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APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK .� All work to be performed in accordance with the Massachusetts Electrical Code, (MEC), 527 CMR 12.00 ? OF 4q� (OFFICE USE ONLY) ~3 TOW NrOF ARMOUTH By WT, ..ESE Fee:$ / , L ��_'OU_ I I Mr,,R 1 $ 3 L PERMIT NO. t_-03-- ' (PLEASE PRINT IN INK TYP / / TNFn&M ION) Date: 3 3 To the Inspector of Wires: y t is application the undersigned gives notice of his or her intention to perform the electrical work described below. � // Location (Street & Number) cam.. 1 t/I<'r V7(' S �Ci 1 C' �Y �g/ N D(Jt�1 Owner or Tenant "C ------Telephone No 6OR`'F-Q'_�Sd 0 Owner's Is this permit in conjunction with a building permit? Yes ❑ No (Check Appropriate Box) Purpose of Building I'T 0 tlI toUtility Authorization No. Existing Service Amps / Volts Overhead❑ New Service d Amps /2.0 / 2`f(iVolts OverheadQ Number of Feeders and Location and Nature of Proposed electrical Undgrd Q No. of Meters Undgrd No. of Meters 01-bf tnsuectorofWires No. of Total No. of Recessed Fixtures No. of Ceil.-Sus . Paddle Fans Transformers KVA No. of Li htin, Outlets No. of Hot Tubs A n- Generators KVA No. of Emergency Lighting No. of Lighting Fixtures ove SwimmingPool md. gmd. ❑ Batte Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zones o. o erection an No. of Switches No. of Gas Burners Initiating Devices No. of Ranges Total No. of Air Cond. Tons No. of Alerting Devices g Heat Pump um er ons KW — — No. of Self -Contained No. of Waste Disposers Totals: Detection/Alerting Devices Municipal Local ❑ Other No. of Dishwashers Space/Area Heating KW Connection Security Systems: No. of Dryers Heating Appliances KW No. of Devices or Equilivalent No. of Water No. of No. of Data Wirin No. of Devices or Equivalent Heaters KW Signs Ballasts Telecommunications Wiring: No. Hydromassage Bathtubs No. of Motors Total HP No. of Devices or uivalent l d 'L ' d ire-4 or as required by the Inspector of Wires. Attach addttrona etas rf esr q INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may be issued unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ;7 BOND❑ OTHER (Specify) r J (Expiration Date) Estimated Value of Electrical Work: (When required by municipal policy.) Work to Starter 1 — d. v Inspections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under the pains and penal[ieg of perjury, that the information on this application is true and complete. '/- Z FIRM NAME 6k7 J>r ti imW �c LIC. NO. � Licensee: Signature " r r LIC. NO. (If applicable, enter "exempt" in the license number line.) Bus. Tel. No.. 'P�ez Sf- Address• Alt. Tel. No.. OWNER'S INSURANCE WAIVER: 1 am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) owner ❑ owner's agent. Owner/Agent Signature Telephone tRev. 041001 '- OV p, TOWN OF YARMOUTH ?g Building Department i Town Hall Yarmouth, MA 02664 (508) 398-2231 ext.261 Ev Building Location: 00021 BARNES LN Owner's Name: McShane Construction Owner's Address: 00021 BARNES LN PERMIT TO PERFORM ELECTRICAL WORK (OFFICE USE ONLY Recorded By: Ic PERMIT NO. Permit Fee: $125.00 Payment Type: Check Check Number 3021 Issue Date: 3/18/03 Type of Work: New West Yarmouth MA 02673 Owner's Telephone: (508) 428-8500 Electrician Name: Szimmetat, Hans License Number: 21391 Company Name: Company Phone: (508) 280-8945 Comments: new construction INSPECTION RECORD Date Printed: 3/20/03 Jun 20 03 12:09P McShane Construction 508 428 8508 P•1 j)ljj I Pa Bo 42A OaterwIle„MA-.02655i Phone (508) 428.8500 Fax (508) 428-8508 E-mail: office@mcshaneoonsWdion.mm McShane Construction YYWW: To: JANE YARMOUTH BLDG DEPT From MAUREEN Fax: 508-39mam Pages; 4 INCLUDING COVER Phorm Date: 6/20103 Re: 21 BARNES LN, W. YARMOUTH FEMA ELEVATION CERTIFICATE ❑ Urgent ❑ For Review ❑ Please Comment ❑Please Reply ❑ Please Recycle FOLLOWING IS A COPY OF THE COMPLETED FEMA ELEVATION CERTIFICATE FOR THE ABOVE CAPTIONED LOCATION. IF YOU SHOULD NEED ANY ADDITIONALJNFORMATION, PLEASE f 1DVISE THANKYOU. Jun 20 03 12:09p McShane Construction 508 428 8508 p•2 FACSIMILE COVER SHEET :' i^,;5 , Hon. ley & Witten, Inc. Envif onmental Services Sextrint Hill 90 R aute 6A Sancwich, MA 02563 Telephone:508-833-6600 Facsimlle:508-8333150 TO: Matt Teague Spyro Mitrokostaa FAX N : 508-42e-e500 508-7WI677 FRO N: Ann Bogucki DATI:: 6/19/03 PAGES: 3 CONIMENTS. Attached is a completed FEMA Elevation Certificate for 21 Barnes Lane In West Yarmouth. Copy has been faxed to Yarmouth Building Dept., origiral to be sent by mail. TTIe meat aas c tntm od anty for Ara use 01 The IndNbual or amity to which A 19 eddfasaed, errd My G0rR2,o a kmIah0A "ie pm/aged, caJdenn p arq "empt from disclosure under appaceble law. 11 me rWer of we meesege N MI Ina