOL & PATIO JRK COASTAL BANK STAKE L CB 1 DESIGN BY CF ENGINEERING LLC. 30.4' 1 A`'`I PROPOSED /• CENTER OF BROKEN SEE PLAN BY CF ENGINEERING LLC WALK' .AY/ ��' ti`' �' � 2/26/07 RECONFIGURE SEPTIC LINE FROM HOUSE JRK MBM CONCRETE BOUND 1 y: , DATED 11/7/06. wa ORwEw P ' oll CB 24 t 4 ��° �Or1E 3' c �. / '?. Er i y FOUND Zg10� 1/29/07 ADD PROPOSED PORCH LAC MBM 2.UNDERGROUND IRRIGATION SYSTEM WILL BE a 5 v+ ry INSTALLED TO MAINTAIN EXISTING LAWN ��'�� �6 EP _ F��? 1/25/07 ADD NOTE TO REMOVE AND REPLACE EXISTING FOUNDATION LAC MBM AND PROPOSED PLANTINGS STONE S�° 3 EXISTING LEACH PITS / P� -� ; C 25 TO BE PUMPED DRY / ESE v: / TP#4 ,�23' 11/10/06 REVISE PROPOSED WALL JRK MBM DRIVEWAY AND FILLED WTH CLEAN SAND( wv R 02 PROPOSED LEACHING AREA i ' �PROPOSED ° ((5)) 500 GALLON CHAMBERS 10/30/06 ADD WATER & GAS SERVICE LOCATIONS ADRMBM EXISTING INV.-41 50 ' DIBUTION 0 WITH 3 FEET OF STONE ALL i > k <, , AROUND. , 8 26 k Tp#3 A2 a �� 10/27/06 REVISE SEPTIC FOR 5 BEDROOMS JRK MBM <� , i �; NOTES CB 27 '""" E X rid!! ' Cs> a• �' 10/23/06 ADD TEST PIT LOCATIONS LAC MBM f 1. HOUSE S F� 9/19/0 ) ADD ADDITIONAL PLANTING AREAS JRK MBM i J �.' 0 2. ASSESSOR'S BNUMBER: 75 25 ,BER: 250 2 CB`2x , # t ,` ,` %';�,�, ,��9�1'2�� RP�� DATE DESCRIPTION Drawn Checked 4 EXISTING PIPE TO / 5 R E V I S 1 0 N S 3. ZONING DISTRICT: RF (AP & RESOURCE PROTECTION OVERLAYS) -�•, BE CUT ac HOLE TO ' — N 68 QOS� a• : • _ ..� - ; BE MORTARED. t � A 5 - ` 4. FLOOD HAZARD ZONES: A11 (EL 11), C 5. BENCHMARK: SEE PLAN — / -0• , PROPOSED VENT PIPE cpt ,,,- - E �-79.00,- LOCATION TO BE w+ , / // �/ PLOT PLAN 6. TOPOGRAPHIC INFORMATION COMPILED FROM AN `,g4.79 E 163. 9, r 3, DETERMINED IN THE FIELD R-258. 6 t�•. s ,r.. // OF PROPOSED SEWAGE DISPOSAL SYSTEM ON THE GROUND INSTRUMENT SURVEY. �� tL" t� . ' .R F• — z , , }— R-ti'38. 6 �7.65 / �. :- b PREPARED FOR 7. ELEVATIONS SHOWN ARE BASED ON THE -0_ s ' NATIONAL GEODETIC VERTICAL DATUM. � � !® �` // & RAi>_ FENCE WILLIAM T. & MELISSA T. CAFFERKY 8. REFERENCE: PLAN BOOK 267 PAGE 10POST FOR LOT 11, #250 NAXTERS NECK ROAD w a Pv COTUIT BARNSTABLE MA NECK 0Ofi_ SCALE: 1"=20' DATE: JULY 27, 2006 GRAPHIC SCALE yY 0 cPti�N Of 1tOgssq Gvv �� o MICHAE oy • ESN OF '_7 holmes and me rath, Inc. , BENCHMARK MCGRATH y civil engineers and Ian surveyors ��" �• 20 10 0 20 60 6_4TOP OF TAG BOLT HYDRANT # 1307 A ��NC•36810 v 362 gifford street 508 548-3564(PHONE) N APPRO ELEVATION = 35.05 °.� c falmouth ma. 02540 508 54 — FAX ( W SET ) EXIS NGAWgTER LOCATION OF 1 inch 20 ft. F � 96 2 DRAWN: JRK CHECKED:---el ` �,k4 R\R0UX\206148PP.DWG JOB NO: 206148 DWG. NO.: 87-2-16 SHEE 1 OF 2