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Town of Barnstable Building Department Brian Florence, CBO Building Commissioner 200 Main Street,Hyannis,MA 02601 Pre-application for Business Certificate Date MapA 7 7 Parcel ado Applicant Information Applicants Name Applicants Address Email Address Telephone Number y— 973 6-v 212 Listed I-E l Unlisted [9--- Business Information New Business? --------------------------------------Z. Yes No Business is a registered corporation? ________________________. Yes No If yes Name of Corporation Does business operate under the registered corporate name? Yes No Is the business a sole proprietorship or home occupation? ________ Ye No If yes then a Home Occupation Registration is required-See Building Division Staff Name of Business N'C-l-0 Business Address Z 7 , 1 L. LA''-j Type of Business B 'lding Commissioner Office Use Onl Conditi C1 - (-vb Building Commissi .--'Date,-) d�DcZC� Clerk Office Use Only Anderson, Robin From: duxmarsh@aol.com Sent: Wednesday, March 04, 2020 10:27 AM To: Anderson, Robin Subject: Fwd: New Moon Oysters -----Original Message----- From: duxmarsh <duxmarsh@aol.com> To: robin.anderson <robin.anderson@towne.barnstable.ma.us> Sent: Wed, Mar 4, 2020 10:02 am Subject: New Moon Oysters Hi Robin, I was in earlier to apply for a license as I have created a business name. I have been commercially shellfishing while living at my present address since I built my home here about 9 years ago. I obtained my shellfish grant from the town in November of 2018 and have been working from my home since. My grants is one of the smallest ones in Barnstable at only .8 acres so my operation is much smaller than most. I'm respective of my neighbors and my boats and what little equipment I have are not visible from the street or to my neighbors. Thanks in advance for your consideration, Carl Carlson 774-836-0212 CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! i Town of Barnstable Building Department �oF rokl, Brian Florence,CB0 Building Commissioner EARNMBLE, + 200 Main Street,Hyannis,MA 02601 Mass. �cb 1639, ��� www.town.barnstable.ma.us CEO MAC a Office: 508-862-4038 Fax: 508-790-6230 Approved: Fee: Permit#: HOME OCCUPATION RLGISTRATION Date: Name: (�/ 2�— CiQ2—L S�� Phone Address: OLz� �L L� village: N3 Name of Business: 1 Type of Business: S� '�—�SL� ._ Map/Lot: 9�7—`��`'� �/ INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. Such use occupies no more than 400 square feet of space. There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. The use does not involve the production of offensive noise,vibration,smoke,dust oT other particular .matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up trick not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,ha ead and agree with above restrictions for my home occupation I am registering. Applicant: Date: Romeoc.doc Rev.10/17 ;a Town of Barnstable ermit:a 01 p ?�y� Regulatory Services ate:A/'Z' �5 oFIPA Richard V. Scali,Interim Director Building Division ee: 3 b BMWMBLE, ` Tom Perry, Building Commissioner 1639. .0� 200 Main Street, Hyannis,MA 02601 ��EGr A www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 TOWN OF BARNSTABLE SOLID FUEL STOVE PERMIT Owner: L- l_ C��N Phone: '7 ` 3 6 ' 02 Install at: Z 7 S'- 000 )A 'L Ul") Village: Map/Parcel: 1b0 6 2?7-bZ0-00 (Date: ' -� Stove z g :mom A. New/- sed B. Type: adiant irculating C. Manufacturer: 'TZHfV, Lab.No. ` D. Model No.: 2H b Chimne A. New coney xisti If existing,please note date of last cleaning �� � /v ss � B. Flue Size 1,Z.X 1% W l-1 ' N �-"LJ (��� SS 4-1 N .► r� r re C. Are other appliances attached to Flue? NO D. Pre-fab Type and Manufacturer GS Ll Nth IM F E-X l` 45)--" L CEfirAt`' E. Masonry: Lin nlined Hearth A. Materials: 1 G� B. Sub Floor Construction: 1=X1 N(-j-t P(/�Ci'L,9-L L� Installer Name: Address: Phone: Location of Installation: H.I.0 Registration# Construction Sypervisor# OR check_v Homeowner Installing, no license required LICENSED INSTALLERS SIGNAT APPLICANTS SIG RE: "T APPROVED BY: Please make checks payable to the Town of Barnstable *This constitutes an official stove permit after inspection,photographed, and approved by the Building Inspector Q:forms:stove Rev 11/4111 I Dutch west M - M Zs ST426 ST424 - [ 11111124162 Model: r Fig.14 Extra floor protection may be required for the Side Walls'(S)� 20"(510mm) .24 (610mm) 3"(580mm) T ' fireplace hearth,even if your stove is installed with the legs Trim( ) 12"(300mm 12"(300mm) 12"(30mm and the bottom heat shield. Mantel(M) ' 20"(510m 20"(510mm) 0"(510mm) Fireplace Fig. 15 Minimum clearances fo fireplace inst ation. Installation Recommended clearances must maintai d between A fireplace installation requires special clearance stove and the surrounding combustible components. between the: • Side of the stove and the right and left walls • Side of the stove and the decorative side trim on the fireplace face • Tap of the stove and the mantel In additm. both Freptace Adapter and Freptaca Insert IqU nstaflaations have special floor protecton requirements n v)2L`� ) 1- j that are addressed in the section on Floor Protecton. S 69." r 34 7001135 11 Dutchwese To install the heater without legs as a fireplace insert, Clearance is the distance between either your stove or the floor must be completely noncombustible, such as chimney connector, and nearby walls, floors,the ceiling, an unpainted concrete floor over earth. and any other fixed combustible surface. Keep furnish- Many fireplaces do not satisfy the"completely non- ings and other combustible materials away from the combustible" requirement because the brick or con- stove as well. In general, a distance of 48" (1220 mm) crete hearth in front of the fireplace opening usually is must be maintained between the stove and moveable supported by heavy wooden framing as in Figure 13. combustible items such as drying clothes, furniture, Because heat passes readily through brick or concrete, newspapers,firewood, etc. Keeping those clearance it can easily pass through to the wood.As a result, areas empty assures that nearby surfaces and objects such fireplace hearths are considered a combustible will not overheat. floor. You may not install a heater on a combustible Safe Ways To Reduce hearth without legs. Standard leg installations must Clearances include the bottom heat shield. The floor protector Your stove has specific clearance requirements that must also meet standard requirements for freestanding have been established through careful research and installations. testing to UL and ULC standards. Protection Clearance requirements have been established to meet Floor Legs every installation possibility, and they involve the combi- • ' ithStandard nation of basic variables: Fireplace installations with the standard legs and the . When the stove has no listed heat shield bottom heat shield must have a floor protector of the . When the stove has a listed heat shield same construction as that specified for freestanding in- stallations: 1M" non-asbestos mineral board or equiva- When the wall has no heat shield lent, or 24 gauge sheet metal(that may be covered with When the wall has a heat shield (1 a decorative noncombustible material if you desire). • When the stove has a double-wall chimney con- The floor protector must extend at least 16 (406 mm) nector. �p [18"1457 mm in Canada]from'the front of the stove . When the stove has a single-wall connector and from the left(loading door) side;'and at least 6°] wit heat shields, or without heat shields. (152 mm) from the right side and.fear! It must also provide protection beneath any horizontal runs of the In general,the greatest clearance is required when you � locate a stove with no heat shield near a wall with no chimney connector, including 2"to either side. heat shield. The least clearance is required when both Many raised hearths will extend less than the required the stove and the wall have heat shields. Reducing a distance from the front of the heater when it is installed. stove clearance may require a listed heat shield on the y In such cases, sufficient floor protection, as described chimney connector as well, or a double-wall connector. t above; must be added to extend the hearth 16" (406 mm)[18" (457 mm) in Canada]. Clearances may be reduced only by means approved by the regulatory authority and in accordance with the Hearth rugs do not satisfy the requirements for floor clearances listed in this manual.The charts and sample protection. installations that follow list all the clearances required Fireplace insert installations also have specific clear- for the various installation configurations of Dutchwest ance requirements to the side walls, side decorative Convection Heaters. trim, and fireplace mantel. This information is found in "Fireplace Installation Clearances" in this section. REMINDER-FIREPLACE INSERT INSTALLATIONS WITHOUT LEGS ARE PERMISSIBLE ONLY IF THE HEARTH IS COMPLETELY NONCOMBUSTIBLE, SUCH AS UNPAINTED CONCRETE OVER EARTH. Keep the.Stove a Safe.Distance From Surrounding Materials Both a stove and its chimney connector radiate heat in all directions when operating. A safe installation re- quires that adequate clearance be maintained between the stove and nearby combustible materials to ensure that such materials do not overheat. 10 7001135 °�Hyy # V #m w � w •�` p;�.`�'M �'�1'ar'*�^� �� '. �'7{ %�"`. 7 fir: wr a 3 ec� `r » a ro� . e - _ r I V � d, s u y 4 s - S `-ic i y r t /ate Y! ,,.I^ .e:.�r J /.F'•gym 4 ( • MI Ir rr _h � w - -44 1 A I . •m Y 1w •. J .. +�y.,`.y - .. �� .,' ! ��'�s > W � may~ O D 275 Old Jail Lane, Barn 1/6/2016 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2' rc d Application Pa # j � �q E Health Division Date Issued lJG b Conservation Division Application Fee �e Planning Dept. Permit Fee ( �S Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address 1 2 7 S OLD rA tL- f`. 0 I,I G+r Village P b�4 Owner r�c r t so Address FA M-e- Telephone ��`) - O Permit Request S-T C ' k :Ll Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District . Flood Plain Groundwater Overlay Project Valuation Construction Type 611� C01-4C re� Lot Size_ n S1 �'�w Grandfathered: ❑Yes ❑Xo If yes, attach supporting documentation. Dwelling Type: Single Family 0 Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: l es ❑ No On Old King's Highway: /es; ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: dexisting dnew size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of AppealZo orization ❑ Appeal # Recorded ❑ Commercial ❑Yes If yes, site plan review# a Current Use &e iae lyts Proposed Use t ST11 A ("j- � 4� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) M Name �o�-� t G 0. hone Number i 29 .d� 1 -� Telephone Address 0 ( li S 7 � License # G q 0 7 2 . Mx M>L14 a Vt 102 s Home Improvement Contractor# - Worker's Compensation # 1+•s c ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJE T WILL BE TAKEN TO 1\ 0 SIGNATURE DATE 7 ,1 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ,MAP PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ' ELECTRICAL: ROUGH FINAL =r PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. of ` 'own of Barnstable R.egul2tory Services $.AILNsrADLE, t Thomas F, Ge-Her, Director g Buildin Division Tom Perry, 13uilding Commissioner 200 Main Street, Hyannis, MA 0260) www.toivn.barnstable.ma.us Offica: 508-962-403 8 pax: 508-790-62: Property Ownct Must CoMple'te 'anct Sign This Section If Using A Builder C—�" A &.14S� , as Owner of the subject property hereby authorize �1 h�Z^ {C " a to act on my behalf, in all matters relative to work authorized by this building permit applicatiotx for: 0 LD (Address of Job) 17ZO Signature of Owner Date r-�zp Print Name —If Property Owner is applying for permit please complete the Homeownets License ExemptJort PorrA on th•e reverse side. r Town of Banastable ",of IHE ro�y� Regulatory Services Thomas F. Geiler, Director aaxxsTAaLs, MASS. -�� � �ui�ding Divisioni67P. PffO MPta Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 �rSy�Y.town.barnstable.ma.us Fax: 508_790-6230- Office: 508-8,62-4038 BOAiEOWNER LICENSE EXEAiP'I-fON Please Print D ATE: JOB LOCATION: street village number "HOMBOWNLR": home phone N work phone# nasna CURBE74T MAILING ADDRESS: X zip code city/town sLatc ts or less ied divellings.Of six.* The current exemption for"homeowners"was cite ed to include owrrsess a ho ns, provided that the rOwner apt and to allow homeowners to engage an individual for hire�who does of possess supervisor. DEI•INITION 0 OhiE01VNER Person(s) who owns a parcel of land on Which he/she resi s e intends rtolsuch use and/or e, oil which ere is, or is farm h•uctures,ded,� to be, a one or two-family dwelling, attached or detached ctur I?' homeowner, person who constructs more than one homy n?af�c,a o n.aaformtaecept�ble to fire Bui1 not be lding Offic ered a l, that he.I he shall be "horneowner"shall subnut•to the Building Off r 1,1) res onsible for all such work erformed under buildingermif. ( ction 109, onsibility for compliance wit the State Building Code an The undersigned "homeowner" assumes red other applicable codes, bylaws, rules.and regul ions. rnsablc Th'e undersigned;'homeowner" certif s that he/she understands at he/ e ti��i I comp y 'th said procedures and went minimum inspection procedures a requirements an requirements. Signature of Homcowmcr ------------- Approval of Building Of ial Note; Thrcc-Family dwellings containing 35,000 cubic fcct or larger will be requir Code Sect ed• comply with the State Building ion 127.0 Constru HOMID"ER S EXE19PTION otvonrnref r ing work for provided that if the homeowner erigages a person(s�lor•hirc to do such The Code states that: "Any homeowner performing work for which a building permit is required steal)be exemp from the provisions Supery of this section (Section 109,1,1 -Urcnsing work, that such)4Dmcowncr shall act as supervisor."' endix la, Many hoMCDWnCrS who use thisexemption are srlY war on a2,15)ey axis lack of assuming the ncsooftcn)rcisu)tsf in seriousspr�blcrnsppartie Rules &Regulations for Licensing ConstructionP when the homeowner hires unlicensed persons. In this case,our Boafd cannot proceed against the unlicensed person as it would Huth licensed Supervisor. The homcowncr acting as Supervisor is ulNmatcly responsible. To ensure that the l OmeOwncr is tjands the rclly awaro os oinshbilt'[icer s ofsa Slupervi or.i tics, many 0n the)a Itupagc oft this aisssuc is a paTj of tform rrcn 1y'uscd by that the homeowner ccrrifythat he/she undejs- f��r.r.nification for use in your community. 1.3/4 45mm Z„ IATCH i� o 0 RELEASE XNOB �h O t0 Ln -- W UPP�� MOUNTING � m RACKET - ��.�. � N rt ' T 2114/4� n S15mm r LOWER i MOWING B ACHE G�Tr MOUNTING PLATE l'1 - ' O C 0 m 73 0 ru • V W Ca C" O GATEAERCE.GAp 3/8' 1.7J16 (9-37mm) - - �1�1�8 � �Dlll'STh4ENT � . 28mm'-- - - STIUKER --' - 5mt 86mm n m 83 GM1632-5 � 83-SRR 29 83- Add Brace at r, 83-SCR-25 panel Joint aS Shown 83-GM1632-3. 3-SCR-2 y . 3-SCR-21 Inlet •4' I - _ — I 3-SCR 21 83 SCR-21 I ; 5AFM ROPE 1 I I AND FLOAT 83777 SCR 21 Inlet 4 F ; 834M1632 2 l 83-SCR- 1 �\ / 83-SCR-21 Inlet . . .:83-SCR - 83-SCR-21 $3-SRR 21 ': `'. , .', step Option t Li ht 0 tion Skimmer . 83 6M1632-1 84-10034 3'Multi-Flex -1 . 84-1025-4 3'Li ht +1 Inlet a 6"Waterhrle 1 - -- - - T 83-SCR 21 C . - 3 10 83-SCR-21 p r L 11 — .. -- -- II O� B3-SCR-21 . Light' 4' 6' 8 F 14 .83- .z 32' 83-56R-21 Skimmer !�' I r' Multi-Flex 48 83-SC 2 A C; ; - DIVING/SLIDING I 'UIPMENT SHALL BE D ESIGNED FOR SWIMMING POOLS`. . AND SHALL BE INSTALLED! . O.lre g o-in 1 6' x 32' AGCORDANCE WITH THE DWG �Inlet< KGGMP48-1632-8'H O8L 'AREA($qFt): 458 PERIMETER: 84' TV logs -SCR-2 PM DIVING/SLIDING;EOUIPMENT � 83-SCR 21 EASE CONTACT THE DIV NCGJSLIDING , VALUME'(US Gal.) Y8 400 LINER AREA(SgFt); 512 DATE: 017Jan/2008 THE RscuF cn FOR T10NS, EQUIPMENT VOLUME(Litres): 69500 SAFETY COVER(SgFt): 747 SCALE: 1/8" MEETS DEPTH AND SHAPE MINIMUM STANDARD'ANSI/NSPIS2003 Ore OA Step Option 2 SHEET: ,. '1 OF 2 =, i POOL I COPING DECK„ ADJUSTABLE POOL WALL ' A-F RAM E PANEL COMPLETE 04223 WIDTH OF 2" PREPARED BASE POUR 8" MIN. THICK BOTTOM 2 -0 2500 psi o �, :. .� CONCRETE o BOND BEAM ati►: ! � - . \11,// 11 1-111 /21-611OVERDIG ,111. /��/i Y UNDISTURBED I ,r EARTH o i PRODUCT 118 - • �� ���� Page No. of Pages � PINNACLE Po®Ls co�651 "s-08)516 : 2_Z-7?' 10 Clayton Road .d Middleboro, MA 02346 2689 666-309-4150 PROPO AL SUBMITTED TO PHONE DATE 1 OKISOA) —4 V-1 tfj -,o Zj STREET JOB NAM 02� ®14 � ,qtj LAI CITY,STATE and ZIP CODE JOB LOCATION ARCHITECT DATE OF PLANS JOB PHONE We hereby submit specifications and estimates for: ............._./!.x.32........... .4 S....._........... �c �► ..................... <... T _ s.S-®_a .................. .... L.b. T. e v ............................, ... �''®o................................................... _..... ..... ��-( ... s ..f .. .......................... ................................... . �� ..........................................__._......................... �aa d ... ... ....��._3®� ........... ... ol. Aac(v � o va .... . ........................ ....... ... ..... ..........................................._............... ( c . ... ......................... 00 ....................L..... .t....... � .................................................. ............ .............................................................................................. . .. . .. ... luP Propose hereby to furnish material and labor—complete in accordance with above specifications, for the sum of: dollars($ ). Payment to be made as follows �. New � +1�� spa *k4 /l All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices.Any alteration or deviation from above specifications Authorized involving extra costs will be executed only upon written orders, and will become an extra Signature charge over and above the estimate: All agreements contingent upon strikes, accidents or delays beyond our control.Owner to carry fire,tornado and other necessary insurance. Note:This proposal may be Our workers are fully covered by Workman's Compensation Insurance. withdrawn by us if not accepted within days. Arreptaurr of proposal —The above prices, specifications and conditions are.satisfactory and are hereby accepted. You are authorized Signature to do the work as specified. Payment will be made as outlined above. Date of Acceptance: Signature nn l 536.65' L=20.40' io R=341.40 LOT 12 74,051 SF 1.70 ACRES kl EXISTING 177 00' FOUNDATION �� z TOP FND. Sg 0T ELEV. = 96.5' J 7 8J O �t 0' zo n M 64 g0 DCE #07-246 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 275 OLD JAIL LANE BARNSTABLE, MA SCALE : 1" = 80' DATE : SEPTEMBER 29, 2009 REVISED DATE : OCTOBER 20, 2009 STREET ADDRESS, PARCEL# PREPARED FOR: REFERENCE PAR 2 0-00�1 277 CE C L CARLSON LCP 39072-C LOT 12 I HEREBY CERTIFY THAT THE STRUCTUREF SHOWN ON THIS PLAN IS LOCATED ON THE �P�ZNO Mq��s9 GROUND AS SHOWN HEREON. j� y TIMOTHY G I off 508-362-4541 H. fax 508-362-9880 COVELL downcapa.com ® 0 No.38035 do�►n ee�e engineering,I P civil engineers --- land surveyors 939 Main Street ( Rio 6A) YARMOUTHPORT MA 02675 DATE REG. LAND SUR EYOR TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION . sApplicParcelMap .71 ation # Health Division "'Date Issued 1 ( Q Conservation Division .,;Application Fee Planning.Dept. Permit Fee Date Definitive_Plan Approved by Planning Board - U Historic = OKH -Preservation/Hyannis -ND OPT. Project Street Address � aQ e Villa �AZO_s Co— 9 Owner Address Telephone 36 ' 9yo6 Permit Request �UIL/� d�CL✓ S/sU�L� � '� /,L J `J�✓ +-�fb-' Square feet: 1 st floor: existing proposed _2nd floor:'existing proposed Total new Zoning District. Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size I-� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family G]' Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: 2`Full ❑ Crawl ❑Walkout ❑ Other dA& ox Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing. new Half: existing new Number of Bedrooms: existing-new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes OIlo Fireplaces: Existing New Existing wood/coal stove: ❑Yes al co Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ A // Attached garage: ❑existing El size _Shed: ❑ existing knew size �1 Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes e'N0 If yes, site plan review# Current Use Al d Proposed Use r_0 03 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ' Name �, L Telephone Number e-c� Address 2 d AIL �'N License # L't� A-1i� Home Improvement Contractor# O-Z 6:?o Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 1 FOR OFFICIAL USE ONLY APPLICATION# T -bATE ISSUED P r+ - MAP/PARCEL NO. r ADDRESS VILLAGE OWNER DATE OF INSPECTION: �^y FOUNDATION 9 © _ o.� ® �- FRAME 1 3�lrn INSULATION ,6�//VS{ /'ill 5/ FIREPLACE ��I" -®GQ-7' 1-/g+ -/® ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL I GAS: ROUGH FINAL { FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. �t Town of Barnstable 0 Building Department - 200 Main Street 9 S& * Hyannis, MA 02601 16.19 ,�' (508) 862-4038 Argo�s Certificate of Occupancy Application Number: 200903010 CO Number: 20100167 Parcel ID: 277020001 CO Issue Date: 11109110 Location: 275 OLD JAIL LANE Zoning Classification: Proposed Use: DEVELOPABLE LAND Village: BARNSTABLE Gen Contractor: PROPERTY OWNER Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed r � r T SHE "OWN OF BARNSTABLEf1dhig � Application Ref: 200903010 BARNSTABLE. * Issue Date: 11/20/09 Permit 9 MASS. �ArFO N319. 16h,�� Applicant: CARLSON, CARL A II Permit Number: B 20092290 Proposed Use: DEVELOPABLE LAND Expiration Date: 05/20/10 Location 275 OLD JAIL LANE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 277020001 Permit Fee$ 1,275.00 Contractor PROPERTY OWNER Village BARNSTABLE 'App Fee$ 100.00 License Num OWNER Est Construction Cost$ 250,000 Remarks -- ----------------i APPROVED PLANS MUST BE RETAINED ON JOB AND BUILD A NEW 3 BEDROOM SINGLE FAMILY HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY I.S REQUIREI ,SUCH Owner on Record: CARILSON,CARL A II BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 277 OLD JAIL LN INSPECTION HAS BEEN MADE. BARNSTABLE, MA 02630 1 Application Entered by: PR Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY-PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET ORALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). - G.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITII UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS d' I 2 1 _ l ' 'c, f'' 2 ; V 2 CO >,,., rz.o`uid.e c it 'q mac. �, ryry tk 3 Ls"'may�"�'`' '1 Heating Inspection Approvals Engineering Dept by C f•of o IL. Fire Dept 2 ; Board of Health h� �'� 5 PROJECT NAME: I ADDRESS: �`� S `�. V l—C►�-�2__ 2) PERMIT# O�OD�I 0 .301 � PERMIT DATE: ( I Zy(p M/P• LARGE ROLLED PLANS ARE IN: BOX SLOT -�- Data entered in MAPS program on: i t BY: q/wpfiles/archive r 0 Town of Barnstable �pP THE Tp�y p Regulatory Services N� OT t t EARNSTAaLE Thomas F.Geiler,Director MASS. 16yg. Building Division rED � Tom Perry,Building Commissioner 200 Main Street, Hyannis,M.A 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: CI-7 JOB LOCATION: .2/ ) C�16 �number street / village "HOMEOWNER": name home phone# work phone# CURRENT 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 homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)Who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and require n 7 �lJ Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act-as supervisor." Many homeowners who use.this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her.responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by. several towns. You may care t amend_and adopt such a fomVicertification for use in your community. rl•fnrmc•hr,,,,.r,•rmnt � °FIHE r, Town of Barnstable i, Regulatory Services ` g"arrsr"BLE 'Thomas F.Geiler,Director q�jp i639. b�� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstabl e.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using.A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized bythis building permit application for: (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. n•PnDA,iC•Mz/T.IFAPFRMf.CCI(lU �► r Town of Barnstable Regulatory g y Services v es Thomas F. Geiler,Director ibJ� ►. BuMirig Division rEn M1 Thomas Perry, CBO,Building Commissioner 200.Main Street, Hyannis, MA 02601 www.town.barastable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: C CA P-L -S o Map/Parcel: D D O o o/ Project Address ar7�� O i--b .--TAIL Builder: C �r�'} &So-V The following items were noted on reviewing: O/Z N® o N S �� sc � �Nc y Lor 7 02 Lam? ig - Lo-7- � o iS S f4o w H o N P 04 1. 9 0 "7 -7 C A D ► yE W 4 S e dH tf 6-1 G--14 go 2 S L f9 "-f® - l 0 -E P- r F PCtJ 714!u g ca H SI S TEN C `mow PP �69-G- = S y EGC A V�b c_.64 uP bf S G-R-6 7" V+o wrc-m Ct-L4 S'T k a 4 r� s P. IE:b d`l -6f q C—Clk4 0 G._, i F r L- o &A-f-4�&-tF G-L14-SS P/Zo °f€c bo w S i sG—tL -Tt�. r ro �- a-o L s N �'�_ Revi6wed by: Date: Q:Forrm:Plnrvw Town- of Barnstable gI�D cy Regulatory Services � , �TAB Thomas F. Geiler, Director �' L °r o ;�`e Building Division _ 4-5 �f- Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fin: 508-790-6230 PLAN REVIEW � g Owne~: Map/Parcel., Project Address - Builder: S 1 The following items were noted on reviewing: vF D tSCP_E ► o1-� ✓� �}cc-ASS � ��4 � � c �2v ss �S N �c �-�' 1�02 . �T s r7 y-c A x 6 � — w fFl C� ? l/ `- I L o/ 's C- Reviewed by: 0if Date: r S&4 J_ QTo=Tlnrvw �I r Town- of Barnstable � tA Regulatory Services J ` Y"GIII' Thomas F. Geiler,Director i6Jg ►`e� Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis, MA 02601 vww.town.barastable.ma.us 'Office: 508-862--4038 Fax: 508-790-6230 PLAN REVIEW Owner: C , .CAS--SV �_7 -7 C O o � Map/Parcel: / Project Adciress �7 � O 0 S ZM IL—Builder: C L_ '5Z I The following iterns were noted on reviewing: U P K. 10 L 70 oar e4 s r .hI wAL(_ s14 1,9,07 19 5PC—C-710 N _ 774 t S oEF(CE wt u S-r f,t"T cC1 vt E7 A A cc v /Z4 7c FS e q ccie— i pQS uLA-77o q ca L�-'I-b C0CCPcLIS e Li4S S 2.b -V—C-770q ,D1!�—`7-41L ��1 4) 0 C C o ?CIS ©/`i�t 0-1 V S7- �C�-j v CR oss O kI 6-40AI- LO7 Revi6wed by: Date• Q:Forms:Plnrvw 7 p ,AE r. Town. of Barnstable Regulatory Services ' : MAg7.t9TAhC.E, �V k{ISC . Thomas 1+. Geiler, Director- i6��- ,0$ BaUding Division Thomas perry, CBO, Building Commissioner Epp 200 Maio Street, Hyannis,MA 02601. www.town.barnstable.ma.us o LID fffi`cc( 5508-862-4038 Fax: 508-790-6230 PLAN RE VIE W 'bo� Owner: C, C P-Q�' -/ Map/Parcel: -7 7 O- 0 4 0 / �1 Project Address a"� a Lb 0i � Builder: f' So O/ -4 The following items were noted on -reviewing: t N s hF c-7710 N r 774 rS 01-r--Fr C E art v S j. R-C-CO. Y-f1 m C.a c_Er&Is. 'w ACM C E-C�V-UST L BLS ' ... . • �� �-, D �- r-r4� t_ .t=a fZ �-�-2r4 �-� � o-0 2 S •9 T W AS 407 -P,4R-i- vj'5-r 15 , $ [LAO-M tj B MISS V 0 of *PA -rJ9 [ T- WAS tp2 eA R-9 Y N 6- Al S TC—�5 L or- G-A k4 C -& o r . GPI fzA 6-7- -p ®-o fZ pj-n" C-/Z- Reviewed by: Date: Q:FDmis:Plnrvw Message Page 1 of 1 Roma, Paul From: Perry, Tom Sent: Friday, August 14, 200911:06 AM To: Roma, Paul Subject: FW: Carlson-275 old jail Here ya go;let's get the foundation out to him this afternoon.Thanks -----Original Message----- From: duxmarsh@aol.com [mailto:duxmarsh@aol.com] c- Sent: Friday, August 14, 2009 10:35 AM To: Perry, Tom Subject: Carlson- 275 old jail Tom, As discussed with you and Paul earlier, I will have the foundation guy (Bob Belanger) install 5/8 anchor bolts with 3 inch plate washers no further than 44 inches apart rather than what is specified on my plans.I would like to start right away so please let me know when I can come get a permit to begin work. Thank you both for meeting with me earlier, I will do my best top make this entire project run as smooth as possible. Carl Carlson 508-362-9006 8/18/2009 f ' Mr. Paul Roma TOWN OF1to~ABLE Building Inspector +�D OCT 15 200 Main St n 00 Hyannis, MA 02601 - Dear Mr. Roma, I am writing this letter regarding your refusal to issue an occupancy permit for my new home at 275 Old Jail Lane in Barnstable village. I have addressed two of the three items cited by you on your last inspection. The 2x4's and plywood at the hearth have been removed and the hot water pipes have been insulated. The third item you requested was for me to pull a permit for the space above the garage. It is unclear to me why an additional permit is required at this time. Permits for the rough plumbing and wiring were pulled and inspections were performed. I insulated the space as the costs to do it later would have been considerably more. Mr. Amara performed the insulation inspection and at that time he stated that the spray foam insulation had to be covered with drywall, plywood or a flame retardant paint prior to the final inspection. Cape Cod insulation returned and painted the areas in the attic and I opted to have the drywall installed as it made no sense to spend the additional money for the special paint only to drywall over it at a later date. The space above the garage remains unfinished as well as unheated. I fully understand that a permit will be required to finish this space and I will apply for one when and if I plan to do so. I have had several individuals familiar with the code look into this matter for me. They see no reason why the occupancy permit isn't being issued. All necessary permits were attained, inspections performed and no safety violations were cited. Please notify me in writing why non issuance of my occupancy permit is justified. Your prompt attention to this matter would be appreciated. Thank you, Cw q4 Carl Carlson PO box 184 Barnstable,.Ma 02630 774-836-0212 0 ' CC: Thomas Perry t.. 4A. , OFfHE ro Town of Barnstable Regulatory Services • BARVSrABLE, v MASS. Thomas F. Geiler, Director �A 039 lE0ppO`lA Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 October 25, 2010 Mr. Carl Carlson 275 Old Jail Lane PO Box 184 Barnstable, MA 02630 Re: 275 Old Jail Lane Dear Mr. Carlson, The delay in the issuance of the certificate of occupancy for the above referenced address was because of unpermitted changes to the approved plans. These changes exceeded the scope of the permit issued and you were advised on at least three separate occasions that a building permit was needed for the changes above the garage. Application has failed to happen. The Building Commissioner has authorized that a CO may be issued. Please bring the permit to 200 Main St., Hyannis for finalization. Also, please be advised that compliance with 780 CMR 5110 and OKH Statement of Understanding is mandatory. Sincerely, Paul Roma Local Inspector Mr. Paul Roma 10/29/10 Building Inspector 200 Main St Hyannis, MA 02601 Dear Mr. Roma, I have enclosed the original copy of the building permit as requested by your letter of October 25, 2010 for issuance of my CO. Thank you, Carl Carlson PO box 184 Q 4 0 Barnstable, Ma 02630 774-836-0212 ,c o CC: Thomas Perry cn w rn '1I4E„ TOWN OF BARNSTABLE Bbndhig Application Ref: 20090,3010 BARNSfASLE, ; Issue Date: 11/20/09 Permit 9 MASS. 1639• Applicant: CARLSON, CARL A II Permit Number: B 20092290 Proposed Use: DEVELOPABLE LAND Expiration Date: 05/20/10 Location 275 OLD JAIL LANE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 277020001 Permit Fee$ 1,275.00 Contractor PROPERTY OWNER Village BARNSTABLE App Fee$ 100.00 License Num OWNER Est Construction Cost$ 250,000 Remarks — ------ --.------------'-----� APPROVED PLANS MUST BE RETAINED ON JOB AND BUILD A NEW 3 BEDROOM SINGLE FAMILY HOME-- — - THIS CARD MUST BE KEPT POSTED UNTIL FINAL I _ J INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY 1S REQUIRED,SUCH Owner on Record: CARLSON, CARL A II BUILDING SHALL NOT BE OCCUPIED UNTIL A rINAL Address: 277 OLD JAIL LN INSPECTION HAS BEEN MADE. BARNSTABLE, MA 02630 Application Entered by: PR Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4. PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.1r.S,LJ ,1%1RJIJ. ' G.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WIT]I UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 '.2 °Pj� 2 3 LAPS'`' 1 Heating Inspection Approvals Engineering Dept f '� oft= If Fire Dept 2 l Board of Health t - f of'TKE 1 Town-of Barnstable Regulatory Services A k ' r s • BAAMRN BLE' ' Thomas F. Geiler, Director Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 November 1, 2010 Mr. Carl Carlson 275 Old Jail Lane PO Box 184 Barnstable, MA 02630 Re: 275 Old Jail Lane Dear Mr. Carlson, Enclosed is the original copy of the Building Permit for the above referenced address. Once again, as stated in the letter of October 25, 2010, "...bring the permit to 200 Main St., Hyannis for finalization." Sincerely, Paul Roma Local Inspector I F ENERGI CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY OR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: G', ,L �,q/� j 0 Site.Address:..2�? 0i D —7ML t10 print Town: Applicant Phone: ��--� ' Q Applicant Signature: L"✓c Date of Application: 4�*• NEW CONSTRUCTION: choose ONE of the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Option 1: Slab Basement Fenestration exposed � Wall Floor Perimeter U-factor floors R-Value R-Value Wall R-Value AFUE HSPF SEER R-Value R-Value and Depth National Appliance Energy R-10, Conservation Act(NAECA)of .35 R-38 R-19 R-19 R-10 4 ft. 1987 as amended,minimums or reater as applicaWe Note: This form is not required if you choose either of the two versions of REScheck as listed below. Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed (780 CMR 6107.3.2) REScheck—Web which can be accessed at http://www.energycodes.gov/rescheck/ . ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS OVER.5 YEARS OLD* *Buildings under 5 years old must use option#I or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b - a) SF 100 x — _ % of glazing (b) Glazing area equals SF b a If glazing is< 40% use the chart below. If glazing is > 40.%proceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM ❑ Fenestration Ceiling and .Wall Floor Basement Wall Slab Perimeter U-factor Exposed floors R-Value R-value R-Value R-Value R-Value and Depth .39 R-37 a R-13 R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not compressed over exterior walls, and including any access openings). SUNROOM—An addition or alteration to an existing building/dwelling unit where the total El glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120.P) Affidavit of Substantial Financial Interest I, � � �. ��- � of �` llr�Si`�?�3L[o' � , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the pro erty located at Map , Parcel (� The address of the property is ? 0t. AIL LoV 2. 1 have legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is G 25� , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is 6191a� , I have had a 1% or greater'legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted ® building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the.last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted O building permit applications for property in which I have a 1% legal or equitable interest. 8. Within.this month, I have received building permits for property in which I have a. 1% legal or equitable interest. Signed under the pains and penalties of perjury, this26day ofJw--"2 , 200_.. 2001-0050/affin 1 f heck of Beam 1: CARLSON RESIDENCE 241 . Garage Beam INPUT 0.03 I Slope 0 in 12 Floor I Live Load ( K /Ft -2) : ,ode : BOCA I Dead Load ( K /Ft -2) 0 .0150 i GradeSpeci . Wet Use : No I Snow Load ( K /Ft -2) : Rep. Use : No I TL Deflection : L/300 I Trib. Width : 11'-4" Lt. Cant. : N I LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 124 ' -0" Actual 124'-1.5" Brg. 3" 0H Min. 0" o„ Total Length : 24 ' -1.5" MEMBER SELECTED Steel WF W10x30 IS MEMBER OK? : Yes I CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING I SHEAR I LL-In) ) I TL-In I ( K ) I ( K /In "2) I ( K /In ^2) I ( In) ( ( In) MAX VALUE I 6.12 I -13.6 i 1 .913 64 80 i -0.5 I -0.7 % OF ALLOW I n/a I I 80 LOCATION I 0" I 12 ' -0" 12 I 0" I '-0" I 12'-0" MAXIMUM HANGER FORCES 0 K (LEFT) 0 K (RIGHT)--- I 10.47 In. I I I Deep I I -I --------- -------------------------------------- N k MgSs�c I 6120 lbs Max. iAM 0. 6120 lbs Ma v�►��'` a Hop ti� r � X. °ZI 2040 lbs DL 2040 lbs DL SiRUCTURAI 4080 lbs LL 4080 lbs LL �°q�gFC 59 ����0�`s` 6.1 K 6.1 K FF�sION a� General Notes 1. Beam weight is assumed to be included in Dead Load. 2 . Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. y Check of Beam-1: CARLSON RESIDENCE 14 ' Rafter INPUT Roof I Live Load { K /Ft -2) 0.03 I Slope 12 in 12 Code : BOCA I Dead Load ( K /Ft -2) 0.01 j Species : Spruce-Pine-Fi Wet Use : No I Snow Load ( K /Ft -2) 0.03 j Grade : 1200f Wind Load ( K /Ft -2) 0.012 Rep. Use : Yes I TL Deflection : L/180 I Trib. Width : 1 '-4" Lt. Cant. : N I LL Deflection : L/240 ( DOL : 160 Rt. Cant. : N ( Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 114 '-0" Actual 119.9758 Ft Brg. 3" 0" Min. 1 .5" 1.5" Total Length 19.9758 Ft MEMBER SELECTED Sawn Spruce-Pine-Fir 1200f 2x12 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING I SHEAR I LL-DEFL I TL-DEFL I ( K ) 1 ( K /In -2) I ( K /In -2) I ( In) I ( In) MAX VALUE j 0.46799 I 0.54688 j 0.037332 I -0.765 j -0.897 % OF ALLOW I n/a I 31 I 46 I 77 I 67 LOCATION ( 0" j 7' -0" j 131-4.045" I 91-4.248" i 91-4.248" MAXIMUM HANGER FORCES 0.46799 K (LEFT) 0.46799 K (RIGHT) ------------------------------------------------------------ I 12 In. I I Deep j I o nt,oss i --------------- -----� — — --------- ILIMO GN 468 lbs Max Is OP ORAL 468 lbs Ma x. CDsY No.29488 132 lbs DL gF��sSE��o 132 lbs DL 336 lbs LL �°'`Fs-11SI �� 336 lbs LL 0.468 K Q 0.468 K General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on u i orttin memb rs. 7. gativ� rear ion indicates that the beam must be fastened i _________________________________ Design of Beam 1: CARLSON RESIDENCE RB1 INPUT Floor I Live Load ( K /Ft -2) : 0.03 I Slope 0 in 12 Code : BOCA i Dead Load ( K /Ft -2) : 0.01 ( Species Wet Use : No I Snow Load ( K /Ft -2) : 0 I Grade : 1.8E Rep. Use : No I TL Deflection : L/240 I Trib. Width : 14' -0" Lt. Cant. : N I LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 114' -0" Actual 114'-1.5" Brg. 3" 0" Min. 1.5" 1.5" Total Length : 14 ' -1.5" MEMBER SELECTED Generic LVL 1.8E 1.75xll.875x2 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL ( REACTION ( BENDING ( SHEAR I LL-DEFL I TL-DEFL ( K ) I ( K /In -2) I ( K /In -2) I ( In) I ( In) MAX VALUE ( 3.92 i 2.001 I 0. 12147 I -0.413 ( -0.551 % OF ALLOW I n/a .i 76 I 42 I 88 I 78 LOCATION I 0" I 7 '-0" i 13'-. 125" I 7'-0" I 7'-0" MAXIMUM HANGER FORCES 3.92 K (LEFT) 3.92 K (RIGHT) ------------------------------------------------------------ 11.88 In. I Deep I I --------------------------------------- - ----------- of MgSs 1 x, 3920 lbs Max. ``� uam o 9cy°� 3920 lbs Ma 980 lbs DL etSHOP 980 lbs DL 2940 lbs LL � STRUCTURAL cr'i, 2940 lbs LL 3.9 K , No.294 P •'����FS.SIONA���G� � General Notes '-�'� ,, • 4 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. ____________________________________ Design of Beam 1 : CARLSON RESIDENCE RR2 R93 5AW INPUT Floor I Live Load ( K /Ft -2) : 0.03 I Slope 0 in 12 Code : BOCA I Dead Load ( K /Ft -2) : 0.01 I Species Wet Use : No I Snow Load ( K /Ft -2) : 0 I Grade : 1.8E Rep. Use : No I TL Deflection L/240 I Trib. Width : 1 '-4" Lt. Cant. : N I LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length ( 14' -0" Actual 114'-1.5" Brg. 3" 0" Min. 1.528" 1.5" Total Length : 14 ' -1.5" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF I LOAD I LOAD I DISTANCE I LOAD I BEGIN I END NO. I CASE I TYPE I TO START I LENGTH I VALUE I VALUE 1 1 D I C 1 3 I I 1.16 I 2 1 L I C 13 i I 3.47 MEMBER SELECTED Generic LVL 1.8E 1 .75xll.875x2 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING I SHEAR I LL-DEFL ( TL-DEFL I ( K ) I ( K /In -2) I ( K /In -2) I ( In) I ( In) MAX VALUE I 4.011 I 1.72 ( 0.14262 I -0.278 I -0.371 % OF ALLOW I n/a I 66 I 50 I 59 I 53 LOCATION ( 0" I 3'-0" I 13'-.125" ( 6'-2.799" I 61-2.799" MAXIMUM HANGER FORCES 4.011 K (LEFT) 1 .365 K (RIGHT) ------------------------------------------------------------ I 11.88 In. I I Deep I I ------------------------------------- �u►.as - --------- 4011 lbs Max. �� ����� � ;, 1365 lbs Ma X. ti 8{SN OP ,'^,,, STRUCIU IIAL 1005 lbs DL No.2908 341.9 lbs DL 3006 lbs LL Fc;reT�F ��� 1024 lbs LL 4 K °'`FSS�oNA � 1.4 K General Notes I. Beam weight is assumed to be included in Dead Load. 2 . Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. 7-6-) - - -- ------------------------------ Design of Beam 1: CARLSON RESIDENCE RR1 INPUT Floor I Live Load ( K /Ft -2) : 0.03 I Slope 0 in 12 Code : BOCA I Dead Load ( K /Ft -2) : 0.01 I Species Wet Use : No I Snow Load ( K /Ft -2) : 0 I Grade : 1.8E Rep. Use : No I TL Deflection : L/240 I Trib. Width : 1' -4" Lt. Cant. : N I LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 114--0" Actual 114'-1.5" Brg. 3" 0" Min. 1.5" 1.5" Total Length : 14 ' -1 .5" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF I LOAD I LOAD I DISTANCE I LOAD I BEGIN I END NO. 1 CASE I TYPE I TO START I LENGTH I VALUE I VALUE 1 1 D I C 1 5 I I 0.91 I 2 1 L I C 1 5 I I 2.73 I MEMBER SELECTED Generic LVL 1.8E 1.75xll .875x2 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING I SHEAR I LL-DEFL I TL-DEFL I ( K ) I ( K /In -2) I ( K /In "2) I ( In) I ( In) MAX VALUE I 2.713 I 1.882 ( 0.095779 I -0.314 I -0.419 % OF ALLOW ( n/a I 72 i 33 I 67 i 59 LOCATION ( 0" I 5'-0" I 13'-.125" I 61-6.179" 16--6.179" MAXIMUM HANGER FORCES 2 .713 K (LEFT) 1.673 K (RIGHT) ------------------------------------------------------------ I I 11.88 In. Deep I I----------------------------------- F a' ----------- WIL AM 0. 2713 lbs Max. BISHOP 1673 lbs Ma X. o STRUCTURAL 678.3 lbs DL " No.29488 418.3 lbs DL 2035 lbs LL '�o gF"ISTE��� ti1 1255 lbs LL 2.7 K F�S/ONA� , ` 1.7 K General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. Design of Beam 1: CARLSON RESIDENCE Stair Header at CB2 INPUT Floor I Live Load ( K /Ft -2) : 0.03 ( Slope 0 in 12 Code : BOCA { Dead Load ( K /Ft -2) : 0.015 I Species Wet Use : No I Snow Load ( K /Ft -2) : 0 I Grade : 1.8E Rep. Use : No { TL Deflection : L/300 { Trib. Width : 1'-0" Lt. Cant. : N I LL Deflection : L/360 ( DOL : 100 Rt. Cant. : N { Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length ( 3'-4" Actual 13'-5.511 Brg. 3" 0" Min. 2.075" 2.05911 Total Length : 3' -5.5" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF { LOAD I LOAD I DISTANCE I LOAD I BEGIN ( END NO. I CASE I TYPE I TO START I LENGTH I VALUE I VALUE 1 1 D I C 11.66 I I 2.70 I 2 1 L I C I 1 .66 I I 8.00 "{ MEMBER SELECTED Generic LVL 1.8E 1.75x9.5x2 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL ( REACTION I BENDING { SHEAR I LL-DEFL I TL-DEFL I ( K ) I ( K /In -2) I ( K /In -2) I ( In) I ( In) MAX VALUE i 5.446 I 2.047 I 0.24384 { -0.024 I -0.032 % OF ALLOW I n/a { 76 I 85 { 21 ( 23 LOCATION i 0" I 1 '-7.92" I 2'-6.5" 11 --7.974" ( 11-7.974" MAXIMUM HANGER FORCES 5.446 K (LEFT) 5.404 K (RIGHT) ------------------------------------------------------------ I 9.5 In. I I Deep I I I ---------------------------------------- --------------- i - i 5446 lbs Max. �1 os�cyG 5404 lbs Ma x. tia YV,1.�.�Q� f1t^ 1380 lbs DL �sNop 1370 lbs DL 4066 lbs LL t��cluap� ti 4034 lbs LL 5.4 K 5.4 K '�E,ISSti G� General Notes !�Fgs��lyai 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. S. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. -------------------------------------------- Design of Beam 1 : CARLSON RESIDENCE CB2 INPUT Floor I Live Load ( K /Ft -2) : 0.03 I Slope 0 in 12 Code : BOCA I Dead Load ( K /Ft -2) : 0.01 I Species Wet Use : No I Snow Load ( K /Ft -2) : 0 I Grade : 1.8E Rep. Use : No I TL Deflection : L/300 I Trib. Width : 1'-0" Lt. Cant. : N I LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 116 '-0" Actual J 16'-1.5" Brg. 3" 0" Min. 1.5" 1.511 Total Length : 16' -1.5" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF I LOAD I LOAD I DISTANCE I LOAD J BEGIN I END NO. I CASE I TYPE I TO START I LENGTH I VALUE I VALUE 1 1 D I C 1 8 I I 1.11 2 1 L I C 1 8 I I 3.34 I MEMBER SELECTED Generic LVL 1.8E 1.75xll.875x3 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION ( BENDING I SHEAR I LL-DEFL I TL-DEFL I ( K ) ( ( K /In -2) I ( K /In -2) I ( In) I ( In) MAX VALUE ( 2.545 I 1.856 I 0.060281 I -0.407 I -0.542 % OF ALLOW I n/a ( 71 I 21 I 76 I 84 LOCATION i 0" I 8 '-0" i 15'-.125" I 8' -0" 8'-0" MAXIMUM HANGER FORCES 2 . 545 K (LEFT) 2.545 K (RIGHT) ------------------------------------------------------------ i 11.88 In. I Deep I i I ---------------------------------------- ---------- lp 0 ASS%9C' 2545 lbs Max. vit 0. ti��� 2545 lbs Ma x. a�sHaP a 635 lbs DL s��ucTURA� U 635 lbs DL 1910 lbs LL N0 2g0ap . 1910 lbs LL 2.5 K A���� � 2.5 K General Notes A. 1. Beam weight is assumed to .be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. ------------------------------------------ ------------------------------------ ul ------------------------------------ Design of Beam 1 :- CARLSON RESIDENCE RB5 INPUT Floor I Live Load ( K /Ft -2) : 0.03 I Slope 0 in 12 Code : BOCA I Dead Load ( K /Ft -2) : 0.01 I Species Wet Use : No I Snow Load ( K /Ft -2) : 0 I Grade : 1.8E Rep. Use : No I TL Deflection : L/240 I Trib. Width : 1 '-0" Lt. Cant. : N I LL Deflection : L/360 I DOL 100 Rt. Cant. : Y I Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 I SPAN 2 Length 114' -0" 18 ' -0" Actual 1141'-0" i 8' -0" Brg. Oil o„ Min. 1.5" 1.697" Total Length : 22 ' -0" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF ( LOAD I LOAD I DISTANCE I LOAD I BEGIN I END NO. I CASE I TYPE I TO START I LENGTH I VALUE I VALUE 1 1 D I L 114 i 8.00 I 0.08 I 0.00 2 1 L I L 114 I 8.00 I 0.24 I 0.00 3 1 D I U 1 0 I 14.00 ( 0.08 I 4 1 L I U 1 0 I 14.00 i 0.24 MEMBER SELECTED Generic LVL 1.8E 1.75xll.875x2 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING I SHEAR I LL-DEFL I TL-DEFL I ( K ) I ( K /In 2) I ( K /In -2) I ( In) I ( In) MAX VALUE I 4.455 I 1.203 I 0.090189 ( 0.485 I 0.530 % OF ALLOW I n/a I 46 I 31 I 91 I 66 LOCATION I 14 ' -0" I 61-9.206" I 13 ' - .125" I 22 '-0" I 22'-0" MAXIMUM HANGER FORCES 2 .436 K (LEFT) ------------------------------------------------------------ I I 11.88 In. Deep I i ------------------------------------------------------ 1 1 2436 lbs Max. 4455 lbs Max. 546.2 lbs DL 1114 lbs DL p Mgss ` 1890 lbs LL 3341 lbs LL 2.4 K 4.5 K = WIW M 0• BISHOP +^{ General Notes c STRUCTURAL C4 1. Beam weight is assumed to be included in Dead Load. No.2948�� w�4 2. Load locations given are measured from the left end �9goRFGIS1�� of the structure. FFssioNA��� 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened 8. CantiteseppdefIbOttesiatlupibfbs are based on twice the span length. I Design of Beam 1: CARLSON RESIDENCE CBI INPUT Floor I Live Load ( K /Ft -2) : 0.03 I Slope 0 in 12 Code : BOCA I Dead Load ( K /Ft -2) : 0.01 I Species Wet Use : No I Snow Load ( K /Ft -2) : 0 I Grade : 1.8E Rep. Use : No I TL Deflection : L/300 I Trib. Width : 1 '-0" Lt. Cant. : N ( LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 1161 -0" Actual 116'-1.5" Brg. 3" 0" Min. 1.5" 1 .5" Total Length : 16' -1.5" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF I LOAD I LOAD I DISTANCE I LOAD I BEGIN ( END NO. I CASE I TYPE I TO START I LENGTH I VALUE I VALUE 1 I D I C i 8 I I 0.87 I 2 1 L I C 1 8 I ( 2.60 I MEMBER SELECTED Generic LVL 1.8E 1.75xi1.875x3 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING I SHEAR I LL-DEFL I TL-DEFL I ( K ) I ( K /In -2) I ( K /In -2) I ( In) I ( In) MAX VALUE i 2.055 i 1.474 I 0.048491 I -0.324 ( -0.433 % OF ALLOW I n/a I 56 i 17 ( 60 I 67 LOCATION I 0" i 8 '-0" i 15- -.125" I 8'-0" I 8'-0" MAXIMUM HANGER FORCES 2.055 K (LEFT) 2.055 K (RIGHT) ------------------------------------------------------------ I 11.88 In. I Deep I I i �f mA ------------------------------------- ---Ssa =--------- I �3� LLIAM 0• G�,� I 2055 lbs Max. sNUP 2055 lbs Ma x. SSNQ 29�88 v, 515 lbs DL 515 lbs DL 1540 lbs LL oREG►`IE�`���`` 1540 lbs LL 2.1 K FQS1001- 2.1 K General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members . 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. r Design of Beam 1: CARLSON RESIDENCE RB4 INPUT Floor I Live Load ( K /Ft -2) : 0.03 I Slope 0 in 12 Code : BOCA I Dead Load ( K /Ft -2) : 0.01 I Species Wet Use : No I Snow Load ( K /Ft -2) : 0 ( Grade 1.8E Rep. Use : No I TL Deflection : L/240 I Trib. Width : 1'-0" Lt. Cant. : N I LL Deflection : L/360 I DOL : 100 Rt. Cant. : Y I Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 I SPAN 2 Length 16' -0" 18 ' -0" Actual i 6'-0" 18'-0" Brg. 0" 0" Min. 1.5" 2.638" Total Length : 14' -0" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF i LOAD I LOAD I DISTANCE ( LOAD I BEGIN I END NO. I CASE ( TYPE i TO START I LENGTH I VALUE I VALUE 1 1 D I L 16 ( 8.00 I 0.08 I 0.00 2 1 L I L 1 6 ( 8.00 I 0.24 I 0.00 3 1 D I U 1 0 I 6.00 I 0.08 I 4 1 L I U 1 0 I 6.00 I 0.24 i MEMBER SELECTED Generic LVL 1.8E 1.75xll.875 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING i SHEAR I LL-DEFL ' i TL-DEFL ( K ) I ( K /In -2) I ( K /In -2) I ( In) I ( In) MAX VALUE i 3.462 I -1.369 I 0.1087 I -0.411 ( -0.522 % OF ALLOW I n/a I 98 I 38 I 76 i 65 LOCATION ( 6'-0" I 6'-0" i 5'-.125" I 14'-0" I 14'-0" MAXIMUM HANGER FORCES 0.88444 K (LEFT) ------------------------------------------------------------ 11.88 In. I I Deep i P Of MA Sy i----------------- ------------------------ -- I 884.4 lbs Max. 3462 lbs Max. gSRUC URp� 74.44 lbs DL 865.6 lbs DL " No 29488 810 lbs LL 2597 lbs LL .yro9FGIS��10,;�`� 0.884 K 3.5 K �FSSIOtat�-� , General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened 8. t®nttteeuppdatlbottOAiatlUW&bfbs are based on twice the span length. Design of Beam 1 : CARLSON RESIDENCE RB3 INPUT Floor { Live Load ( K /Ft -2) : 0.03 { Slope 0 in 12 Code : BOCA { Dead Load ( K /Ft -2) : 0.01 { Species Wet Use : No { Snow Load ( K /Ft -2) : 0 { Grade : 1.8E Rep. Use : No { TL Deflection L/240 ( Trib. Width : 9 '-0" Lt. Cant. : N { LL Deflection : L/360 I DOL : 100 Rt. Cant. : N { Pattern Loading : Yes { Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length i 16'-011 Actual { 16'-1.5" Brg. 3" 0" Min. 1.5" 1.5" Total Length : 16'-1.5" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF { LOAD i LOAD I DISTANCE { LOAD I BEGIN { END NO. { CASE ( TYPE { TO START { LENGTH { VALUE { VALUE 3 1 D { C 1 6 I I 0.70 I 4 ( L I C ( 6 { { 2.10 I MEMBER SELECTED Generic LVL 1.8E 1.75xll.875x3 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION i BENDING i SHEAR I LL-DEFL I TL-DEFL ( K ) ( ( K /In -2) { ( K /In -2) I ( In) I ( In) MAX VALUE i 4.63 I 2.071 { 0.10174 I -0.517 I -0.690 % OF ALLOW I n/a I 79 I 35 { 96 { 86 LOCATION I 0" I 6 ' -0" I 15'-.125" I 71 -9.067" I 71-9.067" MAXIMUM HANGER FORCES 4.63 K (LEFT) 3.93 K . (RIGHT) ------------------------------------------------------------ , I { 11.88 In. { { Deep ( I I I --------------------------------------- -------- � q�y 4630 lbs Max. -{. 3930 lbs Ma a x. 4 115$ lbs DL �0 2905 982.5 lbs DL 3472 lbs LL 2947 lbs LL 4.6 K 'FFssi 3.9 K General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. Design of Beam 1 : CARLSON RESIDENCE RB3 � INPUT Floor I Live Load ( K /Ft -2) : 0.03 I Slope 0 in 12 Code : BOCA I Dead Load ( K /Ft -2) : 0.01 i Species Wet Use : No I Snow Load ( K /Ft -2) : 0 I Grade : 1.8E Rep. Use : No I TL Deflection L/240 I Trib. Width : 9 '-0" Lt. Cant. : N I LL Deflection : L/360 i DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 116' -0" Actual 116'-1.5" Brg. 3" 0" Min. 1.764" 1 .5" Total Length : 16'-1.5" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF I LOAD I LOAD I DISTANCE ( LOAD ( BEGIN I END NO. I CASE I TYPE I TO START I LENGTH I VALUE ( VALUE 3 1 D I C 1 6 I I 0.70 I 4 1 L I C 1 6 I I 2.10 MEMBER SELECTED Generic LVL 1.8E 1.75xl4x2 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING I SHEAR I LL-DEFL I TL-DEFL I ( K ) I ( K /In -2) I ( K /In -2) I ( In) I ( In) MAX VALUE i 4.63 I 2.236 I 0.1275 I -0.473 I -0.631 % OF ALLOW I n/a I 87 I 44 I 88 I 78 LOCATION I 0" I 6' -0" I 14'-10" I 7'-9.067" I 71-9.067" MAXIMUM HANGER FORCES 4.63 K (LEFT) 3.93 K (RIGHT) ------------------------------------------------------------ I I 14 In. I I Deep I I -------------------------------------- ,ak' r --------- OL Ah10• 4630 lbs Max. �� 14 14, 3930 lbs Ma B{SNOP l � X. z STRUCIURAI 1158 lbs DL Ro.29488 s. 982.5 lbs DL 3472 lbs LL RFursTE`�``° ti_ ' 2947 lbs LL 4.6 K �FFSS ioOnN EHG``' � 3.9 K General Notes U 1. Beam weight is assumed to be included in Dead Load. 2 . Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. -----6-)---- 7 ------------ Design of Beam 1. CARLSON RESIDENCE RB2 INPUT Floor I Live Load ( K /Ft -2) : 0.03 I Slope 0 in 12 Code : BOCA I Dead Load ( K /Ft -2) : 0.01 I Species Wet Use : No I Snow Load ( K /Ft -2) : 0 i Grade : 1.8E Rep. Use : No I TL Deflection L/240 I Trib. Width : 7 '-0" Lt. Cant. : N I LL Deflection : L/360 ( DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 116 ' -0" Actual 116'-1.5" Brg. 3" 0" Min. 1.5" 1.5" Total Length : 16'-1.5" .ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF I LOAD I LOAD I DISTANCE I LOAD I BEGIN I END NO. I CASE I TYPE I TO START I LENGTH I VALUE ( VALUE 3 I D I C 18 I I 0.70 I 4 I L I C 18 I I 2. 10 I MEMBER SELECTED Generic LVL 1.8E 1. 75xll.875x3 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING ( SHEAR I LL-DEFL I TL-DEFL I ( K ) I ( K /In -2) I ( K /In -2) I ( In) I ( In) MAX VALUE I 3.64 I 1 .961 I 0.080912 ( -0.470 I -0.626 % OF ALLOW I n/a I 75 I 28 I 88 I 78 LOCATION I 0" i 8' -0" I 15'-.125" I 8 '-0" ( 8'-0" MAXIMUM HANGER FORCES 3. 64 K (LEFT) 3.64 K (RIGHT) ------------------------------------------------------------ i I 11.88 In. I I Deep I I l I. ----------------------------------------- - =A-- ---------- ( (. 3640 lbs Max. N� � MAS sgc�� 3640 lbs Ma X. o 910 lbs DL l c �'a0 oP 910 lbs DL 2730 lbs LL SjNt URpL y 3.6 K 0.29������� 2336 lbs LL EGISj � General Notes toFENP`��e I. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. I 1 Design of Beam 1: CARLSON RESIDENCE INPUT Floor I Live Load ( K /Ft -2) : 0.03 I Slope 0 in 12 Code : BOCA I Dead Load ( K /Ft -2) : 0.01 I Species Wet Use : No i Snow Load ( K /Ft -2) : 0 I Grade : 1.8E Rep. Use : No I TL Deflection : L/240 I Trib. Width : 7 '-0" Lt. Cant. : N I LL Deflection : L/360 i DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 116' -0" Actual 116' -1.5" Brg. 3" 0" Min. 1.5" 1.5" Total Length : 16' -1 .5" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF I LOAD I LOAD i DISTANCE I LOAD I BEGIN ( END NO. I CASE I TYPE I TO START I LENGTH I VALUE I VALUE 3 1 D I C' 1 8 I I 0.70 I 4 1 L I C 1 8 I I 2.10 I MEMBER SELECTED Generic LVL 1.8E 1.75x14x2 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL ( REACTION I BENDING I SHEAR i LL-DEFL ( TL-DEFL i ( K ) I ( K /In -2) I ( K /In -2) I ( In) I ( In) MAX VALUE i 3.64 I 2.116 i 0.10143 I -0.430 I -0.573 % OF ALLOW I n/a i 83 I 35 I 80 i 71 LOCATION ( 0" I 8 '-0" ( 14' -1011 I 8'-0" I 8'-0" MAXIMUM HANGER FORCES 3.64 K (LEFT) 3.64 K (RIGHT) ------------------------------------------------------------ 14 In. i I Deep I I --------------------------------------- - I F MASS9C I. 3640 lbs Max. Q pM0 yG� 3640 lbs Ma X. 910 lbs DL S�RNCS�pA� H 910 lbs DL 2730 lbs LL o No 2948ap 2730 lbs LL 3.6 K "?,cros,�Q�G�' 3.6 K ��FESS10Np General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. I Design of Beam 1 . CARLSON RESIDENCE V3 INPUT Floor i Live Load ( K /Ft -2) : 0.03 I Slope 0 in 12 Code : BOCA I Dead Load ( K /Ft -2) : 0.01 I Species Wet Use : No ( Snow Load ( K /Ft -2) : 0 I Grade : 1.8E Rep. Use : No I TL Deflection : L/240 ( Trib. Width : 1 '-0" Lt. Cant. : N I LL Deflection : L/360 I DOL : 100 Rt. Cant. : N 1 Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 1 15' -4" Actual 115'-5.5" Brg. 3" 0" Min. 1.5" 1.5" Total Length : 15 ' -5.5" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF I LOAD ( LOAD I DISTANCE I LOAD ( BEGIN ( END NO. I CASE I TYPE I TO START I LENGTH I VALUE I VALUE 1 1 D 1 L 1 0 I 15.33 ( 0.00 i 0.15 2 1 L I L 1 0 I 15. 