wanded rweneni, ar the employ.. w 1190111 rest mnslble for dehvenng the message m me e""" rxll194 you Ore heleey noltied that any disseminajNm. disoibudon or copyhlg al '"Is Om lmualoahOn u emNy grohibiled. It yoV have ncemed IhN commumeeean in orrw, pba[e nadh us btmw4roly by lefWwa, errd return the orlglnal message 10 Va al"ebGve address via Are U.S. POM Service Jun 20 03 12:10p McShane Construction 508 428 8508 P•3 Copy both sides of It is Elevation Certificate for (1) community official. (2) Insurance agere2omo2try, and (3) building owner. OtRAEN 5 if attachments SECTION E - St. ILOING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BEE) For Zone AO and Zor e A (without BFE)• complete Items Et, through & If the Elevation Certificate Is intended for use as supporting information for a LON A or LOMR•F, Section C must be completed. Et. Building Diagram Number _ (Select the building diagram most slmllar to the building for which this cerdfipale is being completed - see pages 6 and f If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bol torn floor (Including basement or CM103Ure) of the building IS 1_Ll R(m)' I—I—Gn.(cm) I —I above or 1_1 below (check one) the h ghest adjacent grade. (Use natural grade, if available.) E3. For Building Olap am ; 6-0 with openings (see page 7). the next higher floor or elevated poor (elevation b) of the building is L_LI fli L_I._(in(cm) above the highest adjacent grade. Complete Items C3A and C3.i on front of form. E4. For Zone AO onl; If no flood depth number is available. is the top of the bottom Moor elevated in accordance with the community's SECTION F - PROPERTY OWNER The property owner - N owner s authorized representative who completes Sections A, B, C (items C3.h and C9.i only), and E for Zone A (without a FEMA•ise fed or rommunity-issued BFE) or Zone AO must dgn here. The statements In Saettons A, B. C, and Ewe correctin the best �of my Imowl sd e. �RRbP'Ef1Nb➢P'7ER'r .`� ;`41TCibR1�EPSlES NTA V SHAM AD 5TATF. ZIP COO G T TE TELEPHONE COMM�TG__ The local Official who is auttnonzed by law or ordinance to administer the community's fioodplain management dtdiname can Complete Sections A, 8. C (or E:I, and C of this Elevation Cenifeale. Complete the applicable ilem(5) and sign below. G 1. 1-1 The informal, in in Section C was taken From other documentation that has been signed and embossed * a licensed surveyor, engineer, or wchitecl who is authorized by state or local law to certify elevation information. (Indicate the source and dale of the elevation dais in the Comments was below.) G2. 1_1 A community official completed Section E for a building located In Zone A (without a FEMA-issued or community.issued BFE) or Zane AO. G3.1_1 The following information (Items G449) is provided for community noodplain management purposes. G7 T11Ls permit has t ten issued tor: 1_1 New Construction 1_1 Substantial Improvement G8. Elevation of as-b-.ill lowest floor (including basement) of the building is: _ _ h.(m)Datum; G9. BFE or (in Zone F 0) depth of flooding a1 the building site is: _ -_ _ fl.(m) Datum: _,_- LOCAL OFFI ACS NaME TIM COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ' 1 Check here if attachments FEMA Form 81-31, JI IL 00 Jun 20 03 12:10p McShane Construction 508 428 8508 p-4 FEOERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Elrptras July 31. 2002 ELEVATION CERTIFICATE SECTION A- PROPERTY OWNER INFORMATION - ) For lnsurince Company Use: ( Swte, andlor Bldg. No.) OR P.O. ail - RNJW Or ee A7*" I (—I NAO 1927 L-I NAD 1961 LI USGS OA d MW LI hints. MAP (FIRM] INFORMATION AAAP AND PANN 65. SUFFIX 66, FIRM INDEX B7. FIRM P Ba. FLOOD E FLOOD ATION( 1 NUMBER DATE EFFECTIVFIREVISEO DATE ZONES) (Iona AO, use depth d Reading) 2 ivulr, )� A Asjg2 x1Z142 A4 n I.n� Ilia Indicate the So.fce at the base Flood Elevation (BFE) data or base flood depth entered in 89. 1_I FIS Profile JKI FIRM 1-1 Community Determined Other (Describe): B 11. Indicate the etc ration datum used for the BFE in 09: IXl NGVD 1929 1_I NAVO 190E LI Other (Describe): 012. Is the building brcated in a Coastal earrier Resources System (CBRS) area or Otherwise Protected Area (OPA)7 IJ Yes X No Designation Dale: SECTION C - Cl. Building eievatb is are based ore 1_1Constnretlon Drawings' 1_ ,Building Under Construction' IXIFirushed Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. mudding Oiagran, Number —2� (Select pie building diagram most similar to the building for which this certificate is being Completed - see pages 6 and 7. if no diagram accurately represents the buRding, provide a sketch or photograph.) C3. Elevations— Zaree All AE, AM, A (with 5FE), VE, V7-V30, V (wilh BFE), AR. ARIA. ARIAS, ARIALA30. AR/AH, AR/AO