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HomeMy WebLinkAbout0040 COTTAGE LANE „i� �� � �+, � ���ri�k�” r � p Ut•8� `�� ,:�Ott a �sa {(1 {f —mid . _�kdidldg><A i�i,:��}qf���L ,d+� ., hi U t w;t� �i •- �.f4F'¢ttflt, 6 i �,i, �d��E��w���, pp�. .� 1' .h�k{fir.titn •G"� •.I '�{t�{'eft i"k i � � -�ii� i' 7 6,�' .i Plpe.. .i .Y: a{4al�i! 4 i .•�i. yi•t1 ,t' ! �•. �^k p t. � Y•fnk. 1�LO r i �a .� f[i�l: � � R. •i `�` a .n v ^ c u_ � 1 m r. .. r � ,t,� i 1^ •x M 4 ,y: �9 r � i• c �•I sb, 9 � •e4{ V ip' � t u d 1.4 � A r ,xi °e. ,`.�^ Y• ,.aw{� 1 ��' � � ,a Mtn�,a. i v0 e f..,. ,t>.zi.._..: _s,,-_z...�,,.m h, vt. .... -...«.. s..._ ...w....rn.n.u.,« ..`.ii..u..„rx a•+i.�,..,..A,A.r....:�J,t..r�...i.s,r.�w+fb,er.,_...r... y. ..,..--.Yaw:., �. ..�,.anw'.„_ r .... _..+.. .... . - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION OF?Am AILE, Map g Parcel - �3 Application # Health Division ' " ' ' .`'Date Issued Conservation Division Application Fee - O Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation /Hyannis Project Street Address �n�}CA Village Owner '�GIVi M��' Address go LoAe, ; . LA OQ(a3ia Telephone G0-6--73'7-3a�_0 Permit Request RoOF Tor ,e &45,.4 mocc,.f'r .Selz.*i2 (20) P*Ais s Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District R - 1... Flood Plain a% Groundwater Overlay Project Valuation 3S /0 4. Construction Type Lot Size' al Grandfathered: ❑Yes" ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ;!K' Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes .No On Old King's Highway: ❑Yes ANo Basement Type: 0 Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) N J& Basement Unfinished Area (sq.ft) Number of Baths: Full: existing NJ l new Half: existing new Number of Bedrooms: N)Ar existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 0 Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes [�No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing Q!.new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# Current Use S�e 5 �1 �� �2 Lko Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 4Z Sa�.av►aa, 34.VO4 5`too-r5 Telephone Number .SDe- 69Y- 7;399` Address 3/ /n4t License # Q In14 e;?-6 3$ Home Improvement Contractor# Worker's Compensation # 1 106c k33340 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO LIE-' %2r4/JC FOP-, .Sr�rf o iJ SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO., - - a J fr ADDRESS VILLAGE I OWNER DATE OF INSPECTION: ..'FOUNDATION: � t FRAME INSULATION , s a FIREPLACE J ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL e 7'7 ' FINAL� - GAS: `Fn ROUGH �� + � ;r� , t 'FINAL BUILDING :, � ifo 5- 1 T 17 DATE CLOSED OUT i - a' ASSOCIATION PLAN NO. t Massachusetts-Department of Public Safety J Board of Building Regulations and Standards Construction Supervisor' License: CS-090293 JASON D STOOTgj` " •� 120 CHASE ST HYANNIS MA 0601' _ < .��'�tit a�• �` �' Expiration Commissioner 04/28/2016 • .. .. - •.r�.'�xL' TrltY/d'Illl+7llleClG���l+/����llJ:/llC�f/JC��.+.. .. - Fj �, Office of Consumer Affairs&Business Regulation OME IMPROVEMENT CONTRACTOR egistration: . 160360 Type: xpiration :,71.16/2016 DBAItZ ! ..- E2 SOLAR ' , JASON STOOTS i ry 831 MAINST - z DENNIS,MA 02638 Undersecretary 1 JASON*STOOTS President rinc Photovoltaic Installations 831-Main Street(Rte 6A)' Dennis MA 02638 r'`°' cell:508.237.3892 - office:508.694.7889 -fax:508.694.7886 www.e2sola rcapecod.com. jason@e2solarcapecod.com r istration valid for indi return to:my ` _l idul use icense-orregiration'date. If found Regulation before the exp Office of Consumer e 5 7U and Business to Park Plaza-Suit Boston,MA O2116. 3 ~ ithout signature " of vali w The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations ' I Congress Street;Suite 100 =y Boston,MA 02114 2017 M www massgov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Pleas e _ Print Legibly Name (Business/Organization/Individual):_ ), J U I Li y ly-)6- Address: SA . City/State/Zip: n 11�63 Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1 I am a employer with 4. ❑.I am a general contractor and I —� — have hired the sub-contractors 6 El New construction employees(full and/or part-time). 2.❑ I am a sole proprietor or partner-' listed on the.attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working for mein any capacity. employees and have workers' 9. ❑Building addition [No workers' comp.insurance i comp.insurance.- required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no ;employees. [No workers' 13.0 Other A I+&a- on comp.insurance required.] -T�p so =Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of thb'sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: `�h vJ�i n(. 'n e� e)_e,U 1'41,11[ _ Policy#or Self-ins.Lic.#: Expiration Date: -7 ` ,1 •1 d - Job Site Address: p-r7-; , l Al City/State/Zip:eA/TE/ZV)LLl<I M1+ Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. ' I do hereby certify under the pat and penalties of perjury that the information provided above is true and correct Si ature: Date: ��s- Phone#: G solcd_ Official use only. Do not write in this area,to be completed by city or town official. y. City or Town: Permit/License# r- t . Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.,Plumbing Inspector 6.Other Contact Person: Phone#: Client#: 18348 2E2SO ACORD. CERTIFICATE OF LIABILITY INSURANCE FDATE(MMIDD/YYYY) 8/14/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER - - CONTACT NAME: Dowling 8 O'Neil ° 0 FAX -160y,Ezt,5775 A/C,No 5087781218 Insurance Agency E-MAIL - 973 lyannough Rd., PO Box 1990 -ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,-MA 02601 -------- - - --- -- - --- INSURER A:Acadia Insurance INSURED , INSURER B:Union Insurance Company E2 Solar,Inc. Jason Stools INSURERC 120 Chase Street INSURER D: INSURER E: Hyannis,MA 02601 s INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR. TYPE OF INSURANCE -INSR-WVD .. .POLICY-NUMBER -.MM/DD-- - LIMITS MMIDD Y - A GENERAL LIABILITY CPA033453215 4/22/2015 04122/201C EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $250000 CLAIMS-MADE OCCUR.. - MED EXP(Any one person) $5 OOO PERSONAL B ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: ' - PRODUCTS-COMP/OP AGG $2,000,000 POLICY PE0. LOC $ B AUTOMOBILE LIABILITY MAA033967115 4/22/2015 04/22/201 COMBINED SINGLE LIMIT Ea acddent 1,000,000 ANY AUTO - „ " BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED ' BODILY INJURY(Per acddent) $ AUTOS AUTOS NON-OWNED - ` PROPERTY DAMAGE - X HIRED AUTOS X AUTOS Peraccident $ A X UMBRELLA LIAB NX OCCUR CUA033453415 4/22/2015 04/22/2016 EACH OCCURRENCE $5 000 000 EXCESS LU1B CLAIMS-MADE AGGREGATE $5 000 000 DED I X RETENTION$O $ WORKERS COMPENSATION WC STATU- IER OTH- AND EMPLOYERS'LIABILITY Y/NLIMIS ANY PROPRIETOR/PARTNER/EXECUTIVE - 6. E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) - E.L.DISEASE-EA EMPLOYEE $ If yes,describe under - - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. y 1 CERTIFICATE HOLDER CANCELLATION David Elmer SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE .THE EXPIRATION DATE THEREOF, -'NOTICE WILL 'BE,DELIVERED IN 40 Cottage Lane ACCORDANCE WITH THE POLICY PROVISIONS. Centerville,MA 02632 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 Of 1 The ACORD name and logo are registered marks of ACORD #S155923/M150568 CBD f ,r Photovoltaic Installations E2 SOLAR INC 831 Main St. Dennis,'MA 02638 0:508.694.7889 17:508 694 7886 CS License#CS090293 Home Improvement Contractor's Lic. # 160360 e2SolarPVCcD-g mail.com Contract for Photovoltaics OWNER'S NAME: David and Christine Elmer PROJECT ADDRESS: 40 Cottage Ln. Centerville, MA, 02632 1 PARTIES: This contract (hereinafter referred to as "Contract") is made and entered into on this 6tn of April, 2015 by and between David and Christine Elmer (hereinafter referred to as "Owner"); and E2 SOLAR INC. (hereinafter referred to as "E2Solar' or"Contractor"), WHEREAS, Owner seeks to have one (1) 6.9 DC KW grid tied solar photovoltaic (PV) system, hereinafter called "the system professionally designed and installed at the above-named project address. WHEREAS, Contractor agrees to install the systems in accordance with all local code requirements and in accordance with current National Electric Code. x , WHEREAS, Contractor-agrees to install the systems in a professional and courteous manner, leaving the job site secure and clean at all times. THEREFORE, In consideration of the mutual.,promises contained herein, Contractor agrees to perform the following work: -2. GENERAL SCOPE OF WORK DESCRIPTION 2.1.) System Specifications: The 6,900 Watt DC PV system will consist of twenty (20) Sun Power X-21 345 Watt high efficiency photovoltaic modules mounted to the south facing. garage roof area. The photovoltaic modules will be mounted to the roof using Unirac mounting system. All roof penetrations will either meet or exceed the local building requirements. In addition the system will consist of one (1) UL listed SunPower 6002m-TL inverter to be installed near the electrical service panel. Production will be monitored with a SunPower Monitoring System. The AC disconnect will be located .on the exterior of the house, near the service entrance, with all appropriate.signage posted as.required by the utility. This system will connect to the electrical grid via the grid tied inverter. The System will not ` include a battery backup system, meaning the System will not supply power in the event r of a power outage. 10. ENTIRE AGREEMENT, SEVERAEILITY,AND MODIFICATION ; This Agreement represents and contains-the entire agreement between the parties. Trior discussions, verbal representations or written.memoranda of any kind by Contractor of Owner that are not contained or referenced in `this Contract are not a part of this Contract. In the event that any provision of this Contract is at any time held by a Court to be invalid or unenforceable, the parties agree that all other provisions of this Contract will remain in full force and effect.Any future modification of this Contract must be made in writing and executed by Owner.and Contractor in order to be valid and binding upon the parties: The parties have read-and :understood, and agree to, all the`terms and conditions contained in this:Agreement_ Date Jas n Stoots for E2 ar Inc, Contractor Date David Elmer' Date. Christine Elmer Photovoltaic Contract Page 9 of 9 E2 Solar Inc.,Contractor David&Christine Elmer,Owners 4/6115 GENERAL- NOTES: 1'. PANELS' ARE ATTACHED .TO EXT'G ROOF z w STRUCTURE WITH X, 4" SS GRK LAGS 48" OC. w N TYP. g W 2. ALL RAIL AND MOUNTNGS ARE RATED FOR 110 o MPH WIND LATERAL LOADS. `" z 3. EXISTING ROOF FRAMINGS CONSIST OF 2"X1O" =J RAFTERS 16 OC a w 4.PLANS ARE DRAWN FOR SOLAR INSTALLATION o z o ONLY. ALL DETAILS ARE NOT SHOWN. (20) SUNPOWER 345 WATT ►- o PHOTOVOLTAIC MODULES 0- o 0 TITLE: - -. D ETAI LS IR E v2c 00 o� �zm Do 12'. SPAN a"a o uQi EXT'G 2"00" E RAFTERS 16" OC 8/12 PITCH IR g� 00 10' SPAN EXT'G 2"x10" RAFTERS 16" OC" 4/12 PITCH Date: 08.18.2015 Sheet . Aml GENERAL NOTES: o 1 . PANELS ARE ATTACHED, TO EXT'G ROOF z w .STRUCTURE WITH �" X 4" SS- GRK LAGS 48" OC. w N TYP. g w CD 2. ALL RAIL AND MOUNTNGS ARE RATED FOR 11.0 o MPH WIND .LATERAL LOADS. z D 3. EXISTING ROOF FRAMINGS CONSIST 'OF 2"X10" c-) _ RAFTERS 16" OC a W w J 4.PLANS ARE DRAWN FOR' SOLAR INSTALLATION o a o LiONLY. ALL DETAILS ARE NOT SHOWN. - (20) SUNPOWER 345 WATT o " PHOTOVOLTAIC MODULES _ a o Li z TITLE: DETAILS c Z n t - .-Zm 12' SPAN- a"d c Ln EXT'G 2"x10" E RAFTERS 16" OC = E � 8/12 PITCH - - .. � � IRe 00 m 10' SPAN EXT'G 2"x10" RAFTERS 16" OC 4/12• PITCH Dote: 08.18.2015 Sheet . AA GENERAL NOTES: 1 . PANELS ARE ATTACHED TO EXT'G ROOF z w STRUCTURE WITH X 4" SS GRK LAGS 48" OC. w N TYP. g w 2. ALL RAIL AND MOUNTNGS ARE. RATED FOR 110 z o MPH WIND ' LATERAL LOADS. z l 3. EXISTING -ROOF FRAMINGS CONSIST OF 2"X10" c> _ Lj RAFTERS 16" OC a v w 4.PLANS ARE DRAWN FOR SOLAR INSTALLATION o a J ONLY. ALL DETAILS ARE NOT SHOWN. o a w (20) SUNPOWER 345 WATT o 0 0� PHOTOVOLTAIC MODULES i a o w TITLE: DETAI LS Ld IR ego Z Q 00 Nm �ZCO 12' SPAN <. co EXT'G 2"x10", " RAFTERS 16" OC v 3 8/12 .PITCH � a IR g� F—=4 �o ®m N L m_ a o 10' SPAN EXT'G 2"x10" RAFTERS 16" 0C 4/12 PITCH Date: 08.18.2015 Sheet . Aml Maximum Span Calculator for Wood Joists and Rafters http:Hwww.awc.org/codes-standards/calculators-software/spancalc i Species, Spruce Pine Fir , Size 2x10 Grade No 2 — — Member Type; Rafters (Snow Load) Deflection limitIll U360 Spacing(in) 16 Wet service conditions? Exterior Exposure _ _.. . Incised lumber? Snow Load(psf)� 30� Dead Load(psf)� 15 y Calculate Maximum Horizontal Span �� �Go to Span Options Calculator for Wood Joists&Rafters S OF USE : HELP RESTART • Span Calculator for Wood Joists and Rafters available for the Whone. Span Calculator for Wood ANDROID APP ON Joists and Rafters also 2/ "14 6- at available for the Android OS. The Maximum Horizontal Span is: 17 ft: 3 ine with a minimum bearing length of 0.81 in. required at each end of the member. j Property Value fi. i SpeciesT �Spruce-Pine-Fir ff , No.2 Size T i 2x10 Modulus of Elasticity(E) 1400000 psi '_� a Bending Strength(Fb)_ 127291 psi Bearing Strength(F,p) , s 425 psi _ ,j Shear Strength(Fv) 4E 155.25 psi While every effort has been made to insure the accuracy of the information presented,and special effort has been made to. assure that the information reflects the state-of-the-art,neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this Online Span Calculator.Those using this Online Span Calculator assume all liability from its use. Comments?info@awc.org. 2 of 8/18/2015 10:00 AM r r 'arh%iount Unirac Code-Compliant Installation Manual U NIRAi J _ - 6:Determine the U01i€t Point Load,R(ibs),at each connection based on rant span f, You:rust also consider the Uplift Point Load,R(lbs),to determine the required lag bolt$ttachmenr to the roof building)structure. Table H.Uplift Point Load Calculation Total Design Load(uplift): P '' psf Step Module length perpendicular to tails: B ff Rail Span: 4. x fc Step 4 , l2 Uplift Point Load: R J Ibs I d tides bs in typical roof lumber ASD - Use Table 12 to select a la bolt table 12 Lag pu I-0ut(Wltfl rawal)capacities(I ) Lyp ( ) size and embedment depth to Lag screw specifications - satisfy your Uplift Point Load Specific s/,t"sh&At Force,R(lbs),requirements. - Divide the uplift pointload(from gravity per inch thread depth Table 11)by the withdrawal capacity in the 2nd column of Douglas Fir,Larch 0.50 266 �^ Table 12. This results in inches Douglas Fit;South 0.46 235 of 5/16 lagbolt embedded thread depth needed to counteract the u force.If other than la Engehnann Spruce,Lodgepole Pine. lift P g (MSR 165o f &higher) 6.46 235 bolt is used(as with a concrete or steel),consult fastener mfr Hem,Fir,Redwood(dose grain) 0.43 212 document_atiom ' Hem,Fir(North) 0.e6 235 = . Thread It is the installer's responsibility' Southern Pine 0,55" 307 deoih to verify that the substructure Spruce,Pine,Fir 0.42 205 - and attachment method is strong enough to support the Spruce,Pine,Fir maximum point loads calculated (E of 2 million psi and higher according to Step 5 and Step 6.` grades of MSR and MEL) 0.50 266 SourcecAmerican Wood Council NDS 2005,Tabie 11.2A,11.3.2A. . Notes:(1)Thread must be embedded in the side grain of a rafter ar other structural member integral with the building structure. (2)Lag bolts must be located in the middle third of the structural member. (3)These values are not valid for wet service. (4)This table does not include shear capacities. If necessary,contact a local engineer to specifiy lag bolt size. with regard to shear forces. .. . (5)Install lag bolts with head and wisher flush to surface(no gap).Do not over-torque. (6)Withdrawal design values for tag screw connections shall be multiplied by applicable adjustment factors if• necessari See Table 10.3.1 in theAmerican Wood Council NDS for Wood Construction. *Use Pat washers with lag screws. P. - 4 13 - 812 rl _Green GF1 — Product Guide t Sheets 5 • ' 16 5/64 a 5 — - � � 16 DETAIL A SCALE:2:1 Finish Options BLK=-Matte Black Y: MLL=Mill Finish 877-859-3947 EcoFasten Solar4'AII content protected under copyright.All rights reserved.7/24/2014 r the followin U.S.Patents:8,151,522 82 8,153,700 82 8,181,398 B2 8,166,713 B2 8,146,299 B2 8,209,914 B2 8,245,454 B2 8,272,174 B2 8,225,557 B2 —3 Z EcoFasten Solar products are protected by 9 RANGE NUT END CLAMP OP MOUNTING FLANGE NUT CLAMP MID CLAMP . T-B-OLT , a UGC-1 CUP T-BOLT SOLAR MOUNT RAIL T BOLT UGC--1 . CLIP ' 000 00 Installafaon Detail Q200B UMRW..ING -SclarM* ount((/^R�=tai�t�gg PHONE�U5.2�26�12 Top Mo U1'fm rsal Graiinding Clips Ut�►GC{3M - , URASSY--000o -Co --a - j>L=--= 3' �.t7t�r_ Rd&-11--i Ctrs Tim tr=mz Cloan'Aug. P-l?