33 I 0.00 I 0.45 3 I D I C ( 4.25 ( 1 0.33 I 4 1 L I C ( 4.25 I 1 0.99 MEMBER SELECTED Generic LVL 1.8E 1.75xll.875x2 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING I SHEAR I LL-DEFL I TL-DEFL 1 ( K ) I ( K /In -2) 1 ( K /In -2) I ( In) I ( In) MAX VALUE i 3.738 i 1.867 I 0.1128 I -0.470 I -0.627 % OF ALLOW I n/a I 71 1 39 I 91 ( 81 LOCATION ( 15 '-4" I 71 -8.617" 1141-4.125" I 71-8.137" ( 71-8.137" MAXIMUM HANGER FORCES 2 .794 K (LEFT) 3.738 K (RIGHT) ------------------------------------------------------------ I 11.88 In. Deep i I i ! --------- ---------- I 2794 lbs Max. M 0. cya 3738 lbs Ma X• f x` BISHOP m 698.6 lbs DL STRUCTURAL 934.5 lbs DL y 2096 lbs LL No.29488 2803 lbs LL 2.8 K '?` 9- ISTER `� 3.7 K IN - General Notes * 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. S. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members . 7. Aon6batiuppoetctmoneildtcaptiftbat the beam must be fastened ------------------------ Design of Beam 1 : CARLSON RESIDENCE V2 INPUT Floor I Live Load ( K /Ft -2) : 0.03 1 Slope 0 in 12 Code : BOCA I Dead Load ( K /Ft -2) : 0.01 I Species Wet Use : No I Snow Load ( K /Ft -2) : 0 i Grade : 1.8E Rep. Use : No I TL Deflection : L/240 I Trib. Width : 1 '-0" Lt. Cant. : N I LL Deflection : L/360 i DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length ( 12 ' -4" Actual 112'-5.5" Brg. 3" 0" Min. 2.052" 2.148" Total Length : 12 ' -5.5" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF I LOAD I LOAD ( DISTANCE I LOAD I BEGIN ( END NO. ( CASE I TYPE I TO START I LENGTH I VALUE I VALUE 1 1 D I L I d I 12.33 I 0.00 I 0.15 2 I L I L 1 0 I 12 .33 I 0.00 i 0.45 3 1 D I C 11 I i 0.33 I 4 1 L I C 11 I I 0.99 I MEMBER SELECTED Generic LVL 1.8E 1.75xll.875 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING I SHEAR I LL-DEFL I TL-DEFL I ( K ) I ( K /In -2) I ( K /In -2) I ( In) I ( In) MAX VALUE I 2.819 i 2.096 I 0.15962 I -0.339 I -0.452 % OF ALLOW I n/a I 80 I 56 I 82 I 73 LOCATION I 12' -4" I 61-8.828" 111 ' -4.125" I 6'-3.19" I 6'-3.19" MAXIMUM HANGER FORCES 2 . 693 K (LEFT) 2.819 K (RIGHT) ------------------------------------------------------------ I I 11.88 In. I I Deep I I I I. ------------------------------------ Pwiu mU4 ---------'. 10 I � �f 2819 lbs Ma 2693 lbs Max. a OP fi X. 0 STRUCTURAL n 673.3 lbs DL No.29488 704.8 lbs DL 2020 lbs LL �� �FU'1�TE',NG 8 2114 lbs LL 2.7 K �'`ss� pNA ;!' General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. Aone#atstigpoetctmonesldtcaPttfthat the beam must be fastened Design of Beam 1 : CARLSON RESIDENCE Vi INPUT Floor I Live Load ( K /Ft -2) : 0.03 J Slope 0 in 12 Code : BOCA J Dead Load ( K /Ft -2) : 0.01 J Species Wet Use : No J Snow Load ( K /Ft -2) 0 ( Grade 1.8E Rep. Use : No I TL Deflection : L/240 J Trib. Width 1 ' -0" Lt. Cant. : N J LL Deflection L/360 J DOL 100 Rt. Cant. : N J Pattern Loading Yes J Side Loaded NO SPAN DATA (Length is to center line of bearing) J SPAN 1 Length I il ' -0" Actual 1 11'-1.5" Brg. 3" 0" Min. 1.5" 1.844" Total Length : 11 ' -1 . 5" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF J LOAD 1 LOAD i DISTANCE 1 LOAD ( BEGIN J END NO. 1 CASE J TYPE J TO START J LENGTH 1 VALUE 1 VALUE 1 1 D J L 1 0 1 11.00 i 0.00 1 0.15 2 J L J L i 0 I 11 .00 J 0.00 J 0.45 MEMBER SELECTED Generic LVL 1.8E 1.75xll.875 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL J REACTION J BENDING J SHEAR i LL-DEFL 1 TL-DEFL J ( K ) J ( K /In -2) J ( K /In -2) J ( In) J ( In) MAX VALUE I 2.42 1 1.532 J 0.13089 I -0.191 I -0.255 % OF ALLOW J n/a J 58 J 45 i 52 J 46 LOCATION i 11 '-0" 1 61-3.147" J 10'-.125" 1 5 - -8.254" 15--8.254" MAXIMUM HANGER FORCES 1.32 K (LEFT) 2.42 K (RIGHT) ------------------------------------------------------------ J I 11.88 In. i I Deep J 1 ---------------------------------------- ----=-------- 1320 lbs Max. � uF Mas�9c 2420 lbs Ma x. wI IAM o. tiG 330 lbs DL BISHOP y 605 lbs DL 990 lbs LL o STRUCTURAL 1815 lbs LL 1.3 K No.294BB 2.4 K /STE�FO General Notes �F\!oNA 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. ------------------ Design of Beam 1: CARLSON RESIDENCE RB1 DVTJOA) (' ,�� �$W INPUT Floor I Live Load ( K /Ft -2) : 0.03 I Slope 0 in 12 Code : BOCA I Dead Load ( K /Ft -2) : 0.01 I Species Wet Use : No I Snow Load ( K /Ft -2) : 0 I Grade : 1.8E Rep. Use : No 1 TL Deflection : L/240 I Trib. Width : 14'-0" Lt. Cant. : N I LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) . 1 SPAN 1 Length 1 17' -5" Actual 1 17'-6.5" Brg. 3" 0" Min. 1.858" 1.858" Total Length : 17' -6.5" MEMBER SELECTED Generic LVL 1.8E 1.75xl6x2 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL ( REACTION 1 BENDING 1 SHEAR 1 LL-DEFL 1 TL-DEFL ( K ) 1 ( K /In -2) 1 ( K /In -2) I ( In) i ( In) MAX VALUE 1 4.877 1 1.706 1 0.11062 1 -0.404 1 -0.539 % OF ALLOW 1 n/a I 68 I 38 I 69 I 61 LOCATION 1 0" 1 8'-8.5" 1 16'-1" 1 8'-8.5" 1 8'-8.5" MAXIMUM HANGER FORCES 4.877 K (LEFT) 4.877 K (RIGHT) 16 In. 1 I Deep 1 1 --------------------------------------- - ------------- 4877 lbs Max. Mgss9c 4877 lbs Ma x. L 1Am 0. y� 1219 lbs DL HOP a STRUCTURAL 1219 lbs DL 3657 lbs LL No.2sasa y 3657 lbs LL 4.9 K s 9 0 4.9 K FG/STE�� General Notes SS/ONALENG�� 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. Design of Beam 1 : CARLSON RESIDENCE 9 ' OHD INPUT Floor I Live Load ( K /Ft -2) : 0.03 I Slope 0 in 12 Code : BOCA ! Dead Load ( K /Ft -2) : 0.015 I Species Wet Use : No I Snow Load ( K /Ft -2) : 0 I Grade : 1.8E Rep. Use : No I TL Deflection : L/300 I Trib. Width : 12'-0" Lt. Cant. : N I LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 19' -0" Actual 19'-1.5" Brg. 3" 0" Min. 1.5" 1.5" Total Length : 9 ' -1 .51' MEMBER SELECTED Generic LVL 1.8E 1.75x9.5x2 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL ( REACTION ( BENDING ( SHEAR I LL-DEFL I TL-DEFL I ( K ) I ( K /In -2) I ( K /In -2) I ( In) I { In) MAX VALUE i 2.43 i 1.246 I 0.090338 I -0.118 i -0.177 % OF ALLOW I n/a I 46 I 31 I 39 I 49 LOCATION I 0" i 4'-6" I 8'-2.5" I 4'-6" I 4'-6" MAXIMUM HANGER FORCES 2.43 K (LEFT) 2.43 K (RIGHT) ------------------------------------------------------------ ! 9.5 In. I I Deep I I ---------------------------------------- ---------- P� I qss 2430 lbs Max. as 6YIL ANf 0. ��y� 2430 lbs Ma X• BISHOPrn u> `•, �1 810 lbs DL STRUCTURAL 810 lbs DL 1620 lbs LL ` No.29A88 1810 lbs LL 2.4 K ,�^ �FG/ �a i �o� SrE� ', 2.4 K FSS/ONA! General Notes ; , \ 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. Check of Beam 1: CARLSON RESIDENCE Garage Floor Beam x 11 ' OJT ArPR� INPUT Floor ( Live Load ( K /Ft -2) : 0.03 I Slope 0 in 12 Code : BOCA I Dead Load ( K /Ft -2) : 0.015 I Species : Spruce-Pine-Fi Wet Use : No I Snow Load ( K /Ft -2) : 0 I Grade : 1200f Rep. Use : No I TL Deflection : L/240 I Trib. Width : 6'-0" Lt. Cant. : N I LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length I ill -Oil Actual I il '-1.5" Brg. 3" 0" Min. 1.5" 1.5" Total Length : 11 ' -1 .5" MEMBER SELECTED Sawn Spruce-Pine-Fir 1200f 2x10x2 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL' I REACTION I BENDING I SHEAR I LL-DEFL I TL-DEFL ( K ) I ( K /In -.2) I ( K /In -2) ( ( In) I ( In) MAX VALUE I 1.485 ( 1.145 I 0.06902 i -0.250 ( -0.375 % OF ALLOW I n/a I 95 I 98 ( 68 1 68 LOCATION I 0" I 5 '-6" I 10 '-2.75" I 5 '-6" i 5'-6" MAXIMUM HANGER FORCES 1 .485 K (LEFT) 1 .485 K (RIGHT) ------------------------------------------------------------ I 10 In. I I Deep I I lbs Max. 1485 lbs Ma x. 495 lbs DL Ntats P F= 495 lbs DL 990 lbs LL 1.5 K � No.28AS8v ,r 990 lbs LL ' 1.5 K General Notes �F�sioNp��� AA 1. Beam weight is assumed to be included in Dead Load. Q1 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever- deflection allowables are based on twice the span length. A EcoBatt - Insulation bonded with nature Page 1 of 2 s The Next Generation of Sustainable Insulation . . . Naturally from Knauf. EODBATT Think of it as green,only browner a } Knauf EcoBatt®Insulation doesn't look like any insulation you've ever seen,but that's because its natural brown color represents a level of sustainability we've never before achieved, The color comes from ECOSES Technology,a revolutionary,new sustainable binder born from five years of intensive research.Based on rapidly renewable bio-based materials rather than non-renewable petroleum-based chemicals commonly used in other insulation products,ECOSE Technology reduces binder embodied energy by up K to 70%,and does not contain phenol,formaldehyde,acrylics or artificial colors used to make traditional fiberglass insulation. EcoBatt Insulation combines sand,one of the world's most abundant and renewable resources,post-consumer recycled bottle glass and ECOSE Technology to create the next generation of sustainable insulation...naturally from Knauf. w Features&Benefits Sustainable •Made primarily from sand,one of the world's most abundant and renewable resources Lower embodied energy than our traditional baits ` - Rapidly renewable binder eliminates non-renewable petroleum-based chemicals �. i Contains no phenol,formaldehyde,acrylics or artificial colors High Recycled Content r Contains a minimum of 30%post-consumer recycled glass content �g Thermally Efficient •Excellent insulating value Acoustical Performance r, Reduces airborne sound transmission { Significantly improves STC ratings of wall configurations Legendary Handling Cuts easily and cleanly t , Recovers quickly F Less dusty Friendly feel r` Enhances productivity R, Legendary Handling Characteristics Wbile developing EcoBatt Insulation,maintaining Knaufs legendary handling was mandatory.EcoBatt products deliver the same exceptional quality,handling and durability our customers have become accustomed to,with a r` higher level of sustainability. EcoBatt products have superior consistency throughout the batt,from batt to bait and from package to package. They offer features installers really appreciate—quick recovery,gutsy,easy to cut,and less dusty.And EcoBatt Insulation has a friendlier feel,a pleasant natural scent and a distinctive natural installed look. "Knauf batts have always been the best.But,EcoBatt Insulation is better than the best." —30 year Professional Insulafion Installer http://www.ecobatt.us/eco_batt.html 3/16/2010 EcoBatt - Insulation bonded with nature Page 2 of 2 # 4`" Technical Data ;+ Surface Burning Characteristics(ASTM E 84) •Unfaced products do not exceed 25 Flame Spread,50 Smoke Developed Water Vapor Sorption(ASTM C 1104) 5%maximum by weight Corrosion(ASTM C 665) No more than sterile cotton Microbial Growth(ASTM C 1338)and Vermin v Does not support microbial growth or attract insects or vermin.In addition to being classified as mold resistant by GREENGUARD,EcoBatt Insulation has passed exhaustive entomological testing at leading institutions in the US and UK. Noncom bustibility(ASTM E 136) Noncombustible(Unfaced) EENGUR 1� $ i ,nd�a.A'�`?w��z,w�:<,:�s.; GREENGUARD Certification ECOSE Technology contains no phenol,formaldehyde,acrylics or artificial colors.EcoBatt Insulation is certified to GREENGUARD for Children and SchoolsS°",the industry's most stringent IAO standard,and also passes California CHPS Section 01350. http://www.ecobatt.us/eco_batt.html 3/16/2010 -ems - REScheck Software Version 4.3.0 Compliance Certificate Project Title: New Custom Home Energy Code: 2007 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 180 deg.from North Conditioned Floor Area: 2060 ft2 Glazing Area Percentage: 17% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Lot#7 B The Carlson Residence Designed by: Donnald Pires Old Jail Lane Olson Design Associates Pires Construction Company Barnstable,MA 02630 Date of plans:March 19th 2009 379 Braggs Lane 55 Elm Lane Barnstable,MA 02630 Hyannis,MA 02601 508-775-4300 olsondesign@verizon.net Compliance:0.6%Better Than Code Qm Ceiling 1:Flat Ceiling or Scissor Truss 1742 38.0 0.0 51 Skylight 1:Wood Frame:Double Pane with Low-E 28 0.410 11 SHGC:0.44 Ceiling 2:Cathedral Ceiling(no attic) 406 30.0 0.0 14 Floor 1:All-Wood Joist/fruss:Over Unconditioned Space 2060 19.0 0.0 97 Wall 1:Wood Frame,16"o.c. 722 15.0 0.0 46 Orientation:Front Window 1:Vinyl Frame:Double Pane with Low-E 100 0.340 34 SHGC:0.33 Orientation:Front Door 1:Solid 20 0.180 4 Orientation:Front Wall 2:Wood Frame,16"o.c. 818 15.0 0.0 47 Orientation:Back Window 2:Vinyl Frame:Double Pane wih Low-E 143 0.340 49 SHGC:0.33 Orientation:Back Door 2:Glass 70 0.330 23 SHGC:0.32 Orientation:Back Wall 3:Wood Frame,16"o.c. 538 15.0 0.0 35 Orientation:Left Side Window 3:Vinyl Frame:Double Pane with Low-E 38 0.340 13 SHGC:0.33 Orientation:Left Side Door 3:Glass 40 0.330 13 SHGC:0.32 Orientation:Left Side Wall 4:Wood Frame, 16"o.c. 368 15.0 0.0 25 Orientation:Right Side Window 4:Vinyl Frame:Double Pane Wth Low-E 25 0.340 9 Project Title: New Custom Home Report date: 11/10/09 Data filename:C:\Program Files\ChecklREScheckl#8177.rck Page 1 of 5 SHGC:0.33 Orientation:Right Side Door 4:Solid 20 0.180 4 Orientation:Right Side Furnace 1:Forced Hot Air 94.6 AFUE Compliance Statement. The proposed building design described here is consistent with the bui g plans,specifications,and other calcul s submitted with permit application.The proposed buildi s been designed t the 2007 IECC requirements in RE hec Version 4 o comply with the mandatory requirem nts I ted in th a Inspection Checklist. 977 � 9 0 Name-Title �rM,�i�/ i �L„�,,,�-Y Signature V Date Project Notes: REScheck by Cape Cod Insulation,lnc. 455 Yarmouth road Hyannis,Me. 02601 1-800-696-6611 #8177 Project Title: New Custom Home Report date: 11/10/09 Data filename:C:1Program Files\ChecklREScheckl#8177.rck Page 2 of 5 Ci( REScheck Software Version 4.3.0 IN Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,10"o.c.,R-15.0 cavity insulation Comments: ❑ Wall 3:Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: ❑ Wall 4:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor.0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Vinyl Frame:Double Pane with Low-E,U-factor 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Skylights: ❑ Skylight 1:Wood Frame:Double Pane with Low-E,U-factor.0.410 #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.180 Comments: ❑ Door 2:Glass,U-factor.0.330 Project Title: New Custom Home Report date: 11/10/09 Data filename:C:\Program Files\Check\REScheck\#8177.rck Page 3 of 5 J ' Comments: ❑ Door 3:Glass,U-factor:0.330 Comments: ❑ Door 4:Solid,U-factor:0.180 Comments: Floors: ❑ Floor 1:All-Wood JoistITruss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:94.6 AFUE or higher Make and Model Number. Air Leakage: ❑ Joints,attic access openings,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-buming fireplaces have gasketed doors and outdoor combustion air. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ A minimum of Class II(1.0 perm)vapor retarder is installed on the interior side of above-grade framed walls or it has been determined that moisture or its freezing will not damage the materials. Exceptions: Class III(10 perm or less)vapor retarder is permitted for vented cladding over OSB,plywood,fiberboard,gypsum,or for sheathing over 2x4 framing having insulation of R-5 or better,or for sheathing over 2x6 framing having insulation of R-7.5 or better. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are dearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction: ❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. ❑ All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181B. ❑ Building framing cavities are not used as supply ducts. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal duct gimping are included by an inspection for compliance with the Intemational Mechanical Code. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Project Title: New Custom Home Report date: 11/10/09 Data filename:C:\Program FileslChecklREScheckl#8177.rck Page 4 of 5 Heating and Cooling Equipment Sizing: Additional requirements for equipment siting are included by an inspection for compliance with the International Residential Code. 0 For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2006 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: 0 Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:New Custom Home Report date: 11/10/09 Data filename:C:\Program Files\Check\REScheck\#8177.rck Page 5 of 5 2007 DECC Energy [efficiency Certificate �RM@ QQW Ceiling/Roof 38.00 Wall 15.00 Floor/Foundation 19.00 Ductwork(unconditioned spaces): IE�B&Maft Window 0.34 0.33 Skylight 0.41 OA4 Door 0.33 0.32 .8 .. Forced Hot Air Furnace 94.6 AFUE Water Heater. Name: Date: Comments: f REScheck Software Version 4.2.1 Compflance Certificate ts c Project Title: CARLSON RESIDENCE _ 1 Energy Code: 2006 IECC Location: Barnstable,Massachusetts Construction Type: Single Fan ily Conditioned Floor Area: 2645 ft2 Glazing Area Percentage: 9% Heating Degree Days: 5137 Climate Zone: 5 Construction Site. Owner/Agent: designer/Contractor: LOT 7B OLD.JAiL LAND CARL .CARLSON tl DAVID OLSON BARNSTABLE,MA 277 OLD JAIL LA14E OLSON.DESIGN ASSOCIATES BARNSTABI E,PEA 55 ELM AVE. duxmarsh@aol.com HYANNtS,MA 02601 .508-775-4300 olsundesigii verizon.net Wobw MA Compliance:0.2%Better Than Code Maximum UA:539 Your UA:538 am QW(W MUM Maw ObAmmm Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2646 0:0 30.0 77 Ceiling 1:Fiat Oeiling or Scissor Truss 2980 0.0 38.0 74 Skylight 1:Wood Frame;Tripie Parse with Low-E 1'2 0.'32.0 4 SHGC:0,60 Wall 1:Wood Frame, 16"o:c. 4010 0.0 30.0 256 Window 1:Wood Frame:Triple Pane with Low-E 234 0.320 75 SHGC:0.60 Door 1i Solid 41 0:320 13 Floor 2:Glass 123 0,320 39 SHGC:0.60 Furnace-1:Forced Hot Air 78 AFUF Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2006 IECC requirements in RESchock Version 4.2.1 and to comply with the mandatory requirements listed in the REScheck.Inspection Checklist. Name-Title Signature Date Project dotes: ?77 OLD JAIL LA;aE tS OWNERS S CURRENT ADDRESS Project Title:CARLSON RESIDENCE Report date: 05/07/09 Data filename:C;\Program Files\Check\REScheck\carlson.rck Page 1 of 3 REScheck Software Version 4.2.1 Inspection Checklist Ceilings: D Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 continuous insulation Comments: Above-Grade Walls: J Waii i s Wood Frame,16"o.c.,R-30.0 continuous insulation Comments: Window 1:Wood Frame:Triple Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?