Complete Items C3.e4 below according to the Wilding diagram specified In Item C2. State the datum used. If the datum is different from the datum used or the BFE in Section 0, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section 0 or Section G, as appropriate, to document the datum conversion. Datum 116111,Q__ Conversion/Commenm Elevation reterence mark used fe M - Q-14 Pk Does the elevation reference mark used *Wotan the FIRM? I Yes I No W a) Top of bouem poor (including basemertl or enclosure) in , n, IL(m) a Y b) Top of nee t higher hoar _��y D.. furs) "' a Cl c) Bosom of I nest horizontal structural member (V zones only) _ IL O d) Attached ; erage (top of slab) _ fi W 3 n e) Lowest elevation of machinery andlar equipment SIN servicing Ina building (Describe in a Commence area.) _ IL(m) it It f) Lowest adjacent (finished) grade (LAG) _$ Q mm) i g) Highest aclacent (finished) grade (HAG) 19 . IL(m) O h) No. of pennanent openings (hood vents) within 1 fl, above adjacent grade 0 i) Total area of all permanent openings (flood vents) in C3.h sq. in. (sq. cm) This redifiCoWn is oo be signed and Sealed by a lard surveys, engineer, or architect autfior¢ed by law to certify elevation intormadon. I candy that the inhumation in SeU,ons A, B, and Con this certificate represents my best efforts to uitaiWet the data available. APPLICATION FOR PERMIT TO DO GASFITTING 'G AIA67R1 4I,,v 46, TOWN c Al MAY 1 4 2003 Building AT Location a 1 Ro r- �e I-XvE New Renovation El Plans Submitted Yes ❑ No ❑ (OFFICE USE ONLY) Fee: $ 01) PERMIT NO. G r o3 " O 7 Replacement ❑ Date_ Owner's Name M,.ShavE �tnsaru�ho� Type of Occupancy (?49s icle-�fi,AL W U) m N U z 12 Q = y IX J cc 0 O m Z = W W Z m V) M F H W Q W O Z O O �' W~ Cn w¢ 2 z f- a p C> w W W M J Z a= 2 2 a rL M W F' W H S N 2 z Q W Q 2 H> m m z O z W O r0p x CC = o = U.: 3 o -A U¢> 8 W O t¢7 a IL SUB-BSMT. BASEMENT 1ST FLOOR 2ND FLOOR 3RD FLOOR (PRINT OR TYPE) Check One: Installing Company Name d Q'Nn PI,.,6;4 e Yet;akr ❑ Corp. Address C4& c,rrfe ❑ Partnership W/Irlil i mmti Firm/Company Business Telephone 509- +idR-oy Name of Licensed Plumber or Gasfitter INSURANCE COVERAGE: Check One I have a current liability insurance policy or its substantial equivalent. Yes Nf No ❑ If you have checked yes, please indicate the type of coverage by checking the appropriate box. A liability insurance policy 0 Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. I 0 Check One: Owner ❑ Agent ❑ Signature of Owner or Owner's Agent ' 1 1 3 003 L I3v I hereby certify that all of the details and informatfoni-ha u mimed✓' (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. azignature of Licensed Plumber or Gasfitter License Number TYPE LICENSE: ❑ Plumber ❑ Gasfitter ❑ Master Journeyman 11 TOWN OF YARMrOUTH II APPLICATION FOR PERMIT TO DO PLUMBING / (OFFICE USE ONLY) By ! C— Fee: $ 17J- ( 0 PERMIT NO. Building 2 Owner's AT Location Z� '��hCJ ��� Name /**27C S7Gr� onS�' Type of Occupancy tf Replacement ❑ Date New2l Plans Ruhmitted Renovation ❑ Yeses No ❑ Z Z Z z Z Y J Q H z O cc a 0w rn u~i s¢ a w rn Y ¢ 0. r` Q a¢ 3 O z¢ m¢ rn w 2 i Q W z o Q rn Z¢ G a c of LL ¢ W O F W Q N O ¢ ¢ J ¢ LL ¢ Q IV_- Q Q 2 N N Q Cn Q NILLI OJ Q¢ cc CC Q O Q F G 22 9 O 0 O C Q 3¢ m 0 Y J M I J 2 SUB-BSMT. BASEMENT 1ST FLOOR 2ND FLOOR 3RD FLOOR (PRINT OR TYPE) ^ r� Installing Company Name �� \J I I ✓� { Address S S ll,;4 Sn ,l e JG I P Check One: ❑ Corp. ❑ Partnership lam} ( j 7-&1 S / 1I J/ -5 iM" A-Rr JCo pany Business Telephone SOS 'tn D fFf 6 /�/ ' Name of Licensed Plumber `C r tT- N INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent. Check One: Yes ❑ No ❑ If you have checked YES, please indicate the type of coverage by checking the appropriate box. A liability insurance policy Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance voerage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Signature of Owner or Owner's Agent 1 hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. Check on Owner Agent Signature of Licensed Plumber Tor3� License Number Type: Master[] Journeyman Y OF k ...serKra P Building Location: Owner's Name: Owner's Address: TOWN OF YARMOUTH Building Department Town Hall Yarmouth, MA 02664 (508) 398-2231 ext.261 E Owner's Telephone: Plumber Name: License Number: Company Name: Company Phone: 00021 BARNES LN McShane Construction 00021 BARNES LN West Yarmouth MA 02673 Silva, Robert 20536 Bob Silva Plb & Htg (508) 428-0864 PERMIT TO DO PLUMBING WORK (OFFICE USE ONLY Recorded By: Ic PERMIT NO. P-03-485 Permit Fee: $95.00 Payment Type: Check Check Number: 1773 Issue Date: 3/19/03 Type of Work: New Comments: 2 water closet, 1 kitchen sink, 2 lays, 2 bathtubs,1 wash mach conn, 1 dishwasher, 1 HWT, water piping INSPECTION