/2t)i `r W AM PANELS U N POWE R' E20/327 SOLAR 20%o EFFICIENCY SunPower E20"panels are the`highesf E 0 efficiency panels on the market today SERIES providing more power in the-same r amount.of space x MAXIMUM SYSTEM OUTPUT Comprehensive inverter compattbiltty f M ensures that customers can palir the highest efficiency panels with the highest efficiency inverters; maximizing ystem`output p. REDUCED-INSTALLATION COST x More power.per panel means fewer panels per install. This saves both time and m oney ` „ 3 RELIABLE AND ROBUST DESIGN SunPower's unique NlaxeonT"^cell THE .WORLD'S STANDARD FOR SOLART"" technology and advanced module < design ensure industry leading rehab hty SunPowerTP" E20 Solar Panels provide today's highest efficiency and Powered"by.SunPower MaxeonTm cell technology, the E20 performance. series provides panel conversion efficiencies of up to,20.1%.,The E20's low voltage temperature coefficient, anti reflective glass and exceptional low-light performance attributes provide outstanding energy delivery per peak power watt. SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 20% 15% F THIN FILM CONVENTIONAL E E E � a SERIES SERIES SERIES TECHNOLOGY - sunpowercorp.com ' �� Patented all backcontact solar cell : - _ ` a providing the i'ndustrys l'ighest f U effiuency and reliability o COL us I , S U N POWE R" E20/327SOLAR PANEL MODEL: SPR-327NE-WHT-D _ ELECTRICAL DATA I V CURUE s' Mea eel at-5t nd d T.Cond t ons[STC)Imd.-.:a t.000W/m AM 1 5 and ell temperaNre - t Peak Power(+5/-3%) Pmax 327 W I S ^6 1000 W/ms. - - Cell Efficiency 22.5% t n _ 5 Panel Efficiency n 20_1 % ( Q 4 800W/mt t r I Rated Voltage Vmpp 54.7 V 3 - - - ` - Rated Current Impp ^�.5.98 A I v 2 500 W/m? I.. Open Circuit Voltage Voc 64.9 V 200 W/m° I Short Circuit Current Isc 6.46 A . 0 -.._ - Maximum System Voltage UL 600 V 0 10 20 30 40 50 60 70 {I Temperature Coefficients. Power(P) -0.38%a/K 1 � Voltage M , Current/voltage characteristics with dependence on irradiance and module temperature. Voltage(Voc) -176.6mV/K Current(Iscl 3.5mA/K -- T— '- i----- TESITED OPERATING CONDITIONSy ! NOCT 45°C+/-2'C f Series Fuse Ratingmm- 20 A Temperature - -40°F to+l 85°F(-40°C to+85°C) 113 psf 550 kg/m2(5400 Pa),front(e.g.snow) t Grounding Positive grounding not required Max load w/specified mounting configurations ° 'MECHANICAL DATA 50 psf 245 kg/m2(2400 Pa)'front and back -_ : v.... _.__. :... (e.g.wind) Solar Cells 96 SunPower Maxeon'cells Front Glass High-transmission tempered glass with l Impact Resistance Hall (25 mm)at 51 mph(23 m/s) anti-reflective(AR)coating I' - -•----_..._____._..;•__�._______.__.__�_-__,__.__. 1 Junction Box IP•65 rated with 3 bypass diodes { -• - -- - t- Dimensions:32 x 155 x 128 mm FY_WARRANTIES AND CERTIFICATIONS Output Cables 1000 mm cables/Multi Contact(MC4)connectors Warranties 25-year limited power warranty Frame - Anodized aluminum alloy type 6063 (black)- � 10-year limited product warranty f -� 4l.0 lbs-(18.6 kg) ����---- --�-- E, Certifications Tested to UL 1703.Class C Fire Rating Weight � ' - 2X I1.0[.431 MM (A)-MOUNTING HOLES (B)-GROUNDING HOLES 2X 577(22.701 18017.071 (IN) 12%06.6[.261 1OX 042[.171 30[1.181 �IL— 322[12.69]� 4X 230.8[9.091 BRTH o 1 .� % o END — !. • i i � . r li 4611.811.-----�-. (A) I -915[36A2 -� —1200[47.241 12[.471 --- 1535[60.451 Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. ©2011 SunPower Corporation.SUNPOWER,the SunPower Logo,and THE WORLD'S STANDARD FOR SOLAR,and MAXEON are trademarks or registered trademarks . s u n powe rco rp.co m of SunPower Corporation in the US and other countries as well:All Rights Reserved.Specifications included in this datasheet are subject to change without notice. - Document#001-65484 Rev`B/LTR-EN CS 11316 of TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 229 088 003 GEOBASE ID 14166 ADDRESS 40 COTTAGE LANE PHONE CENTERVILLE ZIP _ I LOT B BLOCK LOT SIZE _ DBA DEVELOPMENT DISTRICT CO ~ PERMIT 81812 DESCRIPTION ADDITION/DET GAR/OPEN PORCH/#76223 j PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 BOND $.00 �1NE CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE '_ BARN B ,' MASS. 1639. FD MPr BUILDING �SION t BY C%. ` Q DATE ISSUED 01/19/2005 EXPIRATION DATE ) 774 TOWN- OF BARNS TABLE C-_o iiq, BUILDING PERMIT PARCEL ID 229 088 -003 GEOBASE ID 14166 ADDRESS 40 COTTAGE LANE PHONE CENTERVILLE ZIP LOT B BLOCK LOT SIZE DEVELOPMENT L .BA DISTR T CT COI-- PERMIT 76223 DESCRIPTION ADDITION/BDRMZDINRM DET GAR/OPEN PORICHI PERMIT TYPE BADDI TITLE BUILDING PERMIT ADMION CONTRACTORS: SQUIER, MICHAEL Department of ARCHITECTS: Regulatory Services TOTAL FEES: $404.48 BOND $.00 CONSTRUCTION COSTS $104,672.00 434 ' REBID ADD/ALT/CONV 1 PRIVATE 0. • • BARNIRrABIZ, MASS. FD MA'S 039. BUItl�ZqOSION BY DATE ISSUED 04/27/2004 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY.OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB'AND 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION WHERE APPLICABLE, SEPARATE 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCIJ_ PERMITS ARE REQUIRED FOR (READY TO LATH), PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. oil BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 4F-00 5�,42, 06?61{ 1)d7 4 b4 2 2 C, It 4 b 4 L L L 3 1 HEA IN IN ECTION APPROVALS ENGINEERING DEPARTMENT- -T� t-/ B -6 A , y��r BOARD OF HEALTH OTHER: 6-6-MM r-J) SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. }µ: C` ? • r r • i (C L-T i joy �6 1 R9 i d� ?� TOWN,OF BARNSTABLE BUILDING PERMIT APPLICATION at Map 2Z I Parcel _ c'03 Permit# �.i=ts VI C, A Health Division �—� �.J , � ' Date Issued r�. t Conservation Divisions t� y. �/:� Application Fee VeVrO Tax Collector _ , Permit Fee �S . Treasurer All y S,O SEPTIC SYSTEM MUST BE LED IN COMPLIANCE INSTAL Planning Dept. WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND . Historic-OKH Preservation/Hyannis TOWN REGULATIONS Project Street Address � S Village Owner v\ Y1r1 Address L _Q— Telephone � �([ " (� 0 - Permit Request Y�1lC� O� E�,ClSG Vt�� �e �TSt�W� i Gt; Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation o ' Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family l Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes �No On Old King's Highway: ❑Yes l No Basement Type: `A Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing o�—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: Was ❑Oil ❑ Electric ❑Other Central Air: $Yes ❑ No Fireplaces: Existing _ New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing 1W new size I� Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing El new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yessj *No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name '(� Telephone Number l Address �1 License# Coal I `7L J Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION D RIS RESULTING FROM TH ECT WILL BE TAKEN TO SIGNATURE DATE /lU �l i FOR OFFICIAL USE ONLY PERMIT NO. v DATE ISSUED _ MAP/PARCEL NO. - ADDRESS + - i VILLAGE OWNER DATE OF INSPECTION: FOUNDATION, ,Q Dr'" FRAME INSULATION '- jl)q1#YJ,04 ~ r 3 FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 3 GAS: ROUGH -, t°7 FINAL FINAL BUILDING Cz) DATE CLOSED OUT r- L a rri n ASSOCIATION PLAN,NO. , '!: ti y P d • r �.r tME T,,�ti The Town of Barnstable o� BABNSTABLE. • Department of Health Safety and Environmental Services019. . 9 MASS. g TED,AP+ Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Y '- p �-- ? 1 5 (.1 2, Type of Inspection I J F-) 0 Location � Cu�-�4 a c L h Permit Number v Owner Builder K1\ S U One notice to remain-on jobsite, one notice on file in Building Department. The following items need correcting: h �� v� v �� ( � 1 z � ►�� � GJeo. - 64- D S uc-�tu&S D K. /- le -6) Please call: 508-862-403 for re-ins ecti. n. Inspected by Date • rr • •• • I • • • ©© IY 1 MW Dq over footilreAvall I." s� .1 :1I df�aii out srrk�d above. t-flue ininL ,a • i II __ ■ 71 y:.•overamIumns1 11, .'1 e 1; 1 J■ __ ■ u�u 1 w I U. 1. am __ 11 11. ;MI■✓ 1�1f<1 1 1 I! ..�I 1' y�, , 11 1. 1 , 1. , . __ � 1 !I . I � •• .1 1 1 , 1. : 1/1� I'I /.:1 I 1 1 �.Y ,I f INSPECTION GUIDELINES ROUGH FRAMING: (Continued) � P F • All windows and doors to lan and egress in bedrooms Rooffattic venting,including skv-light headers in place Collar ties in place Sidewall/roof sheathing rooerly nailed in high wind area•inspect Prior to weathe rnot-in Attic access sarase and house- INSULATION: P F ". .,v Vapor2lue-q per plan All tenrs ad cuts taped No All tirnftstopping nround windows and doors inped r,-top of wall bays e FINAL: P F a V Compliance"in file(if g9plic2ble) drivewayDPW S / < r grarom for first ' areaways installed Proper t7ar2gre/howe fire protection(walls.doors and beam) Proper floor berin in garage Stair/deck rmilq garage Safety glazing�rotection where reguired Gaskets behind-all electzical switchloutlet.cable.tplp- e cover iflates Tnterinr doors where reQuired Insulation at attic,eves access and-pull down stairway 1 JAN.13.2005 12:56PM SHEPLEY SALES NO.345 P.1i3 4. O,1./12 2005 20c16.. .M 16089461978. ............. . .. ZIA D)69IGNeiENGIN. ...................,..,......,............... .02. ..,.. ..... BC CA=2003 DESIGN REPORT-L S Wednesday,January 12,Z D5 T8.54 Single if"z 11 TIF' VERSA-LAM®3080 DF File Name. M Squu�Elmer.BCC:Fao1 Job Name: Elmer Residence Daar2tpCren:CEN ER Address: CoUge Lane Specifier. City,Scare,7W Centervrlla,MA Designer, Joe edam Customer Squish Costruction Company. Shop Wood Products Code reports: ICBO 5663.NER 442 Mist 3mndartlLtwd-40 10p0 Trihftry134K6Q0 B0 91 4375 Ibs UL 43 715 Me Lt. 1006lba Q1. 1fi Ibs 13L Total lioftonal Length-17-06-00 Ge"em1 1t data Load Summary Version: US Imparlol Ill Description Load Type Ref. Start Snd Type Value TO. Cur. S Standard naiad Unf.Aroma Leff oo.00-oo L 1y-00.oQ LI+Q 40 psf 12.06.00 10% MamberTfpe: Floorsoam I Dead 10psf '12-p6.00 9)% Number o1 Sponw. 1 1 Int well Unf.Lin. left 00-00-00 17-CA-00 Live 0 pW rds B)% Left Contillsver- No Dead 60 plf nla s)% Right Cantilever. No controla Summary Slope: 0112 Control Type Value %Allowable Du ration Land Cau Span WWI tin Tnbur47 1240E-00 Moment 97M ft Ibs 64.0% 1 0% 2 1-Internal Nag,Moment Oft4bs n►A 1p00A End Shear 64021be 34,1% 1 094, 2 1.Left Total Load Deft. M75(0-763) 872% 2 1 Live Load: 40 PO Live Laud Defl. U389(0,54'11 92.6% 2 1 Dead WDO: 10 psf Max Dart, 0.763" 76.3% 2 1 Pa►tition L,eed- 0 par Dylradon_ 100 Notes t Design meats Coda minlmum.(U240)Total load deflection crater _ DiscfaAglro Design meets Code minimum(LIJ60)Live load deflection criteria The completeness and accuracy of Design mew arbitrary(111)Mwdmum land danacton oriteris. the input rnust be verified by anyone Minimum bearing lengm for 00 Is 1-1I2". who would rely on the output ae Minimum bearing ieno for Di is 1 11r. evidence hf suitability for a EntaradlDispinyed Horrzongl spAn Langm(s)®clear Span+1 min.end bearing+1/2 intermediate bea►if a particular app)-uowtign. The output above is teased upon bullain0 code•Acrirpod design properties and ar+alysls methods. Installation of BOISE engineered wgod products must to In Accomence with the airront Installation Guide cud the appliabl ,buldipg codes, To obtain an Installation.Guide or it you have-any gtrwons,plaaae call tt U (800)232.0765 taerare beginning S0.3 product Installation. ,o 7 9CCAL:CO.I3C FRAMEKS.15018. SiRUGNAAI �' SC RIM 111OARID",80 ON RIM NgO.�gN BOARD71",BOISEGLULAMTv, Q MA5& VERsA.LAMS.VER5A-RIM0, I VERSA4IIM PLUS9, A VSRSA-SiTRANDr'. VERSAATUDO,AL.LJOISTO and AJS^r are trademartcs of Qojt;e Casr�de Corporatlon. f Page 1(if 1 2 L 1 JAN.13.2005 12:56PM SHEPLEY SALES NO.345 P.2i3 c.... I 01/12/2006 20;it3 t~AX 160894819?6 • • • • ZIA DESIGN&ENGZN . • • "• • Ia03 BC CALC®2002 DESIGN REPORT US Wsdriesday,January 12.200518:54 Single 3 112",x 11 718"VERSA-LANM 8080 DF File Name: M squiet,-E►mer.BCC:FB02 Job Name, Elmer ftesidence 15mcriplion;FRONT AT SUMPOUT Address: COttatlo Lane Specifier. City,State,Zip:CRnbWille,MA Designer. Joa Madera Customer squier Costruction Camppny- Shepley woca Products Code reparm., IC80 WW,NER 442 MISC C 6/anPafa r�•.o f�114 THPu1aryP7-A"0 BQ 151 150 Ibit LL 134 D IbS L-L 444 Ibs pL 4+i Ibs OL Total Horizontal Length-11-00-00 General Date Load Summary Verdian: US'Impedpi ID Description LoedTyps Itof:. start . End Type Value .Tft Ilur, Mamggrlype; Floor seam s standa>d Load Unf.Area Left 00 00.00 11-00.00 Dlve 40 ead 0 prat 07-00 0--00 00 1f 0% Ngmbery Spans: 1 Lett Cantilever. No Controls Summory Right Cantilever. No Control Type Value %Allowable Duration Load Case Span Loot!on Moment 5455 ftrlbe 25.8% 100% 2 1-Internal slope: 0/12 Neat Moment 0 R-lbi -qla 100% Tributary: 07.00-00 EVOW 1827 lbs 20.6% 100% 2 1-Lee Total brad Den, LJ1005(0.1221 22.1% 2 1 Live Load Defl. U1398(0.00NI 25.8% 2 1 Live Load; 40 par Max Defl, 0.1221, 12.2% 2 1. Dead Lgad: 10 psf Notes Fortitlon 4,oed: 0 paf Design meets Code fninimurn QJ2a0)Total load deflection aiteria. Duration: 700 Design meets Code minimum(IJ980)Live load deflection crlterla. Design meets arbitrary(1")Maximum load deflection ailana. DlsGlofalrrs Minimum tearing length for 80 Fe 1.12". Thq comt;iletepess and 2100Mcy of Minimum bearing IangO for 91 is 1-112". the input crust bo verified by anyone EntergdrDisolayed Horizontal Span Langth(s) Clear Span+12 min.and bearing 4-112 intermediate bearil ig who would Tay ou the output as evidence of sultablllty for a particular application. This output Above is based upon buiding code-rlcartptod design properties and anal sis methods, Inetallatjon of 6CISF-enginsersd wood products must be in accordance p F � with the current installation Guide and the applleable building codes. o'8t , To oi3taln an Installation Guide or if F you have any questions,please cell 13iR IMPAl_ (800)232•,0788 before beginning "a=51 I& pmdgct(nstallallon q MAS& SC CALCIG,Be FRAMER®.SCI®, T Be RIM 11OARD'u.BC OSB RIM Al BOARD11",BOISE GLULAM"', VERSA-LAMB,VERSARIM®, VERSA-ftlM PLUSO, VERU-STRAWN. VERSA411TUDO,ALWOISTUD and AJS'"aria t ademarlce of Soles Cascade Corporation, Page 1 of 1 3 JAN.13.2005 12:57PM SHEPLEY SALES NO.345 P.3i3 ...............................................:............ .. ....:............... ...............:..'.,......,...............,.................,.............. A X/12/2006 201B FA%,150894t31976 Ex DE9ICCNLENGIN 0 .....ma ."" i ce- BC CALL®ZQ03 DESIGN REPORT -US w461149day,January 12,3i)D519:09 Single 5 114"X 11 7/8"VERSA-LAMS 3080 DF file Name: M Squlei�_Elmer.5CC:F503 Job Namsl Elmer Raaidonce Descriptiop;ENTRY-DINING AREA Address: Cottage Lane SpKM@r. City,State,Zip;Cantervillo,MA Decipner. Joe Madera Custgmer, Squior Coshruction Company: Shepley Wood Products Coda reports: ICBO S663.NER 442 Mix; � s s a-oo-go wow A 1-oo-00 81 B;: 31 e61be LL 3224 tba LL 9a2 lbs OL 903 lbs OL Total Horizontal Length-16-06-00 General Data Load Summary Version; Us Imperial ID Description Load page Rot Start End Type Value Trib, tiur. to Standard Load Unf.Area Left OD•00-00 19-08-00 Live 0 psf D7.00 m 103% MenlporType: Floor Beam 4pgd 0 Pat 01-00-00 9)% Number of Spans: 3 1 Unf.Area Left 00-00.00 04.00-M Live 40 p9f 04-00-OD 10 0% Lift Cantllwver. Yes Dead 10 psf 04-08-00 0 D% Right Can4lever, Yes 2' Unf.Area Left 0"D-W 07-00430 Live 40 psf 06-00.00 10 p% sf 0 Dead 1 o P 06. o-00 9 D% Slope: 0112 3 Unf.Area Left 07-00-00 10-0a00 UW4 40 paf 08.OD-00 100% Tnhutary: 01-00-00 Dead 10psf 06.00-00 8D% 41 Unf.Area Lett IMO-00 19-OB-00 Live 40 DO 10.D0-DD 1013% Dead 1 D psf 10.00-00 9 D% Live Load.' o psf Controls Summary Dead Loath; 0 pef Control Type Value %Allowable Duration Load Case Span Locatl on Partitich.koad: Q psf Moment 125W$Ibs 30.4% 100% S 2-Interpol Duration: 100 Neg.Moment -1995 ft-Ibs 6.3% 100% 2 1-Right Copt Shear 3103 Ibis 25.2% 100% 7 2-Bight 018alosUrta Total Load Defl. L1541(0.326") 44.4% 9 2 The compleWness and eecuracy of Live Load Do41_ Ua81(0,;40') 52.9% 5 2 the inpq[ipust be verified by anyone Total Neg.Dell, -0.77411 $4.9% 7 1-Right Sur Dort who would rely on the output as evidence of suitability for a Not" Particular application. The output Design meats Code minimum(1-I240)Total load deflection erlterlo. above is Eraeed upon building Design meats Coda minimum(IJ',960)Live load deflaction Riteria. eod"Oulpted deaipn propertiay Minimum Wiling length for 81 is 3^, and anaNsls methods. Installation Minimum bearing lenoth for B2 is W. of BOISE engineered wood Enterad/Displayed Hoftontal Span Length(s)=Clear Span 41/2 min.end beartn9*112 Wem+edlate beard ig produq%ltivat be in accordance with the currant Inatsllagon Qulde and the wpgcablo building codes. To obtain an Installation Gujda or if you have any questions,please call (900)232,0788 before beginning N M product irisballatlorl. D. 9t 'rf� 6C CALCAD,BC FRAMER®,BCI®, BG RIM WAROTM,BC OSH RIM gfpUO { BOARD'S',ROISEGLULAM'r', VERSAAAMD,VERSA RIM®. BUSTOfI VERSA-FtIM PI-US®, ? MASS VERSA-STRANDTM, VBRSANSTUDO,ALWOISTO and AIS'm era traoemarKs of Roiso Cascade Corporation. Pro. Page 1 or 1 4 r �.