--Y°es No Comments: �� —_ Noto:Up to 15 sy:ft.of glazed fenestration.per dwelling is exempt from U-factor.and:SHGC requirements. Skylights: i Skylight 1-Wood Frame-Triple Pane Witt,Low-E,U-factor:0.320 #Banes _Frame Type____ _- . Therm-at Break'— T Yes.—No Comments: _ ._ -.... _ -„ Doors: F' Door 1:Solid,U-factor.0.320 Comments: -- — -- _U Door 2:Glass,U--factor:0.320 Comments: .Floors: .Ftclor 1:All-Wood Joisil;russ:Ove.r 13rn..onditioned Space.R-30-0 continuous insulation Comments: Floor insulation is installed in contact with the underside.of the.subfloor:decking. Heating and Cooling Equipment: L j Furnace 1:Forced Hot Air:78 AFUE or#iigher Uake and Model Number: ---__ __�_ __�__-_--.—•-------�._—�_�___----------__--- Air leakage: ❑ Joints,penetrations,and all other such openings-in the building envelope that are sources of air leakage are sealed. Lj Recessed iights.are elther 1)Type lC.rated wilt;enclosures:sealedigasketed againstieaks to the.ceiiing,or 2)Type lC rated and ASTIVI E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from wmbustlbie materials and a 3"clearance from insulation. aunroo ms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.Now windows and doors separating the:sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: U Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors:or it has been determined that moisture or its freezing will not.damage the materials;or other approved means to avoid.condensation.are provided. Protect Title:CARLSON RESIDENCE Report date:_05/07109 Data ftname:Q%Prograrn Pegg 2 of 3 Material's Identificaticr.; Li fvlateri Ws a-,d lI—'Ment a e so that ornpi�can e rlk- —mi ned. -1 Manufacturer manuals for all installed he axing and coaling equipment,and service wate, heating equipment have been provided. insulation R-values-arid Cla:ing U-factors are rJe--dy!harked on the building plans or specifics ions. 0 Insulation is installed according to manufacturees instructions,In substantial contact with the surface being insulated,and In a manner that achieves the rated R-value vAthout compressing the insulation. Duct.Insulation: D Ducts in,unlaundition-ed spaces or outside the building are insulated to at least R-8. r-1 Ducts in floor trusses above uncondlitioned spaces or above the outdoors are insulated to at least R-6, Duct Construction: Air handiers,filter boxes,and duct connect ons to flanges of air diis tribution systern,equipment or sheat metal finings are.sealed and mechanically fastened. All joints,seams.and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181 A or UL 181B. Lj Building framing cavities are not used as supply ducts. Li Autmornatil;or gravity dampers are installed on,all putdoor air irita.kes and exhausts. Additional requirements f-af tape sealing and metal duct crimping are included by an inspection.for conipliance with,the International Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system-A manual or automatic means to partially restrict or shut ofif the heating andfor cooling input to each zone or floor is provided. Heating and Cooling Equipment SizirQ: j Additional requirerne its for equipment sizing are included b y a. insoect,iofor compliance with the Intelnet; nalMechanical Code. Circulating Hot Water Systems. Fj Circulating hot water pipes are insulated to R-2- Lj Circulating hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the systern.is nm_ in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-21. Certificate: L] A permanent certificate is.provided on oirin the electrical dW.db0on panel Asting the predorrunant insulation R-values;window Ll-factors"type and efficiency of space-conditioning and water heating equipment. NOTES To FIELD.(Building Department Use Only) Project Title:CARLSON RESIDENCE Report dale: 051071019 Data filename:G:',Proorarn page 3 of 3 REScheck Software Version 4.2.1 compel-once Certificate Project i itie: CARLSON RESIDENCE Energy Code: 2006 IECC Location: Barnstable,Massacbusetts Construction Type: Single Fort-ii; Conditioned Floor Area: 2645 M Ala m Area Percentage: $°(n Pleating Degree Days: M$7 Climate Zone: g Construction Site: Ow-ner/Agent: Designer/Contractor: LOT 713 9L13 JAIL LANE EARL CARLSON It OAV D OLSON BAi N$TABLE,MA; 277 OLD JAIL LANE OLSON DESIGN ASSOCIATES BARNSTABLE,MA 55 ELM AVE. cumnarshaaoi.com HY'ANNi5,MA 02tivi 508-775-4300 Than Ccde %13-rnurn i�A:539 ve,r_tn.538 QW•� 4►Yell l IA7 1L'� �•ry�, �,••_�,., AB_1Alnn,i InictR'raacrlucriln:nn di}(nncA Chino 7FdF n,n An,n 77 �4=g°.;iat"X2M,g or"==cr srjs, Skyright 1:Wood Frame:Triple Pane with Lora-E 12 0.320 4 Wall 1:'vv6W Frame, 10"o.c. 4G10 0.0 30.0 256 Wino.,^,';%N'"4 r1 r;; z:Tr,-'v`;mz-w SHGC:0;60 Door 1:Solid 41 0,320 13 Door 2:Glass 123 0.320 M SHCC:0 60 Fumace 5:Forced Hot Air/8 AFUF Comptiarce Statement: The proposed building design described here is consistent with the building plans,specifications;and other calcuiatigns 50mittQd with the permit application,.The proposed 4gjldng had 4@fin designed to meet the 2095 IECC requirementS in 1:1-3chack Vers n 4.2.1 and to Wiiiyiy MVIUi tile IliandatVlY lai}iJir i9liiYiltS listed Ili ilia 1\L3Nl$Lh 1115'!q\t1V11 VileckllSt. Name-Title Signature Elate Project Notes: 277 OLD jAtL LANE IS OWNER'S CURRENT ADDRESS �'..............nw. �.,. r".ay:u.........a.w.uu..u.ww.uu.,uu...au....w. . uy� w,J ... CREScheck Software Version 4.2.1 �(j Inspection Checklist Ceilings: Cl Ceilina 1:Flat_Ceilrina or.Scjsw Truss.R-38,0 oontinuous insulation Comment-- Abov"rade Wails: C=rnents: Windows, ,C3 Windnim 1-WrtnH En-'-withotrt labefed U-fiacturs,desmi P ff- re Comments: Note.,Up to 15 sq.R.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. akyflghils: LJ $kytigbt 11.Mod FTame.-Trip.le Pane with LQw-E,U-factor 9,320 $Wanes—Frame Type Thermal Break' Yes No Doors: D Door 1:Solid,.U-factor-0.320 Comments: Door 2:Glass,U-factor:0.320 E) Floor I:All-Wood Joisti-iruss:Over Unconditioned Space,R-30.0 continuous insulation Floor insulation is installed in permanent contact with the underside of the subfloor decking Heating and Cooling Equiprnent: FurnA,-,A 1, At4Tr-j Make and Model Number Air Leakage: i ponolraftnr;and all mftr such OPWJ-,J'G In Onvw=th-at aro caunssz of,oilr loakago wo Sr-alod Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM CZW taboW,v,3) tnc!do an airltight,wzombly wdtha O�S*ctoaranco from combuvibtc,mator12te and 2 3"clo=nco from insulation. Sunroorns: C1 -Sunrooms that are Vermally isolated from the build inqenvelope have a maximum fenestration U--factorof 0.50 and the maximum skylight U-tactor of 0.75.New windows and doors separating the sunroorn trom conditioned space meet the building thermal envelope requirements. Vapor Retarder: Vapor retarder is Installed an the warm-In-winter side of all non-vented framed callings,walls,and fivors;or It has been determined that moisture or its freezing will not damage the materials:or other approved means to avoid condensation are provided. Prolect Tlfie°CARL8-ON RMO WCi Report date:MOM I lafn flipwimi-( APrnnrnrn Filp.qlt'hp.r.k%RF.",r.hpr.kkr-qrl-,znn rr.k Pang 9 nt'A F-1 Insulation is installed according to manufacturer's Instructions.in substantial contact with the surface being_ Insulated.and in a manner Tn9&P"iC;;;J,Jv faqWngA AU r-nast-im, isvve" Too mid ewe fated Ifi-181 A fm M 1018 Lj Bijitdiim ft-ai-,-,WTG tavifics ar-c vic i sed as supply -1l le't cd a,I AddiVona qui.rerl— -f—tuna ing, A i,-T-1, ...ing inch-ded I n inspection for compliance ivi h Hie ln! m b n 1 ve-e-I..11-n- Temperature Controls; Thermostats exist for each separa3p HVAC system_Amanual or automatic means topartially restrict or shut off ibe libblingano-for jGoohN input to each zone or floor is provided. Heating and Cooling Equipment Sizing. Ej Additional r"ukements fix eclulpmeni s1Zfng are(ncfuded by an l4wtiton f6v 4 ompliame vvith tN V.-recuslating Mot Mter%rsterns: Ili--..,-.ng hot water pl--- Li %,"'U'all i I 1puz,are 111ZIU10mv tv n-4. U Circulatinginut water systernu irtuiudL an auiumati,ur aucesbibie manuai tiMWth to turn of ire ireuizi rty purnp when Iffie system is n!L,- Heating and Cooling Piping Insulation: rnnveving lRi Ofk Rhnvet 105 rlf-,grf4-,R F or nmed fit tidq hf4nw 55 ffpngrpe4 F Arp,insi OW0,trt R 9 Certificate; Cl A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factory;type,and-efficiency of space-conditioning.and water beating equipment NOTES TO FIELD:(Building Department Use Only) zltgEpt—Thiw GARLSON ArESIDENCE ReDori date- 0-0W11 0--9 i later filpn;impr(:-Mmnmm P:iip.,;lt.hp.r.ORF.qr.hpr.kir-iri-qnn rr.k Pnrip'?nt A 2006 IECC Energy , Efficiency Certificate ...----a:.:���a .a .. . . . M f d d i f f Ab. age .�} (. ♦� _s it �'. 61 Lw�„-.sib fYa s� 71 aif s` r'ad-T5 3�ii iF_.�.:�¢ s o pffma c rrojed a JIM: UAKUjON RETOORGE -ergy Cn,-e: 20"MCC "Location: Barnstable;Massachusetts ;Lsd' 1�r7-=rem': �tn"�w.-i",WIIA p Conditioned Proof Afea:" 2645 f12 GlaZina Area Peroentaft, .9% •rte-aiirryuegree grays: �t's! -GUrnate Zone: Coast uct -silo: r-m- 1A.-ge fit: Dee :ig-a—KCc,itractoc LOT.7.6-CA_n Alt;iA ZQ�2! CAktLSf?P!;!1 DA1J#D OLSOtJ BARNSTABLE,AINA 277 OLD JAIL LANE OLSON DESIGN ASSOCIATES -BARNSTABLE,AAA 55 ELM AVE. �taf ^,.v..r:�. e•n W_taewer 7s!e!!r.se ae�.r... .,r rn•rt�a v.,,.r rn•Sva y Flnnr'i tit=1f:Hari inict/rn tcc•C1va,t i riifi—A Cnaro 7Gidr, n n qn n 77 Skyiight 1:Wood Frame:Triple Pane with L-ow-E 12 O?320 4 Wail 1:Wood Frame,I6—O.C. 4V IV 0.0 30.0 200 Y11e�_.J..._�.e,.1.2�^.:ax�rS2aTn.-f•'�{YK�x'�1wu..nJA�'i n�'� �R-ti �I-:t�t�1 'T,r-.. Dow 1..Sotid -41 :4 32Q'. 43 n-F-2:C..tagg 121_ n 11 14 $HOC:0.60 furnace 1:Foreed'jioi stir AFUF_ C'drmnlieeuw Staternent ThQ c>rc�au>Sari:huiidina ctPsian cie�rrihQ�i hero is cnristerrt w;th fuii(c[ing n[ans;rc�Qcafinn�;.an4i.nfJaer calculations submitted with the permit application.The.proposed building has been designed to meet the 2006 IECC requirements in 1 -r•C.:weur� u�aw)a:z;�.�'ir. v_"w r' y a 'v . vW$ -.raic-r-Y-4iha"cFi .Name-Tme Signature Date Project-Notes: r.•'x'I-y�5 S � lYYa<f}'Y Yi'��`?�P:T'y^� YS�:�)S)1 � :.1.3. S1 t Ar- sY s Rlh'. irh s Sftwar Sf Q-f efta 1:-Flat-Ceilino"or Scissor.Truss.R-38.0.continuous insuWbon Comments: �ov8=ssra�C:�iiss: II Wall 1;Wood ffafne: If"a a--R-'rifbfl-r nntintvmv_z irmwatinn ^orfi.^,56n s: vv iyd:o s—,- d�.Wntfi?vw 4,Wm A Cramt?-Trinta Para¢*.ugh t.nue r- 1 idartrti.(A"11A {VI VYI{IUVYVJ WIU NuI labeleda.1-{auu{J,ucJu{vc 1c acaiZ=.S:' Comments: Note:Up tb 15 sct.ft:of ginned"f�rnacti�t�nn. .din�llincxis exemQi#rem i i-i�cfQr and Skiff requirements. U Skylight 1:Wood Frame-Triple Pane with Low-E,U-factor:0.320 Wanes- -came--IyDa" iiierrrlci ieaK"1 Y95'_ND Gomrnetafs: Doors: f i 1 Innr 1:&AA 1 Lfar_tnr 0-320 Comments--Door 2:Glass,U-factor:D'320 . meye t-- fl floor 1:AN-Wood doistlTfuss:Over Unconditioned Space.R-30.-O continuous insulation Floor insulation is installed in permanent contact with the underside of the subfloor decking. _—`,_-;''i�.`i`I.`,ia`:."..-;,i`;v`.,.ia;,9:•�&e,.r�1;��k:^�4.�;�ui::c.. Make and Model Number: Ai Leanay6: - ( Recessed fights are eriiier 1)a ype 1[;rated Van enclosures sealbd4asketed against leaks to the ceiiing,,or l j J ype Juxatea aiid ASIM CRP°Y in-t-e�t •t '!' +n'ttr,•1;..�f<i`-.. 1 K.=!-V.?4....r-#.4 xft.n�fl fi te+*nm. (.nm '4, F4iF.'tn Vn1, '(t+ iA ..4 z+k.n �aFrn: {ilJwuuun. uUnr--ooms: f Stm==fhat ate-2ttsktt%*=mil hh n:fire b ilding Anvalo0b hays h,tbaz OkUi:n,fatteauaiicln lJ factot of A 50 And IhO maximum ~ skylight`U=tauter-otV.-ttv:"tiewvfinoom-ano-coors separating1he-sunrooiii`,�vfrs r 3nitiUpn�cfi spec@ ma8t tt�'t}Fltnmg trenn2i'gnvetpge requirements. :vapor Reiarder: >... v.>xv,awr ysia rtz�cr. ,m_:__ .�s+?ssr�ar.,a-rose rraotsture orW.freezing unit-notAamage-the-materials;-or.other_approved-means to avoid-condensation-ate provided. l�roieca i riitt:i.xr-[t3arN isMii8urc '05er+trrcra 7'TSir."i hfR.RaR7R'T`:`-11�FFT47RiRi-1'1tRMr:f7RR:litL'ji^' F.hP."FIf4RAiiCf1R f•Rk 'PRFIR f Fd,,i Matenais.identin-caflon- Ll Man-Oncturcr manuals for aff installed h6ating and cooling equipment and service water heating equipment have been provided. Li :::_---::-_:-::-. _...... .-:-k;:�.::;u- : -.---; ---:: -- 0- Fl Ins,41ation is installed according to manufacturer's instructions,in substantial contact With the surface being insulated,and in a manner ..................... Ducts in unconditioned spaces or outside the building are insulatea to at,least-R-8. L Air han-`lers,'Rer boxes,ain'duct connections toflaniges of air distribution systa"i equipment t or shoe',metal flituings are sealed an'd Lj All joint-s,seams,and conn"oris are rinadds suLiatai-i"lly aim 11 -fry ioffwf---- .led cloaum ght W.h tai;p I. Ma5UGS taw eStIjas uf wAtf-ma III 1A4A,nrAAI AMP I ing aming=A"cG arc not used as supple ducts. Lj Addifitmiai requirejYmAs for idpe sealing and meiai tiuui urimottj are ivicluded by all i1J5PeUjtHJ fur QXF)PJid1K7d with[he Iflien1dikOldi k4aptUML-al r.cwta Temperature Controls: r nermostai;-exis Nbraa`ci;§;djMratt HVAC sV§f6m:A man ua or-a atomatte-means,to parti-y restrict or snut-on-trip nea ung-am/or-- cooling input to each zone or floor is provided. -Heating-anclZooling-Equipment Sizing: ........... , ) , , -111.-, ,, -,1 "?, 7 -Z 7!7 0. G-wWating:hot water pipes are-insulated to R-2. in use. Hixafilit-N ivr�mfhin Pinift 'InglitAt4m. lnrFfiomrppq P etr f+iltod&Mz F mro imOntaA tM Q-? Certificate: tj- Averniahent mdfta1e-'js-pnDxddedbjJ'dr iF)If*Aoddeed ALOftftn nanof listina the predominant-insu6tianR�vWuw,-%M'ndO%V- U-factDrs,type andefficiency of SpaCecOndiff6fting and water healingeg4ipment RES t-foleut.Mie.Q kuvuri-date.-6&6&66 I-)At;i tils-namp,1--.-1Vrnnr;;m rw-.,- I 5 a _ Floor%f Yu11MY{IH11 30.00 lYLTSS•S-�!'!f L! _ _. -._--_iflT_!LR'�V�I�fF1! - i7Q6tl1. 4UIi1!!lC11625: Welcome David Olson! Thank you for your order € rder Confirmation Order Status: Submitted Order Number:: 1200603114 As of:5/6/20093:23:50>PM EDT Requested Due Dater 5/7/20091;30:00 PPot EDT Submitted ors 5/6/2009-3:2a-A9-:P_M-EDT Pick-up.Location a 0 54-Staples 364 Barnstable Road Submitted by: David Olson 364`8arnstabCe Road_ Tel:508-775 4300 Flyannis;.MA 02§01_ Jn14 �y.,es ed:Stat_.._ Tel:506:7714950: Products Quantity Item Price Item Total OLSON 6 $17'9400 $107.K OLSOt4 6: $47.650 $4.59 at ft ._. Pre-Tax-Subtotal to be paid in store $112.23 r:- Potei UO RtirtiSrd Doitars $1 .27 P#ynlent Please.pay.for your order when you pick it up. nu a-/iwww.sta iesco center.COM/A Fiitvi Hccount/uraerSumma aS x turder1Q—vo V r 'N0 Y... x612 Gbh P P �Y Y rY• P J Y iv :111 REScheck Software Version.4.2.1 ff -N& AW "law %oompliance Cerfific Proled Tifle: CARLSON RESMENCE Energy Ccoudie., 2WGIECC Location: Barnstable,-Massachusetts Qcnisifuttion Typt,. Singiek famfiy Coriffioned Floor Area: 2645 M Glazinq Area Percentage: 9% Heafing Degree Days: GJ37 Climate Zone: Construction Site: Owner/Agent DesignedContfactor. LOT 7B OLD JAIL LANE CARL CARLSON It DAVID OLSON BARNSTABLE,MA 277 QLD JAIL LANE OLSON DESIGN ASSOCIATES BARNSTABLE,MA 55 ELM AVE. flffAfftld,MAW03 i 508775-4300 —71 11,2%Q9t'Ar Than C20A m M IM W r VA*,UX 519. LEM -(!GWv (emu 4•A i Wtirduf isffyr�i Q�c'�Qva-f"im qnli-MP�ed P flze ?7 W6, at-V a"If 29&D it:f1: 3&0 74 Skylight 1:Wood Frame:Triple Pane with Low-E 12 0.320 4 vvaff K VvOudFrame, 416'o.c. 40111Y (10 jU.0 zoo SHGC:9�9r- Dom I:Solid 41 0,320 13 123 39- SHGC:0.00 Furnace i.,Forced Hot Air 78 AFUE C=P&64WSL-&7Wr7,t' The o9w calculations submitted with the permit application.The proposed building has been designed to meet the 2006 IECC requirements in ntestfteft VL%Mlon ir.2:'f britrib ownply WIM the ftncMTWY rOqUrernonM Wda In the Mcntft Inspean6n Cbec;MW. Name-Title Signature Date Project Notes: 277 OLD JAIL LANE 13 OWNERS. CURRENT AD AttS Data ftvafr&' Fop i Of,3 r LTI- D REScheck Software Version 4.2.1 Insoec-ti-on Checklist Lciifis�$: Ceiling 1._Flat.Ceiling or Scissor Truss_R 3a_o continuous insulation Comments: Above-Grade Walls-:. II l Watt 1:Wood Frame.-1fi"n a..R-3(1(1 ctvntinun{:�a ins{datinn Comments: Windows: L'01-� ndoY`)J'N Yl UG edV Iv'vt�iil�,.de5 VG 1GQ UIdJ:N:11 ::: •.:, y�� -- x,m.. y�l���r,• ,tea; Comments: ft e:-Uata-1:.5 saJI..of Slaw.jenestration_per dvvellaw Ise ;rom Ct-facer aW 3,HG0 regWernerts, ❑ Skylight 1:Wood Frame:Triple Pane with Low-E,U-factor:0.320 #Panes Frame Type Thermai Break? lies No Comments: Doors: [)oor 1:Soiid,.U-factor:0 320 Comments- 0 Door 2:Glass,U-factor:0320 u�rir>id. CIA ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 continuous insulation ti;miaisatiu; Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: fiat 'i; t1tw?a+os Ak;74 i Z3 ridi�z Make and Model Number: Air Leakage: ij rrl{F:+ a{ -_vc:ivr al v97lLi1 Fv v.J...Pr s.,... .. •.._. _�..„_._. j t[ Y �1•.i�� jQrl tv Vi'{S�T.fYlii$ I��+fN'V•41"��'�'MZI'��Y�'Y�w.'V.vgin'�Y�1�1V7M�(V hZ{'��'4�i V'U• U Recessed lights are either i}Type IC rated with enclosures sealedigasketed against leaks to the ceiling,or 2)Type IC rated and ASTM e ems,. ..a-....�.......e.., su.t.......s.,.:..e ....a..�»..i.......:.....e......, .:s s::..:aa::�. o,:,•..:- r.a..s:sa;.'a..s .,st.;. .,-�a aa.. •.a ,a a.s.:a;�ar 1,,;a s.,. a «.,..t: u«w»>.:.;:,..a.u..+aw.: .+,�wa a= +c<+cl✓r.`..a*V1, •a �.vacl.+zasw.�.tt t.lul insulation. Sunrooms.- Sunrooms that are thermally Isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: 0 vapor mtomw is-%0 *-'ffm ova, m—dwr stein.4 pit v,� t{ W04 Ono;t 4".1 q it t ai 0"n deterrrti mo#41 moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. PreSWt TW&.,C'ARLSON RESIDENM Report date:3b1ClE`100 .Daff)filgnpme C:1.P.rSigr m itf Sif tt?t kti ESrhP kic ti5tin,t3sk PI-00_91 of X aA344 f 44 -.t_,,I,1.; ,a;."z::!, z'i... ;,t d_=. cr,.h,.a.,: rat manuols for all instailetl nesting ana cooling equipm? t antl service vaster heating equipment have been provrtled. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner tom{ ttts+zes:: iay .i-+tsts'v ats� 2 tttt. aaH�1.(.aK.�far�SpMi Li uucts in uncona tfoned spawa or vi ive iV ie are i,6u;nioo to ar ioasl i�-U. � i .- t..i 4t)4J44�VSi iKlliiyyW l4:S'JW44i414.rfr4Stdlit4V14VA1V.�U4lr31k5.'!-lM tlf}lfiVri'�S'44:44F>f4'tki''13i�aV+�V�c V;`f:.K4'i'at�W'l4'f Ci3t�iUk.. t}:i. Duct r111 Iiy3i14iG17,i114c7 uvRw,qi,J uW�:iCoi li ici".t'1%:iJ 4v 4i..i:yca vt all ui...iau:iV.:a,--c.l:c:;u,;:,,lcttt_r 734: _al t.