RECORD Date Note Progr s - Corrections and Remarks Inspector u- FPS T W r't n� %Z. ✓� 1 c �W -/f7-776 6;-� �z- Date Printed: 3/20/03 TOWN OF YARMOUT'H WATER DEPARTMENT 99 Buck Island Road West Yarmouth, MA 02673 Telephone: (508) 771-7921 • Fax: (508) 771-7998 Date : March 25, 2003 Name Mountain Village Ltd. Partnership Legal Address : 101 Crowell Rd. : W Yarmouth, MA 02673 Service Address : 21 Barnes Ln : W. Yarmouth, MA 02673 Assessor's Sheet # : 23 Certified Mail # : 7000 0600 0028 3346 6124 New Structure : x Existing Structure NOTICE Service # : 15039 Lot(s) # : 321 This is to advise you that the Town of Yarmouth Water Department or their authorized agents have installed a new water service or rehabilitated an existing water service at the above service address. Materials used during this installation are electrically nonconductive. Town of Yarmouth Water Department regulations prohibit the use of this water service as a grounding device for your electrical service. It is recommended that you contact an electrical contractor to ensure that your electrical service grounding is in compliance with Massachusetts Electrical Code, CMR, 527-12.00 Article 250. A copy of this notice is being forwarded to the Town of Yarmouth Wiring Inspector \n Dan Mills, Superintendent cc Wiring Inspector V File i Ill •tpF'-zz.rrx- or FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE L-j NAD 1927 L-J MAD 1903 area. O.M.B. No. 3067-0077 Expires July 31, 2002 L-I USGS Arad Map L-I SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP C�OMMUNR f NAME $ COMMUNFrY NUMBER 62 UNIY NAME B3. STATE YI M2-1Ab i rr lh .AAA 16 oe) 5 _ COA V-43ST B4. MAP AND PANEL B5. SUFFIX Be. FIRM B7 FIRM PANEL EFFECTIVE/REVISED DATE 8B. FlOOD ZONES) 69. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) NUMBER DATE 250015 )5 D 2 Z 810. Indicate the sot me of the Base Flood Elevation (BFE) data or base flood depth entered in e7. L_j FIS Profile bCj FIRM L_j Community Determined L_( Other (Describe): 811. Indicate the ele•tatlon datum used for the BFE in B9: Lkl NGVD 1929 L_I NAVD 1988 I -I Other (Describe): _ B12. Is the building I: cated in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? I -I Yes W No Designation SECTION C - BUILDING ELEVATION INFORMATION tSUNvtT Ntuurnwl C1. Building elevatio is are based on: L_ICOnstruction Drawings- I_IBuilding Under Construction• XIFlnished Construction •A new Elevatoor Certificate will be required when construction of the building is complete_ C2. Building Diagrarr Number 2_ (select the building diagram most similar to the building for which this certificate is being completed- see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zon es Al-A30, AE, AH, A (with BFE), VE, V 1430, V (with BFE), AR, ARIA, ARME, AR/AI-A30, AR/AH, AR/AO Complete Items ;3.aa below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used'or the BFE in Section B, convert the datum to that used for the BFE Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G. as appropriate, to document the datum conversion. Datum V ti_ Conversion/Comments Elevation refererice mark used •fG3 I G - I I- eA Does the elevation reference mark used appear on the FIRM? Ll Yes No (r a) Top of tart )m floor (including basement or enclosure) IO Id b) Top of ner. higher floor IS , -a- fL(m) O c) Bottom of! )west horizontal structural member (V zones only) tL(m) o 0 13 d) Attached Garage (top of slab) — ff•(rn) w W • ❑ e) Lowest elevation of machinery and/or equipment servicing tie building (Describe in a Comments area.) -- ft-(m) E X f) Lowest adji scent (finished) grade (LAG) A . -Q ft(m) 2 la g) Highest ad acem (finished) grade (HAG) 15 - Min) = y O h) No. of perr ianenl openings (flood vents) within 1 ft. above adjacent grade ❑ i) Total area cI all permanent openings (flood vents) in C3_h sq. in. (sq. cm) SECTION D- SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is ,o be signed and sealed by a land surveyor, engineer, or architect authorized by law to certiy elevation information. I ceRifv that the info rmation in Sections A. B, and C on [his certl(/cate represents my best efforts to interpret the data available. Z0 ln i UallTM V SaTsaog 09TC CC9 802 %Y3 CZ:bT CO/6T/90 IMPORTANT_ In the se spaces, copy the corresponding Information from Section A. For Insurance Company Liss: -PILL7GC�7 SECTION D - Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) building owner. COMMENTS SECTION E. BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zon a A (without BFE), complete Items Et, through E4. If the Elevation Certificate is intended for use as supporting information for a LOM 4 or LOMR-F Section C must be completed. Et. Building Diagram Number _ (Select the building diagram most