� r-04-2004 10 :24 AN DOWN CAPE ENGINEERING 508 362 , 9880 P. 01 N v. � o rn FM �242 CONC. FOUND. EXISTING 1 DWELUNG UNDER CONST. / �1 J � 1 1 1 1 � LONG POND JOB 02-212 FO UNDA TION PL O T PLAN FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT ONLY LOCATION 40 COTTAGE LANE CENTERVILLE, MA PREPARED FOR: SCALE : 1" = 40' DATE JUNE 30, 2004 REFERENCE ; LOT B PLAN BOOK' 161 PAGE 119 D � �s MER ASSESSORS MAP 229 PARCEL 69-3 I HEREBY CERTIFY THAT THE STRUCTURE ARNE SHOWN ON THIS PLAN IS LOCATED ON THE H. GROUND AS SHOWN HEREON. OJALA Off 50- a4e„ fox NO 362-OW down cope englneering, Inc, CIVIL ENGINEERS —WIDTT --- ------- LAND SURVEY13Rs REG. LAND SURVEYOR 939 main at. yormouth, ma 02675 } Header Over Master Bedroom Bay Window �� " 1.9E Microllam® LVL 421 2 PCs of 1 314 x 11 1/4 a.�...(nwl 9.05 9.e,ia1 Nam User 2 +Ol31f2002 5:30 03 PM CEEDS THE SET DESIGN Paget Engine Version:,.s.,2 THIS PRODUCT RMEETS HE APPL FO CONTROLS ICATION AND LOADS LISTED Member filope:$12 Proof Slope"2 2 IF A 12' i AM dimensions are ItiorizartaL Product owwam is ConceNtuaL LOADS: Analysis is for a Header(Flush Beam)member. Tributary Load Width:7 Primary Load Group-Roof(psf):25.0 Live at 125%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment _ Point(lbs) Roof(1.25) 2588 1730 6' SUPPORTS: - Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50" 3.50" 1594/1110/0/2704 L1 1 Ply 1 3/4"1.9E Micro!lam®LVL 2 Stud wall 3.59' 3.50" 1594/1110/0/2704 L1 1 Ply 1 3/4"1.9E Microllam8 LVL DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2689 -2593 ' 9352 Passed(28%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 14140 14140 20171 Passed(70%) MID Span 1 under Roof loading Live Load Defl(in) 0.240 0.389 Passed(L/584) MID Span 1 under Roof loading Total Load Defl(in) 0.404 0.583 Passed(L/346) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LI-1/360,T1.1240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o%unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. 4 ADDITIONAL NOTES: re developed by Tr -IMPORTANT! The analysis presented is output from softwaes Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user..This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for'Building Code BOCA analyzing the TJ Custom product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255-0606 Fax :508 255-0607 peter@ad-archts.com Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business M crollams is a registered trademark of Trus Joist. Header Over Master Bedroom Bay ww4ow T.1Beam(M)6.005 Serial Number.7002OW421 2 Pcs of 1 3/4" x 11 1/4" 1.9E Microllam® LVL User.2 1W1r2002 5:39:03 PM Pape2 EngineVeraim:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ' Load Group: Primary Load Group e 11' 8.00" ^ Max. Vertical Reaction Total (lbs) 2704 2104 Max. Vertical Reaction Live (lbs) 1594 1594 Required Bearing Length in 1.82(W) 1.82(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.25 , Dead + Floor + Roof_' Design Shear (lbs) 2593 - -2593 Max Shear (lbs) 2689 -2689 Member Reaction (lbs) 2689 2689 Support Reaction (lbs) 2704 2704 Moment (Ft-Lbs) 14140 Live Deflection (in) 0.240 Total Deflection (in) 0.404- w Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 1060 -1060 Max Shear (lbs) 1103 -1103 Member Reaction (lbs) 1103 1103 Support Reaction (lbs) 1110 1110 Moment (Ft-Lbs) 5741 PROJECT INFORMATION: OPERATOR INFORMATION:. Eimer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255-0606 Fax :508 255-0607 WerQad-archts.com Copyright 0 2002 by Trus Joint, a Weyerhaeuser Business Microllame in a registered trademark of Trus Joist. ` ��' `' i , z!� �jj� ��/4• Garage Ride Beam TJ-Beam(TM)BASSerialNuVmbe 77`'�00�'21 2 PCs of 1 3/4" x 18" 1.9E MlCrollam® LVL Ueer.2 10131r2=8:18:37 PM Pagel EngineVamion:l.s.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Men4w Slope:0?12 Roof Slope4ii2 © d 2�• AU dirnensions are Itiorizont-A. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:12' Primary Load Group-Roof(psf):25.0 Live at 125%duration,15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other VAdth Length Uve/Dead/Uplift/Total 1 Stud wall 3.50" 4.01" 3600/2369/0/5969 L1 1 Ply 1 3✓4"1.9E MicrollamS LVL 2 Stud wall 3.50" 4.01" 3600/2369/0/5969 L1 1 Ply 1 3/4"1.9E MicrollamV LVL, -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 5886 -5078 14963 Passed(34%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 34825 34825 48441 Passed(72%) MID Span 1 under Roof loading Live Load Defl(in) 0.696 0.789 Passed(U408) MID Span 1 under Roof loading Total Load Defl(in) 1.153 1.183 Passed(L246) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LI-1/360,TI-1/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o1c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Custom product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255-0606 M Fax :508 255-0607 peter@ad-archts.com Copyright 0 2002 by True Joist, a Weyerhaeuser Business Microllame is a registered trademark of Trus Joist. 47 Header Over Master Bedroom Bay Window TJ-Beam("0.05SeriallN 'z 2 PCs of 1 3/4" x 11 1/4" 1.9E Microllam® LVL " l �ee :;5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Wnwer Slope:4r12 Roof Slope 12 1 1 2 d 17• ' All dnnensions are hlorizomaL product Diagram is Conceptual LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1'4" Primary Load Group-Roof(psf):25.0 Live at 125%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Roof(1.25) 2588 1730 6' - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Upilf rrotal 1 Stud wall 3.50" 3.50" 1494/1050/0/2544 L1 1 Ply 1 3/4"1.9E MicrollamO LVL 2 Stud wall 3.50" 3.50" 1494/1050/0/2544 L1 1 Ply 1 3/4"1.9E MicrollamO LVL DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2534 -2465 9352 Passed(26%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 13687 13687 20171 Passed(68%) MID Span 1 under Roof loading Live Load Deft(in) 0.230 0.389 Passed(U608) MID Span 1 under Roof loading Total Load Defl(in) 0.389 0.583 Passed(L/360) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LI-1/360,TI-1/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Custom product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. ; PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255-0606 Fax :508 255-0607 peter@ad-archts.com Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. Buinto Header Over Master Bedroom Bay Window ��� TJ43eam(TM)8.os Serial Number 7�002OW421 2 Pcs of 1 3/4" x 11 1./4" 1.9E MicrollarTM LVL Usar.Z �nV««�1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 11' 8.00" ^ Max. Vertical Reaction Total (lbs) 2544 2544 Max. Vertical Reaction Live (lbs) 1494 1494 Required Bearing Length in 1.71(W) 1.71(W). Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.25 Dead + Floor + Roof Design Shear (lbs) 2465 -2465 Max Shear (lbs) 2534 -2534 Member Reaction (lbs) 2534 2534 Support Reaction (lbs) 2544 2544 . Moment (Ft-Lbs) 13687 Live Deflection (in) 0.230 Total Deflection (in) 0.389 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 1012 -1012 Max Shear (lbs) 1045 -1045 Member Reaction (lbs) 1045 1045 Support Reaction (lbs) 1050 1050 Moment (Ft-Lbs) 5571 PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 2554)606 Fax :508 255-0607 peterCa"rchts.com Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. Master Bedroom Ridge Beam TJ-BmmJ--Bmmm11(TM)B.OSSeria"N� 002�,'Z; 2 Pcs of 1 3/4" x 16" 1.9E Microllam® LVL User.2 10/31/2002 5:33:51 PM Pagel Engine Version:1:5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Men-&*r Slope:6.12 P"Slope012 1 a ' + 23' AU dimensions are horizontal Product Diagram is Conceptual LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:9' Primary Load Group-Roof(psf):25.0 Live at 125%duration,15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Upllftll'otal 1 Stud wall 3.50" 3.50" 2588/1730/0/4318 L1 1 Ply.1 3/4"1.9E Microllam®LVL 2 Stud wall 3.50" 3.50" '2588/1730/0/4318 L1 1 Ply 1 3/4"1.9E Microllam®LVL DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 4255 -3708 13300 Passed(28%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 24113 24113 38893 Passed(62%) MID Span 1 under Roof loading Live Load Defl(in) 0.620 0.756 Passed(U439) MID Span 1 under Roof loading Total Load Defl(in) 1.035 1.133 Passed(L263) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ)..TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The speck product application,input design loads and stated dimensions have been provided by the software user. This output has not been reviewed by a.TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Custom product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255-0606 Fax :508 255-0607 peter@ad-archts.com Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business - Microllam® is a registered trademark of Trus Joist. - N:\TJB FILES\Elmer\Hester Bedroom Main Ridge Beam.sms Master Bedroom Ridge Beam T, nm�,e.o�se,;,,'N� ;'2; 2 Pcs of 1 3/4" x 16" 1.9E Microllam® LVL e33;Paget a Version: THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 22' 8.00" Max. Vertical Reaction Total (lbs) 4318 4318 Max. Vertical Reaction Live (lbs) 2588 2588 Required Bearing Length in 2.90(W) 2.90(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.25 , Dead + Floor + Roof Design Shear (lbs) 3708' -3708 Max Shear (lbs) 4255 -4255 Member Reaction (lbs) 4255 4255 Support Reaction (lbs) 4318 4318 Moment (Ft-Lbs) 24113 Live Deflection (in) 0.620 Total Deflection (in) 1.035 Loading on all spans, LDF 0.90 ,Dead Only Design Shear (lbs) 1486 -1486 Max Shear (lbs) 1705 -1705 Member Reaction (lbs) 1705 1705 Support Reaction (lbs) 1730 1730 Moment (Ft-Lbs) 9663 PROJECT INFORMATION: OPERATOR INFORMATION:. Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 2554)606 Fax :508 255-0607 peter@adarchts.com - Copyright m 2002 by Trus Joist, a Weyerhaeuser Business Hicrollam® is a registered trademark of Trus Joist. t Garage Beam @ Storage TJ-Bm B.o5S*Ha1N. `'�o020OU21 ea 2 Pcs of 1 3/4" x 91/4" 1.9E Microllam(D LVL User.2 101312002 528:28 PM Paget Engine Venwon:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:$ 12 Roof Slope412 - 1 2 b 12• ' AM d-unetisiais are hoilzotitaL Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:9' Primary Load Group-Roof(pso:25.0 Live at 125%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 120.0 40.0 0 To 12' Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Uve/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 2070/1104/0/3174 L1 1 Ply 1 314"1.9E Microllam®LVL 2 Stud wall 3.50" 3.50" 2070/1104/0/3174 L1 1 Ply 1 3/4"1.9E MicrollamS LVL DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 3085 -2612 7689 Passed(34%) Rt.end Span 1 under Roof loading ; Moment(Ft-Lbs) 8999 8999 14005 Passed(64%) _ MID Span 1 under Roof loading Live Load Defl(in) 0.350 0.389 Passed(U400) MID Span 1 under Roof loading Total Load Defl(in) 0.536 0.583 Passed(Lt261) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U360,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o1c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Custom product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig ! Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 - Phone:508 255-0606 Fax :508 255-0607 peter@ad-archts.com Copyright ® 2002 by True Joint, a Weyerhaeuser Business Microllam® is a registered trademark of True Joist. N:\TJB FILES\Elmer\Garage Beam @ Storage Alcove.sms jj Garage Beam Storage TJ-Beam(rK6.05Seria_Nu 421 2 Pcs of 1 3/4" x 91/4" 1.9E Microllam@ LVL User.2 �e�281..12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ill 8.00" ' Max. Vertical Reaction Total (lbs) 3174 3174 Max. Vertical Reaction Live (lbs) 2070 2070 Required Bearing Length in 2.13(W) 2.13(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.25 , Dead + Floor + Roof Design Shear (lbs) 2612 -2612 Max Shear (lbs) 3085 -3085 Member Reaction (lbs) 3085 3085 Support Reaction (lbs) 3174 3174 Moment (Ft-Lbs) 8999 Live Deflection (in) 0.350 Total Deflection (in) 0.536 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 908 -908 Max Shear (lbs) 1073 -1073 Member Reaction (lbs) 1073 1073 Support Reaction (lbs) 1104 1104 Moment (Ft-Lbs) 3130 PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255.0606 Fax :508 255-0607 peter@ad-archta.com Copyright 0 2002 by-Trus Joint, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joint. Garage Beam Work Bench Alcove z� TJBeam 8.05senal .' 2 PCs of 1 W" x 11 1/4" 1.9E Microllam@ LVL ( ) PUserape 1 Engine V 2engon.181 5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED r Mender Slope:012 Proof Slop*0 12 '1 2 AU dimensions are horizoritaL Product pugrim is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:9' Primary Load Group-Roof(psf):20.0 Live at 125%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 120.0 40.0 0 To 14' Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 2100/1301/0/3401 • L1 1 Ply 1 314"1.9E Microllam®LVL 2 Stud wall 3.50" 3.50" 2100/1301 /0/3401 L1 1 Ply 1 3/4"1.9E MicrollamO LVL DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 3320 -2804 9352 Passed(30%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 11344 11344 20171 Passed(56%) MID Span 1 under Roof loading Live Load Defl(in) 0.320 0.456 Passed(L/512) MID Span 1 under Roof loading Total Load Defl(in) 0.518 0.683 Passed(L/316) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LI-1/360,TI-1240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! , PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Custom product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.'Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 25540606 Fax :508 255-0607 peter@ad-archts.com Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business Microllame is a registered trademark of Trus Joist. N:\TJB FILES\Elmer\Garage Beam 8 Workbench Alcove.sms ?!!K Garage Beam Work Bench Alcove TJ-Beam 8.05serwiN��00�21 2 Pcs of 1 3/4" x 11 1/4" 1.9E Microlldm@ LVL ( ) User.2 1W1r2=5:16:25 PM Paget Engineversm:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group; Primary Load Group ^ 13' 8.00" ^ Max. Vertical Reaction Total (lbs) 3401 3401 Max. Vertical Reaction Live (lbs) 2100 .2100 Required Bearing Length in 2.29(W) 2.29(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.25 Dead _+ Floor + Roof Design Shear (lbs) 2804 -2804 Max Shear (lbs) 3320 -3320 Member Reaction (lbs) 3320 3320 Support Reaction (lbs) 3401 3401 Moment (Ft-Lbs) 11344 Live Deflection (in) 0.320 Total Deflection (in) 0.518 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 1073 -1073 Max Shear (lbs) 1270 -1270 Member Reaction (lbs) 1270 1270 Support Reaction (lbs) 1301 1301 Moment (Ft-Lbs) 4340 PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255.0606 Fax :508 255-0607 peter@ad-archts.com Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. I 0 W Main Ridge Beam-over Dining Room U-Beam(m)6.055eria"N.�oD20aWl 2 PCs of 1 3/4" x 11 1/4" 1.9E Microllam® LVL �el E�'�en�on+5.;2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Wn-er Slope:412 proof Slope4:12 © 2 b 1V j All denensions are hoiizonAaL Product piagiam Is Conce phial. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:8' Primary Load Group-Snow(psf):25.0 Live at 115%duration,15.0 Dead SUPPORTS: Input Bearing Vertical Reactions fibs) Detail Other Width Length Llve/Dead/Uplin/Total 1 Stud wall 3.50" 3.50" 1600/1047/0/2647 L1 1 Ply 1 314"1.9E MicrollamO LVL 2 Stud wall 3.50" 3.50" 1600/1047/0/2647 L1 1 Ply 1 314"1.9E MicrollamO LVL DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2592 -2240 8603 Passed(26%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 10151 10151 18558 Passed(55%) MID Span 1 under Snow loading Live Load Defl(in) 0.362 0.522 Passed(L/519) MID Span 1 under Snow loading Total Load Defl(in) 0.600 0.783 Passed(L/314) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LI-1/360JI-1/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o1c unless detailed otherwise_. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The speck product application,input design loads,and stated dimensions have been provided by the.software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Custom product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig Architectural Design Incorporated_ 62 Route 6A Orleans,MA 02653 Phone:508 255-0606 Fax :508 255-0607 peter®adarchts.com Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business MicrollamO is a registered trademark of Trus Joist. N:\TJB FILES\Elmer\Main Ridge Beam - Over Dining Area, Loft i Entry.sms ,.� Main Ridge Beam-over Dining Room a� (% TJ-Beam(TK6.06Seda"Nu '21 2 Pcs of 1 3/4" x 11 1/4" 1.9E Microllana LVL User:2 1031/2002 5:25:14 PM Paget Engineveimlon:1.s.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 15' 8.00" ^ Max. Vertical Reaction Total (lbs) 2647 2647 Max. Vertical Reaction Live (lbs) 1600 1600 Required Bearing Length in 1.78(W) 1.78(W) . Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.15 Dead + Floor + Snow Design Shear (lbs) 2240 -2240 Max Shear (lbs) 2592 -2592 Member Reaction (lbs) 2592 2592 Support Reaction (lbs) 2647 2647 ` Moment (Ft-Lbs) 10151 Live Deflection (in) 0.362 Total Deflection (in) 0.600 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 886 -886 Max Shear (lbs) 1 1025 -1025 Member Reaction (lbs) 1025 1025 Support Reaction (lbs) 1047 1047 Moment (Ft-Lbs) 4015 PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route GA Orleans,MA 02653 Phone:508 2554)606 Fax :508 255-0607 peter@ad-archts.com Copyright m 2002 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. Garage Beam TJ-Beam e.mseria" �7002000421 3 PCs of 1 3/4" x 16" 1.9E Microllam® LVL User.2Pagel Engine Version:48 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:1.5.12 CONTROLS FOR THE APPLICATION AND LOADS LISTED ail d 24' Product lliagi am is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:10' Primary Load Group-Residential-Living Areas(psf):30.0 Live at 100%duration,10.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Wood column 3.50" 3.50" 3600/1478/0/50.78 L1 1 Ply 1 3/4"1.9E MicrollamS LVL 2 Wood column 3.50" 3.50" 3600/1478/0/5078 L1 1 Ply 1 3/4"1.9E Microllarri LVL DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 5008 -4391 15960 Passed(28%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 29630 29630 46671 Passed(63%) MID Span 1 under Floor loading Live Load Defl(in) 0.652 0.789 Passed(U435) MID Span 1 under Floor loading Total Load Defl(in) 0.920 1.183 Passed(L/309) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360JI-1240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Custom product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. • PROJECT INFORMATION: OPERATOR INFORMATI O N... Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255-0606 Fax :508 255-0607 peter@adarchts.com Copyright m 2002 by Trus Joist, a Weyerhaeuser Business Microllame is a registered trademark of Trus Joist. g Garage Beam U-Beam(TM)6.05 SerW[N. .002OW421 3 Pcs of 1 3/4" x 16" 1.9E MicrollarTO LVL User.2 10r312002 5:08:47 PM Pa9e2 EngimVwsion:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 23' 8.00" ^ Max. Vertical Reaction Total (lbs) 5078 5078 Max. Vertical Reaction Live (lbs) 3600 3600 Required Bearing Length in 1.50(S) 1.50(S) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 4391 -4391 Max Shear (lbs) 5008 -5008 Member Reaction (lbs) 5008 5008 Support Reaction (lbs) 5078 5078 Moment (Ft-Lbs) 29630 Live Deflection (in) 0.652 Total Deflection (in) 0.920 Loading on all spans, LDF = 0.90 Dead Only Design Shear (lbs) 1278 -1278 Max Shear (lbs) 1458 -1458 Member Reaction (lbs) 1458 1458 Support Reaction (lbs) 1478 1478 Moment (Ft-Lbs) 8626 PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A Haig Architectural Design Incorporated 62 Route 6A ` Orleans,MA 02653 Phone:508 255-0606 Fax :508 255-0607 peter@ac"rchts.com Copyright 0 2002 by True Joist, a Weyerhaeuser Business Microllame is a registered trademark of Trus Joist. fly Slider Headers C Existing House TJ-8eam(rK8.05 serial Nub 421 2 Pcs of 1 1/2" x 71/4" 1.4E Solid Sawn Spruce Pine Fir#2 page 1 �^�..se.15� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Men-A"r Slope:$12 Root SlopeQ 12 d 6.G.. 1 All dimensions are Itorizorual. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:13' Primary Load Group-Roof(psf):20.0 Live at 125%duration,15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail' Other Width Length Uve/Dead/UpliftlTotal 1 Stud wall 3.50" 3.50" 845/648/0/1493 By Others-Rim 1 Ply 1 3/4"1.3E TimberStrand®LSL 2 Stud wall 3.50" 3.50" 845/648/0/1493 By Others-Rim 1 Ply 1 3/4"1.3E TimberStrandO LSL DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1416 -1082 1269 Passed(85%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 2184 2184 2875 Passed(76%) MID Span 1 under Roof loading Live Load Defl(in) 0.063 0.206 Passed(L/999+) MID Span 1 under Roof loading Total Load Defl(in) 0.112 0.308 Passed(1-/660) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LI-1/360,TI-1/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for'applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The speck product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the solid sawn lumber material listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255-0606 Fax :508 255-0607 peter@adarchts.com Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business ti tts� lA Slider Headers Existing House TJ-Beers 8.05SendNu" '.moo 21 2 Pcs of 1 1/2" x 7 1/4" 1.4E Solid Sawn Spruce Pine Fir#2 User.2 10191C2002 4:59:42 PM Paps2 Engineverdon:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 6' 2.00" Max. Vertical Reaction Total (lbs) 1493 1493 Max. Vertical Reaction Live (lbs) 845 845 Required Bearing Length in 1.50(W) 1.50(W) , Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.25 , Dead + Floor + Roof Design Shear (lbs) 1082 -1082 Max Shear (lbs) 1416 -1416 Member Reaction (lbs) 1416 1416 Support Reaction (lbs) 1493 1493 Moment (Ft-Lbs) 2184 .. Live Deflection (in) 0.063 Total Deflection (in) 0.112 Loading on all spans, LDF = 0.90 Dead Only Design Shear (lbs) 469 -469 Max Shear (lbs) 615 -615 Member Reaction (lbs) 615 615 Support Reaction (lbs) 648 648 Moment (Ft-Lbs) . 948 R PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255-0606 Fax :508 255-0607 peter®ad-archts.com Copyright 0 2002 by True Joist, a Weyerhaeuser Business Dining Room Floor Joist TJ•Beam(r"6.05Seria"Nub 421 1 1/2" x 7 1/4" 1.4E Solid Sawn Spruce Pine Fir#2 @ 16N olc User.2 1 ard012002 5:10:46 PM Paget Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagrarn is ConceNttral. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length LlvelDead/UplifUTotal 1 Pocket in masonry wall 3.50" 3.50" 307/92/0/399 By Others None 2 Microllam LVL beam 3.50" 3.50" 307/92/0/399 By Others-Rim 1 Ply 1 3/4"1.3E TimberStrand®LSL DESIGN CONTROLS: Maximum Design Control Control 'Location Shear(Ibs) 384 -337 508 Passed(66%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 1065 1065 1322 Passed(81%) MID Span 1 under Floor loading Live Load Defl(in) 0.272 0.369 Passed(U490) MID Span 1 under Floor loading Total Load Defl(in) 0.353 0.554 Passed(L/377) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360JI-1/240). -Allowable moment was increased for repetitive member usage. -Bracing(Lu):Ail compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The speck product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255-0606 Fax :508 2554X07 peter@adarchts.com Copyright ® 2002 by Trus Joist, a Weyerhaeuser Business Microllam is a registered trademark of Trus Joist. N:\TJB FILES\Elmer\Dining Room Floor.sms .. I Dining Room Floor Joist TJ-8sammA)8.05Serial �00"N� ' 2000.2; 1 1/2" x 7 1/4" 1.4E Solid Sawn Spruce Pine Fir#2 @ 1611 o/c User.2 10I30/2002 5:10:48 PM Paget Sngine version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 11r 1.00" ^ Max. Vertical Reaction Total (lbs) 399 399 Max. Vertical Reaction Live (lbs) 307 307 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 337 -337 - Max Shear (lbs) 384 -384 Member Reaction (lbs) 384 384 Support Reaction (lbs) 399 399 Moment (Ft-Lbs) 1065 Live Deflection (in) 0.272 Total Deflection (in) 0.353 Loading on all spans, LDF = 0.90„ Dead Only Design Shear (lbs) 78 -78 Max Shear (lbs) 89 -89 Member Reaction (lbs) 89 89 Support Reaction (lbs) 92 92 Moment (Ft-Lbs) 246 PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255-0606 Fax :508 255-M07 peter®adarchts.com ' Copyright ® 2002 by Trus Joint, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. T WLoft Edge Beam TJ•Beam 8.05saia_'N.,n 2 Pcs of 1 3/4" x 91/2" 1.9E Microllam® LVL Page l Engine Vemi 18:44PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Enpine Veiaion:1.5.12 CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagiaun is Concepttwt. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:4' Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UplifUrotal 1 Stud wall 3.50" 3.50" 990/472/0/1462 End,Rim 1 Ply 1 1/4"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 3.50" 990/472/0/1462 End,Rim 1 Ply 1 1/4"0.8E TJ-Strand Rim Board® DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1432 -1270 6318 Passed(20%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 5789 5789 11775 Passed(49%) MID Span 1 under Floor loading Live Load Defl(in) 0.402 0.500 Passed(U482) MID Span 1 under Floor loading Total Load Defl(in) 0.594 0.808 Passed(U326) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:0.500",TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o%unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Custom product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. r I PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255-0606 Fax :508 255-0607 peter@adarchts.com Copyright ® 2002 by True Joist, a Weyerhaeuser Business . Microllame is a registered trademark of Trus Joist. ' �� �� Loft Edge Beam TJ-B"mR,,,6.05SedalN� ;'21 2 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL Paget E4neVee�18 5.12 THIS PRODUCT MEETS OR`EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 16' 2.00" ^. . Max. Vertical Reaction Total (lbs) 1462 1462 Max. Vertical Reaction Live (lbs) 990 990 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 1270 -1270 Max Shear (lbs) 1432 -1432 Member Reaction (lbs) 1432 1432 Support Reaction (lbs) 1462 1462 Moment (Ft-Lbs) 5789 Live Deflection (in) 0.402 Total Deflection (in) 0.594 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 410 -410 Max Shear (lbs) 462 -462 Member Reaction (lbs) 462 462 Support Reaction (lbs) 472 . 472 Moment (Ft-Lbs) 1868 PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255-0606 Fax :508 255-0607 peter@ad-archts.com Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business Microllam0 is a registered trademark of Trus Joist. J Dining Area Main Basement Beam 2 V�er TJ-Beam(TM)8.osserialNumber ' 3 Pcs of 1 314" x 11 1/4" 1.9E Microllam® LVL User.2 Pagel Engi° neVemion:1.512 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Ell Product[Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:10' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Uve/Dead/UpliftlTotal 1 Steel column 3.50" 3.50" 3300/1125/0/4425 L5 None 2 Steel column 3.50" 3.50" 3300/1125/0/4425 L5 None DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 4335 -3765 11222 Passed(34%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 17521 17521 24206 Passed(72%) MID Span 1 under Floor loading Live Load Defl(in) 0.546 '0.539 Passed(L/355) MID Span 1 under Floor loading Total Load Defl(in) 0.732 0.808 Passed(L265) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LI-11360JI-1240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Custom product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255-0606 Fax :508 255-0607 peter@adarchts.com Copyright ® 2002 by Trus Joist, a Weyerhaeuser Business Hicrollams is a registered trademark of Trus Joist. Dining Area Main Basement Beam TJ-Beamahl)6.05Seria�Nam .7 21 3 Pcs of 1 3/4" x 11 1/4" 1.9E Microllam® LVL Pag 2 EAgineVefsi20 5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 16' 2.00" ^ Max. Vertical Reaction Total (lbs) 4425 4425 Max. Vertical Reaction Live (lbs) 3300 3300 Required Bearing Length in 1.50(S) 1.50(S) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 3765 -3765 Max Shear (lbs) 4335 -4335 Member Reaction (lbs) 4335 4335 Support Reaction (lbs) 4425 4425 Moment (Ft-Lbs) 17521 Live Deflection (in) 0.546 Total Deflection (in) 0.732 Loading on all spans, LDF = 0.90 Dead Only Design Shear (lbs) 957 -957 Max Shear (lbs) 1102 -1102 Member Reaction (lbs) 1102 1102 Support Reaction (lbs) 1125 1125 Moment (Ft-Lbs) 4453 1 PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255-0606 Fax :508 255-0607 peter@adarchts.com Copyright ® 2002 by Trus Joist, a Weyerhaeuser Business , Microllame is a registered trademark of Trus Joist. Master Bedroom Main Basement Beam TJ-Beam(lM)6.05serial' 21 4 Pcs of 1 3/4" x 11 7/8" 1.9E MicrollamO LVL User.; n Engine version: P THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 0 A �s• L product Diagram is conceptual. LOADS: " Analysis is for a Drop Beam Member. Tributary Load Width:I V Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detall Other Width Length Live/Dead/Uplift/Total 1 Steel column 3.50" 3.W' 3960/1395/0/5355 L5 None 2 Steel column 3.50" 3.50" 3960/1395/0/5355 L5 None DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 5255 -4592 15794 Passed(29%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 23212 23212 35696 Passed(65%) MID Span 1 under Floor loading Live Load Defl(in) 0.545 0.589 Passed(L/389) MID Span 1 under Floor loading Total Load Defl(in) 0.736 0.883 Passed(L/288) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LI-1/360JI-1240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The speck product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Custom product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255.0606 Fax :508 255-0607 peter@adarchts.com Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business - Microllams is a registered trademark of Trus Joist. N:\TJB FILES\Elmer\Nester Bedroom Mein Basement Beam.sms Master Bedroom Main Basement Beam Ti-Beam(W)6.05sedai_ 7002000421 4 Pcs of 1 3/4" x 11 7/8" 1.9E MicrollamO LVL= _ User:2 Engine Vemi n:1. .12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN ' Paps 2 Enpirro Version:1.5.12 - CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 17, 8.00" ^ Max. Vertical Reaction Total (lbs) 5355 5355 Max. Vertical Reaction Live (lbs) 3960 3960 Required Bearing Length in 1.50(S) 1.50(S) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor - Design Shear (lbs) 4592 -4592 Max Shear (lbs) 5255 -5255 Member Reaction (lbs) 5255 5255 Support Reaction (lbs) 5355 5355 Moment (Ft-Lbs) 23212 Live Deflection (in) 0.545 Total Deflection (in) 0.736 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 1196 -1196 Max Shear (lbs) 1369 -1369 Member Reaction (lbs) 1369 1369 Support Reaction (lbs) 1395 1395 Moment (Ft-Lbs) 6046 PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255-0606 Fax :508 255-0607 peter@ad-archts.com Copyright a 2002 by True Joint, a Weyerhaeuser Business Microllam® in a registered trademark of Trus Joist. j� Clerestory Support Beam over Dining Area e� (� x TJ-Beam 6.05seriall ,'21 2 Pcs of 1 3/4" x 11 1/4" 1.9E Microllam® LVL C� Page 1 E g'1n��;�;2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:012 Proof Slop*012 All dimensions are ItiorizomaL Product Diagialm Is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:10' Primary Load Group-Roof(psf):20.0 Live at 125%duration,15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Uve/Dead/Uplift/Total 1 Wood column 3.50" 3.50" 1650/1327/0/2977 L1 1 Ply 1 314"1.9E Microllam®LVL 2 Stud wall 3.50" 3.50" 1650/1327/0/2977 L1` 1 Ply 1 3/4"1.9E Microllam®LVL DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2917 -2534 9352 Passed(270k) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 11790 11790 20171 Passed(58%) MID Span 1 under Roof loading Live Load Defl(in) 0.410 0.539 Passed(U474) MID Span 1 under Roof loading Total Load Defl(in) 0.739 0.808 Passed(L262) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LI-1/360JI-1240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Custom product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection..- PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255-0606 Fax :508 255-0607 peter@ad-archts.com Copyright m 2002 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. - ��` Clerestory Support Beam over Dining Area TJ-Beam(TM)B.OsSedalNumm ..77002 2 Pcs of 1 3/4" x 11 1/4" 1.9E Microllam® LVL User:2 10r31r2002 8:39:38 AM Pao Enpineveialon:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 16' 2.00" ^ Max. Vertical Reaction Total (lbs) 2977 2977 Max. Vertical Reaction Live (lbs) 1650 1650 Required Bearing Length in 1.50(S) 2.00(W) Max. Unbraced Length (in) 32. Loading on all spans, LDF = 1.25 , Dead + Floor + Roof Design Shear (lbs) 2534 -2534 Max Shear (lbs) 2917 -2917 Member Reaction (lbs) 2917 2917 Support Reaction (lbs) 2977 2977 Moment (Ft-Lbs) 11790 Live Deflection (in) 0.410 T Total Deflection (in) 0.739 Loading on all spans, LDF = 0.90 Dead Only Design Shear (lbs) 1129 -1129 Max Shear (lbs) 1300 "-1300 Member Reaction (lbs) 1300 1300 Support Reaction (lbs) 1327 1327 . Moment (Ft-Lbs) 5256 PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255-0606 Fax :508 255.0607 peter@adarchts.com Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. l Main Ridge Beam-over Dining Room TJ-Beam(TM)6.05 Serial Number.7002000421 2 PCs of 1 3/4" x 11 1/4" 1.9E MicrollamO LVL User 2 10/31/20028:43:11 AM Pagel Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:$12 P.00f%ope0i12 F 11V All dimensions are IyOrizontal. Product Diagram is Conceptual LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:8' Primary Load Group-Roof(psf):20.0 Live at 125%duration,15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Uve/Dead/UpliftfTotal 1 Stud wall 3.50" 3.50" 1280/1047/0/2327 L1 1 Ply 1 314"1.9E Microllam®LVL 2 Stud wall 3.50" 3.50" 1280/1047 I0 12327 L1 1 Ply 1 34'1.9E Microllam®LVL DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2279 -1969 9352 Passed(21%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 8924 8924 20171 Passed(44%) MID Span 1 under Roof loading Live Load Defl(in) 0.290 0.522 Passed(U648) MID Span 1 under Roof loading Total Load Defl(in) 0.527 0.783 Passed(U357) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Custom product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255.0606 Fax :508 255-0607 peter@ad-archts.com Copyright 0 2002 by True Joist, a Weyerhaeuser Business microllam® is a registered trademark of Trus Joist. Main Ridge Beam-over Dining Room �� s TJ-aeam(iM)6.05SerialNu 421 � 2 Pcs of 1 3/4" x 11 1/4 1.9E Microllam® LVL , User.z � Version:rl= ;S12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 15, 8.00" ^ Max. Vertical Reaction Total (lbs) 2327 23.27 Max. Vertical Reaction Live (lbs) 1210 1280 Required Bearing Length in 1.56(W) 1.56(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.25 , Dead + Floor + Roof Design Shear (lbs) 1969 -1969 Max Shear (lbs) 2279 -2279 Member Reaction (lbs) 2279 2279 Support Reaction (lbs) 2327 2327 Moment (Ft-Lbs) 8924 Live Deflection (in) 0.290 Total Deflection (in) 0.527 Loading on all spans, LDF = 0.90 Dead Only Design Shear (lbs) 886 -886 Max Shear (lbs) 1025 -1025 Member Reaction (lbs) 1025 1025 Support Reaction (lbs) 1047 1047 Moment (Ft-Lbs) 4015 PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255-0606 Fax :508 255-0607 peter@ad-archts.com Copyright a 2002 by Trus Joist, a Weyerhaeuser Business PY Microllame is a registered trademark of True Joist. Flush Basement Beam Between Master Bedroom Area&Dining Area "' . 2 PCS of 1 3/4 x 7 1/4 1.9E Microllam® LVL TJ-Beam(rM)8.05 Serial Num ' �� s zPgel Engie . THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -- CONTROLS FOR THE APPLICATION AND LOADS LISTED Lfen4mcr Slope:0:12 P.00f Slope A2 Overall Dirnension:11'4- 1 All d"unensions are hiorizoitttaL Product Diigrarn is ConceptuaL LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:9' Primary Load Group-Roof(psf):25.0 Live at 125%duration,15.0 Dead Vertical Loads: Type Class Live Dead. Location Application Comment Uniform(ptf) Floor(1.00) 0.0 100.0 0 To l l'6" Adds To Point(lbs) Roof(1.25) 1650 1327 3'6" - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Uve/Dead/Uplift/Total 1 Steel column 3.50" 3.50" 3151 /2986/0/6137 L5 None 2 Microllam LVL beam 3.50" 3.50" 1132/1125/0/2256 End,TJI Blocking 1 Ply 1 314"1.3E TimberStrand®LSL DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 4901 4551 6027 . Passed(76%) Lt.end Span 1 under Roof loading Moment(Ft-Lbs) 5081 5081 8893 Passed(57%) MID Span 1 under Roof ALTERNATE span loading Live Load Defl(in) 0.188 0.290 Passed(L/555) MID Span 1 under Roof ALTERNATE span loading Total Load Defl(in) 0.357 0.434 Passed(L292) MID Span 1 under Roof ALTERNATE span loading -Deflection Criteria:STANDARD(LI-1/360JI-1/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattem loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Custom product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFO RMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255-0606 Fax :508 255-0607 peter@ad-archts.com copyright m 2002 by Trus Joist, a Weyerhaeuser Business Microllam® and Microllam® are registered trademarks of Trus Joist. �J� VpF Flush Basement Beam Between Master Bedroom Area&Dining Area TJ-BeampM)6.05 Serial)Number.> .21 2 Pcs of 1 3/4" x 7 1/4" 1.9E Microllam® LVL User.2 11/1/2002 9:58:48 AM Page Engine Vemion:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 2' 7.75" 8' 8.25" Max. Vertical Reaction Total (lbs) 6137 .2256 Max. Vertical Reaction Live (lbs) 3151 1132 Required Bearing Length in 2.34(S) 1.50(W) Max. Unbraced Length (in) 110 32 32 Loading on all spans, LDF 1.00 , Dead + Floor Design Shear (lbs) -459 2164 -908 Max Shear (lbs) -640 2345. -1084 Member Reaction (lbs) 2986 1084 Support Reaction (lbs) 2986 1125 Moment (Ft-Lbs) 0 -847 2429 Live Deflection (in) 0.000 0.000 Total Deflection (in) -0.139 0.169 ALTERNATE span loading on odd # spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) -459 2164 -908 Max Shear (lbs) -640 2345 -1084 Member Reaction (lbs) 2986 1084 Support Reaction (lbs) 2986 1123 Moment (Ft-Lbs) 0 -847 2429 Live Deflection (in) 0.000 0.000 ' Total Deflection (in) -0.139 0.169 ALTERNATE span loading on even # spans, LDF = 1.00 _, Dead + Floor Design Shear (lbs) -459 2164 -908 Max Shear (lbs) -640 2345 -1084 ' Member Reaction (lbs) 2986 1084 Support Reaction (lbs) 2986 1125. Moment (Ft-Lbs) 0 -847 2429-- Live Deflection (in) 0.000 0.000 Total Deflection (in) -0..139 0.169 Loading on all spans, LDF = 1.25 , Dead + Floor +Roof k Design Shear (lbs) -885 4551, -1793 Max Shear (lbs) -1236 4901 -2133 Member Reaction (lbs) 6137 2133 Support Reaction (lbs) 6137 2211 Moment (Ft-Lbs) 0 -1635 4872 Live Deflection (in) -0.198 0.172 Total Deflection (in) -0.287 0.341 PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A.Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255.0606 Fax :508 255-0607 peter@ad-archts.com Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business Microllam® and Microllame are registered trademarks of Trus Joist. i jj A Flush Basement Beam Between Master Bedroom Area&Dining Area z� TJ-Beam(TM)8.05SeriallN Wiz, 2 Pcs of 1 3/4" x 7 1/4" 1.9E Microllam® LVL Paye3 ErgieVen4on4.S.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ALTERNATE span loading on odd # spans, LDF = 1.25 , Dead + Floor + Roof Design Shear (lbs) -885 3403 -1305 Max Shear (lbs) -1236 3668 -1563 Member Reaction (lbs) 4904 1563 Support Reaction (lbs) 4904 1621 Moment (Ft-Lbs) 0 -1635 3447 Live Deflection (in) -0.044 0.070 , Total Deflection (in) -0.183 0.239 ALTERNATE span loading on even # spans, LDF = 1.25 , Dead + Floor + Roof Design Shear (lbs) -672 4505 -1838 Max Shear (lbs) -938 4856 -2178 Member Reaction (lbs) 5794 2178 Support Reaction (lbs) 5794 2256 Moment (Ft-Lbs) 0 =1241 5081 Live Deflection (in) -0.179 0.188 Total Deflection (in) -0.317 0.357 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) -459 2164 -908 Max Shear (lbs) -640 2345 -1084 Member Reaction (lbs) 2986 1084 Support Reaction (lbs) .2986 1125 Moment (Ft-Lbs) 0 -847 2429 PROJECT INFORMATION: OPERATOR INFORMATION: Elmer Residence Peter A Haig Architectural Design Incorporated 62 Route 6A Orleans,MA 02653 Phone:508 255-0606 Fax 508 255-0607_ peter@ad-archts.com Copyright 0 2002 by Trus Joint, a Weyerhaeuser Business Microllam® and Microllame are registered trademarks of Trus Joist. i r ' r d RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE _ 910 New Buildings,Additions $50.00 Alterations/Renovations $25.00 - Building Permit Amendment $25.00 - FEE VALUE WORKSHEET NEW LIVING SPACE 3 square feet x$96/s x.0031= foot= i - plus from below(if applicable) ALTERATIONS/RENOVATION5 OF EXISTING SPACE square feet x$64/sq:foot x.0031= plus frombelow(if applicable) GARAGES(attached&detached) 3 2 square feet x$32/sq.ft. x.0031= 52, C9 7 ACCESSORY STRUCTURE>120 sq.ft. l v ->120 sf 500 sf T._ $-35:00� R. >500 sf-750 sf _ . . 50.00 : . >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: .. �_ -square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS -z N Open Porch =x$30.00= \� $30 00 Deck' .. ,_ (number) - x$25:00= -- - Fireplace%Chimney (number) mA inground'Swimming Poof $60.00 Above Ground Swimming Pool $25.00 Relocati6n/Moving $150.00 (plus above if applicable) - permit Fee 3 5 4- - oFiHfTp�� -The Town of Barnstable BARxss.. E.mASS. Department of Health Safety and Environmental Services M o t679 pffD Mph° Building.Division 367 Main Street,Hyannis,MA 02601 3ffice: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: L), 1n'te i, Map/Parcel: n Project 4ddress: i 1 C Builder: l The following items were noted on reviewing: c3 L�' 11�nn2o iuv� Reyiewe,d by: ILA Date: J r q:building:forms:review y All a� The Commonwealth of Massachusetts _ - Department of Industrial Accidents 660 Washington Street Boston,Mass. 02111 WorkersIC om ensation.•Insurance Affidavit-General Businesses ~- ,fix:_ s;�t - t.•a� ,�• ,-��,_•,,ti, .. �, . . .. � ,_ ..;�a, . name: x `/S .. :.'" address ��� ; �•l•�a l �1� C city !� 1�P state: HA ziv: Rhone# �✓ `O work site location(full addressl - ❑ I am a sole proprietor and have no one Business Type: El Retail ElRestaurantBar/Eating Establishment working in any capacity. ❑ Office❑ Sales (including Real Estate,Autos etc.), ❑I am an em to er with em to e & art time es(full e ❑Other. %% /%///%%..... � I am an employer providing vzorkers' compensation for my employees working on this job. COIi1 Il J"eII' III : a: clr ea q� c :`.1 • 2 .fnsuraII • - •:�. olio;'.#:� �#;?(,/-•: I am a sole proprietor and have hired the independent contractors listed below who have the following workers' .compensation polices: con en 'i,sme= address:. ��:�• - - t one'#: 'b >:•a.. insiirance'co. - eon an. name•.�:� .. .:.,. . .. address:. ' • phone#: .Ca' +i. Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment a as civil penalties In the form TOP WORK ORDER and a fine of$100.00 a day against me. I understand that It copy of this statement a forwa ed to the Office of tigatious of the DIA for coverage verification. I do hereby nder t alas and ties perjury that the information provided above is true aro carr a Signature Date Print name fitlJl Phone# � official use only do not write in this area to be completed by city or town official city or town: permittlicense# ❑Building Department f ❑Licensing Board check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other (revved Sept 2003) ,wx — Information and Instructions Massachusetts General Laws chapter 152 section 25.regi&es all employers to provide,workers' compensation for their. employees, As quoted from the"law", an employee is.defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a-joint enterprise, and including the legal representatives of a deceased,employer, or the receiver or trustee of an individual,partnership,association or other legal entity, employing employees. However the owner of a dwelling house having.not moI.re than three apartments and who resides therein, or the.occupant bf the dwelling house of another who employs_persoris to do.maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deems d to be an employer. MGL chapter 152 section 25 also states thatevery state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the.commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor.any.of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting . authority. Applicants Please till is the workers' compensation affidavit completely,by checking the box that applies to your situation.. Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding''the"law"or if you are required to obtain a:workers.' compensation policy,please call the Departrrment at the number listed below. . City or Towns . Please be sure that the affidavit is complete andprinted legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill.in the permi0icense number.which will be used as a reference number. The.affidavits maybe returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: : The Commonwealth Of Massachusetts Department.of Industrial Accidents Me of Imsopfts 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 ext.406 r Town of Barnstable - °� Regulatory Services 3 s,�rrsrOt e, ' Thomas F,Geller,Director as�ss. Building Division _ Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 office: 508-8624038 Fax: 508 790-6230 Property Owner Must Complete and Sign This Section If Using A Builder .;as.Onet.ofthe.subjectptopertp- ..._..._. .: hexeby authorize Cj is all inattets relative to work authoiiZCA.hp this building permit-application%for. 6�(Ad�dtess�ofjob)��� _ Signature of Owner Date �u Print Name ' - ✓fie �o7ro7na�ruueca� a`'✓ ,a�'lzuaeltatd�� ;u .,";� I of B- ildiltg Re,I rl.i,ve;'.. R,i.118Illl:rt'il'. License or registration valid for mdividul use o6ty- HOME IMPRQVEMENT CONTRACTOR before tirc'expiration date. If foundreriirn to-. ; Board of Boildiug Regulations and Staid rids "Regisva iqn 1 11006 Qn lslrburfon Place Ru►7 01 Exp ration 11/1872004 F' t x t _ Boston, Ma.02108 T oe �ny�te Corporation SQUiER C;ONSl RIJ'C7lCN�I�tr ]} MICH4EL SQUIERgw 582 t3AY,rq OF 2632 ' ` ��' t' a ✓fie'.-�'om�rrcdn���ec�CC�i"a�' � ! I BOARD OF BUILDING REGULATIONS 'License CONSTRUCTION SUPERVISOR a R i Number C 051830 i.Brrth�d 02l03l1964' t02l r. ,' x. _ a Ex rres 03l2006: Tr:no: 16903 x p t "�"4 Restricted �00 x „� MICPAEL K .SQUIER � ,fY.• t i CENTERVILL'E MA.92632 Wait, 0 miss ner �FfHETp The Town of Barnstable BARNSTABLE. ' Department of Health Safety and Environmental Services 9 MASS. 0p t639. N0 PrFOM Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection frn� Location 416 �'_Qrt'tay L� Permit Number 7� 7-23 Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: Garkve� �"1 (Awc,Pr,S J J J r� to 5 � PS MLt cx a yOV Please call: 508-862-403.8-for re-inspection. Inspected by LA � 4 - Date Plz biW C � I�j � Cc � L 2- sv�ly� � 128 f \_ R. Andrew Prchlik Ix Contractor Main Street'; { wilding Co. 70 Main Street Centerville,MA 02632 Phone:(508)771-2973 E-Mail:Main Street Co@aol.com i 1 Ti OWN OF BARNSTABLE BUILDING PERMIT APPLICATION p y2�I P I b-Oo� Permit# l ` '� � c3� Health Division Date Issued D ~`Conservation Division 07/` application.Fee i Tax Collector p p� — �C IV L-- 71�o�Z Permit Fee 3 G Treasurer_ 2? — L Planning Dept. Date Definitive Plan Approved by Planning Board "NOX - o I Lt4 Historic-OKH Preservation/Hyannis �b Project Street Address Village 6 UI L.ue- Owner 2�A y 1b EMe*_- Address Co M(oo -- L ►e_X___ Telephone 0- 771, - 6 40 7 Permit Request L'011mes= :2 Y&_ 4& P� -� Square feet: 1st floor: existing proposed 2nd floor: existing proposed-" Total new Zoning District Flood Plain Groundwater Overlay Project Valuation f(e meconstruction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing_ new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil C/Electric ❑Other Central Air: ❑Yes Q No Fireplaces: Existing I New Existing wood/coal stove: ❑Yes C3No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing 0 new size Shed:I)I existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes O No If yes,site plan review# Current Use_Oo y1� Proposed Use - nn BUILDER INFORMATION 501�- p &0 e �4 R Nam . Hnl�r,J T_Paut4 d6, r� Telephone Number 5y�- 72/- 2-g93 Address 70 x4 i&) .T �UiC 1A)G S License# LF �gyi t,LE-144 42(0 Z Home Improvement Contractor# !3Jr097 Worker's Compensation# ALL CONSTRUCTION DIBRIJ RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE or . FOR OFFICIAL USE ONLY i PERMIT NO. j DATE ISSUED - AT/PARCEL' ADDREVs a �`- — VILLAGE ' ER. f'n OWN J ; DATE OF'IIISPECTION:_` FOUNDATION,,. FRAME } INSULATION ` FIREPLACE ' ELECTRICAL:'` ROUGH FINAL PLUMBING: ROUGH FINAL ' GAS: ROUGH INAL s FINAL BUILDING T r DATE CLOSED,OUT a ASSOCIATION PLAN NO. i ti RESIDENTIAL BUILDING PERMIT FEES ' APPLICATION FEE „ New Buildings,Additions' $50.00 w Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x.0031= plus from below(if applicable) , ALTERATIONS/RENOVATIONS OF EXISTING SPACE —square feet x$64/sq.foot= (a x.0031= ' 3s plus from below(if applicable) # ACCESSORY STRUCTURE>120 sq.ft, >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf-1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= us STAND ALONE PERMITS Open Porch x$30.00 . (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 { Relocation/Moving $150.00 (plus above if applicable) Permit Fee — projcost The Commonwealth of Massachusetts Department of Industrial Accidents =`-� Of/ice of/nsestigations . 