-41..V5 G~' mechanirelh/festened, ff wli Iw,seat i 1s,and con lectid to are mace sut-s a"'t �uaI"Y a.ty1 vviu i_Fas,ya-ske Ig,1 i lam IC ;aai ieSive.,j Or OT Ic7$Ni v'� dre gygtamc,Tanac and mactira are ratwt 1,11 1 R1 A nr t It 1.911R. Li -u.. ".y,framing�y n sM'a.c not^u;�a su�;N�y . r, 8 r 11-A -11 , >va tq: 0trVti: t nm Cn`:::a4•::+Y 6:: .. lv S:Y:LV;tty. Lj Adtiiiiunai requirements iur Wipe sea6ny and metal duct rairnpirry are included by an inspeeUun for wmpiianue wrin Me'hilerrw1iiunai SthQ�tsnigaf Temperature Controls: I T,rzo n:sfats aadst forzach separaW W 4C system A=nu.0:or^'•twnabc means ya pad ally off the-boafirg-qndmr cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: Isij8lttDCt3i'r84itirernWus for equspnterA W-1 ig its tniziaiaee by M irrspee tot compiramb with U%Iftwn=OrAl.t Vtte iC : Gircuiating hot water pipes are insulated to R-2. t frtt�+l i F14i'Ft itir yslk it3s tli r{i4{�;itti#1s12ai4tslit l fi♦fir es s iiti�tit�itigm swsii It ltt WCrt 4tifil.iitb l%(4suitsiitri�Wrist%ilti Wit�3tS Uids 5y l 3di 6k'riitil' in use. t�atirg;2nd�G�lf�t�'��pi€eg insat#s#inn; HVAC.pipinq convel`in8 f1piis 9bgw?'kpw: F m r"NOM Pp irk,;t?Qimov 55 F arp iR.4liiatf eb,r_ Certificate: o A,;emmnentcerlifitat_-is.prowdedoror,.-Ow.etectricafdiObaba..,panel listing ihe.predotrrnant rsuta#ier-P a 'es !.:ndavv U-factors;type and efficiency of space-conditioning and water heating equipment.• 6,Z Men,arnw OProurarn Flf"ic;hffrk!RF-.grhorkirartcnn rrk pans A-n¢3 2006 IEcc energy a. Efficiency Certi cete WOW V'rr-A]F �sarns:..,euir(a.au.�.a.,ds�te...nea e.....aet• .ts::row r.�6 es-e jiVrin n-3g UAW :'!near 0112 n Rn 'JiFAfPC�iis4AiP.P' i�AMEMeNf�.; CAS —t c Q i c I L L 5 G < < 2 � � So . � s •-_ - ;+ t _ � r _ � - � _} c ... � .4 � } ' a . :`. 'f. - ., ; a �� 3 .. � - r - :y I L r CA2,t_So�t J Daniel E. Braman. -P E.; T i �.. ` La,J 1 189 Harbor ,H r Point `Rd.' aid. MA 02637-036 Cwmnag 2 4 0 • S is ©rr STRU G`T c) tZ ,..� C,Z Z ► - ► t-t 5 �J �o .P � N R o o� LS 4.6 �9 15Ir�GC� S 1�� /A?Tt G lz lgwgF, Vv 1 , 2 d U f1 r-' t ►� l S[+C tj S 10A c r bJ Vex 3 10 A-tTT 4 c STD R- 6 ' I Ij. D • 114, C RAMSBEAM V2. 0 - Gravity Beam Design Lictensed to: Dan Braman, P.E. Job: Carlson, Old Jail House Lane Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W18X35 Fy = 36. 0 ksi Total Beam Length (ft) = 33. 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 035 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 33. 00 0. 180 0 . 180 0. 000 0. 000 0 . 360 0. 360 SHEAR: Max V (kips) = 9. 49 fv (ksi) = 1. 79 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 78 . 3 16. 5 0. 0 1. 00 16. 31 24 . 00 16. 31 24 . 00 Controlling 78 . 3 16. 5 0 . 0 1 . 00 16. 31 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 3. 55 3. 55 Max + LL reaction 5. 94 5. 94 Max + total reaction 9. 49 9. 49 DEFLECT-IONS: Dead load (in) at 16. 50 ft = -0. 388 L/D = 1021 Live load (in) at 16. 50 ft = -0 . 649 L/D = 610 Total load (in) at 16. 50 ft = -1. 037 L/D = 382 RAMSBEAM V2. 0 - Gravity Beam Design Licensed to: Dan Braman,. P.E. Job: Carlson, Old JailhM-u-s-e Lane Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W16X36 Fy = 36. 0 ksi Total Beam Length (ft) = 33. 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 036 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 33. 00 0. 180 0. 180 0. 000 0 . 000 0. 360 0. 360 SHEAR: Max V (kips) = 9. 51 fv (ksi) = 2 . 03 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 78 . 4 16. 5 0. 0 1. 00 16. 66 24 . 00 16. 66 24 . 00 Controlling 7E. 4 16. 5 0. 0 1 . 00 16. 66 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 3. 57 3. 57 Max + LL reaction 5. 94 5. 94 Max + total reaction 9. 51 9. 51 DEFLECTIONS: Dead load (in) at 16. 50 ft = -0 . 444 L/D = 892 Live load (in) at 16. 50 ft = -0. 739 L/D = 536 Total load (in) at 16. 50 ft = -1. 183 L/D = 335 L RAMSBEAM V2 . 0 - Gravity Beam Design Licensed to: Dan Braman, P.E. Job: Carlson, Old Jail use Lane Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W8X24 Fy = 36. 0 ksi Total Beam Length (ft) = 16. 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 024 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 16. 00 0. 420 0. 420 0. 000 0. 000 0. 840 0. 840 SHEAR: Max V (kips) = 10.27 fv (ksi) = 5. 29 Fv = 14 . 40 , MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 41. 1 8 . 0 0. 0 1. 00 23. 59 24 . 00 23. 59 24 . 00 Controlling 41. 1 8 . 0 0. 0 1. 00 23 . 59 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 3. 55 3. 55 Max + LL reaction 6. 72 6. 72 Max + total reaction 10.27 10.27 DEFLECTIONS: Dead load (in) at 8 . 00 ft = -0 . 273 L/D = 704 Live load (in) at 8 . 00 ft = -0. 516 L/D = 372 Total load (in) at 8 . 00 ft = -0. 789 L/D = 243 RAMSBEAM V2 . 0 - Gravity Beam Design Licensed to: Dan Braman, P.E. ' Job: Carlson, Old Jail f se Lane Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W10X22 Fy = 36. 0 ksi Total Beam Length (ft) = 16. 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 022 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 16. 00 0 . 420 0. 420 0 . 000 0. 000 0. 840 0. 840 SHEAR: Max V (kips) = 10 .26 fv (ksi) = 4 .20 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 41. 0 8 . 0 0. 0 1. 00 21.22 24 . 00 21. 22 24 . 00 Controlling 41 . 0 8 . 0 0 . 0 1. 00 21. 22 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 3 . 54 3. 54 Max + LL reaction 6. 72 6. 72 Max + total reaction 10.26 10.26 DEFLECTIONS: Dead load (in) at 8 . 00 ft = -0. 190 L/D = 1008 Live load (in) at 8 . 00 ft = -0. 362 L/D = 530 Total load (in) at 8 . 00 ft = -0. 552 L/D = 348 f NOU-19-2009 10:40 From:SHEPLEY SALES 50B 862 6012 To:5085399402 P.7/28 Licensed to: Dan Braman, P.E. Job: Carlson, Old Jail House Lane Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) - W10X22 Fy p 36.0 ksi Total Beam Length (ft) - 16.00 Top Flange Braced By Decking LOADS: Self Weight - 0.022 k/ft Line Loads (k/ft) : Distl Dist2 DLl DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 16.00 0.420 0. 420 0. 000 0.000 0.840 0.840 SHEAR: Max V (kips) 10.26 fv (kai) - 4.20 Fv - 14.40 MOMENTS: Span Cond Moment 0 Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Eb Center Max + 41.0 8.0 0.0 1.00 21.22 24.00 21.22 24.00 Controlling 41.0 8.0 0.0 1.00 21.22 24.00 --- REACTIONS (kips) : Left Right DL reaction 3.54 3.54 Max + LL reaction 6.72 6.72 Max + total reaction 10.26 10.26 DEFLECTIONS: Dead load (in) at 8.00 ft = -0.190 L/D - 1008 Live load (in) at 9.00 ft . -0. 362 L/D - 530 Total load (in) at 8.00 ft - -0.552 L/D = 3481 NOV-19-2009 10:40 From:SHEPLEY SALES 508 862 6012 To:5085399402 P.8-'28 a=aaeaaaae�aCr�a�o�aaaaoac�Ca.=.7ioaaa=aawcsaaa�oCeaoaooaooeeaaae�ammmaaaaeaooaaama Check of Ream 1: CARLSON RESIDENCE 14' Rafter INPUT Roof I Live Load ( K /Ft -2) : 0.03 I Slope 12 in 12 Code BOCA 1 Dead Load ( K /Ft -2) : 0.01 I Species : Spruce-Pine-Fi Wet Use No I Snow Load ( K /Ft '2) 0.03 1 Grade : 1200f I Wind Load ( K /Ft -2) : 0.012 I Rep. Use : Yee ( TL Deflection : L/180 I Txib. Width • 1'-6" Lt. Cant. : N I LL Deflection : L/240 I DOL • 160 Rt. Cant. : N I Pattern Loading : Yes I Side Loaded : 140 SPAN DATA (Length is to center line of be I SPAN 1 . bearing) Length Y 14'-0" Actual 119.9758 Ft Hrg. 3" 0" Min. 1.5" 1.5" Total Length : 19.9758 Ft MEMBER SELECTED Sawn Spruce-Pine-Fir 1200f 2x12 IS MEMBER OK? : Yea CRITICAL STRESSES SUMMARY CONTROL ( REACTION I BENDING I TL-DEFL i SHEAR 1 LL«DEFL I ( K ) I ( K /In "2) I ( K /In -2) I t In) I ( In) MAX VALUE I 0.46799 ( 0.54688 1 0.037332 I -0.765 I -0.897 % OF ALLOW I n/a 1 31 1 46 I 77 I 67 LOCATION I 0" I 7'-0" 1 13'-4.045" ( 91-4.248" I 91-4.248" MAXIMUM HANGER FORCES 0.46799 K (LEFT) 0.46799 K' (RIGHT) w---------------------------------------------------�-.rrr.�- j 12 In. j Deep 1 ------------------------.r------------- O D. 468 The Max. Is OP 466 lbs t x. ST URAL a 132 lbs DL No.Woo 336 The LL 9Fo�s1E�� 336 lb6 0.468 K A Oq 0.468 K General Notes 1 I. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end Of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left and of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on 7, juggortfng memb rs. qa v reacta.on indicates that the beam must be fastened NOV-19-2009 10:41 From:SHEPLEY SALES 508 062 6012 To:5085399402 P.9/28 `a �d�d0 PSaC3imGCiOCSOC ^S'�r:i'�CmCOdiJC54CiOi"J�.Cw7Ri`J1�1'r'� `G�.7mmC�C�.00CiOidDS'J'C� t • bf 9e am 1: CARLSON RESIDENCE ov R81 aP�� C INPUT 0.03 1 Slope 0 in 12 Floor 1 Live Load ( x /Ft *2) ; 0.01 I Species 1,8B Code EOCA I Dead Load ( x /Ft "2) 0 I Grade Wet Use : No 1 Snow Load ( K / L/240 I Trib. Width . p. No { TL Deflection 360 Re 1 DOL 100 Use :Cant. : N I LL Deflection L/Yee { Side Loaded N0 Rt. Cant. '. I pattern Loading SPAN DATA (Length is to center line of bearing) SPAN Length j 17'-5" Actual ( 17'-6.5" 8rg. 301 1 858" 1.858" Min. Total Length : 17'-6.5" MEMBER SELECTED GeaIBiMEM8ER1OK? .iBE .y®s16x2 CRITICAL STRESSES SUMMARY gREAR . i LL-DEFL I TL-DEFL CONTR REACTION I BENDING 1 in) I ( K ) I ( x. /In -2) 1 ( K /In 2) ( (-0�.404 I ( -0.539 1.706 { 0.11062 I 61 iy11X VALUE ( 4.877 I 68 I 38 I 64 g'-8.5" n/a '-1n 1 $ OF ALLOW 0" 16 4.877 K (RIGHT) LOCATION ( 4.87? K (LEFT) ---- MAXIMUM HANGER FORCES : ------------- ---- - --.----------------- --------- I I I 16 In. 1 Deep i OF 4877 lbs M2 4877 The Max. 1AM0-$�yGN HOP 1219 lbs D x. 1219 The DL o MUM L � 3657 The V 3657 The LL No.2040 4.9 K 4.9 K 9FQI8TEP� General Notes 1. Beam locations giv use areom®a®uredufromitheeleltoend 2. Load of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end o! the ea required. I 4. Searing across full width of beam im®mbereimust be confirmed. S. Structural 846qu8cy of supporting 6. Bearing lengthsmembers. required may be limited by bearing stress on • supporting 7. A negative reactio indicapaifthat the beam must be fastened to the supporesist S. Cantilever deflection allowables are based on twice the 6pan length- - I NOV-19-2009 10:41 From:SHEPLEY SALES 508 862 6012 To:5085399402 P.10/28 7CLTC4D--w'3CTiSC.'.Q3ZCICGC�aCCCCOPOQ.:::CQSCaCCCCC��iG3i.'73a0Oa�7� +�C::.:����CCC.�.+C3CCS� Design of Ream 1: CAR SON RESIDENCE RH1 OJ` kOT' 2 C S AW INPUT Floor I Live Load ( K /Ft "2) : 0.03 I Slope 0 in 12 Code : BOCA I Dead Load ( K /Ft -2) : 0.01 I Species : Wet Use : No I Snow Load ( K /Ft "2) : 0 I Grade : 1.8E Rep. Use : No I TL Deflection : L/240 I Trib. Width : 14'-0" Lt. Cant. : N I LL Deflection : L/360 I DOL • 100 Rt. Cant. : N I Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 114'-0" Actual 114'-1.5" Brg. 3" 0" Min. 1.S" l.5" Total Length : 24'-1.5" MEMBER SELECTED Generic LVL 1.8E 1.75x11.875x2 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL ( REACTION i SENDING ( SHEAR I LL-DBFL ( TL-DEFL I ( K ) IC X /In '2) I ( X /In "2) I ( In) I ( In) MAX VALUE I 3.92 I 2.001 I 0.12147 ( -0.413 I -0.551 % OF ALLOW I n/a I 76 I 42 I 88 ( 78 LOCATION I O" I 7'-0" I 13'-.125" I 7'-0" I 7'-0" MAXIMUM HANGER FORCES 3.92 K (LEFT) 3.92 K (RIGHT) -------------- ---------------------r----------------------- 11.88 In. j I Deep I I L --------------------------------------- -- ---- 3920 ibs Max. + o A���_ --- 3920 The Ma X. e II�A a' y� 980 The DL ;� 91SNOP g80 lb® DL 2940 The LL x 61RUCIUR 3.9 K No,25486 2940 lbs LL 'F A11CI9T��` 3.9 K General Notes � Qa I. Beam weight to assumed to be included in Dead Load. 2. Load locations given are measured from the left and of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. S. Structural adequacy of supporting members must be confirmed. 6.. Hearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. • B. Cantilever deflection allowables are based on twice the span length. NOU-19-2009 10:41 From:SHEPLEY SALES 508 862 6012 To:5085399402 P.11/28 eaom�meaoemmmmm�mA�mmsmmma�aa��aa�saa�aammaceao�s���a�aoo�oaaa��eao�mxmna��o�sca Design of Beam 1: CARLSON RESIDENCE V1 INPUT Floor I Live Load ( K /Ft -2) : 0.03 ( Slope 0 in 12 Code : BOCA I Dead Load ( K /Ft -2) : 0.01 I Species Wet Use : No I Snow Load ( K /Ft -2) : 0 ( Grade : 1.8E Rep. Use : No I TL Deflection :. L/240 ( Trib. Width : 1'-0" Lt. Cant. : N ) LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I pattern Loading Yee I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 111'-0" - Actual 111'-1.5" Brg. 3" 0" Min. 1.5" 1.044" Total Length : 11'-1.5" ADDITIONAL LOADS (Distances are from left end) Unite: K Ft REF I LOAD I LOAD I DISTANCE- I LOAD I BEGIN I END NO. I CASE I TYPE I TO START I LENGTH I VALUE I VALUE 1 1 D I L ) 0 I 11.00 I 0.00 i 0.15 2 1 L I L 1 0 I 11.00 I 0.00 I 0.45 MEMBER SELECTED Generic LVL 1.8E 1.7Sxll.875 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL ( REACTION i BENDING ( SHEAR I LL-DEFL ( TL-DEFL I ( K ) ( ( K /In -2) I ( K /In -2) I ( In) I ( In) MAX VALUE i 2.42 I 1.532 I -0.13089 I -0.191 ( -0.255 % OF ALLOW I n/a I 58 I 45 I 52 I 46 LOCATION I 11'-O" I 6'-3.147" I 10'-.12S" I 5'-6.254" I 5'-8.2S4" MAXIMUM HANGER FORCES 1.32 K (LEFT) 2.42 K (RIGHT) ------------------------------------------------------------ I I 11.88 In. I I Deep I I ---------r------------------------------ -------- 1320 The Max. cF�tAs� 2420 The Ma g. WI IAM 0, 330 lbe DL 918HDP 605 lbe DL 990 The LL No. STRUCTURAL H 1815 ibs LL 1.3 K 9 2?saes 9T 2.4 K Ep� General Notes N 0 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left and of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting.members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. S. Cantilever deflection. allowables are based on twice the span length. f NOU-19-2009 10:41 From:SHEPLEY SALES 508 862 6012 To:5085399402 P.12/28 3aCiiSw:.L'LST.JQi"�l'�i.�ii"�"�?'.BiiCmmQ.�J7C0SC:CCT.:S4Cw0CGC�00�CGC�C0iQC1O�Q'®0CO3dCmm'rt'.9a."i0C Design of Beam 1: CARLSON RESIDENCE V2 INPUT Floor i Live Load ( K /Ft "2) 0.03 ( Slope O in 12 Code : BOCA I Dead Load ( K /Ft -2) 0.01 I Species ; Wet Use : No I Snow Load ( K /Ft '2) 0 I Grade 1.8E Rep. Use : No J TL Deflection : L/240 I Trib. Width : 1'-0" Lt. Cant. : N J LL Deflection : L/360 I DOL 100 Rt. Cant. : N I Pattern Loading : Yes I Side Loaded NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 122'-4" Actual 112'-5.5" Brg. 3" 0" Min. 2.052" 2.148" Total Length : 12--5.5" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REP J LOAD ( LOAD I DISTANCE I LOAD I BEGIN ( END NO. I CASE I TYPE I TO START I LENGTH ( VALUE J VALUE I I D I L 1 0 1 12.33 I 0.00 I 0.15 2 1 L I L 10 I 12.33 J 0.00 I 0.45 31 D I C 11 I I 0.33I 4 1 L I C I I I J 0.99 J . MEMBER SELECTED Generic LVL 1.8E 1.75u11.875 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING J SHEAR I LL-DBFL J TL-DBFL I ( K ) I ( K /In -2) 1 ( K /In -2): I ( In) ( ( In) MAX VALUE I 2.819 I 2.096 I 0.15962 J -0.339 -0.462 % OF ALLOW I n/a ( 80 I 56 J 82 ( 73 LOCATION J 12'-4" I 6'-8.628" I ll'-4.125" ( 6'-3.19" ( 6'-3.19" MAXIMUM HANGER FORCES 2.693 K (LEFT) 2.819 K (RIGHT) ------------------------------------------..�....�«-....".....----- 11.88 In. Deep J I ------------------Q.r r r--------------- I W1 a 2693 The Max. a +oP 2819 The He X. 81RUCION 673.3 The DL No.20468 704.8 The DL 2020 The LL 9fC�8T��t `' 2114 The LL 2.7 K aa� 2.8 K General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left and of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. S. Structural adequacy of supporting members must be confirmed. 6. Searing lengths required may be limited by bearing stress on supporting members. 7. Donauottuppoeactdomeotatcaba8ftbat the beam must be fastened - I NOV-19-2009 10:41 From:SHEPLEY SALES 508 862 6012 To:5085399402 P.13/28 asooaoaaaoxowsossa�aoo======c=omoe=�pog7ga=Gg77=:.a0:.TCGiiTa�.77mS��m�•®m�ms�OimC.'di9irl Design of Beam 1: CARLSON RE8IDENCE V3 INPUT Floor I' Live Load ( K /Ft -2) 0.03 I Slope 0 in 12 Code : BOCA Dead Load K Ft -2 0.01 Species Diet Use : No I Snow Load ( K /Ft "2) 0 I Grade 1.8E Rep. Use : No I TL Deflection : L/240 I Trib. Width : l'-0" Lt. Cant. : N I LL Deflection L/360 I DOL : :100 Rt. Cant. : N I Pattern Loading : Yes 1 Bide Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length I 15'-4" Actual 1 15'-5.5" Brg. 3" 0" Min. 1.5" 1.5" Total Length : 15'-5.5" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF I LOAD I LOAD I DISTANCE ( LOAD ( BEGIN 1 END NO. I CASE I TYPE I TO START I LENGTH 1 VALUE I VALUE 1 1 D 1 L 1 0 - 1 15.33 I 0.00 1 0.15 2 . 1 L I L 1 0 1 15.33 1 0.00 1 0.45 3 1 D 1. C 1 4.25 I 1 0.33 1 4 1 L I C 1 4.25 1 1 0.99 1 MEMBER SELECTED Generic LVL 1.8E 1.75x11.875x2 IS MEMBER OK? : Yee CRITICAL STRESSES SUMMARY CONTROL 1 REACTION 1 BENDING 1 SHEAR 1 LL-DEFL 1 TL-DEFL I ( K ) • I ( K /In -2) 1 ( K /xn -2) I ( In) I ( In) MAX VALUE 1 3.738 1 1.867 1 0.1128 1 -0.470 1 -0.627 % OF ALLOW 1 n/a ( 71 1 39 1 91 1 81 ' LOCATION 1 15'-4" I 7'-8.617" 1 14'-4.125" 1 7'-8.137" 1 7'-8.137" MAXIMUM HANGER FORCES 2.794 K (LEFT) 3.738 K (RIGHT) ------------------------------------------------------------ 11.88 In. 1 I ' Deep 1 I -----------------mow---..----------------- ---------w 2794 The Max. WI 0 3738 The Ma x• BISHOP 698.6 The DL STRUCTURAL 934.5 The DL 2096 lbs LL No.294aa 2803 The LL 2.8 K. 3.7 K a. General Notee 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left and of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left and of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearinq lengthe required may be limited by bearing, stress on supporting members. 7. Aon6bet6uppoe4ct&ooe6idtcap66ftbat the beam must be fastened NOV-19-2009 10;42 From:SHEPLEY SALES 508 862 6012 To:5085399402 P.14/28 =aso=aaesammmonaee�aa'�aam�oenayc�aamaoesoo=aeaae-moatlmmtlmaaa=aaaoCna®9smmmtl�,mcc Design of Beam 1: CARLSON RESIDENCE. RB2 INPUT Floor I Live Load ( K /Ft '2) : 0.03 { Slope 0 in 12 Code : BOCA I Dead Load ( K /Ft -2) : 0.01 I Species 1.8E Wet Use : No ( Snow Load ( K /Ft -2) : 0 ( Grade Rep. Use : No I TL Deflection : L/240 I Trib. Width 7'-0" Lt. Cant. : N ( LL Deflection : L/360 I DOL 100 Rt. Cant. : N I Pattern Loading : Yes { Side Loaded NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length Actual Br9. 3" oil Min. 1.5" 1.5" Total Length ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF I LOAD LOAD { DISTANCE I LOAD I BEGIN I END NO. { CASE I TYPE I TO START LENGTH ( VALUE { VALVE I I 0.70 4 L j C 1 8 I I 2.10 1 MEMBER $ELECTED Generic LVL 1.8E 1.7 5xl4x2 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION ( BENDING I SHEAR { LL-DEF'L I I TL-DE)FL t R ) I { K /In 2) ( ( K /In 2) ( t In) I 73.0 MAX VALUE I 3.64 I 2.116 1 0.10143 I 0.430 I - 571 $ OF ALLOW 1 n/a 1 63 1 35 I 80 LOCATION I 0" I 8'-0" I 14'-10" I 8'-0" { 8'-0" MAXIMUM HANGER FORCES 3.64. K (LEFT) 3.64 K (RIGHT) -------------r--------------------rr r rr r---------r - I 14 In. ! L Deep I I I-----------~--------..-.- rrwrr---------- ..r r.r.►-r rrr i I r M O�cyG�, 3640 The Ma.3640 lbs Max. PB x. �NOP a 910 lbs OL �au100 910 The DL 2730 The LL po.�Aes 2730 The LL 3.6 K 3.6 K A� General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure.. 3. Locations of maximum moment, stress and deflection are measured from the left and of the structure. 4. Bearing across full width of beam to required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened , tothe support to resist uplift. 