similar to the building for which this Certificate is being Completed — see pages 6 and''. If no diagram accurately represents the building, provide a sketch or photograph") E2" The top of the but am floor (including basement or enclosure) of the building Is fL(m) I_I_lin_(cm) L_i above or I_I below (check one) the h ghost adjacent grade. (Use natural grade, if available") E3, For Building Diagl ams 6-6 with openings (see page 7). the next higher floor or elevated floor (elevation b) of the building is L_I-1 fL(m) I—L_fm"(cm) above the highest adjacent grade. Complete items C3_h and C3.i on front of form. E4. For Zone AO only If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's _ floodplain management ordinance? 1-1 Yes 1-1 No LI Unknown" The local official must certify this information in Section G. SECTION F- PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner t f owner's authorized representative who completes Sections A, B, C (Items Ci.h and CW only), and E for Zone A (without a FEMA-isel ied m community -issued BFE) or Zone AO must sign here. The statements in Sections A, B. C, and E are comectto the best armyknow6!d e. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRES A lvE"5 NAME ADDRESS CITY STATE 7JP CODE SIGNATURE DATE TELEPHONE 1_1 Check here If attachments SECTION G -COMMUNITY INFORMATION (OPTIONAL) The local official who I authorized by law or ordinance to administer the communitys floodplain management ordinance can complete Sections A, B, C (or E , and G of this Elevation Certificate. Complete the applicable Item(s) and sign below. G1. LI The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor. engineer, or; Irchitect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation date in the Comments area below_) G2. (_j A community 3fficial completed Section E for a building located In Zone A (without a FEMA-issued or community -issued BFE) or ZoneAO. G3. 1 I The following information (Items G4-G9) is provided for community floodplain management purposes. CC PERMIT NUMBER — rGS. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCFJOCCUP G7. This permit has bt yen Issued for: IYI New Construction L-I Substan0al Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ _ ft-(m)Datum: G9. BFE or (In Zone A O) depth of flooding at the building site is: _ fL(m)Datum: LOCAL OFFICIALS COMMUNITY NAME TELEPHONE SIGNATURE DATE IITS�9SI7\L4# i_ I Check here if attachments FEMA Form 81.31. JL L 00 REPLACES ALL PREVIOUS EDITIONS co [A 11811TA1V S9TSJOH 09TC CC8 809 %Ya CZ:fiT CO/6T/90 Jun 17 03 01:53p McShane Construction 508 428 8508 p.2 TOP OF FOUNDATION — EL 14.3 100 YEAR FLOOD PLAIN — EL 10 COMMUNITY PANEL 1250015 0005 D u e4 e. ESTIMATED SEASONAL HIGH GROUNDWATER — EL 5.5 %\6 RAWL SPACE MINIMUM ELEVATION OF CRAWL SPACE FLOOR — EL 70.0 J NOTE: FOOTINGS FOUNDATION WALL AND CRAWL SPACE SLAB TO BE CONSTRUCTED ACCORDING TO ARCHITECTURAL PLAN. SHARON� MALONE—JOHNSON. 16 APRIL 2000 L=I®AT. 21 IiARNE3 LANE YARNOUTH,MA PAMMEDFM MOUNTAIN VILLAGE LIMITED PARTNERS s(:fllx 17" _ EDWAFM L PESCE CIVIL tim ml Horsley & Witten, Inc. Environmental Service 00 Route GA Se#ard HN Son"tr mm:08 833.fi800 %x 506.633.3150 FACSIMILE COVER SHEET Horsley & Witten, Inc. Environmental Services Sextzint Hill 90 Route 6A Sandwich, MA 02563 TO: Building Dept., Town of Yarmouth FAX =f ; 508-398-2365 FROIA: Ann Boguckl DATE: 6119103 COM RENTS: Telephone:508-833-6600 Facsi m i I e:508-833-3150 PAGES: 3 Attached is a completed FEMA Elevation Certificate for 21 Barnes Lane in West Yarmouth. We will send the signed original to your office by mail. Please call us if you have questions. This mass aga Is Intended only for the use of the indMdusl or entity to which it Is addressed, and may contain inform Pion that Is ofidoged. confidant; I and "empi from disciosure under applicable law, g the reader of this message is not the intended reciplenl, or the employee or agent res; onsible for delivering the message to the intended reciplani. you are hereby notified that any dissaminallon, distribution or copying of this =I munlradon Is strictly prohMeA. If you have received this communication In error, please rotily us inmedtasely by telephone, and return the trlgllfal message to us at the above address via the U.S. Postal Service. TO [A IUOIaT6iV 6aTss0g OSTC CC8 809 YV3 CZ:6T CO/6T/90 w, TOWN OF YARMOUTH Building Department BUILDING (508) 398-2231 ext.261 F PERMIT NO b-03-552.-' PERMIT .� m ISSUE DATE _12I10/02_ _ ; PROPOSED USE- P 'V1 APPLICANT ALEXANDER MITROKOSTAS TRS � aI WEATHER CARD PFPMIT TO ' New Construction ' nvvn�__ ___ ____ _ __ ________ __---_--.