600 Washington Street Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit name ��G � WJD9�rsW -1 U' location /s,&V c— LA&W city ( & U - phone# ❑ I am a homeowner performing all work myself. �I am a sole r rietor and have no one worlds in an capacity I am an em to er raviding workers' compensation for my employees worlang on this job. .:.:......... ...... ...... an :name 'ailres >a<<e< is .cirvv '`.'`.COr;•'.;'i'' `...%..:ii ?t; 'i :3 1 ': :..: li 1nSl1$$Ilt 4 �/// I am a qe ro neral contractor, or homeowner(circle one) and have hired the contractors listed below who have thefollowin workers'com ensation polices: X.xg.................................:..::::::::.:::.::::::::..........:.:.::::::.:.:::::,:,.:::::......................:::::.:::::::::::::::::::::::::::...:...:....................,.....:..::.::.. ::.:.:::::::::::.:...............:::. stile..>:: ::;>»<:;::: <:<»::: ><: :> .....::..:::..:...:::::.:..::.::..:..:.::: cam an...n :.......::: ::> : :: . .........::::.: ;.: . city: X. ...:::.:....: ..... ............ ..:::.;.::.;.:.:;::;:::.:>:::.;;;•.:::.:>:::>:<::<;:.:;:.;>:: .:::.. oil"":`#::>: :: ; :;:;:>: <: :>><:::» <> �<>;::>::> <;<>:'•':> � .�> �:::::::;::>>< >``'• :•. ..•:::.:::. ::::. .:.... :.:::.::.;;:..;:':r:t<::<:::::....::::::.....:::::.....::....>::;:>::»»>;:<;:.>:<::is >: ::•;>:::<:: :z::.»::K:::::;:.;;..::;::>::> "•:::>::::;2:::>::>:;:<;.... e>:;: ....:.....: <>a>><> oli insnran Falture to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or MMM one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statemen y be forwarded to the Office of Investigations of the DIA for coverage verification, I do hereby certify the pains and penalties of perjury that the information provided above is tr d correct Signs Date Print name �,,,,MiL,T Q���- ' -�-• Phone# �U' 77(' 7�-3 official use only do not write in this area to be completed by city or town official .t city or town: permit/license# ❑BuIIding Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: Phone#; ❑Other (revised 9195 PJA) ' I V Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire,express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a . dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required,to obtain a workers' compensation policy, please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permitllicense number which will be used as a reference number. The affidavits may be reehpmed to the Department by'mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts .Department of Industrial Accidents Office of Insestigatlons 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 °,*ISEToy, Town of Barnstable Regulatory Services BMWSPABLE. ' Thomas F.Geiler,Director 9 MASS. �pTf 639* Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. Type of Work: e1Ze70J0A-0QVJ Estimated Cost_(2,, My Address of Work: 4o Uu. TC NnJ��ua'� Owner's Name: =1:A0kk-, U:LAC=�k— Date of Application: 147 I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNEDLERNALTIES OF PERJURY I hreby apply for apermit as the agent o 7 '12- t Contractor Name Registration No. OR Date Owner's Name Q:fon-mhomeaffidav NOTE:not all symbols w01 appear on a map t� GOLF COURSE FAIRWAY EDGE OF DECIDUOUS TREES ^m^^ EDGE OF BRUSH ORCHARD OR NURSERY v-v'v v EDGE OF CONIFEROUS TREES r S MARSH AREA ----— EDGE OF WATER -- -- ___= DIRT ROAD DRIVEWAY E--PARKING LOT ' E PAVED ROAD ------- DRAINAGE DITCH ----- PATH/TRAIL 00 PARCEL UNE** .� Wife E— MAP# 21—PARCEL NUMBER 01860 a HOUSE NUMBER 2 FOOT CONTOUR LINE 10 FOOT CONTOUR HUE Elawar=based on K6029 X 4.9 SPOT ELEVATION STONE WALL -X--X- FENCE RETAINING WALL 229 r *-T -Y, RAIL ROAD TRACK © STONE JETTY SWIMMING POOL PORCH/DECK 0 BUILDING/STRUCTURE DOCK/PIER 40 HYDRANT e VALVE O MMHOIE o POST OP° RAG IN T O W N O F B A R N S T A 6 L E A E O O R A P 11 1 C I N F O R M A T I O N S Y S T E M S U N I T a SIGN STORM mm N PROD®SrAIE IN FM *NOTE Thb map k an enlargementola s*NOTE Tire parcel Rnes are only pmpbi[represeatoHons DATA SOURCES Planimenia(marinade fro*were Wgreted frmn 1995 aerial*Mpphs by The lames rr c 1°=100 sale map and may NOT meet of property boundaries.prey are not hue location;and W.Seng Company.Topography mrd-pets,were iMegreted from 1969 aerial phoropmphs by GEOD 0 UTHIIY POLE p TOWER 0 10 20 Ma Ma Auumry Standards atthls do act nt actual Wdonshi to ml k ds Car .Non tlaaal imeiri and ' were rm to meet Nftral Aaa Standards f:\dgn\conservation.dgn 06/21/0210:57:01 AM f -6Te�omvrw.z uea/l� . • I I i Board of Building Regulations and Standards HOME I yi ,,tDVEMiEt T CONTRACTOR Re gstwa` aw—I 897 l� ��x j ;_ MOM ividual . ('I Tom' _ R'I'CHAR'Q,ANDE2 ON 70MAINf 1 CENT.EF2bULE`;MA®2632 Adnumistrator -- — - - OTle�amxmamurea o�� aaaac�ivaelta BOARD OF RU:ILDING REGULATIQrIS License ONSTRUCTION SUPERUI'SOR Numbe�� 080591 972 6�?005- Tr.no: 80591 Rests-tom� RICHARDA PRH1Ik ;Kl 70 MAIN•ST i. CENTERUILLE, MA 631 Administrator i MAP.229 MAP 229 . 8 8 .1 89 #7 0 MAP 229', MAP 229 86 _ #1359 #1368 ' ',MAP 229 , 1 � 7 � I1 , MA229 \go— � MAP 229 8-2 P;.9 \ O Oi 42 ' MAP 229 - 3 1 MAP 229 MAP 91 #101 � 117 N MAP 229 PARCEL 088 Ext 003 W „ . >i1 E SCALE: l 100' With 100 ft Buffer S, "= � *NOTE: Plonimetrics,topography,and **NOTE: The parcel lines are only graphic representations DATA SOURCES: Planimetria(man-made features)were interpreted from 1995 aerial photographs by The lames vegetation were mapped to meet National of property boundaries. They are not true locations,and W.Sewall Company. Topography and vegetation were interpreted from 1989 aerial photographs by GEOD Map Accuracy Standards at a scale of do not represent actual relationships to physical objects Corporation. Planimetrics,topography,and vegetation were mapped to meet National Map Accuracy Standards 1"=100'. on the map. at a scale of 1"=100'. Parcel lines were digitized from FY2002 Town of Barnstable Assessors tax maps. s �lsses�� n �'� ���1 ��•-"- a9 Parcel Permit# Conservation Office(4th floor)(8:30-9:30/1:00-2:00)-! ate Issued Board of Health(3rd floor)(8:15-9:30/1:00-4:45) Engineering Dept. (3rd floor) House# >4(�6 S� • tM1E .f- Plannin Dept.(1st floor/School Admin. Bldg.) t 1�9 BALLED I BE wj 41*finifivean Approved by Planning Board - 19 VIROB Irk ���Ell TOWN OF BARNSTABLE �65 Building Permit Applicationt Address C9 U o18C. Village /tW-455 Owner 9 Qapma- - 7-CO a Address - LbSJ A C dxe r�tt" Telephone E J Permit Request - Le5e, ' 7tGti1 �O �o U� First Floor /Z 6 o s uare feet ��'� 'da�/ G� q Second Floor square feet Estimated Project Cost $ 0 Zoning District 7Zi> f Flood Plain Water Protection Lot Size 7,13 6-o a S i= Grandfathered ? Zoning Board of Appeals Authorization Recorded . Current Use S iu6L4 ' FAd4, PES/DEoCF- Proposed Use 54,MF! Construction Type (/J 0 c-a Commercial / esidential Dwelling Type: Single Family ✓ Two Family Multi-Family i Age of Existing Structure Basement Type: Finished / Historic House �r m Unfinished Old King's Highway lJo Number of Baths 1 No. of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel OA'S Fk k1 Central Air JJ 0 Fireplaces l Garage: Detached Ale,JE Other Detached Structures: Pool Attached Barn None Sheds Other /� Builder Information Name l !q // Telephone Number 7 7! �' -7 Address lJ am l-4/?q License# g ,S dO<c((�-22_ �" y/ /�- . �- Q �''L Home Improvement Contractor# l 0 Worker's Compensation# Q NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 41LG lWo BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) r S. FOR OFFICIAL USE ONLY " PERMIT NO. DATE ISSUED MA_ P/PARCEL NO. ADDRESS ; VILLAGE OWNER 1 _ _ DATE OF INSPECTION: f i ► a f i _ r FOUNDATION FRAMEi INSULATI'ON hj v' • '�{ - _ l i FIREPLI E ELECTRICAL: ' ROUGH FINAL PLUMBING: ,, ROUGH FINAL — - GAS: ROUGH. FINAL FINAL BUILDING,) .v t; _• — ° �. I+ l rA \ji ti. t F r . i • DATE LOSED OUT " s ASSOCIATION PLAN NO. r T y ✓1Wi t004Y�77�a� � ��✓I�GQ.OJCcorntid �,,-✓ t spy p °s 7 IRS el ia- ip- jo ev , 7.A .ON M 1 f- ' -•, i; ' .. -. ?,�. .i.ti c� .Y: :�i:�.'• ,yl. 1 '�d tip` ';S'; '� l.,. .i.. 'ti'' • ... .:l.: i TileCunrmonivealth of Aks. is efts ` `� "•:• • Dc artnunt a Industrial Accidents •p I, --!_- 01!lceallo�esdgatloas 4 ��'a�J�+"' BUlttrrt.�la1s OZlll Workers'Compensation lnsuranevAtTidavitMg .� ---' - —' - • Anne Olde. ,6 a homeowner performing all wor#111f- I am a sole proprietor and have no one working in any capacity I am an employe providing workers' compensation for my employees working on this job. • phone r1' c r• .. r•. .:w�..�..:....fir; . ... . ..."?97Rt.. ; •. 1 am a sole proprieto ,general contracto or homeowner(circle one)and have hired the contractors listed below who hay the following wo •e o lces.• 93 din Q7%%5 insumnee Co. :Attach additiunai'sheet if'a'eeessa '. ''►"". """��"" Failure to secure cm crate as required under Section 25A of MGL 152 can lead to the imposltim of erimtod plOiltila Of a line up tO St.500At1 fad/01 tine years'imprisonment as Drell as civil penalties in the form of a STOT N�'ORti ORDER and a lice of 5100 00!dal against mt» 1 understand that copy of this statement may be forwarded to the OMce of investigations of the DiA for coverage veriMatioa i do herein-cettifj•un er tit ins and hies ojp a ^thW the in fonnWon prvrided abow is true ai4 cornet ate re Signatu r J U •7 one# Print name oRcial use only do not write in this area to be completed by city or town oMcial r. permit/lietase# niluilding Department City Or town: Duceusing Board.`' Dscle'ctmen's OM— check if immediate response is required (311eslth Department phone#; MOther�_ contact person. 7 y� `pFtHe► �o� The Town of Barnstable BABE. _. Department of Health Safety and Environmental Services . MASS. �► - prf0,u+� Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection 6 1 W Location 4 ll r o-i f,„ Lm i,-+ Permit Number 1�1 Owner Builder One notice to remain on jobsite, one notice on file in Building Department. I The following items need correcting: . F Please call: 508-862-4038 for re-/inspection. Inspected byC �ff Q ( ,,a; ( Date 6 3 Ambitwtural llgn . ' e2 R.L.GA . - orwlr r.....BB.w ozem BOB zas-oeog rA:Boaz5a-oem I I r.oAl. - >� .e-ereXb.eem t M.MAT 1 I JTIl. _ - hnle0 eA0e0-eroBb.com' 1 I T.O.F. J� EL Y - - EL 3LL�T� I T.D.S. EL le.,' I?O.36P T.O. I I , Y ------ Y ------- I I s g._e. N®I CONSTRUC. E74iT.HOUSE EL!!S I TO.P. ELTD.l6s: I // 7 1 1 1 ` C/Ll a I TAR b r� !]� E� E03! �, ELfe.R• / DL y N :, Id<O TOP. U.3LLT I I Ira< T 0 10 9 -" A.T • � � - u !'-N 3/,• / A.L I OO I I!/r a t•-e vY REFER TO DRAWING Al FOR l'-O' A�JN ' ' `I '�"D`` - --- l=/C✓ ! FURTHER FOUNDATION INFORMATION - > REGARDING GARAGE 04 or.posT oN smPsox POST --�---- SASE ANCHOR dl ttY qA.COMC. 9 FILLEDSOMOTVBEW BIf iOpT ------- mr"GFp11DATDN _ A { _ _ I O `I 4 FOOTeMi BASE,TTP. 4 ___-___ O QENAeL IUTCIRD L_ - ' �PIe1P PIT AND___ _ - ^ ~B - - - - - r------ ------- - _ aErrovE EwsTYG N%,P.T.POST UP -_-- -- BTAft FRANXG I ' 3'-O•X 3—X r-O• 1 . I I CONC.FOOTING O/ TSBARSATD'EID. TTPICu y •u I I I 7 I I 1 3 VY ElECTRK i T.O.I.TTP I I 1 I I I I I I ]XH STUDS AT PANELS I L JL 1_LJ X•OC K,/ EL.In' __-_ 1 I �. "ESO TYBPOTH T C rr---------------------- ------ -- EXIST. A . 'A ��TEOP fA5 Lw BASEMENT 1 I r--------- ---------- - -------- --- BI ELECTRIC uMDO• ^ ' TAM TYP. _ I___ ROOM 1-.- I iT,Eii rD�BCe nr.T.os A.T 1 EL 3s.r 1 1 ea DRoPPED , m FOOTING Ei.]e3l• TA SMEV.TTP. I ••-- --.�_�-- I / Dele: ReY11�106' 3 VY LALLT COL ON J` ' !r-Ol�z i000lNi u� P CEDAR CLOSET __ r-o•X f'-o•x r-v UNFINISHED:TEPK°"RS A$D EA 1 -- a! 9 6 BAR T W E • - c l R BARS AT rr ea b I BASEMENT O N a i ]KHAN° PACE OP d v T.o9. , Ey TAt• �7 FOOTN4 3/1'TTP, GA-STEEL 1•CONC.5LAB B/l ', u7i MNDOO HELL T 1 1 41/I.H @.Y 7° RI]NF.OVER AREAWT,TTP. <rOt VAPOR BARRIER J 1 ON l'NIL 9TRVRURACLO FFRA CTFD -- _ 3-/Y f LT C H L-------- BEAM POCKET COXL OOTRW - s L•7L/i O/ . D _ I I AS REO D. DROPPED BEAO ABOVE F 6 BARS AT 0 EA. 1 -- _. I TTPH a -L_____-_____. v ------------ NE" t�C�����- T�CTn eI�I"� "•. s`l�: -------------- ----------- OOFDECKtil I -..�� `I-t'YIX TD i�.`.+(�E pL Y�� LAW. EVEN ESN THE liDDi l�?tl5� O z k \ S ARE L $I i 1 •. - , CONr.FOOTNG T� q^c _ } I(6���'.t � A.l b I nl i rrPlcAl Y LJ i V i R I li t•+� � �i UPGRADE OF THE SMOKE DE T EC I O � -�0 FOR THE WHOLE HOUSE. YOU m ` L_____\ A,A FO'D POCKET � �EAIIPOCKET_____J 9REDS Y. B STA LE BUILDING DEPT. BEAM ABOVE PLAN ACCORDINGLY AND HAVE YO MR c xY OIA.GONG.11P, ` L - h\� SOMOTUBE PIER,TYP, - I ----------/ PU55URE TREATED - 1 AER RANED ELECTRICIAN TAKE OUT THE APPROPRI PERMIT AT THE FIRE DEPARTMENT. i I f I 3'-1 VY I 3'-1 D w Ja—"17,2003 t'-T Y-f 3-I !'-3 3 T -• - '. .. _I s-1 .L A3 NOW" M-O I 6'-1 !Y� BASEMENT / FOUNDATION PLAN b 3 NEI CONSTO CTION E105701G HOUSE SCALE: 1/4'-1'-0' �y 9 A l A l A.l 0 0 I. 2 1 n Q A.5 Y SHED R"eELOR� . A Amkt�,yr r-o yr, •9•-0 yr ,yr A § ' DmIlgr 31_3 yr FIEIOFRAIIE Apt Aepl iLE%RANE LOFT ���II 11 Ixl IIll;I11 WI OR AT T A _ a 0rw LYNi.ee xa(02 e1A 0. IN FLR. "x eOil FSe.-OeO; EL 43.T vm ad-.r.et ._ To s-a.0.awe--eo..o... ' T0.9.I r-0 (Old�JP�l.t117 RMRG b T.OL. T0.9. s.x.T I et.xJ E04!oP Lorr ___;y--___ 1 I-- O s �+$ � ,Dg RI 3, I VS E LVL ,~ �T`J Y ----- ------- _ DROPPED BEAM ABOVE - Y ei iss� AN zR r-,• rY Nm CONSTIMTNJN! EM5TNG HOUSE F oPlN ova T t• DECKING _ A ELECT. ELECT. Fle%RR ME EL.Jtx , I If�J -..a.— 4 I/J' )'-0 1/J' Y-0 Vr 4 Vr Z I REL9E 7"" 7T-W ROOF NG R I O ceNreR(DOER Roue Jr-a �CO`LLf��fNN Q . ' S VT 1 ea DOORSE S TTW/LIF BELOE T-t• �` PARTIAL SECOND FLOOR PLAN I�J GRADE _ _ ... .. _ .,. A.L -... .. .. ... _. ._... .. _... .. 0'41•({ _ _..- ...-... _ - _�:�.-- .. _ _ _ - - _ Ei4.a.. ... - _. - - ----- - MLL CAeR1ET9 -_-_ r `S' - _. - - _ _ _ -. .-.. ` __ __ _ _f SCALE:1/4•-Y O' \-J S�Ex TNG STAN f LAUNDRY - 0. "(T REFER TO DRAWING A.Z FOR oee �I FURTHER FLOOR PLAN INFORryATION M. LL��LL REGARDNG GARAGE aMn1G r-a Is•- COVERED PORCH AaJxG , ro T_ d m.3 b MUDRsOOM 7 1 LCQ` O tl R AAU CAII.;'. F IN. LR. O A { _ _j _ _ O s•-v O•r-L• r-r lo• ry � ,. O EL xs 9wELVE axooi°ow m�ix°DaG A URSPFD W/R AT - - - - TRIM TO 01 MASTER TM. ex V-J Vr 5.w AT Fix.flR. , , 'l 1 .. .._ • ' EXIST. IXUT L- 4-t VY T_p. DN DR AT T ' , 4I I 1`'� RY ., EXNAD9T N O e.b. BATH a2 - - +1�,'4 3Vr , I fq& • .FLR. _KITCHEN �— ^t EXISTING 9-tVT EL.Str q 91NK �N O BEDROOM a2 C _I Wl r p IV_ r- I////`^^,/ n t r-0Vr -1 I p TVEADS BATH III ICI ICI Il 'V f• 1 I BNLT' � LTy11 1 p BMEi S D SHELVES I /7 EX EX l A.T o CATREDRAL ___ _ ierloilc.. .. _nt_ _}-- __ __-�� - E% �p CPT.�W. �-/� Of LOfi _ �° o- 1 r-o• E)MTNG HALL ex a a,.N.�...1 r.....•w: h M.BATH 'TIC sDOD"TAR 2�v 1TIL cPr I '-- - I ' \b N �q OpuT. EXISTIGA TO.ACCO�ODATEER". ALIGN O 1 1 I iI I M.CLOSET I. `� �Pv\,1 �Q' 00) �r „x RER srEPDaN coNmN»IE AT.� - ,� 1 , ..v _ SHELF AND POLE17 O 50 DINING BEAM A - c r:. 4 ' r O EXISTING D �-•- �C.{ I --r--- FFICE.... BEDROOM al Fw.IL A°Ir'S- DI]%B iPri EAGER K-d oil AMPI - `• �y VE --I---- RELOCAT! RELOCATE �n n i I DECK t �� ASTERe BEDROOM -__ --- BEAD A _ ��� EIS + <V i. mAHOGAN71 Dx.. r E bii �j }1.T Js.r sFuce c PA.10 F LIVING _ CG,: DTOxEI F I n Di. + I ---------- ---------- s' fR.FLR. M. R PATIO _ EL.35.r AT t• t 19Tp21 Dl 13/T A VT L,E LVl - - fIN.GRADE I MAOER 0.R EL Je.a I AT{! �dEL.N.e' 'OK w / DN R AT �El.SIS AT tY I 910107 BORDER .. .. 9TOME BORDER AREARA BEL00 4 SM GRADE �E 7T R EL.N.0' Dal.: Jeaoery I', 2OCK r-J 1'r Project: !1:20a,f' - ,Vr ^ )VT• ,yr ,I/r a J'r pey Scale: Y_r PATIO Drewn k: 19T01R1 �..t. t-0• R'-0• r r DT Y &EL.N.r i l b &E 4.0 FIRST FLOOR PLAN � � Z � 1¢�CONST(NCTN7N ENISTING HODSE E:.a,.a . `/ \II A3 ® 7 Z 5CALE:1/1'=1'-O• A n FJ • ,L Igo 6/ Amhi a� Dmig ` 62 Rba4 OELE W-r.samvwl.M eoe�sbo-a IAX 50,8 6-a >rEll w-NRRBIA.R. ' R-mAll.ewa-Almbb.a 6 IO "14 ]r i ISO � Q-0• - ', ww ----------- 1 - ----- I - - - - W W ____ _ _ r-a a0 r-O' 31-0 0 4 b $ STORAGE 3 i r Ti - - - ' g ° El.NIT 8 APRON ♦.