8. Cantilever deflection allowables are based on twice the Span length. NOU-19-2009 10:42 From:SHEPLEY SALES 508 862 6012 To:5085399402 P.15/28 ;SmDaaYO®C�sCs�:DiOaDDSC4ai�DC7oe�i0imG=-OmDOaOi®iC7■O'diOGwL:GaiOii:aamOiQR#mOiaCasa Design of Beam 1: CARLSON RESIDENCE R82 INPUT Floor I Live Load ( K /Ft -2) 0.03 ( Slope 0 in 12 Code : BOCA 1 Dead Load ( K /Ft "2) 0.01 I Species Wet Use : No i Snow Load ( K /Ft '2) 0 I Grade : 1.8E Rep. Use : No I TL Deflection : L/240 I Trib. Width : 7'-0" Lt. Cant. : N I LL Deflection : L/360 I Dias Loaded NORt. Cant. : N I Pattern Loading : yenSPAN DATA (Length is to center line of bearing) I SPAN 1 Length 1161-0" Actual 116'-1.5" Brg. 3" Oil Min. 1.5" 1.5" Total Length : 16'-1.5" ADDITIONAL LOADS (Distances are from left and) Units: K Ft REF I LOAD I LOAD I DISTANCE ( LOAD I BEGIN I END No. i CASE i TYPE i 8 TO START LENGTH' VALLU0.�O i VALUE 4 ( L I C 1 8 I I 2..10 I MEMBER SELECTED Generic LVL 1.8E 1.75x11.875x3 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING I SHEAR I LL-DEFL ( TL-DEFL I ( K ) ( ( K /In -2) I ( K /In "2) I ( In) I ( In) MAX VALUE i 3.64 I 1.961 I 0.080912 1 -0.470 I -0.626 % OF ALLOW 1 n/a I 75 I 28 1 88 I 78 LOCATION I o" ( 8'-0" I 15'-.125" I 8'-0" MAXIMUM HANGER FORCES 3.64 K (LEFT) 3.64 K (RIGHT) --.►------------------------------- -M----�....---..r--- I i I 11.86 In. I Deep i I -------------M--------------------------- --+--�-~---- 3640 lb® Man. wm4ssq 3640 The Ma X. W1�1AM 0' yGil�, 910 The DL 61SNop 910 The DL 2730 ibs LL 0 906 `" 2730 The LL 3.6 K Ito, 0 3.6 K gf419�` General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left and of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left and of the structure. 4. Bearing across full width of beam is required. S. Structural adequacy of supporting members must be confirmed. 6. Bearing lengthe .required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection aliowables are based on twice the span length. NOV-19-2009 10:42 From:SHEPLEY SALES 508 662 6012 To:5M5399402 P.16/28 i � 1 oC�ae�caz�000===eoaosooaommemaom=ao=e=aeemoaga=amnemnm000maoaamammamoaa®osa.=ae Design of Beam 1:ICARLSON RESIDENCE RB3 INPUT Floor I Live Load ( K /Ft '2) : 0.03 ( Slope 0 in 12 Code : BOCA j Dead Load ( K /Ft '2) : 0.01 ( Species Wet Use : No. I Snow Load ( K /Ft -2) : 0 I Grade : 1.8E Rep. Use : 146 I TL Deflection : L/240 I Trib. Width : 9'-0" Lt. Cant. : N j LL Deflection : L/36O I DOL : 100 Rt. Cant. : N j Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 116'-01, Actual j 16'-1.5" Brg. 3" 0" Min. 2.764" 1.5" Total Length : 16'-1.51' ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF j LOAD I LOAD ( DISTANCE I LOAD I BEGIN I END NO. CASE j TYPE I TO START ) LENGTH I VALUE j VALUE 3 1 D j C 1 6 j I 6.70 i 4 1 L ( C j 6 I ( 2.10 MEMBER SELECTED Generic LVL 1.89 1.75xl4x2 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION j BENDING I SHEAR I LL-DBFL j TL-DEFL 1 ( K ) I ( K /In -2) i ( K /In -2) ( ( In) ( ( in) MAX VALUE 1 4.63 I 2.236 j 0.1275 j -0.473 I -0.631 % OF ALLOW I n/a j 87 j 44 j 88 j 78 LOCATION I O" j 6'-0" I 14'r1O" j 7'-9.067" I V-9.067" MAXIMUM DANGER FORCES 4.63 K (LEFT) 3.93 K (RIGHT) --�----—-—--——--———----————-----————--—•-—--—•.w•...---—-01..- 14 In. j Deep i I wwwww�.�rwww —w-wwwwww----w-------------w 3930 The Ma -- Cis, 711, 4630 The Max. a Wei ApP �; x. s1auCSuaA► M 1158 ibs DL Ho.zaaee 982.5 lbe DL 3472 The LL ,"fc�sr�w� � 2947 lbs LL 4.6 K lONA� p� 3.9 K General Notes Y 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Hearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Hearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. S. Cantilever deflection allowables are based on twice the span length. F 1 _ NOU-19-2009 10:42 From:SHEPLEY SALES 508 862 G012 To:5085399402 P.17-128 t aease�ra�moeememmos�oaaaa�osssos�eaa�xoaoea�nx=a=oaxnooaaQeoaasmm�ssae�aaaoaaaamsa Design of Beam 1:. CARLBON AEBIDENCE AB3 � INPUT Floor I Live Load ( K /Ft '2) 0.03 I Slope 0 in 12 Code BOCA I Dead Load ( K /Ft -2) 0.01 ( Species Wet Use : No I Snow Load ( K /Ft "2) 0 I Grade : 1.8E Rep. Use : No I TL Deflection L/240 I Trib. Width : 9'-0" Lt. Cant. : N I LL Deflection : L/360 ( DOL : 100 Rt. Cant. : N I Pattern Loading : Yes ( Side Loaded : NO SPAN DATA - (Length is to center line of bearing) I SPAN 1 Length 1 16'-0" Actual 1 16'-1.5" Brg. 3" 0" Min. 1.5" 1.5" Total Length : 16'-1.5" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REP I LOAD ( LOAD ( DISTANCE 1 LOAD I BEGIN I END NO. I CASE I TYPE I TO START I LENGTH I VALUE I VALUE 3 1 D I C 1 6 I 1 0.70 I 4 1 L I C 1 6 I I 2.10 1 MEMBER SELECTED Generic LVL 1.8E 1.7Szl2.875x3 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL ( REACTION I BENDING I SHEAR I LL-DZPL I TL-DEFL I ( K ) I ( K /In "2) 1 ( K /In -2) 1 . ( In) i ( In) MAX VALUE 1 4.63 1 .2.071 1 0.10174 1 -0.517 1 -0.690 , % OF ALLOW 1 n/a I 79 1 35 1 96 I 86 LOCATION 1 O" 1 6'-0" ► 15'-.125" I 7'-9.067" 1 7'-9.067" MAXIMUM HANGER FORCES ,: 4.63 K (LEFT) 3.93 K (RIGHT) I I 11.88 In. Deep 1 I I ------------- -----------------.......---- - •------- oy 4630 The Max. �1>. fuAop GNP 3930 The Ma X. 615110P 1158 The DL e6 982.5 The DL 3472 The LL NaZ� 2947 The LL. 4.6 K f Fq�sp 3.9 K General Notes 1. Beam weight is assumed to' be included in Dead Load. 2. Load locations given are measured from the left and of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Hearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. NOV-19-2009 10:42 From:SHEPLEY SALES 508 862 6012 To:5085399402 P.18/28 �=�17mamam9Wi7sam=+meat+■+WssWaammmea�md+seeamW+assasa+�-aaa=ssm104000=IDiiW7C7+sea Design of Beam 1:- CARLSON RESIDENCE RB4 INPUT Floor I Live Load ( K /Ft -2) 0.03 ( Slope 0 in 12 Code : BOCA I Dead Load ( K /Ft -2) : 0.01 { Species Wet Use : No I Snow Load ( K /Ft -2) : 0 ( Grade : 1.8E Rep. Use : No I TL Deflection : L/240 I Trib. Width 1'-0" Lt. Cant. : N I LL Deflection : L/360 I DOL : 100 i Rt. Cant. : Y I Pattern Loading : Yes ( Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 I SPAN 2 Length 1- 11 as-Oil Actual i 6'-0" 18'-0" Brg 0" 0" Min. 1.5''' .2.638" Total Length : 14'-0" ADDITIONAL LOADS (Distances are from left end) Unite: K Ft RED' I LOAD I LOAD I DISTANCE ( LOAD I BEGIN { END NO. I CASE I TYPE I TO START I LENGTH I VALUE I VALUE 1 I D I L 16 I 8.00 { 0.08 I 0.00 2 1 L I L 1 6 I 8.00 I 0.24 ) 0.00 3 ( D { U { 0 I 6.00 I 0.08 { i 4 1 L ( U i 0 ( 6.00 ( 0..24 MEMBER SELECTED Generic LVL 1.82 1.75si1.875 19 MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING ( SHEAR I LL-DEFL ( TL-DEFL I ( K ) I ( K /In "2) 1 ( K /Xn -2) I (-In) { In) ,522 MAX VALUE { 3.462 { 1.369 I 0.1087 { $ OF ALLOW I n/a I 98 I 38 ( 76 I 65 LOCATION I 6'-0" ( 6'w0" I 5'-.125" I 14'-0" I 14'-0" MAXIMUM HANGER FORCES, : 0.88444 K (LEFT) -------- 11.88 In. I I Deep . ---------------------------------r------- -- a 818t10P '" 884.4 The Max 3462 The Max. gzau 2e4 74.44 The DL 865.6 The DL Na 010 The LL 2597 The LL 0.864 K 3.5 K General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam to required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing steams on supporting members. 7. A negative reaction indicates that the beam must be fastened 8. CdntrOevsppOrxl�oti0AlaEloDl�iOs are based on tatice the span length. NOU-19-2009 10:43 From:SHEPLEY SALES 508 862 6012 To:5085399402 P.19/28 =aaeao==m=ee=-saa=-asoans=ca000czaeeeq=acaoa==-esao=aecaaeaaeoc�maa�a==aooFacsaa= Design of Beam 1:rCARLSON RESIDENCE Cal INPUT Floor I Live Load ( K /Ft -2) 0.03 ( Slope 0 in 12 Code : BOCA 1 Dead Load ( K /Ft '2) 0.01 I species 1.Wet Use : No 1 Snow Load ( K /Ft -2) : 0 I Grade : 1.85 Rep. Use : No I TL Deflection L/300 1 Trib. Width : 1'-0" Lt. Cant. : N ( LL Deflection L/360 ( DOL Loaded N00 Pattern Loading Yes ( Side Rt. Cant. : N I Pat g SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 1 16'-0" Actual 116'-1.5" Brg. 3" 0" Min. 1.5" 1.5" Total Length 16'-1.511 ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF ( LOAD I LOAD I DISTANCE I LOAD I BEGIN I END NO. I CASE I TYPE I TO START ( LENGTH I VALUE I VALUE i I 0.87 I 2 L C e I I 2.60 1 MEMBER SELECTED Generic LVL 1.8E 1.75xll.875x3 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY FL CONTROL I REACTION I BENDING I SHEAR I LL-in) ) I TL-In I ( K ) It K /In '2) It K /In '2) I ( In) I ( In) MAX VALUE 1 2.055 1 1.474 I 0.048491 1 -0.324 ( -0.433 % OF ALLOW I n/a ( 56 ( 17 1 60 ( 67 LOCATION 1 0" 1 6'-0" I 15'-.125" 1 8`-0" 1 8'-0" MAXIMUM HANGER FORCES 2.055 K (LEFT) 2.055 K (RIGHT) •-------------------r----~---------------------------------- I 11.88 in. 1 i Deep LAAAAA, I I °t nan8s� I ------------------------------------- --- --------- 2055 The Max. gi511°p "" 2055 lbs Ma 6SNo88 x' 515 The DL 516 The DL gf ���� 15.40 The LL GIS1 p<< 1540 The LL 2.1 K 2.1 K General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left and of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. IL NOV-19-2009 10:43 From:SHEPLEY SALES 508 862 6012 To:5W5399402 P.20/28 a9xss�sOCisC�mm�Cm:Cobm®a1sCmSCeO�amCSO�C?nC'aC9T.D»7®CiSCOa10O®i�ApmlQOmOSC�lSessfCa Design of Beam 1:iCARLSON RESIDENCE RB5 INPUT Floor ( Live Load ( K /Ft -2) : 0.03 I Slope 0 in 12 Code HOCA ( K /Ft -2) : 0.01 I Species 1 Dead Load wet Use : No I Snow Load ( K /Ft -2) : 0 ( Grade 1.8E Rep. Use : No ( TL Deflection : L/240 ( Trib. Width 1'-0" Lt. Cant. : N I LL Deflection : L/360 I DOL 100 Rt. Cant. : Y ( Pattern Loading : Yes I Side Loaded NO SPAN DATA (Length is to center line of bearing) 1 SPAN 1 I SPAN 2 Length 1 14'-0" 1 8'-0" Actual 114'-0" { 8'-0" Brg. 0" oil Min. 1.5" 1.697" Total Length : 221-001 ADDITIONAL LOADS (Distances are from left end) Unite: K Ft REF I LOAD I LOAD I DISTANCE I LOAD ( BEGIN ( END NO. I CASE TYPE 1 TO START ( LENGTH I VALUE I VALUE 1 I D I L i 14 I 8.00 I 0.00 I 0.00 2 I L I L ( 14 1 0.00 ( 0.24 I 0.00 3 1 D I U 1 0 I , 14.00 I 0.08 4 1 L I U 1 0 I 14.00 I 0.24 MEMBER SELECTED Generic LVL 1.8E 1.75xll.875x2 18 MEMBER OK? : Yee CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING I SHEAR I LL-DEFL I TL-DEFL ( K ) I ( K /In -2) I ( K /In -2) { ( In) I ( In) MAX VALUE I 4.45S { 1.203 1 0.090189 1 0.485 1 0.530 $ OF ALLOW ( n/a 1 46 I 31 ( 91 1 66 LOCATION I 14'-0" I 6 -9.206" 1 13'-.125" I 22'-0" 1 22'-0" MAXIMUM HANGER FORCES 2.436 K (LEFT) ----------------------ft 11.86 In. I Deep i I ----------------------------------------------------- - i 2436 The Max. 4455 The Max. 546.2 1bs DL 3341 lbs LIB 1890 The LL 2.4 K 4.5 K + WISup Ui General Notes g�pUcl w aasee05 � i. Beam weight is assumed to be included in Dead Load. 9fois���° 2. Load locations given axe measured from the left end i of the structure. 3. Locations of maximum moment, strata and deflection are measured from the left and of the structure. 4. Bearing across Pull width of beam is required. S. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened 8. Canthbavapp4®flOotteeiatlnpA6960 are based on twice the span length. NOU-19-2009 10:43 From:SHEPLEY SALES 508 662 $012 To:5085399402 P.21,,28 mmoem=x=mcommu=ev=m��==ae®CC=aoreDiPOamxaemm�.3�"i-somas a.ammso=aasoemoma===aaaaa�aax Design of Beam 1:1CARL30N RESIDENCE CB2 INPUT Floor 1 Live Load ( K /Ft -2) : 0.03 1 Slope 0 in 12 Code : BOCA ( Dead Load ( K /Ft '2) 0.01 ( Species Wet Use : No I Snow Load ( K /Ft '2) : 0 1 Grade : 1.8E Rep. Use : No ( TL Deflection : L/300 I Trib. Width : 1'-0" Lt. Cant. : N I LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading : Yee ( Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN I Length 116'-0" Actual 116'-1.5" Brg. 3" 0" Min. 1.5" 1.5" Total Length : 16'-1.5" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF I LOAD ( LOAD I DISTANCE I LOAD I BEGIN I FEND NO. I CASE 1 TYPE I TO START ( LENGTH I VALUE I VALUE 11 D ( C 2 1 L i C l e I I 3.34 1 MEMBER SELECTED Generic LVL 1.8E 1.75xll.875x3 IS MEMBER OK? : Yea CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING I SHEAR I LL-DEFL I TL-DEFL I ( K ) I ( K /In -2) 1 ( K /in '2) 1 ( In) I ( In) MAX VALUE 1 2.545 I 1.856 1 0.060281 I -0.407 I -0.542 % OF ALLOW I n/a I 71 1 21 ( 76 I 84 LOCATION I 0" I 8'-0" I 15'-.125" ( 8'-0" I 6'-0" MAXIMUM HANGER FORCES 2.545 K (LEFT) 2.545 K (RIGHT) -rrrr---r r------r-------�------------------------ ►-r-�---rr- 11.88 in. I j Dee I I p I l -------`r---r w-r r-- ---r--------------- ---- 2545 The Max. 2545 The Ma X. P 635 The DL st►+U 635 The DL 1i15 1K s� e LL � E�`� � 1�15 The LL General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left and of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. S. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. S. Cantilever deflection allowables are based on twice the span length. NOV-19-2009 10:43 From:SHEPLEY SALES 508 862 6012 To:5085399402 P.22-,28 i I D=3�07maC1�CCCmmOrmS+sellOG:.ZCx1eQ�iixxmsmi==mx9®GO«CPol�Oi3mC0=eSmDmiiO3xmemmi=x=7=2 Design of Beam 1:: CARLSON RESIDENCE Stair header at C92 INPUT Floor I Live Load ( K /Ft '2) : 0.03 ( Slope 0 in 12 Code : BOCA I Dead Load ( K /Ft -2) : 0.015 ( Species Wet Use : No I Snow Load ( K /Ft '2) : 0 { Grade 1.8E Rep. Use : No { TL Deflection : L/300 { Trib. Width .: 1'-0" Lt. Cant. : N I LL Deflection : L/360 ( DOL : 100 Rt. Cant. : N ( Pattern Loading : Yea { Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 13'-4" Actual { 3'-5.5" Brg. 3" 0'► Min. 2.075" 2.059" Total Length : 3'-5.5" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF I LOAD I LOAD I DISTANCE I LOAD { BEGIN { END NO. ( CASE ( TYPE I TO START ( LENGTH i VALUE { VALUE 1 { D { C { 1.66 I I 2.70 I 2 { L ( C { 1.66 I I 8.00 I MEMBER SELECTED Generic LVL 1.8E 1.75x9.5x2 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL ( REACTION ( SENDING ( SHEAR I LL-DEFL { TL-DSFL I ( K ) I ( K /In -2) I ( K /In -2) 1 ( In) I ( In) MAX VALUE ( 5.446 I 2.047 I 0.24364 { -0.024 { -0.032 % OF ALLOW I n/a { 76 I 85 I 21 { 23 LOCATION I 0" { 1'-7.92" { 2'-6.5" 1 l'-7.974" { 1'-7.974" . MAXIMUM BANGER FORCES 5.446 X . (LEFT) 5.404 K (RIGHT) -----w-------------------w- ------------------- I 9.6 In. j Deep I 1 --w-----~------------------------------- -------------- I 5446 The Max. 1 �ssgc 5404 lbs Ma 1380 The DL eis ►P 1370 The DL 4066 The LL $1103t 01 4034 The LL ds 5.4 K 5.4 K General Notes .�. 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left and of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left and of the structure., 4. Bearing across full width of beam is required. S. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stream on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the japan length. I r NOU-19-2009 10:43 From:SHEPLEY SALES 508 862 6012 To:5085399402 P.23/28 \ aoramaaaaaam=mmesaGo�saoGCasm 4i9CDIDG'.7C'S�+r.'7ID^r"�241r+�+�O�i�r.S7CSC'iwi:Ji C DGmS-+OG®GIDID HeBm �,: CA RESIDENCE RR; ,k�pUT 0.03 I 51099 0 in 13 Floor i Live Load ( K /Ft 2) 0.01 I Species , Dead Load ( K /Ft -2) : : 1.81 Code : BOCA I 0 ( Grade Wet Use : No ( Snow Load ( K /Ft �2} . L/240 I DOL Trib. Width 1004" Rep. Use po { TL Deflection ; L/360 I Lt. Cant. : N ! LL Deflection : Yes I Bid Loaded NO Rt. Cant. : >� I Pattern Loading SPAN DATA (Length ie to center line of bearing) SPAN 1 Length 114,11 Actual 3 n) 0., " r B g Min. 1.5" Total Length : 14'-1.5 11 ADDITIONAL LOADS (Distances are from left end) Uniis: It Ft BEGIN I END DISTANCE LOAD REF I LOAD I LOAD I TO START i LENGTH ; VALUE I VALUE NO. 1 CASE I TOPE 1 5 2.91 73 I 1 I I I 2.?3 I 2 1 L I C { 5 MEMBER SELECTED Generic iM10K? �.Yee11.875x2 CRITICAL STRE9888 3UNR�lAAY SHEAR I LL-DEFL I TL-DEFL CONTROL I REACTION I BENDING I In) I ( -0.419 I ( K2�713 { ( K /I1.88.2 �( 0.095779 I0.314 1 MAX VALM i 72 I 67 I 59 $ OF ALLOW ( / I 56.-0" I LEFT 13+-.126" I G -6.179 LOCATION ( 1.673 (RIGHT) MAXIMUM - ►-HANGER FORCES ----- IC (LEFT) K_----- •---- --- ------------ -------------- 11.88 In. I { Deep I F -�-----•--------------.---------- - u am o. y� BISHOP 1673 The Mi ST 2713 1bs MaX• RUCTURAI x. No.20485 418.3 The DI 678.3 lbs DL 9ErTE'��`14 1256 The Ll 2035 1ba LL ' �t 1..7 K 2.7 K Ge ral Not 2. Beam weight in-Lo d locations given are measuredd to be from ded i e Load. 2. . fromth left and of the structure. 3. Locations of maxim�mmomeat, stress of the and dudeflection are measured from thef 4. Bearing across full width of bears is required. 5. Structural adequacy of supporting members must be confirmed. 1 4M I'AB by bearing etress on NOV-19-2009 10:43 From:SHEPLEY SALES 508 862 6012 To:5085399402 P.24/28 f 6. Bearing 1®ngths requXam%. "SOY •....- ..» supporting members. 7. n negative reaction indicates that the beam mast be fastened to the support to resist uplift. 8. Cantilever deflection allowables. are based on twice the span length. I NOU-19-2009 10:43 From:SHEPLEY SALES 508 862 6012 To:5085399402 P.25-,28 IDt3Sx:Omxex==76l�.:x�eSG3Q3mmOCOo�orm�isaonxlm0omx�xsmCC+a=m x=xxaxmtllGCCCaxYxolO�aimoxm�c Design of Ream 1: CAAL$ON RESIDENCE RR2 C R�3 SA�rG INPUT Floor 1 Live Load ( K /Ft -2) : 0.03 1 Slope 0 in 12 Code : BOCA ! Dead Load ( K /Ft -2) : 0.01 1 Species i Wet Use : No 1 Snow Load ( K /Ft '2) : 0 I Grade 1.8E Rep. 'Use : No I TL Deflection : L/240 1 Trib. Width 1'-4" Lt. Cant. : N 1 LL Deflection L/360 1 DOL 100 Rt. Cant. : N ( Pattern Loading : Yes 1 Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length ! 14'-0" Actual 114'-1.5" Brg. 3" 0" Min. 1.528" 1.5" Total Length : 14'-1.5" ADDITIONAL LOADS (Distances are from left end) Unite: K Ft REP i LOAD I LOAD I DISTANCE 1 LOAD I BEGIN I END NO. i CASE I TYPE I TO START I LENGTH I VALUE I VALUE I I D I C 1 3 I ( 1.16 2 1 L I C 1 3 i 1 3.47 1 MEMBER SELECTED Generic LVL 1.8E 1.75xll.875x2 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING I SHEAR I LL-DEFL I TL-DEFL I ( K ) 1 ( K /xn -2) ! ( K /In -2) I t In) ( t In) MAX VALUE I 4.011 1 1.72 1 0.14262 I -0.276 ( -0.371 % OF ALLOW I n/a 1 66 1 50 1 59 I 53 LOCATION I 0" I 3'-0" 1 13'-.125" ( 61-2.799" 61-2.799" MAXIMUM HANGER FORCES 4.011 K ' (LEFT) 1.365 K (RIGHT) -------ww------------w-------------------------------------- I 11.88 In. j I Deep 1 I I w w--w w w�------ •--�-�-�---w w w-----~�---- w w w w w w w-w 4011 The Max. W5 P �"� 1365 The Ma 8. BjRUCYuAAL 40 1005 The DL a0.294ee 341.9 ibs DL 3006 The LL 9E��s,�p�� �Q , 1024 The LL 4 K 1.4 K i ! General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left and 1 of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Hearing across full width of beam is required. ! 5. Structural adequacy of supporting members must be confirmed. 6. Hearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. S. Cantilever deflection allowables are based on twice the span length. NOV-19-2009 10:44 From:SHEPLEY SALES 508 862 6012 To:5085399402 P.26/28 �osDm�aimCa�ooamm�mlloom®oC�eaaassaaeeesaa�aaoaa=esnsmsesaasa�assaeeosnanea�aaeoo=ao ' Check Of Boom 1: CARLSON RESIDENCE 24' Garage Beam INPUT Floor 1 Live Load ( K /Ft -2) : 0.03 1 Slope 0 in 12 Code : BOCA 1 Dead Load ( K /Ft -2) : 0.015 ( Species Wet Use : No 1 Snow Load ( K /Ft -2) : 0 1 Grade Rep. Use : No I TL Deflection : L/300 I Trib. Width 11'-4" Lt. Cant. : N { LL Deflection : L/360 I DOL : 100 Rt. Cant. : N { Pattern Loading : Yee I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 i Length 124'-0" Actual 1 24'-1.5" Brg. 3" 0" Min. 0" 0" Total Length : 24'-1.5" MEMBER SELECTED Steel WF W10x30 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING ( SHUR 1 LL-DSFL I TL-DEFL I ( K ) I ( K /In -2) I ( K /In '2) I ( In) I ( In) MAX VALUE 1 6.12 I -13.6 1 1.948 1 —0.615 1 -0.772 % OF ALLOW I n/a I 57 1 13 { 64 ( 80 LOCATION ( 0" I 12'-0" { 0" 1 12'-0" 1 12•-0" I MAXIMUM HANGER FORCES 0 K (LEFT) 0 K (RIGHT) ----------------------rr------------------- -------- 10.47 In. Deep I ! . --------------------w w w w;--------------- - 6120 lbs Max. W, iaeo. 6120 lbs Ma r, g HOP x 2040 The DL �, stwuc�uwa� y 2040 The DL No.28+89 4080 The LL 4080 The LL 6.1 K 9EGI9SE�� 6.1 K General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left and of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left and of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based On twice the span length. NOU-19-2009 10:44 From:SHEPLEY SALES 508 862 6012 To:5085399402 P.27/28 � oatssaasoaaaacoaocr.a�=o=soaexas000aoaooaasaaa�aoamaaoa:oc=macmoms=ao=senam�amama=aa Design of Beam 1: CARLSON RESIDENCE 9' OHD INPUT Floor I' Live Load ( K /Ft "2) : 0.03 ( Slope 0 in 12 Code : BOCA ( Dead toad ( K /Ft '2) : 0.015 i Species Wet Use : No I Snow Load ( K /Pt . 2) : 0 I Grade : 1.8E Rep. Use : No I TL Deflection : L/300 ( Trib. Width : 12'-0" Lt. Cant. : N ( LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length ( 9'-0" Actual ( 9'-1.5" Brg. 3" 0" Min. 1.5" 1.5" Total Length : 9'-1.5" MEMBER SELECTED Generic LVL 1.8E 1.750.5x2 IS MEMBER OK? : Yes ' CRITICAL STRESSES SUMMARY CONTROL ( REACTION I BENDING I SHEAR I LL-DBPL I TL-DEFL I ( K ) 1 ( K /In -2) 1 ( R An -2) 1 ( In) I ( In) MAX VALUE I 2.43 ( 1.246 ( 0.090338 I -0.110 I -0.177 % OF ALLOW I n/A I 46 I 31 I 39 I 49 LOCATION I 0" ( 4'-6" I 8'-2.5" I 4'-6" ! 4'-6" MAXIMUM HANGER FORCES 2.43 K (LEFT) 2.43 K (RIGHT) �-------------------- -------------------------------------- I 9.5 In. I Deep 1 I ------------------------------M M-------- - Mq�, 2430 lbs Max. WIL as 0,� 2430 The Ma R. BISHOP 810 lbs DL STRUMRa, �43 810 The DL 1620 The LL N0.20486 1620 The LL 2.4 K 9�`�m rmo '`:��r 2.4 iC A Nv General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left and of the structure. 4. Bearing across full width of beam- is required. S. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift S. Cantilever deflection allowables are based on twice the span length. NOU-19-2009 10:44 From:SHEPLEY SALES 508 862 6012 To:5085399402 P.28/28 ZII7L:.Z:GigZIZZCP���Z?DCQ3u7ZC::ZZZZDO�Z��itml/e1ma00D.1i0ZZZZZZZia7amaOII6tCZZCZC I Check of Beam 1: jCARLSON RESIDENCE Garage Floor Beano x 11' oA fi SOIM INPUT Floor ( Live Load ( K /Ft -2) : 0.03 ( Slope 0 in 12 Code : BOCA { Dead Load ( K /Ft -2) : 0.015 { Species Spruce-Pine-Fi Wet Use : No ( Snow Load ( K /Ft 'x) : 0 { Grade 1200f Rep. Use : No { TL Deflection : L/240 { Trib. Width : 6'-0" . Lt. Cant. : N { LL Deflection : L/360 { DOL 100 Rt. Cant. : N { Pattern Loading : Yes ' { Side Loaded NO SPAN DATA (Length is to center line of bearing) { SPAN 1 Length { 11'-0" Actual { 11'-1.5" Brg. 3" 0" Min. 1.5" 1.5" Total Length : 21'-1.511 MEMBER SELECTED Sawn Spruce-Pine-Fir 1200f 2xl0x2 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING I SHEAR I LL-DEFL 1 TL-DEFL I ( K ) 1 ( K /In '2) 1 ( K /In "2) I ( In) I ( In) MAX VALUE ( 1.485 { 1.145 I 0.06902 I -0.250 { -0.375 $ OF ALLOW { n/a { 95 I 98 I 66 { 68 LOCATION I 0" I 5'-6" ( 10'-2.75" { 5'-6" I 5'-6" MAXIMUM HANGER FORCES 1.485 K (LEFT) 1.485 K (RIGHT) r-------------------------------.'r-r-----------�---------M1•� - 10 In. Deep -------------------------. -------- ------r--- 1 1485 The Max. F Ao�^y�s 1465 The Ma x. �u.� 495 lbs DL e��juppt w 495 The OL 990 The LL S�A� o �o,Zgg66 990 The LL 1.5 K General Notes IN I. Beam weight is assumed to be included in Dead Load. Q 2. Load locations given are measured from the left and of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left and of the structure. 4. Bearing across full width of beam is required. S. Structural adequacy of supporting members must be confirmed. S. Bearing length& required may be limited by bearing stress an supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. S. Cantilever deflection allowables are based on twice the span length. i Doc:821,946 81-16-21D01 3:38 CtfBt160494 BARNSTABLE LAND COURT REGISTRY QUITCLAIM DEED JOHN P. NOONAN and CHERYL GIBSON-NOONAN,both of 277 Old Jail Lane, Barnstable, Barnstable County, Massachusetts 02630 for consideration of FOUR HUNDRED SEVEN THOUSAND TWO HUNDRED AND 00/100($407,200.00) DOLLARS paid, grant to CARL A. CARLSON, 11, of 95 Fairway Lane,Duxbury,Plymouth County, Massachusetts tA J= 02332 V Id with QUITCLAIM COVENANTS, the land, together with the buildings thereon,situated in :F Barnstable, Barnstable County, Massachusetts, more particularly described as follows: 5 Being shown as LOT 7 ON Land Court Plan 39072-B. E m Subject to all rights,rights of way,reservations, restrictions and easements of record insofar as the same are in force and applicable. .a -`� For title, see Certificate of Title No.136120. -o O WITNESS our hands and seals this It,, k.+• day of January, 2001. �' l' t '►,, a.: ;i; �' JO IN P. NOONAN bo CHERY41 Glf1iSON-NOONAN :.fir• r. • COMMONWEALTH OF MASSACHUSETTS Barnstable, ss: January 2001 Then personally appeared the above-named John P. Noonan and Cheryl Gibson-Noonan and acknowleged the foregoing instrument to be their free act and deed, before me 1 � 1 � W 1 r'J C'J C•J C> ?' C' NOTARY PUBLIC My commission expires:CC In Lr, ►- ; x �J-� x -� , ��yTA�i�REGISTRY OF DES I Q "I CZ) 1 µl //yy /� <r- f•• � U " BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST cj d JOHN F.MEADE,REGISTER DocC1s125PS68 10-15-2009 3:22 Ct f 6 s 189785 BARNSTABLE LAND COURT REGISTRY QUITCLAIM DEED CARL A.CARLSON,II, of Barnstable,Barnstable County,MA 02630 (hereinafter called"Grantor"), in consideration of FIVE HUNDRED THIRTY-FIVE THOUSAND and 00/100 ($535,000.00)DOLLARS paid grants to JEFFREY M. CANNON and KUOERLY A. MICHAEL, husband and wife, as tenants by the entirety, of 277 Old Jail Lane,Barnstable,Barnstable County,MA 02630 (hereinafter called"Grantee") QI with QUITCLAIM COVENANTS a, The land together with the buildings thereon in Barnstable, Barnstable County,MA, '� bounded and described as follows: LOT 11 as shown on plan entitled, "PLAN OF LAND TO BE FILED IN LAND COURT BEING A DIVISION OF LOT 7 SHOWN ON LAND COURT PLAN 39072-B IN �i BARNSTABLE,MA,PREPARED FOR CARL A.CARLSON,II,"dated May 23,2008 n and filed with the Land Court as Land Court Plan 39072-C. There is conveyed as appurtenant to Lot 11 is an easement over Lot 12 as shown on Land Court Plan 39072-C for the continued operation and maintenance of the septic system servicing Lot 11 to the extent that said system encroaches on Lot 12. Reserving to the Grantor and his successors and assigns to Lot 12 on said plan a driveway) easement over the portion of Lot 11 which adjoins Old Jail Lane and which runs along the southeasterly boundary of said Lot 12 for access by foot and by vehicle, which easement shall include the right.to install and maintain utilities in said driveway. Subject to and with the benefit of all rights,reservations,easements and restrictions of record insofar as the same are in force and applicable. For title,see Certificate of Title No. 160,404. r MMCUTED as a sealed inmment this day o Oc bar, ?A09. �az/h Carl A. Carlson,II COMMON WEALTH'Old MASBA C>EIUSEM County of Barnstable On � p�onall .this--�o-��day of October,2M,before me, the undersigned nottay public, Y appamd Carl A.Carlson,II,proved to me through satisfactory evidence of idendf mdon,.which was„M names is signed on the to be the person whose Biped it volunWly for its- . ��c��um�'and��owledged to me that he propose. LAND COURT, ACSTOIt me land>�Q4S irf Notary lie herein dmdbod will be shown on Name: oua sPPrmd plan to follow as MY conunission expires: PlegiIm.LotL jj-f lqa(, EUZAB�A.MCNICH&S VAMel BNED AS OESCRIPTION ONLX) NOTARY PUBLIC T.C.' PONT9RIAN0 CommCnwea�tho(MeSsadluaetls /grACM CFII LINE N$+commleobn tp1►ea.hn,z�2010 \\b0MNwork\d►d wlnw0n3\swaleetllfs\m ndftd.d J6�f 2DM;j1:91 PM / E Rr;r rABLE COUNITY , RY OF DEEDS A c: ;OFY,A -r'EST REGISTER BARNSTAIM 1:1119 AY OF I 536.65' L=20.40' z R=341.40 n LOT 12 74,051 SF 1.70 ACRES W EXISTING 177.00' FOUNDATION TOP FND. ELEV. = 96.5' 7 8 O io c0 n M 64 90 DCE #07-246 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION {275;OLD JAIL LANE BARNSTABLE, MA SCALE : 1" = 80' DATE : SEPTEMBER 29, 2009 REVISED DATE : ASSESSOR'S 2009MAP 277 STREET ADDRESS, PARCEL# PREPARED FOR: REFERENCE PARCEL 20.m CARL CARLSON LCP 39072-C LOT 12 ' I HEREBY CERTIFY THAT THE STRUCTURE ����N SHOWN ON THIS PLAN IS LOCATED ON THE �� TIMOTHY �cs GROUND AS SHOWN HEREON. o R N off 508-362—�541 1 COVELL fax 508-382-988o a No.38J35 downcapa.com • v wa cepe eadiaeeiial,iac. 4REG. civil ury yors/and serve rs 939 Main Street (Rte 6A)YARMOUTHPORT MA 02675 DATELAND SURVEYOR r SUBDIVISION PLAN OF LAND IN BARNSTABLE Edward E. Kelley, Surveyor 39072 March 31, 1978 V �1 ri Conrad r _ Z � L/ekR t W11 0• 40" �4 2 f 5�' �8 ' w84Pelf a db.%nc.B. i $04670 W 3 •�a Ito' j4g��b x 1 r dh.inCe• � R=ggy.o7 i A. 'y m N8A•o5`Ca. 10,03.10 0.40 , "� 9�+ W Jf7.R 26.t NN �� v h cN �a ��. Mahe $ Ai " a o Z P56•rdCIO x ` N 740 n' 450 w $36.65 -E 6A'64 '1k 3 �°► t4' .'�,�,94/.47�'"'�•• °'�;' s 84• Si CaRsgO' f,,•,3�, Si. O d.h. � ins 8.' N o o 6147.._,��44' N 74*2t A•J� 'sQ .,` N ��69 • pp i t u! ��` qp Z sryAy• I%. r t t � 9 y�w�7T•�ool�•fi r� � �/7•/A Sd O b•o � S Eg to 6 Sg• JCS p h c a, U moo'//�o�' aa► 1l BARNSTABLE COUNT! Subdivision of LandA REGISTRY OF DEEDS Shown on Plan 39072 A TRUE COPY,ATTEST Filed with Cert. of Title No. 70566 � Registry District of Barnstable County Separate cerlitcete$$ of tit/ ay m be issued for land JOHN F.MEADE,REGISTER shown htrea�►es .l _Fo l�.iorGvrlr_e_....... CAW°s .r of,�an By the Court. LAN , I.S�R.%74 022F' N MM .._ _ _ Stale al�thh plan Ja�O f t to an inch r41j./r97„P l�ttoider., R.L.Woodburyft!! neeirrCourt o.,->- zLx// SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE N'JTE NDry CS �; MARKED WITH MAGNETIC TAPE OR .LEGEND Y TEM DESIGN:_ APPROXIMATE NGVD S COMPARABLE MEANS FOR FUTURE LOCATION. o (NOT TO SCALE) 1. >ATUM IS - 99- EXISTING CONTOUR --_-- ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE X 991 2 PEASTONE OR GEOTEXTILE 2. 4UNICIPAL WATER IS NOT AVAILABLE 6' EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED 0P ND FILTER FABRIC OVER STONE �od�ovo, q \ 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 94.5' MINIMUM .75' OF COVER OVER PRECAST 2X SLOPE REQUIRED OVER SYSTEM 92.9'-94.5 -I- �- - 99 - PROPOSED CONTOUR DESIGN FLOW: 4 BEDROOMS 0110 GPD = 440 GPD PRECAST H-10 BLOCKS OR 4. IESIGN LOADING FOR ALL PROPOSED PRECAST UNITS RISERS (TYP.) X98.4 PROPOSED SPOT EL. USE A 440 GPD DESIGN FLOW 2'+ PRECAST RISERS TO BE AASHO H-IQ EXCEPT LEACHING CHAMBERS (H-20) �' ,,,� 4•SCH40 PVC 4'OSCH40 PVC H-20 TOP SYSTEML. 91.89' TEST HOLE PIPES LEVEL 1ST 2 MORTAR ALL 5. IIPE JOINTS TO BE MADE WATERTIGHT. G - PROPOSED GAS SERV. SEPTIC TANK: 440 GPD (2) = 880 / �ENDS COMPONENTS INV'S L. 90.89' 4'#� (TYP.) SIDES ANCE WITH US p� � oo�pC� W - PROPOSED WATER SERV. USE A 1500 GAL. SEPTIC TANK 92.0' 14 •••••••• 6. CONSTRUCTION DETAILS TO BE IN ACCORD LQG' a E - 10' ro vo vo vo PROPOSED ELEC. SERV. •, 91.65' TEE 150o GAL H-10 TEE 91•40, °°o°000° 310 CMR 15.000 (TITLE V.) Qj SEPTIC TANK o00oo0o0 ®®®® ®� L�®�� ®® '0000c0000 0000000 v g S - PROPOSED SEPTIC PIPE 4' Uq. LEVEL °°o°o°o°°o°o°Oo °o 'o°o°o°a° ;o°o°o°o° 700000000 . THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO �� Brag m� UTILITY POLE QL®�®®® ° ° ° (► LEACHING' ACME OR EquAL � BAFFLE ° ° ° ° ° ° ° N ° ° ° ° BEER SIDES•2 (12.83 + 33.5) 2 (.74) = 137.2 GPD ' ° ° ° ° o d BE ISEO FOR LOT LINE STAKING OR ANY OTHER e 91.14' 9 7§ °°°o°°o° FIRE HYDRANT •1' � o 0 0 0 ° ° PURIOSE. '°o°o°o°o :: ,'.. t tiY BOTTOM 12.83 x 33.5 (.74) = 318.1 GPD '"''` o 0 0 .o•o o• o So 0 0 o EL. 88.89 8. PPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING , 000000000000000000000a „ H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL �Ovte DEPTH OF FLOW = 4 0 0 0 0 0 0 0 0 0 o a ALL ROUND DOUBLE WASHED STONE 4 MIN. (3) UNITS REQUIRED 9. 01MPONENTS NOT TO BE BACKFILLED OR CONCEALED 6 TOTAL: 615.3 SF °455.3 GPD ALL AROUND PRECAST STRUCTURES WITH)UT INSPECTION BY BOARD OF HEALTH AND TEE SIZES: 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50, X 12.83' USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) INLET DEPTH 10„ COMPACTION. (15.221 [21) 'aOR PERNSSION OBTAINED FROM BOARD OF HEALTH. *THE INSTALLER SHALL .VERIFY THE WITH 4' STONE ALL AROUND I LOCATIONS OF ALL UTILITIES AND ALL OUTLET DEPTH = 14„ 10. 40NTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSkFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP BUILDING SEWER OUTLETS AND LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES 82.0' BOTTOM THI-3 PRIOt TO COMMENCEMENT OF WORK. SCALE 1"=2000't ELEVATIONS PRIOR TO INSTALLING ANY ( 2.5X SLOPE) (--!-X SLOPE) ( 1 X SLOPE) PORTION OF SEPTIC SYSTEM No cRourlowATER FOUND 11. /XJY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE MA APPROVED DATE BOARD OF HEALTH FOUNDATION 14' SEPTIC TANK 26' D' BOX ----- 8' LEACHING REACT NG FACILITEYA.TH AND AROUND THE PROPOSED FACILITY 12. 10 POTABLE WATER WELLS EXIST WITHIN 150' OF LOCUS IS WITHIN FEMA FLOOD ZONE C PROFOSED SEPTIC SYSTEM. AS SHOWN ON COMMUNITY PANEL #250001 0003 D DATED 7/2/1992 CB/DH FND LOT 8 LOCUS MAP \\ MATTHEW EDDY � i \ S84'05'3 " CERT.LCP 1154140 5' WIDE GATE FOR MAINTENANCE ASSESSORS 1 R 2000 f \ 9 E SESSO S MAP 277 PARCEL 20 / ACCESS TO MATCH FENCE. 536.65' / \ (NORMALLY LOCKED IN PLACE) / / i 4' HIGH � / / // j/ �88.79 ZONING SUMMARY �► \ - - - - / / / / / / i ZONING DISTRICT: RG RESIDENTIAL DISTRICT O _ - 3' WIDE SELF CLOSING.GATE +88.05 n M N-MATCH-FENCE W/ - ' / % / '� l i i 2 MIN. LOT SIZE 65,000 S.F. _ / i PROPOSED ;- vj � � � � �. � _ - LATCH ON THE INSIDE � _ � �i ,� / i / � � / i e ; o _ _ + z.4s = ' / - - .�--HIGR-OPENING ouTT�IARD- J _ - - b SOIL REMOVAL�FY=34 �0 / WATER MOT WIDTH IN. LOT FRONTAGE 200' Lot 7B - - -150 t from well Lot 5- - r i 1 00 / 9.6 - ' ! 't from well Lot 6 G �' LOW IDS OF i - / / i SHUT OFF , , _ �o � 15 - HING s' L�' v / 89.12 3 MIN. FRONT SETBACK 30 74,051 sq. ft. _ ca. _ '99 g 97 -958/ S T`o -�� / S M I i, 2 MIN. SIDE SETBACK 15� 1 .70 acres - _ 98 g7 ss � ;��M 3� MIN. REAR SETBACK 15 m Shape = 21 .9 s�--- 1 � \ ig6 /95 0-_Q /� g5i / 9 N*4 SITE IS LOCATED WITHIN THE __ _ � ,,9 , Y ., ;• / ! i o AQUIFER PROTECTION OVERLAY DISTRICT p 98. 11.6 :. /' \\ `9j, ` _ - O tj ;w:•w :.'y: .. ,.•a,. g3� /! o ,� i -Cr ONSITE WELLS IN AREA, TOWN WATER IS 91.6 AVAILABLE 49.01 ro U 3' WIDE SELF CLOSING GATE ,9 x5j f / / l 0i 89.35 OWNER OF RECORD \ s� i 23.4 TO MATCH[ FENCE W/ `� \ i �9 +9o.s !� 1�' LATCH ON THE INSIDE, �.,, .. .r. �_ ,9s _ •_ _ BENCHMARK: ; 'ss.,,'r� � y *RE: POOL � ' �-s ,� /e N i � �- SPIKE IN SHOWLDER 100i6 RES Off' `� l ELEv.:''89.s4 l CARL A, CARLSON, II OPENING OUTWARD Q - i 95.5 DOORS $b1ALL J l PO BOX 184 N86'47'33"W 4' HIGH \ 3 'X15"_ ' BE ALARMED P R' i O l CB DH \ 4' BLACK 'VINYL COATED SWIMMING POOL EROPOSED 117.7 w QuICDING cod ,�ti I i BARNSTABLE, MA 02630 / 177.00 � CHAIN LINK FENCE, � 3-8,5 DEEP 95.59 BRICK WA / OPENINGS <1 1/4" \ � \ / S8 \ 93.88 ' PREP. i PROPOSE LANDSCAPE // � E l E l ; N 01 3 WIDE SELF CLOSING GATE \\ \ `r o H OUST BRICK & ISLAND tS9.49, TO MATCH'F 'NCE W/ \ \ ,p BLUESTON / / 9. 2 L=27.40 l l SS" LATCH ON THE INSIDE, 9 \ PATIO �TOP�FKD.=96.5 STEPS / l l LOT 7A w c6 DH / +89 6` \ OPENING OUTWARD\9I'll ,,� _M� R=4,o.s1 ;' REFERENCES 1 \ 4 HIGH \ 9 \ o / CARL A, CARLSON, II `� t�¢ / l 277 OLD JAIL LANE ` \ - / +90 7 I �•89.76 LAND COURT CERTIFICATE 160,404 BARNSTABLE, MA 02630 EXIST. I \ ` ¢ tn�i / _ - -90- - PROPOSED I -�89 2$ `� s'xs' 1 POOL "�o -WATER I LAND COURT PLAN 39072-B LOT 7 I BACKWASH PIT -.•n x w / SERVICE i i i ANR PLAN DATED 5-23-08 SIGNED 6/23/08 GARAGE \� SHED � t4- � ¢0 / ,� as.o - / P , � , DIVIDING LOT 7 INTO 7A & 76 1I \Ix \ O�� i I f '99. \ ?� 1. l ' \ �aE� P� Barnstable I I EXISTING / /�t °` 0i �ry ^ Q���.• GQ O it ii I Harbor TEST HOLE LOGS WELL I s2o \ o _ N �O+• \ , Builders •s ,2� \ +90.69 i � +8 40 � 88 \ GRADING T� BE �i� David A.Parrella ENGINEER: DAVID FLAHERTY, R.S., SE2755 8 hG 89.34 _ + o' 1 GAR. \ _ m 8.66 � COMPLETED )AND \ \\ \ + . / r \ SLOPE STABILIZED / President AND[ R.S. \ DONNA MIOR .- T D N LO 7A PR10� Division of Barnstable Harbor Dentures,Inc. WITNESS. 0 0 i \ \ MA 0263 DATE: OCTOBER 28, 2008 \ \ ` �8s 9 ,8 \TO CONVEYANCE. Barnstable, � \ / _ - I `. P.O.Box 483. Barnsta , \ `; (508)42M885 bhvi@comcast.net www.bamstableharbor.com PERC. RATE = < 2 MIN/INCH \�`� `\�p 93 92 PROPOSED \ ' - - \ BOULDER SLOPS ITLE 91 _ _ - � . REINFORCEMENT Q� �F. CLASS I SOILS P# 12399 \\�� \ \\8�+8 ._ 90 89 5 DK'� OF EXIST. _ _ DWELLING \� ELEV. ELEV. ELEV. ELEV. • \ \ �8s e� 4 277 OLD JAIL LANE `t \ _. _ _ ,� 95.5' ,� 4 95.0' 01$ 93.0' 0" ' 92.0 # M \,\� \ �Q,` , 86 L T 7B OLD JAIL LANE . 0 0 _. co �_85 - - A A OJ ,�� _ BARNSTABLE, MA LS LS LS LS `�, •� - - - - - - - � ,y>; \\ v �0'S- \ v2� \ - '` \�' ' 1 OYR 3/3 1 OYR 3/3 1 OYR 3/3 1 OYR 3/3 DECK �\ \ tea,\ \ \ - - - - - - - 6 ^3t` - PREPARED FOR 8" B 12 B 4 B 611 B �,� ` � '80, \ � � � \ 8i.�9 - - - - - - -82+- .57 0 GP,ATG LS Ls LS Ls W + 7.4 B�_ _ - - a� CARL CARLSON ,. 10YR 5/6 10YR 5/6 10YR 5/6 91.0' 1 OYR 5/6 ` ��a \ - - - _ _8 o- - 30 93.0 32 92.3 24 29 89.6 M ca \ \ ca \ co \ • o ,^� '' � \ � - - -� - -- . DATE: FEBRUARY 24, 2009 C C C C 76.3o \ ", 78- / Scale: 1"_ 20' PERC PERC tea) '+76.87 / 0 10 20 30 40 50 FEET FMS FMS fMS FMS 2.5Y 6 4 2.5Y 6 4 N,2 52 OJ" / off 508 2.5Y 6/4 2.5Y 6/4 / / 64.9 W fax 508-362-9 80 0 5% COBBLES 5% COBBLES 5% COBBLES 5% COBBLES downcape.com ��tN OF M,qs � •(H OF MgSs9 do wa cape ea inee�ia inc. �� � �� � CD/DH / �°�� DANIELA. °yGN � DANIEL 120" 85.5' 138" 83.5' 132 82.0 120 82.0 o oJALA A. FND / CIVIL U1 NoO4o9so y Civil engineers 502 land surveyors NO GROUNDWATER ENCOUNTERED / �`�FGIS ER ot, Fss/0N LE NOS wo �- 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOLJ THPOR T MA 02675 LICE #47-2.46 07-246 CARLSON.DWG .(DDF) I i