--- ___ __ __ __ AT (LOCATION) 100021BARNESLN \ ZONING DISTRICT R-25 SUBDIVISION MAP LOT BLOCK 1023.321 BUILDING IS TO BE USE GROUP R-4 LOT SIZE I CONST TYPE 5-B new construction: 2 baths, 3 bedrooms, 1 diningroom, i bar garage, 1 kitchen, 1 laundry room as REMARKS per plans dated 12103/02. CONTR'S OO1fi08 LICENSE CONTR'S NAME McShane, John AREA (SO F) EST COST ($ J$180.000.00 PERMIT FEE ($) 1$671.00 OWNER ALEXANDER MITROKOSTAS TRS ADDRESS 1101 Crowell Road NxA I BUILDING DEPT BY Certificate Issue Date �o CI o T CERITIFCATE of OCCUPANCY Depa ental Approval for Certificate of Occupancy and Compliance Inspector Date Permit Number A roved By Remarks BUILDING 6-9 4 - JL-d PLUMBINGIGAS ELECTRICAL OTHER l7QS ' RO N? cix OTHER _ �, LZ To be filled in by each division maicatea nereon upon compieaon or rrs midi uispwurar. TOWN OF YARMOUTH Building Department BUILDING V9A,0 (508) 398-2231 ext.261 PERMIT PERMIT NO 03-552__ ISSUE DATE :_ _12/10/02_ _ : PROPosEDusE _ _ . _ _ _ _ _ APPLICANT ,ALEXANDER MITROKOSTAS TRS JOB WEATHER CARD ADDRESS •101 Crowell Road-- _ _ _ _ _ _ _ _ _ _ _ _ _ PERMIT TO ;_ New Construction_; AT (LOCATION) 100021BARNESLN ZONING DISTRICT R-25 I SUBDIVISION MAP LOT BLOCK 023.321 BUILDING IS TO BE USE GROUP R-4 LOT SIZE CONST TYPE 5-13 CONTR'S 001608 new construction: 2 baths, 3 bedrooms, i diningroom, 1 bar garage, 1 kitchen, 1 laundry room as REMARKS per plans dated 12/03/02. \REA (SO FT) EST COST ($ $180,000.00 PERMIT FEE OWNER ALEXANDER MITROKOSTAS TRS ADDRESS 1101 Crowell Road BUILDING DEPT BY INSPECTION RECORD LICENSE CONTR'S NAME McShane, John FIELD COPY Date Note Progress - Corrections and Remarks Inspector -3- 0 3 o,L I -2S• 03 O �1 v PC- 1ne 1s1 4 1 -63 O 4 i'1: : LV .oONE & TWO FAMILY ONLY - BUILDING PERMIT APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING ` o y Town of Yarmouth Building Department 1146 Route 28 • Yarmouth, MA 02664-4492 Tel: (508) 398-2231 x261 • Fax: (508) 398-0836 ^_r Office Use only Planning Board fnformatiort - Assessors Department information ... Lor Permit Noa � Pe�mitFee h$��f. Endorsement Date r ecordfngJ)ate �� New r DeposltRecd;; $ ate - 14fropenyDimensions ` --yJLL ��jj' �'�tnt Net Dlle �� ��1 •�`^ �' ather fntArea (sf) Fronlagejft) l;overage_ f�t� � ;Tt11S:SE000rF-t0!'.OttiCe,- Bu11ri Permit �iuriber Dateassued Certfieate fO loccupanc Signature (%` i , ul re not eq Section L-`Site Intoimatfort Use Group: R-4 T e: 5-B 1.1 Property Address: 1.2 Zoning Information: 12 - Z 5 3F ssnE�nia� Zoning District Proposed Use j�l>=.S T �An lvJ�/_)7ifi 1.3 Building Setbacks (ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 15'lh 30� Za SI=1" 1A Water Sunpty, (b1.G.L c. 40. S 54) 1:5 Float Zone lnfgrnahc - r (Fublic> Private SZorie:' BFE 5echon2-_Property;0_wnershi61 thorizedAgent 2.1 Owner of Record: L1MITED��TIJ (J.ttoUTA z M NTAW VII%AGE S O CrjWg; Nam ) SPy o /`t rT/LoK�S-T�t� Mailing Address SI5-77/-0672 Signature 0 Telephone 2.2 Authorized Agent: Coh5t. Gi.%-"c. P-0.g O5-tero1l19 rt�. o MC-sl%-K' Name ( ' t) �j 1 Mailing. Address �1/ 50A-4Z.�rt-�S_ Si nallide Telephone Section 3 Construction Sen%ices 3.1 Licensed Construction Supervisor. Not Applicable ❑ S a 5N IZ NOV By License Number 9 - TF� viMe �� Add re G Sc)�-�!�-e on Expiration Date Signature I Telephone ' I2 // u03 3]2 Registered home Improvement Gontracfor'; Company Name Not Applicable ry License Number Address Expiration Date Signature Telephone 5-, 7L] 9-15-99 1 of uV_m -1l Section 4 -Workers'Compensation. Insurance Affidavit (t,1.G.L. c 15ZS 25C (6); Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes .. x.... No .......... Section 5 - Description of. Proposed.Work (check aB,appGcable); New Construction f No. of Bedrooms 3 1 No. of Bathrooms �— Existing Bldg. ❑ Repair(s) ❑ I Alterations ❑ I Addition ❑ Accessory Bldg. ❑ Type Demolition Other Specify - Brief Description of Proposed Work: Ch 38e 2, A--rA ? !lGA ! o-YU C V A7Td C Costs? Section 6 Estimated Construction Item Estimated Cost (Dollars) to be Check Below ❑ Conservation -Commission Fling (d applicable) ❑ Ol d Kings Highway & Historical Commission approval completed by permit applicant 1. Building 5 2. Electrical 2 2 3. Plumbing / Gas 2z Too 4. Mechanical (HVAC) _ 5. Fire Protection (if applicable) 6.Total=(1+2+3+4+5) o0 7 Total Square Ft. (new houses & addbons) Section 7a - Owner Authorization - To be Completed When Owner's Agent or ContractorApplies for Building Permit 1 ; py12, AlT/-eo,e-S i 47 5 , as owner of the subject property hereby authorize 8A,SA ECILIS-rV-021 pyt to act on my behalf, in all rs relative to work authorized by this building permit application. x y- o 7— Signature of cWner Date Section 7b w CwnedAutnorizedAgent Declaration- 1 9C JXANF , asiDwoeraAuthorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print name 111 Signature of er/Agent Date 9-15-99 