�� i .l+o`* � T b � 1 I T.O.R. I I nl 13/,'.1 Vd'I.IE VL 1 _ _ L_ __n)_]Xt_ _ �QO� nl 1 3/r Y L VE'LIE LA I I T0F I 1 o-1 d f T.01 DR ELEA -- -{-_i_ _ _ X _ - - Q� TRl,3a ' - I - I 10.Y' ]%e RAKE --___OROPPEp 6EAn ABOVE____._ _ X X i I K.3lS I L____ I i ,d1TRX.GFR9 iM I I . 1 1 1' ATP6'O.C. a. • 1 I T.Ol.L____ _-____-_____ I - )3.P EL M.B• 1 I I I w I I II I I GARAGE I /�� T.o3 1 � 1 L=1�� i § �I �-'R%69 ^ 2 V �1 /(] K.N.13' I iTa'PIW T!1( I TA.E. 1 1 1 I I / K LIT ' FOUMDATK%1 I 1 N. .. � +_ _ _ _ _ _ %y_ %y_�\\ �♦` _ m <.. _ _ _ _ _I .- -I...._RALL.iTP_ _ _- _ _. - 1 1_ I _. _ _ D 1 - _ _ _ _ - ._ _ _ _ _ �. .. - r, _ _ _ %-1'AT ATix:ABOVF I ♦ 1\ I I I 1 I _ - K D 4 I + N I__-__- ♦♦♦♦ \ =' B N N I I —D TOP OP I % i nl I /,'X III LIE LVLF3OL�BEAn / •♦ \ pt' KElU I L _ry i 3/,'%IS lR LVL WD4E 6fAn ACE__ >l__r__ ' j .T0 CALL —'--ram -- __mot-- r D 4 GARAGE SLAB ON GRADE T.O.R. CL—� I 1 I A4 V X N'I.IE LVL PLUSN CERAIG --__ __y__ AA ' ' T.O R. �_ EL. l3.T3' I I b 1 I 1 15 BEAM ABOVE.TOP OP BEAn PLWN-I-- --- r-_ ,'CONC.lLAB R/C%t' 1 RTH TOP OF ATTC BOOR iRAIR14 I 111 1 I 1 EL.3PS t Iel VAPOR BF T.O F. ON t'IIIN.COMPACTED 1 I 1 I�VI W TE 33d' 6TRIICTURAL PILL I. I I I I II + I 11 MOLD TOP OF PITCH SLAB DDRN P I J I i WALL DN.0 ATTIC 3T PITON MA6 D001,' KEY APRON I ATTIC 3TAW 'I ME KIN OOP PLANE I I 1TOE %y EL 3L,3' I I 1 i I I I i 1 I i I I I �T.OS. II P EL.3.T EL.35.T / T.O3. ------ 1 I I 35Y $ I 1 I 1 1 1 I l iiII I a --f�'_ _I I nll /1'/ VS'I RLR I 1 , I j�7 ♦♦_-�'1 'f \ r^ I I TA.R. �- ♦4 1 1 1 • � -�-- � __ -_ I I �- D5 13/T.11/3 I.1E LVL / ^ _ I ORO PED M i I• _____ Y - ______-_ E%T 1 _-_______I • li DROPPED 6EA,ABOVE - I Y Y ' ,. ON]R h 1 '^ I I -------- '. - Y D.fe: Revu r.o.s. 5 05 EL.3!1 IAT t' 1 R ti I I I , `h I 4y b 90_I� 11 V I EL 33d' ✓ EL.3[S�i ; / - 7 T.OAY, 1 T..- -V RORKBENCN - 1 I T.O.R. —EL. \ e MaNlletm.l RAM burp•u.,!n I]% MO_R n_I]}y0 _ '';.:I ♦♦•� 3• 60-] _ 1 1 !L 36d .K.31d' 1 I ♦ T qI 4 � RfWe Rme REL. -- - Z - \ ♦`♦ f F%I6T61G E%I TIN(. EI44TgG ' L______ _______no _ ____J V _ RO N'-D I/T! •� ]r-o• (GC�L 10 6 9l��ypFO 10 9 c 6 t'-D' D•- sy to• Dr GARAGE ROOF FRAMING PLAN ® i SCALE:1/4'.1'-0' GARAGE FLOOR PLAN GARAGE FOUNDATION PLAN REFER TO DRAWING 5.1 FOR CONTINUATION $CALF'1/T-1 0' SCALE:I/�' OF ROOF FRAMING PLAN INFORMATION. REFER TO DRAWING A.1 FOR CONTINUATION OF FLOOR PLAN INFORMATION. REFER TO DRAWING A.O FOR CONTINUATION POWER AND LIGHTING SHOWN ON THIS OF FOUNDATION PLAN INFORMATION. DRAWING FOR GARAGE ONLY ueLR: /evusq If: _ • � �y PSojecL: a:: Py Scab: A-, I. DTawn:. Ell A�/Gl d 111L`hite YlYW4ill R tb♦a4 . II -.. M OrW<u.WaaaeLowtu."02 I I SOB ROOF PITCH BREAK 23 ciws aoe z�B j ml I I I A 1 a - I, i� ''� s-r N®CONSTftl1CTgN I EX447DIG HOUSE � I I I ♦♦ � I ♦ r i I I `n I I I i I L 1 ` ALIGN. rr EXTEND . - Ft RIDGE �I .I' Date: Rahvl" ' RIDGE. _ IJ "EXLST RIDGE I', ROOFLAY # �.SMADED.4REA'REPRESENT9 " a :EXISTING ROOF AREA G TO RE'SMNGLE AND APPCY' `7YP CADLYADETAILE5.ID ON NEW i. 4 ______________ —. ! ---�- ------- �P`<.' .F ROOFYS ASS EQUIR AND.. VALLEYS AS REQUIRED E I I i i I J I EXTEND EXIST. I _ ______________ __CHIMNEY-_ 4 I II A., I , I I X I I ----ter•—_ _---_-_ 1 I I V,��!E 1 F I w Date: Jeoaary 1>;.20 • 1.-0• I P"°isE ono. I 3r r I Dean NEW CONSTRUCTION EXMTING HOUSE , [ 2 ROOF PLAN A A.4 A.1 I - �— .- - —' - ___,._.. °___'.,e"3.�.•...,....t.,.x.�:...._�. ...�5;_•s ..v..__ _ _?s. .I. ...�..<u rs. r 1 t�,� r'- '�L ,�I,_ ,� F -i. I + ;.5 t 1.�; 2 3 o 2 4 5 EXISTING HOUSE NEW ADDITION Al I Q • EXTEND FXLSTIMG CNNNFT RORK AND r mXET BRKJL CORK 14A f wA CORBELS COORaMA7E U/ARCIETEC/. - �! o i [HL\�jlln_,¶A D I d+Ll`VWLI .:. p 1��N Des.:. RAKE T 7�f�(I'��o�¶ eAI+ E I I I I iIDlcorporal L MEB ASMALT ROOF .. I f 1C R�K srNNGLEe - orb.m.WreLmew ASPHALT ROOF RO IUD AePIMLT BOB 26` L NEU ASPHALT R001 ROOP BREAK K SIRMGLES� B ►A2 EUS 25",. SWMGlES MEU SHED OP EXB RAKE TNIG � e0-ertN OCVERfYAnEDN TRm TO RENAN 1 F E-mw e0�0-ert R.E%LSTON:SHINGLE RAKE TRm PROBE R tSTMG 9DNG TO RFllbl - —MFR TO MTCH EMT.EXpTRIG EAVE CONSTRIICTDN � _ SHWAE, SMNIGLE9� AND f4�!TINN TO REMRI � PNALT ROD! IX TRm RIPPED TO ITT FLASH R.O. OH AS REOV CROOM ON OV T/01 MEi LOITER 011 Oft fABCM TOP OF _ ETOXBTREMNG N TRm - ® — KBIViBl DBL.PL.- - � - - x1 7"AT IX3 COg1ER NNDO&TIP. WARD TRIM sm G wTo REnAN as - �L�R 1 1 -- - •�—F%FiTNG SHNGLE T. I NI- TIO e.NTCN I �TO K SDNG D ET .. HTOOD BI RFEOER2 E bN-T[ I ..._.....I... —PAD ecRF NBEDROOMS EpARS: x{V GOOV l ANDf EL.35.54 SIDNG,TAE.-� `IEOO F wIrT. F.G.3s.a :. - - - - - ADDITIONom POST JQ EL.3L.2' 1 BRAPEO N I I - I I 2X4 POST WtAPPEp I I SKIRT FTRW - F4 1 I 1 IX TRm ...-. TIP. I I InR�CN AS DOOR I I - M.d EXISTING 1 I I I ..__� �__� i .- _ BASEMENT. 4 EL.2836 ' __ ___ I 1 1 I c _________T___________________________ ___ ___ ____ ___ I BASEMENT ____} __ 1------- NEW BA EN -.. .-... -... _..___... ... .._...._ _.._....... _... .__ .._ __.. _ _. _ _ ..._._ .._ _ ..._.. __ ___ __-- _____________.__ + —_ _. _SLAB _ _. _. .._ .... . .._.._. _. ... ... _L _. T.O.F. - EL.27.53' I NORTH EXTERIOR ELEVATION AA SCALE:I/4' A.l Al NEW ADDITION EXISTING HOUSE EXTEND FXpTNL C101MFT ILIk9 AMD CMMNEY BRX;K- . I - ' _ PORK MTH F%A%.CORBELS .. ,� COORpNATE U/ARCHITECT, RAKE TRm tl 1)ob: AevL.. TYPICAL AT AR AKQ W/xB tl 4aWMmY R.�NmP.• TTPE TRIH ICAL S F PIEX LASPMLT ROOF ~—NEO ASPHALT ROOF R SWNGLES I � ``` 91FMGlES TRllpl TO RENMI RAKE MI,PROFNE NEU ASPIMLT ROOF TO MTCN E%IST. 1 FL n TMVRG L UVER SNNfdES� 5N ASA ALT ROOF ®�CHI S FL i E%IING T SRSKILE lEh- SDING TO RENAN TOP OF '--NEFI ROOP DBL.PL. IX3ixe rRRI ASPHALT uwlwn GIRTAt EL.43.7' -1 - ~ ON IXL FASCu eD. ._�7- M CORNER L--� BOARD T. � AR SH U A]I I I I I l ® ® FX6TNIG E)OSTNG 11n.• 1WJ IvJC PAno xREEN ONLAIE ANDS j IX+TRm AT _- TopREIIG . YMOpYI.TIP. I _ EXprxG ' GROOVE VERT NPI TRm AT IUIDOp sDwG I I TWiB53 T I '2 I E s TO To HATCH EXIsrNG NEW i _ - -- ADDITION I j x3 I 2 - E T. T. PArd AS C' EL 3G.7 TRPI _ io{GR - REPLACE REpREp-T.. E T. - DTI Cd' _ ENgT. REPLACE fa -T:.' - 1 _ p BEDROOMS Ei.33a I%3IXT NM - I 4 i A. \ AI i _ :: .. - - _ E1.35.54 _ _� Fes. I__________ L LIVING ROOM ______l F.. EL. ___________y i L PRESSURE TREATEN I E ExISTMG PATH)A9 FFpeRED 9EE� I I I - ^` �pvs� ii 77LLTL L-- m I. F100R PLAN FOR FORTHER NIO. F.G. LANDSCAPE TINBERI I r_ -_----- 1 1 I NEO PATO CONSTRUCTgN/REOONK S+.a I I AREAYAY TYPN;AL I ____________________r__ ______________________________________I I E%ISTNG PAID AS REOLRtED.SEE 1 I I 1 _•___________________________I___ FLOOR PLAMfDR FIOtiHER z. NEW BASEMENT I I I I Pjj SLAB EL. I 1 �___________ Tl__rL_____ EX STI T.O.F. �_____.,____ r___LT______I _____ ________ 1 1 BASEMENT � �v � {� QKb EL.27.53�-- _______�____ ____-___ _____________ _ J �y DreTm &, k SOUTH EXTERIOR ELEVATION A4 SCALE:I/1•1'-p• O YY Y QX QW I I UE NC1aTOnJG CUPOLA .BT ONNER ExTFNO E%BTMG CMMMET . I I i11E5 AND DNnNFT • i LNMK YTM„nA%.CORDEU COORDNAT!B/ARCNTER._� � �•a•:r�l1�LyL�L�Fj T:.__.... _ MST" ACMATCH O AD.TO.TODCR LTCOV EL' b o NBO fAITTlR ON MM.r RACE I I - ONP—� - i Ixl FASCN TRIM.TT TOT ♦ ` 1jL�W7�1WPil� SHN ASPMAIT ROM PR ME TO MTCH E%LSTpG SHNGLE9 I I ENgTNG RAKE D(S/IXR RARE TROI TO REM- - B2 BRW TROT.TYPICAL EASTRy lOOVF LOBE R W�OB, BOB E56-1 IAZ BOB EB'-` •-CEDAR 9NdGLF .TMM T RAC! Lw E!ALT ROOF 6-meD wiled-efeBb.� SONG.T.1LE.-� TROI.TYPICAL ATYp LEVEL (/ - — e9 ALT ROM E%ISTMG GUTT91 CEDAR TE TOP OF ReM°iuFxAxu To . —FA151NG 1111GLE CROON ON - _ _ DBI.PL. SpDp TO REMAl�Du rRRI smulG T /� 70P OF IXs CORNER _ DBL.PL. T EL.40.92' e _ IX1 TROT AT I -• REIORC 1N000,TTP. \ I n IEO AROUND ^ _.. NEW T.O.W: ADDITION ` I vD' 1%T� EL:3B.5' BEDROOMS T r' r 24 EL.36.2'�—- - cusoron o � ISu EL.351' LFxerrIT SRNGLE BOR ENTRY Fl" IXS/IXO _ —_ BEIOIf TO REMAN� Ss.o LIVING ROOM -sKwr Tan - EL.34. GARAGE DOOR __ _ T.O.F. E109i. -� 2' - TT%CAL I_ - _ -r,---------- Q _ E _________________ ____________ I I I I -- ----1� ------------- I EL.3LGl, L._______________I I I I __I I I I EXISTING [• i /^J s IULJ11 BASEMENT -. ... ..._ -. _. ... .. _. .. ... -... .. ... .... .... .. .... ... ... .. ..... .._._ ... ._.- .. .. .. _. _ _ _ _ _ EL.28.36 _---____ _._. ._ _ ------------- ___ _- - _______ ___________ 3 EAST EXTERIOR ELEVATION AT GARAGE - as SCALE:I/9 =r-o 9 EAST EXTERIOR ELEVATION SCALE:I/1'e L_0. y WQ O QY Z A B C D E , I I ' 4 T AlA A.1 .. -eTO„CUPOLA•. I - Alq.BY MEN Dete: Rew color ..L. ROOF I ... BETpm !� orl. NEW ASPHALT ROOF BNNGLES AS REO'0 (,1 D I i lyl I%5/I%B RAKE Q1 Of3/IXB RAKE D -I I TRRI,TTPpAL I R� ! I �I--MASPNAIT ROOT CEDAR SHINGLE TRL TTPICAI BEYOND SIDN4.T.nE� . I RAKE TROT PNOEILE RAKE TRot IXS/MI RASE TO ETCH MO TOP OF TO MATCH EMT. iRR1,TTPICAL DBL.PL PRMaE TO - - _ CROON ON IXB TROT MTCH EXCITI44 . EL.93.5' CROON ON NO TRIM xEU 4VTTER ON IXf FASCIA . o TOP Of - iI = xl Tan At _ A GIIrTER ox Ixl FASCU TOP OF OBL.PL I I - uxDou TTP. I�.-{�-��I DBL,PL. EL.90.92' n i I i l I%1 rRA AT u '^ I CEDAR SNNGLE I%1 POST AL I 4AIDOq TTI EL.13.1. T.O.W I J/ 51DR14 TlLE.� I IX TW„D IX - INS COOKER 7 C13 EL.38.5'�i '1-- __ m. I I I ec o evc=c =cc�rI f3.14S.' I I I%S C a %6 I C _ I ~— iII1 I Cn5HWAE CORNER CEDAR E4 T t. BOARD TRIM DNf.T5iNR1 OR 80 F.G. I%6 OACORTNER 3! CORNER � gpRD ARD Tan 'AND �O®Vn �^/!,•' NTR�pI I T.O.F. I_ I I _ _ - - _ - - F.G. EL.33.5 --rl_______r�______________________________ j, I I Ly�Rr TM _t_ _{y [��i" a PAS � EL.36] d II I EW �_-_____ _________ I I I II' F ADDITION � I C,7ial"�II F.G. �7! DASHED T . I •I __ f _rj �4ALVAMJED - I�+ TCORP L AREARRLTZ I --- AT I I I I I p=a Dete: J.Reen, L^, I I NEW BASEMENT FnojeeL 02, .r----------r---- -- _ ____ ________I---f - _ SLAB &4 Scek: :,�NI ____ ____________________�_________ ,____1__ El.2l.8L' KPy proms T.O.F. s WEST EXTERIOR ELEVATION EL,21s3' K�A.5 A— SCALE •r-O' '�' • r u = li h•� .! no O 5 c c 0 Q A.1 Q I I apron.WOLA , • NIG BT OWNER COT OI cuPoLA NI.C.BY 00" ED Ded 1941111 ' I I .. d 11111yL,11ll r O-em.I Wse e(MUSSY R00!BREAK WEN ASPHALT ROOF 5011 2 60D 6°--g SEANCES NEW ROOF PAW DOD 2B6--DOT LASPNALT R00! NEW COME ON SHINGLE!LE3 _ I E-me11 edfd-Erthln B SWLLE MD� FApCM L 0({�IAp�C�� Mom{FApYp ON . NEW GARTER ON aaor TOP OF F.!WIA A{SULT DBL.PL. - EL.13.5' TWIT R KE 1REI.TTF'KAL TRAIL TTPiCAI—/ I TOP OF DBL.PL. CEDAR ..0.E TRH,TT ME DC6 CO T.E.e. ® ® ® E T RAKE EL.13.5' ,. ° DLs cogxER — _ u MEN CAMTER ON EDARD TRN WE PEON E��:pr OF I"YEN AT T T TTP. M OLL lASW DBL.PL \ T.O.W. MIDDY.TTP. -_ T MS CORNER - EL.10.42' o - __ BpARO TMII IRS cpRNEN iP EL.39.5' N�TRB AT 94 T.nZCEDAR° AE EDr_ T.OE. - MOM.TTP.31r -P1-3Lf' � ------ p DT.O' r_________ EL 38.5' I PPS . 1 F.L. ! FG, .� ..f.�--{.� ... T.OF. MAX FG TFL_DEL 33.$' ___-___-_____ DT T0 SKIRT TEST T.O.F. r T b• —EL.31.41' T..O..F ` 71 ----------- _ f EL 3..3 .5 -___________ TO____ - _ _T _ _ F I I EL.31.L1' 0 c SOUTH EXTERIOR ELEVATION AT GARAGE 7 NORTH EXTERIOR ELEVATION AT GARAGE QI p a.f SCALE:1/1'=1--o' - A.t I SCALE:1/4'-1'-0' _ I LIGHTING FIXTURE SCHEDULE FINISH SCHEDULE DOOR SCHEDULE MARK MANUFACTURER NUMBER TYPE LAMP COMMENTS M"L PLOOR BASE WALLS CEILING MARK MANUPACTURER TYPE SIZE PR/DR TYPESPAM A FANTeCN PR1- R@ryOTe PAN — BTH VARI•DLB BF68D CONTROLFAN] TO Ba SBLeCTBD T =L8 PAN ROOM NAME MATL FINISH MAT/FIN MATL FINISH MATL FINISH COMMENTS BASE YIENTFLOOR — TO DR bELH BY OWNERAN B To aE DELeCTfiD TBD C LR.FAN FIRST FLOOR RB-US8BxIDTMG - Data.. Revwom — TO p6 SELECTED DY OWNeRPAN B TO Se SELECED TBDe 1 WOOD a- CRAFTNADTBR• D1gOTN COLONIST ]{Ae m/nASONRED EQUAL— TO BE eELECTED pT OWNER m/8TN GWp PT OOD•fDTN •pµ V-GROOVeTLG OWING MOD 8TN m/8TN (Alp PT WOOD• ETN •U(A-GROOVE TLG DD CRAFTNAbTHR• bry00TN COLONIST ]µi RD/..SERE _ L PANBL.OR APPROVED wQ a Anetl•a�PL E�NP LP�eM':D10D RC-I HALO NIUICAT-bWW R6CH88ED pOWMLLGNT l{YI PARBO WNRQ STEPPED BAFFLE n.NALL MOD DTN ®/DTN GWp PT GYD PT FIRST FLOOR C-] ALO MDWCAT-BLW R8-ab8D ACCeNT nApTHR BeDROOn WOOD pTN O RcNDWR VALLEY 1µNVA bON W/lD FIR.OAK TMEDNOID E/B%TH I7/a R T{W PAR30 WMTH BTEPPED pAFPLB m/PlD GWp PT MOOD• DTN •W V-CROONS TLC- - MDep HORN° vd RC-D ALO NNKAT-TT1W SMALL RBCBDSEO DOWMLIGM {OW PAR]O ry.BATN LLT GmD U4f O ROC®VALLET R82-VA DON m/Ip RR.OAK TNREDNOLD E/B% Eo-NORNb WNRa aTePPALD pAFFLe cr lD/PTD _ RC-1 HALO NM{N:AT-AE1 DLOPFE,C LING DOWNLE,NT TEYI PAER, n.CLOSET YLT CPT m/FTD GEB FT G]D Pr CD CR—A.—. .I TN COLONIST ]uS mTADONITE f PANEL M-rolD..OR AFPRoviD ICwL _ WIRE STEPPED pAPFLe RC-i LRHpNIA LCL-µPM RECESSED bNOYER LIGHT liY:AN ■%ISTMG KRCMN OxIpT. CT WD/NATCN GWD PT oN CRAPTT•DTeR• DnOOTN COLONST ]YN mTASONRp f PANEL.OR APPROVED IQYAL WNRQ bTBPPBD DAPPLE f p/Yp PT/DTN RC-t ALO NTLY.AT_]1{O LOWVOLTAGa AD T.ACC6 a%ISTMG LMNGROOn 8%41T. OD ryORGAN NTBa—FRBNCN R LIGITT ]-]µ1 m/l0 - NNGLE GLAZED.TE—aso GLAbp DW DV MALL ADAU)TADLI BLOT AP44TYRfi Y/DO D@G.RT WOD SD/bTM WD PT UIB.W PT/6TN nYDROOry YLT CT O QAFTMASTIR• MOOTN COLOMbT ]LLe m/nAeoNlTl m/PTD GlB PT fiYA PT - L P•MeL.•OR APPROVED EQUAL DC-I BLeCTWGAND CHOICE TDD 1'KIIOIIBC@MT WEM ]-DN-10W T-D CW LAUNDRY YLT CT O ROG B VALLEY• µ ]µe YID/WD L PANEL.FEL •OR APPROVED EQUAL DAILADT AB REQUIRED m/PTD GIID FT ( PT - , bC-] TO B4 SHLeCTED Tp0 6%IpT.DATN a SpST_ O ROGUE VALLEY• µ ]µi m/m _ L PAM6L,Fnl. •OR APPROVED iQY•L roYEq WGNT TpD TO pe BELECT6p DY OWXEE ^ Op� HC-D TO De R,LHCTED TDD ...IA-CEILING LIGHT TpD TO B8 eELECTED DY OWNER CXIDTING MALL Q%18T. - O ROG10 VALLEY• µ ]µe m/m - FANHL FIR. •OR APPROVED EQUAL ® V� L-� P'�T DC-N TO BB SELECTED TDD =a—IIGNT WFICB H%IST. Crt DD/PTp 4Ee PT T.YB R O ROC@ VALLEY• µ ]� L /J M TBO TO De EELECTWD pY OWNER - L PANEL.FIR. •OR APPROVED.OVAL r tt e%18TMG BepROOn n e"7 O ROGUe VALLEY IW-V• Bole m/W FR,OAR .........NOHD HORMb b'V F� p - IL/v�• l—n DW-I TO DR..—TeD TDD WALL MOUNTWp PaNDANT TWOTo.. IDTIM4 BE-—-] DNRY, D SG `QO eELSCTeD pY OWM6R DYE] TO pH DELlCTEO O TWO e%T6RIOR bCONCi E%IDT,BATH TDD TO p6 DELECIED pY WER BE-3 TO p8 DELeCTEp TDD DATN SCONCE TBD TO BE D DY OWMeR i DW-N aeAGuu .LN]-a Emvu ExreR-arwoD ]•T{W PARDo OR APPROVEDeovcD eouAl BASEMENT FLOOR BADBI8IMT co.. BLR NOMH CONC/(Alp IT NOMa NONE UC-I Nbl DRIGHT STRIP LOW VOLTAGE UNDER COYNTB TEp BPECIPICA DI CROAR CLOSET BLR 1�I TgN TO Be COORNATED DT ELEC. CONC WD/CBpAR CEDAR NOMfi CEDAR NONE - ' @LflCTgIC ROOM CONC DLR NONa CON./GWB ITNONE NONE TC-I ATCN EXIBYMG TOO T F� .Date: Janet)J7. Z?003 TRACK LIGHTS L TRACE TOO LOP TO pE COORDINATED pT ELBC. Projsel:TC-] TO BE BELECTBD TDD TRACK LIGHT.L TRACC TBD TO BE DDL6CTEO BT OWNER DAD@ITBMT WOOD STN WD/DTN. GWD PT WOOD• 02U�A.00 SeeN1: AS NOTED eTN .I%L v-Groove TLG Py .lawn: ED FINISH SCHED LE ABBREVIATION4 � ' .. us ACT - - ACOUSTICAL TILE PREP- PREFINISHED CPT - CARPET -LR - SEALER CT - CONCRETE ST N- SLAIN 0 POLYURETHANE b NOTES, CONC - CON AMIC TILE r / s / 4 .... .: .r .. } ...1 ...t ,... .1... � _. ...... ..... ....�.....f ..... .:.. .. .. ... .. ....-•-.�...:,:a ,.. .I .'. .. , .« .: .. .. :,,:-...,�.._,._ _.__._v.,___.._.. ::..-.,.- r. ..: .:.. .� v ..•::.. ..,.qrs ..<r` 4 � r. 'd. �. Ft e a rl - Q Q Q E%TEND EJOSTWG CNTNEY FLUBS AMD CNIIMlT BTC- ]%e N•or'OUTRG I WORK OITN F MA%.CORBECLS I I co o4owAre R/ARCIarecT. A.8 2XIO RAFTERS SIN. 4 Ar I -� d llil l�llL1LLL�.l��I�I�WIL EII. R- O OT�DEX TING ROOF PROIRB 1 i ! I I S IRI LVI RIDGEVBEANI OROOMS BETOW I 10 NEN PORCH ROOF TO I I A.8 I ExTBID E%ISTMG RIDGE ��� ""•""'"" ALIGN N/PEAN Of e4�.� _ , TO WTERSECT IER GABLE ROOM GABLE OF MND -�%�. .�; p ROOP AS RQO'0. ROOM BBTOMO `.�--, ,;_____-- _ I])1 3/W'x N'LIEout-.. /... BY R M - -{'�' A.8 vice ouTRIGGeRS a LVL RO4E BFM Dri.=ae.IN.e.eev.w.®Ba Isoe mE---050, 7XIO RAFTERS AT - 0�' RALLTIFIRf.AIOI4"' FAX 50B 2S0--OW'A.8 FI4MTNG ROOF _ _ I N'O.C.MATCH 2XIO RK)E BO "� o-m.D A04A-EFefNb.emn BEYOND MBI RD RAN E%ISTAUG'00F - eS wEB W-_E'"Lmv. ALZ.lop OF ]IIpGI�-� --• I LOFT' TO BE OETERIW®`� PIT BEYOND 3/1. EDUD SECIXlOED 10 FX 9Te1G FASCIA WARM J 17 D)7Xe NFAOLMI PLTWOD ExTERUXR IA4 FRAMNG BEAM TOP F AS RBOT),TTP. .ypO AS,�OC. &'� �if.. ALWN TOP OF TWtO CW JTS AT N'O.C. m 13/r X W VY to As a aD.BOARDS TIPP.. TOP OF LOFT EL.43.47' _ LVL BEAM AT LOFT EDGE NEW DBL.PL. gp, Ap I DOOR R.O._ EL 431' _ SURFER. DI 1%t BEAM A DI I)/1'X o l/e'4Te AT HEAD `Kp-y EL.44.4' A lVL BEAM ACROSS DrNG _ pl]XIO TRIMPOST W/M ROOM,POST DCW AT END I AM AT i Alf AT PIJISJf TTM ARAPPW M.BATH ST- TTRCAL LAYOM W 5NUIGLE3 d 7x{JmTS T ME. I OPEN TO I AlAT IL'O.C. BETdO 01F TRIM.TTP. 5 _ IXe TW AT M.BATH ENTRY/STAIR NEW BAD I q,8 I DINING ROOM ( - T. - M.CLOSET LAMM I, 5UBFLR. Y� - w L.3L2• NEW _ R x _ _ _ -_ 5UBFLR.