2 of For Office Use Only Permit No. Date TOWN OF YARMOUTH AFFIDAVIT Home Improvement Contractor Law Supplement to Permit Application MGL c. 142A requires that the `reconstruction, alteration, 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 structures which are adjacent to such residence or building' be done by registered contractors, with certain exceptions, along with other requirements. IR Type of Work: ✓1 ems. Est. Cost Address of Work o', (r h P S L✓1 . Owner Name: Mo.,ri�, 0104� Lt-,,+Z i? f4nQ.dS Date of Permit Application: 1 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 Other (specify) 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. Signed under penalties of perjury: I hereby apply for a permit as the agent of the owner: I I /%-L-S k�. Cc,, S7 • o o l6 0 8 Date Contractor Name Registration No. X' Notwithstanding the above notice, I hereby apply for a permit as the owner of the above property: Date Owner Name __ i V W n V I i n n let v rJ l t i B L I L D IN G D E P A R T At E N T PLEASE PRI.VT: Job Location. _ CONSTRUCTION SUPERVISOR FORM 21 Lane Street Owner of Property: Mountain Village (Limited /Partnners a Construction Supervisore��AA1P ( "IA),S /. (912'.ne Name License Address: %'ilia!ze Licensed Designee: License No. (If other than Supervisor) Name Phone No. 2.15 Responsibility of each license holder: 2.15.1 The license holder shall be fulh• and completely responsible for all work for which he is supervising. He shall be responsible for seeing that all work is done pursuant to the state building code and the drawings as approved by the building official. Q C 2 TI C L.1 shall be 1- �.1.,.� „;e „tense ,,.,,der s„a,l �� responsible to supervise the construction. reconstruction, alteration. repair. removal or demolition involving the structural elements of building and structures only pursuant to the state building code and all other applicable laces of the commonwealth, even though he, the license holder. is not the permit holder but only a subcontractor or contractor to the permit holder. 2.15.3 The license holder shall immediately notify the building official in writing of the discovery of am• violations which are covered by the building permit. 2.15.4 Arty licensee who shall willfully violate subsections 2.15.1, 2.15.2 or 2.15.3 or any other section of these rules and regulations and any procedures, as amended, shall be subject to revocation or suspension of license by the board. 2.16 All building permit applications shall contain the name, signature and license number of the construction supervisor who is to supervise those persons engaged in construction, reconstruction. alteration• repair, removal of demolition as regulated by section 109.1:1 of the code and these rules and regulations. In the event that such licensee is no longer supervising said persons. the work shall immedia[ele cease until a successor license holder is substituted on the records of the building department. 2.17 The license holder shall be responsible for requesting all required inspections. Failure to do so may be deemed a violation of the permit conditions. I have read and understand my responsibilities under the rules and regulations for licensing construction supervisors in accordance with section 109 1.1 of the state building code. I understand the construction inspection procedures and the specific inspection as called for by the building official. INSURANCE COVERAGE. I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL Ch.152 Yes Z No :i , If you have checked yes, please indicate the type coverage by checking the appropriate box. A liability insurance policy A I Other type of indemnity :1 Bond OWNER'S INSURANCE WAIVER: I am aware that the licensee does riot have the insurance coverage required by Chapter 152 of the Mass. General Laws. and that my signature on this permit application waives this requirement. Check one: Owner Agent Signature of owner ar Owners Agent Signature: `+ r/ ' — Building Official Approval: I �jI VV JLS u' ." t Yl :�� J.VJL IILILDING DEPARTMENT BUILDING PERMIT APPLICATION SIGN OFF Applicant: Mountain Village Limited Partners Building Permit No.: Address: 101 Crowell Road, West Yarmouth, MA Tel. No.. Date Filed: 21 BarnesLane, W. YarmouthMap No.. 023 Lot No.. 321. Bldg. Site Location. MA The following information outlines the procedural steps required to obtain a permit to build, alter, or add to a structure within the Town of Yarmouth. The Building Department will determine compliance to the following: (A) Zoning Requirements (B) Historical Districts (C) Flood Zones. The Building Department will be responsible for assisting the applicant through the following departments: RESIDENTIAL AND/OR COMMERCIAL