�_ PROVID STEPS OX EL.3LY III���---�IIIIII 1]).1 Ep4E 1"YM TO NEW PATq R_a - 8 _ $UBFLR. BEAM 8 O)13/Y%e VC I ' El.34.2' 7xe P.T.JpST LIE LVL BEM ]Xe JOISTS pfl a.Sso, lFLOOYRR Df 7K0 3/e'PLYND II�Ji A.8 I AT N'O.C. - FLUSH SUBfLOON AT N'O.G 3 I/Y COMC. NBII PATH)CONSTRUCMON 7%e JOISTB FBLED LALLY COL. 2 CONSULT 0/AR>UTECT - AT N'O.C. us JOOT3: l NY DNA.COMG N/STD.CAP AND NUEo SO TUBE BASEMENT I BASE PLATES A,8 2 2 Ar N'O.C. I ON BNJOOT rooTwG - q'e BASEMENT A.e BASEMENT p'O• Rilpt BEYOIC LOOER F Y CONCRETE SLAB W/ - LAN RM Q �; . L•xC.N1/LN.E 0 L MLL 'o V- VAPCo BARTER ON{' T CONCRETE SLAB O/ OIIPARED Eel _ NEW BASEMENT OFINLL m A cnPAcrsD EL. BASEMENT EL 17 _ 3xvxr coxc SLAB . FOTW.SE 3 rowmATax PUN T.O.F. A.8 A.e 1JJ1I ' 27.53'�- L A.8 2, Il//llr 2 SECTION THRU ENTRY/ DINING ROOM _ SCALE:I/9' SECTION THRU MASTERBATH/ ENTRY A.7 =I'-O' SCALE:I/1'=I'-O' ��I I Q Q 2 F I Q Q Q to I I DNLLe: SIM SIN. `])13/Y X IC LWE - VL RIDGE BEAM IO n I I A.8 9 A.8 04 J L]VL RME OEM n i ATTIC/ 0 Vd,rF•o I e�o � 7NIO CELXG JOISTS yo QTT4CERs o STORAGE AT N•DC. 'v .1 TONG.E A 17)I3/1'%U'1.1E 6T CpX RTW. _ _ COx PLYW. LVL BEAM.NOLp TOP - I -- R FURRING G IX1 TOP OF I D�a At V.• FLWN 0/ATTIC FRMN4 I I A.8 ]%q JOSTS AT N'D O DBL. .11 71tq JOIsrs AT N•oc. I _ A.e SIN. TOP OF DN N 3M X 1 uW �A EL.13.9L' - -- Li ]%a Jonrs AT N•O.C. DBL.PL IXL roxwE AND TOP OF I 1 LLVL HEADER 6 Q e V JOIST MANGER,TYP. GROOVE GOOD .1L OLD BOTTOM fU1SN TOP OF LI yr x n Ia' DN I VL x e N W, -�EL.93.5' ®rt 4a1 _ _ DBL. .1' ' Ar TOP of DBL.PL. _ _ DBL.PL EL.43.T EL.43.1' E LVL PROPPED BEAM LIE LVl DROPPED BEAM C� = 9 70P OF nN]xe NIFAOEa POST NM BALL,BEYOND DEL PL. $ 7x1 Fumwe - 1P� � A.B �' Nl6 OUMDATWN eJ�EL.10.9Y O O= AT N'O.C. - 7.0.W. _ I eETOM '^ MASTER i EL.38.5'�~ i GARAGE I i 4 BEDROOM " MASTER + - _T.O.W. Is 5 r a BEDROOM `'CONCRETE SLAB W/ I L.38.5' A.8 1 f.G L'.L1/11.1 OX{IeL p r . APOR BARTER ON I. I i FL. I A.B NEW 4 3LL• I mx cormAcreD BLL )to• - NEW 5UBFLR. b R-� EL.34.2' a-]c EL.B3LR. MAXOGAfry 3/1•PLTW T.O.F. DECHUIG 5UBFLOOR F.G. Sm.%YW I`I ^.i.MtAMIG EL.36.0' SNe1FLOOR EL.33.5' T u• AT W-O.C. _ J0 Axe 6Ts L-, ,-_N-r- T.O.F. rN•o,G L.34.0 L- - -,a-T.O.F. 3LIT BASEMENT L L BASEMENT A.8 A.8 r cOMLTa:rI SLAB v 1.1/L1.OII{K �CONCRETE SLAB R/ V POR BARTER ON t' �'%t',N.1/L1 BUT M L. - � DEE.: Jonuerl 17.3DO3 MIN COMPARED FILL -, NEW BASEMENT A C BARR�R ON L• NEW BASEMENT SLAB MMN eoIWACTED IU ._ P-p.t 0204'd00 _ SLAB �y Sea),: A5 NOTMD EL 17.BL' EL.17.BL' Py DreTFn: O.F_-DEL.21.53' A.8 _-�E 0.27.53' s SECTION THRU GARAGE rya C GA�TL/SeN � ROOF SHINGLE CAP COURSE - a 1/2'. ASPHALT SHINGLES ASPHALT SHINGLES'ROLL VENT'RIDGE CA - 8 Vr ICE DAM PROTECTION w KE DAM PROTECTION PLUMB CUT Q MEMBRANE OVER FIRST MEMBRANE OVER FIRST 2X 10 RAFTERS 3L'Of ROOF SHEATHING 0 3L'OF ROOT SHEATHING TYPICAL ROOF AT EAVES.18'AT RAKES AT EAVES.B'AT RAKES CONSTRUCTION VERIFY ROOF PITCH IN FIELD I'PROPER VENT TO ALIGN WITH TOP OF ADJACENT 15a BUILDING PAPER K¢BUILDNG PAPER BAFFLES �� ALUMINUM DRIP RIDGE OF EXISTING GABLE ROOF ALUMINUM DRIP BAFFLES HIGH DENSITY TYPICAL ROOF / EDGE EDGE 5/8'COX PLYWD. u 5/8-COX PL12 YIW. a F.B.INSULATION i RAFTER VENT IXL FASCIA DQAXEBOARD RAKE 7X10 RAFTERS AT ALIGN W/ BOARD TRIM ] _ IL'O.C. EXIST.FASCIA �2X10 RAFTERS PROFILE TO AT 16'O.C. MAT RAKES CH EXISTING I'PROPER VENT R-30 H9 ALUM. __ WORKING POINT i/ • TI���,�„t,GUTTER I- 2X8 OUTRIGGERS R-30 HIGH ION / Design F-2XG CLG.J5T5 AT IC O.C. AT IL'O.C.W/ F.B.INSULATION ALUMINUM DRIP �� , ql 70P OF EDGE— J1LF6r]{1L7iWbyal?yil1_BEAM 1 BLOCKING BE 2XI0 RAFTERS AT 6'- EL.13.11- ] 2 IX SOFFIT - 16'O.C. TOP OF ] 4 -OBL.PLATE f e2 aova eA / od—tl.n.h—tb o2eee IX SOFFIT TYPICAL EXTERIOR El.13.1' IX1 4' FURRING - SEE tea-oeoe IXL T AND G WALL CONSTRUCTION I AT LL'O.C. IAI SEE Ess-ow? RIDGE BEAM L WOOD CEILING ALUM. ] rae a-aRet..a,m ISEE STRUCTURAL DRAWINGS IXB FRIEZE TRIM GUTTER I 1X6 T AND G a-m.0 aa�.0-.,oet..eom. FOR 512E5> IX2 TRIM W/ I FURRINGYWD. IXL FASCIA WOOD'CEILING - BASE CAP CELTEK¢Nq 1/2.GWB I I - CORAVENT STRIP I__ 1X4 P.T.POST VENT,NOTCH RAFTER COVERED W/IX - TAMS TO ALLO SLIDING DOOR TRIM PAINTED SLIDING RAKE BD.TRIM SYSTEM - BEYOND.MATCH EXIST. I IX SOFFIT IX FRIEZE SCALE 1-1/2' 10 TYPICAL RIDGE VENT DETAIL EAVE AT PORCH O sulel-V2•_,._p. O TYPICAL RAKE DETAIL TYPICAL EAVE DETAIL SCALE I-vr-r-o• SCALE I-V]•-I'-O• iX1 P.T.P05T COVERED W/IX I I 'TYVEK'HOUSEWRAP t. TRIM PAINTED I I I _ . I/T CDX PLYWOOD - CELTEK¢IL _AP WD.SHINGLES - 1 - T N O.C. I%8 TRIM - _ _ p 2Xi A I. NOTE W..R D _ ._ _ - - _ W FIBERGLASS INSUL. _ - , _- _ SUBFLOOR,TYP_ALIGNENEW'SUBFLO ".,OR ?YVEK'HOUSEWRAP I I IN-SWINGING DOOR L MIL.POLY VAPOR BARRIER �q `1/2'COX PLYWOOD I X 1 EDGE BANDI.I I %q DECKING U RUN ALUMINUM FLASHING 11 5/8'G.W.B. 2Xq AT IC O.C. �' UNDER ROUGH SILL A5 RED'() ((C/JGnS)FIBS I X i DECKING ~ WD.SHINGLES FIBERGLASS INSUL. %3 TRIM GALV.JOIST I' FIN.BASE L MIL.POLY VAPOR BARRIER 'I � 2 X 8 P.T.DECK HANGER,TYP FIN.FLOOR I X 8 TRIM--may FRAMING�-s FIN.FLOOR I� " 5/8'G.W.B. LET-IN AT COLUMN R-25 F.B. CONTINUOUS _ IN5UL GLUE II,NAIL W JOISTS OOR - I N--225 F.B. CEDAR LATTICE BETWEEN PIERS ] ]' 2 - ]?' (7)2X1 P.T.SILL ] t ]SIMPSOM POST HOLD TOP OF SONOTUBE —F X S,,P.T,DECK Al, SILL SEALER \J BASE AND ANCHOR G'BELOW GRADE _Ly r. � _ 1'DRAINAGE STONE 2X8 SOLID BILKING w _IIII-III—III—I: 1—I 1/2'0 LAG BOLT AT ¢ in'' u II-IIII=III III 21'O.C.. .i��G T.O.C. 1/2'DIA"'12'GALV.ANCHOR �I ] _ „L., BOLT AT 4'-0'O.C.TYP- I.. T.O.C. I I= I- I/2'0 EXPANSION BOLTS W/LEAD IIII—IIII=IIII SLEEVES AT 21'O.C.. ! - IIII—I I P II IIIIIIIII�III IIIII�I O 1 .Ib FILL 1 TAMP 5'OUT FOR m is I2'DIA.CONCRETE ry I'/FT.SLOPE:PROVIDE Ib pi SONOTUBE PIER II III— - II--IIII=IIII T ON BIGFOOT FTG. 'Il _ _ _ ,I. VT YiJ . -II II=IIII-III I d7 . { -IIII=IIII=III DAMPRDDFING _ —IIII—I IIh _ C 2¢¢5 REBARS.CONT. Data: Ra.1¢lon: (D TYPICAL WALL DETAIL III=IIII=IIII 1 AROUND ALL OPENINGS SCALE—2- O PORCH/SILL rE DECK POST DETAIL O SCALE 1-V2•_P_p. TYPICAL DECK / SILL DETAIL TYPICAL SILL DETAIL O SCALE I-V2•_I_p• O SCALE I-V2•-r-O• G'APRON.THICKEN TO 8' - ' AT DOOR OPENING DOOR L DIM.W/ DO NO7 BACKFILL WALL 2a¢5 REBAR I DOOR LOCATION R-13 BA7T INSUL. PERIMCONTETAT ER UNTIL CONCRETE HAS ' PERIMETER GARAGE DOOR WD SHINGLE ATTAINED 7 DAY STRENGTH AND BOTH TOP 1 BOTTOM7 STRUCTURAL PIPE COLUMN OR: JFJ I ALL INGLE q' I/Y GDX PLYWOOD SE@ALL AREPROPERLY3 I/TSTANDARD STL.COL. GALV.ANGLE W/¢1 SECJRED.I ANCHORS AT 3'-O' 2Xq A7 k'O.C. WWF GX[10/10,TOPI/3OFSLABPLACE2¢5 REBARS AT F O.C.MAX, (2)2X4 P.T.SILL TOP OF WALL I AROUND q'CONCRETE SLAB _ 3• XL 6/6 WWF G'COMPACTED FILL ALL DOOR.WINDOW.1 OTHER I L MIL.POLY VAPOR BARRIER TOP I/3 OF SLAB WALL OPENINGS. I 1/2'DIAM.15'GALV.ANCHOR CONCRETE FOOTING 3'-0',Y-O' BOLT AT 1'-O'O.C. I - 3-O' BASE PLATE 5'CONC.SLAB WWF 6X4 G/L.TOP I/3 SILL SEALER I IX[6/L WWF,TOP 1/3 vI : - _ _ OF SLAB OF SLAB ® p� ---�- IIIJI `V'd O 'I ml NO.S REBARS,CONT. IIII—2%1 XEYWA FINISH GRADE:FILL I TAMP u _ q'CONC.SLAB 1'"-- - FOR I'/FT.SLOPE,5'AROUND I I I I=I FOUNDATION. O CARRY DAMPROOFING =IIII [� \\�/\ „ FOOTING --- .. r-`_•-r• F7 f21¢5 REBA .;� n - - �- P OF I RS..CONT II 6'COMPACTED '-r. �- - ---- b - r i I I. OVER TO III-IIII— --- _ ', 3°¢5REBARS.CONL. DRAINAGE FILL L'=II '3 .. 9a .. =IIII=IIII .. 86LH'WAYSfTYPICAI) 44 �/���� i�i��i�i�i III=IIII=—IIII IIII—IIII=IIII=IIII=IIII: ABOVE 1 2 B 'MIN .'... __ o L COMP.FILL DR41NTFDN_I Iillllllll�IIII. Q __ - III=III IIII--IIII=IIII—IIII— �R7ER I =IIII 1=IIII=IIII=IIII- FABRIC I�=II I -- — IIII=IIII—IIII— fit - III=IIi 1'DRAINPIPE III—I I —IIII IIII— II—I Jan—, _ I— PI IF DOWN. 5' S IIII III III IIII IIII_IIII—IIII IIII—IIII—IIII—IIII IIII I�I= RopeL 0204.00 o a I—IIII—IIII—IIII: DRAIN TO NO.5 REBARS,CONT. 11=IIII=IIII II 1=IIII=IIII—IIII=IIII—IIII—IIII=IIII—II I—III—IIII S.M.: o AS NOTED �.�..�...�a IIIIIIIIII III IIII - FDN. 1-L _nu_uu=ul MIT', _niI_nu-nil=nil_uiI_niI uiI niI_ III !WHERE v..�m.»."tie. ••.:..at —I�'— 11 I I— =IIII" DRAIN) :,'.`.�o�.•...,a.."o o,n....."`"�'a:ewn:"' ..w...._ .e..o.......w �_��I—I�11._I�I� I—I-II ��� MN. 3• BOT.OF FOOTING e .o.n„e,. SEE PLAN MIN. r_A O6 A i• t- .-..� _.. - ..aK...am. �'BE SOW GRADE 1 6 11111YW11LlV:1L4lylSLL ,l Des g i . BE RRut SA . DFlrn..r.mte�w QEDS s BOB 25S-On808 PAR BOB 256-OBOOT ' � w-NreeL.ettm ' emAB.ae.e-.ltel..ttt>a 2XI P.T.LEDGER SECURED TO Ppl. L2XBPT.I.D.C. B/1/ EXP.BOLTS Alm SLEEVES AT - - LL.O.0 . GALv.JOIST MANGER,TTP. - a 4 :V I - -- -- - -- --I r ••rip Be�R C Y�Y (2)2XI EDGE BEM.TTP. �~ I� }�^O'IY � I - __ J I `<o -- �— lid/—�•I, 1\l/J/C/S/ ' 1.1E LVL HDR. I ]XI P.T.LEDGER_ TES )XKIO __ WI 2XLT RAFTER 131 3%ID NEAOs_R_ t ST IMG .O AT�OOC.GAS�REaD. - 2XI RAKE fr-I T ' L2)ILVL1 XDR VI I I AT IL•OZ.TYP. I F I XEm ROOF FRAIING. OdiRI OER9 I _ ___ ___ - OP E%UTING ROOF TOP AT LL'O.0 1 1 - II_ _ _ TTP. -_ _- -_, MANGER,TTP. G. IT OFARIDXGCEM$SN�GI(T 1X1 POST I]>]%I LAIV.JOIST LL•O. IT y -G JUDGE •` •I _ A s 'I 7%D IRIDGE BOA _I I -�- - ��J + _ � I' TpQVPR 13113/ %1 YL lVl ' , I__ -- y1- FORONEW ROOFXG - - I I i 0 OPPE BQA .I o. 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P-p.t: 0204 Sre1e: AS NOt'- DTewn _ r7 s },✓ t <N: X aLe.a.,r.w.ea..w Lne.: r aoe zsm-oe: ad B--U.a•aa-.m UaZ — �t _ I - -r - M ELECT. EXIST. ` -- — a—"---- -- ; T BASEMENT C = of ROOM 1 AI vcr T 1%J T CEDAR CLOSET I UNFINISHED - t 4 A BASEMENT d of of ---' - - t5'' Data: RevLaiw l� I t osO t p.,.m.•1�I.r1m Lama... -. L_.._._ —_—I.. -- .� i. of t _ r o i I ........_. . 1. -I -- _ _I _ _ I ® � I� ..._...._.-_._... �I Data: Jae—"n.::.. &3 P-J.et: 020:: MScale: AS N01i1:. p/a Dte�n: -US E.-SE-ENT role-R/ bi u._ row .. .. ,. .. , .: .. f.., 7:". r;•t. .. 1, .. YF R sy _ �F� � ,�a ,,, ,..-:�. � _. arc.. e J .. _. .. ..':r _ - ,. \ �... a .., ._ mn,... _. ..v :. :_w nsW.. .. ,r;r 7 -..a 7 7, 'k .r.. ..<,$. ra. d i/f _ X ,'� ri. P >� r'- e : ?. .. �1. �. .. .. ..w i. f �;�. ,L - ; � ��99..1 ', :. .. .;l ,,. rl. M'2 Ni,,, t..'.. '� .H d, r*+1.. -�:. .,, v . ..> ..t}.. ., ,N.y. i� I'n `�5, .�.. ,. t.��.. .., .Y-C "•T .C K. .1.. .. ,�, _ .. ,>.. ..., fir., !S,. R. a ..Y"W. .,. k`n -.W.��.. :n! n,. s.. r ..y -1 .1. •"Y,'..: '�.. .:.,,° �+. �*p c �>'!:, .'Y�,, h fi•^�;� ,.• . — —— _..._. _. _"`'.m-r-...-`""'•:,✓�.uv � v ry 8w r, , -�,s Y 3'I'�� ...���� ",d�r�$�i d�a�rm ���•„_,.n' a�r: e t - I 7��,, s � 11JJlG��19 _ �ID1�Il�R�titr,� -'�_i - 'LOFT ^ re Re•vfs °.,.,n.t4e.epioaLln;02° ! I ! QJl RC•7 tC_7 \\ TC-] 6-m•R W�A-.relnb.n - r ---_ BELL\.. rr0 : �o SECOND =L0 ��E UE?i ---- — , LI��,H;IN1:� =;N F SCALE 1/1 I 0 —� COVERED PORCHI-- -;�- -- -.QRCA LAB I I' - - 1°' .Rcl MUDROOM ,rr - 2so-7 . - _; `fit -- - -1`= I _� ®• o, W >-->a - i !i i , , 1'1- --- EXIST. I er"aav, A a �; ENTRY ': , t `- �, BATH 42 - r'oRA,�R ' ''= a r _ _I i, -'' ©-I - KITCHEN �`\ I T hlos+�' - _ -EXISTING ' 1 , I.. A - I - _ ._ j ,,.[-. -:G-- -.- -- R`-7 �.I -,.. ;x 7' .1 I �]EXIST. `- , BEDROOM o2 dD i 5 — m, \ 1 I \.I I tca`, 1 L1n BATH SI_®, -I-9 _ I ' 1\ Imo_ S�Ix t Date: Meheiorn: � . -_ - _ M,BATH\\\ 11 - L� - , \ Y{ -' EX671RG HALL 10— R..w re.,... H -' M. CLOSET i l M.HALL; .AE] CRC • _— r,w '._ ;': � DINING b., ti, ' =—_——I 0. RCK ® c TC TC-3 OFFICE - —EXISTING \I ---- _---_ 1 BEDROOM GI I RC-] RC-7 1 -7 Rc�-7Ll �y Tc I TC-7� o•ail i DECK \\ 1 MASTER BEDROOM,,'; Ll "i64 PATIO ` . LIVING Ext - i- PATIO v - °uiAlroO*xc°R I` V-Rc-' 9m-1 bRc w_. EX19 qG Oeb: Je ry 17, ; Aoyeet: 020- PATIO i SC.k: As Rc — i 0 . 0 U L 0 WOOD DECK ,1 62 Route 6A Mocked opemV Orleans. Massachusetts 02653 508 255-0606 H-L'-O,P FAX 508 255-0607 5-2'-L'P WEB ad—archts.com E—mail adOnd—archts.com -0`P •_L�p CEILING HT. = 1'-O'P wood tkwr H-L'-0'P LL 5-2'-VP J i H=L'-O'P H5=1'-L'P j i i i II I EXISTING FIRST FLOOR 'PLAN I EXISTING BASEMENT .FLOOR PLAN o _ l i Date: Revision: pnrehttewtwat ne.v„ [noorp—ted 2M l � G7 � o , __......_........__-_-_.__.._._ --..__ .--..._....___.._ ._..__ -_---------- -- --_----. _._._.... .-c _ -------------- - ------_------------_--------------------------_--------------.----......._........_......._.....__........._.._ _.... - .................. -------- ..... r� eo��e 64 N�� ...._._.............. ______.............. .____._._.... ____________ __________ ___....__ ............-_.... .._-..__...-_.-....................._._._._.........__------_-_--_-__-_-_______-_----__-_-_--_-___-----__-------________.__.______________...._._.. --_-___ -----------------____._______._.___. ........................ _.. _- __ ....._.:. ..-............. rzy ......._________..____-...____.-___.._ __....__._____. _--___----_____________ _..._.-___.__.._-_.____. ................___...___._._. _ _____._ __ -_-___ _..__.._..______..._ ___-.._-._..----__-____--__._-_..__._.._._. -----------_ ---------------------------------- ------------------------ -------- -------.........------..._.... ___----------_------------- _........ _ T FLOOR _.._.. _ - :::::::::::::::::::::::::::::::::::..::.::..:::::::::::::+::::: :::::::::. :_:::::::::::::::::::::: - FIRST FLOOR -------------------_.._..-------------._...--------------....---------------._.-------------------------------------------------...------------- FIRS ------------------------- --------- -----•---- ---...--------._..__.--- FIRST FLOOR - FIRST FLOOR � -� FIRST fL00R O Date: June 17, 2002 Project: 000.00 Scale: 1/4"=1'—O" Drawn: MS X EXISTING SIDE ELEVATION X EXISTING FRONT ELEVATION X EXISTING SIDE ELEVATION X EXISTING REAR ELEVATION o d 0 LANDSCAPE NOTES: 1. RETENTION BASIN TO BE SEEDED WITH FACULTATIVE HERBACIOUS 'MIX AND OVER PLANTED WITH AT LEAST 5 RANDOMLY PLACED GROUPS OF WOODY aHRUBS TOTALLING NOT FEWER THAN 15 PLANTS. NO SHRUBS TO BE INSTALLED BELCW 'ELEVATION 34' AS SHOWN ON THE PLAN. PLANTS MAY BE SELECTED FROM THE FOLLOWING: INK BERRY, BAYBERRY, SPIREA, SHAD, ST. JOHNSWORT, HAYSCENTED FERN, WITCH HAZEL, DWARF/WINGED OR FRAGRANT SUMAC OR SIMILAR COMPATIBLE SPECIES AS AVAILABLE - © AT THE TIME OF INSTALLATION. "I y + 38. 2. NEW SHRUB BUFFER TO BE +/- 10' WIDE APPROXIMATELY AS SHOWN. A BREAK 6' WIDE MAY PRO"DEDM Y BE PROVIDED SE ACCESS TOATHECCESS POND FOR ECREATIONALTO THE SHED. ABP PURPOSES. �NOWIDE SHRUBS TO BE INSTALLED BELOW ELEVATION +/-26.5', NOR ON THE WATER SIDE OF /RM28 THE CONCRETE WALL. EXISTING OUTDOOR LIGHTING TO REMAIN. PLANTS MAY BE a7 rnSELECTED FROM THE FOLLOWING LIST: VIRGINIA OR CAROLINA ROSE, LOWBUSH 38. + 39.8 BLUEBERRY, SWEETFERN, BEARBERRY, INK BERRY, DWARF/WINGED/FRAGRANT SUMAC, ST. r JOHNSWORT, OR SIMILAR UPLAND, NATIVE COMPATIBLE SHRUBS BASED ON AVAILABILTIY AT THE TIME OF INSTALLATION. LOWS o 9 3. PLANT SPACING TO BE BASED ON SIZE OF MATERIALS AND IN ACCORDANCE WITH U + 37.5 118 15 BMP OF AMERICAN NURSERYMENS ASSOCIATION. 4. PLANTINGS TO BE ACCOMPLISHED IN COOPERATION WITH THE CONSERVATION �- ----- g DEPARTMENT'S AGENT. 3� LOCATION MAP NTS 36.8 +\ 3 ,•3 + 3 .� 36.4 •0 + 3 '4 `-- 7 ASSESSORS MAP 229 PARCEL 88 v' �5.8-;0 35.0 + 36.4 34. ZONING DISTRICT: RD-1 EXIST. 35' x 18'LEACH FIELD YARD SETBACKS: PERMIT 2-1s3 & 6 FRONT = 30' PAVED + 34.9 9 ' 181 `; + 39.9 \ DRIVE �ritn 96-302 p SIDE �+ 7.6 Q 0 EXIST. 1500 GAL O? - 1O� 35.5 �_SEPTIC TANK N (SEPTIC SYSTEM AS PER 5 REAR = 10' O WALK 434.7 INSTALLERS CARD FLOOD ZONE: C 42.4 � , RICK 3 34.8 .5 4 34s 34.3 HED ,y'S DATUM IS APPROX. NGVD PROP. GARAGE 1 I�3�7 43"3 •8 .� + 39.8 A- 1: •. �/ : ; EXIST. DWELL. FF 35.2 � �� •�� tit NOTES C tp r� Ne �. OTTAGE 25.6 U` C� FF= 32.8'i 3'L 1. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO Ti -. + PROP1 ADD'N ' N DRYWELLS OR TRENCHES �- e• � 35 � ,6 2 •9 2. WETLAND FLAGGED BY AM WILSON ASSOCIATES 1 � � O / 3. EXISTING CONDITIONS SURVEY PERFORMED x PROP. ORK LI LINE / ;, 8 2g 02 OF S KED SILT CE 24.2 BAC D BY H BALES 4. EXISTING SEPTIC SYSTEM DESIGNED ON 4 - .r ` ,; � O rnn 1 r_./fJE INS LE�;1C r+ .Dll W- 3 .4 24 sw OW ` 7.8 7. sw X + , �� GONCRE(E 4.1 + 3 .S IA- 27.9 1 PROP. SHRUB BUFFER, +/- 10' WIDE I 3 a °° �g 2 (SEE NOTES) 37 k36.8 3 k SH 4.2 3 3 •� � 1 g ,a 3 65 k 35 LEGEND SITE PLAN 4, 3 100.0 PROPOSED SPOT ELEVATION OF 3 % 40 COTTAGE LANE EDGE OF RESOURCE AREA 10OX0 EXISTING SPOT ELEVATION 2 25.3 2 IN THE TOWN OF: 2 1 5°A QoNo _ 00 _ PROPOSED CONTOUR (CENTERVILLE) BAR N STAB LE of 100 EXISTING CONTOUR PREPARED FOR: DAVID ELMER LONG POND z 20 0 20 40 60 PROP. SHRUB BUFFER, +/- 10' WIDE BOARD OF HEALTH (SEE NOTES) APPROVED DATE MA SCALE: 1" 20' DATE: DECEMBER 14, 2003 REV. 3/11/04 (LANDSCAPING) Off 508-362-4541 Fox 508 362-9880 • . -,\A OF tLbq �H OF t OWh Cope engineering, inn, �'�' AR NE cvel �4t'� ARNE H.HALA �� CIVIL ENGINEERS Q OJA•LA - CIVILL en LAND SURVEYORS s P o. 792 C,4 ES S T 939 Main st. yarmouth, ma 02675 --2 12 0JALA, DA'".S. E 02