BUILDING WATER DEPARTMENT: Determines Compliance of Water Availability. (applicant to obtain) ENGINEERING DEPARTMENT: Determines Compliance for Parking and Drainage. CONSERVATION COMMISSION: Determines Compliance to Wetlands Acts; i.e., If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Oceans, Bogs, Bays, Marshland, Etc. HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations: i.e., Requirements for Septage Disposal and other Public Health Activities. FIRE DEPARTMENT: Determines Compliance to State and Town Requirements for Personal Safety, Property Protection; i.e., Smoke Detectors, Sprinkler Systems, Etc. ---------------------------------------- The following Departments must sign off, in the respective order, prior to building inspector issuing the required building permit. REVIEWED BY: 1. WATER DEPARTMENT: DATE: N/A: 2. ENGINEERING DEPARTMENT: DATE: N/A: 3. CONSERVATION: DATE: N/A: 4. HEALTH DEPARTMENT: DATE: N/A: INDUSTRIAL AND/OR COMMERCIAL PERMITS 5. WIRING INSPECTOR: DATE: N/A: 6. PLUMBING INSPECTOR: DATE: N/A: 7. FIRE DEPARTMENT: DATE: N/A: PLEASE NOTE All stumps and/or brush must be disposed of at an approved site. COMMENTS: 8/99 Applicant Signature Date a+s\ The Commonwealth of Massachusetts Department of Industrial Accidents ofJleea/leraff atiiis 600 Washington Street Boston. Mass. 02111 c v " Workers' Compensation Insurance Affidavit ntinform -ti--• PlessePRIl i>itr �m _7r3 l J location, Zl ATL,L 5 C.AAJ;r 1 am a home µHer pertorming all work myself. u I am a sole proprietor znd h3ie no one %%orkine in any capacity I am an employer pro%iding workers' compensation for my employees workine on this job. (n c t e ('nn D.tpp�/�/'� rota nan%n/ ame � / /)H//1 S/U/'f/On% C,'o //JC address H//z W4 Q z3OX L c% C )� ire/U/ Ile) /7A O =ZGS.s" cheese M• SO F `/�� /1'urD d [I I am a sole proprietor _eneral contractor, or homeowner (circle one) and ha%e hired the contractors listed beioµ %%ho ha%e the foIlu%%in2 %%orkers compensation polices: m anv nam : w nn insurnncc to lice B om anv nam •An!= taatnoau uccv. u Failure Insecure coverage as required unaer Secnon 23A of MGL 152 cea lud to the ttapouaoa of enmiaal penaltlu of a fine np to •■ or one years' imprisonment as well as civil penalties in the form of a srOP WORK ORDER and a fine ofSI00.00 a day against ma I understand that ■ copy of this statement may be forwarded to the Ogee of Investigations of the DIA for eovenge verification. I do hereby certify under the pains and penalties of perjury that the information provided above is tme and correct Print name / /a d ;p �s O F y2,r Ssfo_ official use onl) do not write in this sees to be completed by city or town OMcial YARMOUT71 permitAicense a nBuilding Deparimeat city or town: _ Licensing Board 261 ❑Selectmen's Omer check if immediate response is required r-lHealth Department phone»:_ (508) 398-4231 eat. r•t0ther contact person: -- ......ea �• pl.. TOWN OF YARMOUTH 1146ROUTE28 SOUTHYARMOUTH MASSACHUSETTS026644451 Telephone (508) 398-2231, ExL 261 — Fax (508) 398-2365 BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT BUILDING ELEG MCAL GAS PLUMBING SIGNS Pursuant to M.G.L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 111.5, I hereby certify that the debris resulting from the proposed work/demolition to be conducted at 21 -SARIJFS L&I./l)05T VAP-Pd-TM Work Addresh is to be disposed of at the following location: ATL.AM-r iG AlaF9'/6 5L1< zg!:'"56?vres fin, S,waec.ucQ Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. /' Signature of Applicant Permit No. Date • i I IN TOWN OF YARMOUTH ? (OFFICE USE ONLY Building Department = Town Hall Recorded By: IC Yarmouth, MA 02664 (508) 398-2231 ext.261 Permit Fee: $0.00 Deposit Rec: $50.00 B BUILDING PERMIT Payment Type: Check ChkNo.: 15226 Net Owed: ($50.00) APPLICATION RECEIPT Application Date: 11/6/02 Issue Date: Temp Permit No.: T-03-234 Expiration Date Applicant Name: John McShane Comments: Location: 00021 BARNES LN new construction: Owner's Name: ALEXANDER MITROKOSTAS TRS .r+f o� ZONING r• r r.JVtU � Owner's Addres 101 Crowell Road West Yarmout MA 02673 Owner's Telephone: (508) 771-0672 This is NOT a building permit. Application subject to plan review. Contact Building Department for permit status. Official Building Permit will be issued upon plan review completion, approval, and complete payment of Net Owed on Permit Fee. Date Printed: 11/7/02 % G + �. � Building Site Location: Proposed Improvement: a3� TOWN OF YARMOUTH BUILDING DEPARTMENT BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF TRANSMITTAL SHEET Map No: Q 3 Lot No: —_3�?-L II Address: (/ �0 /�d x yfl/ � Tel.No.:_ q-? $ 9,51011 Date Filed: The Building Department will be responsible for assisting the applicant by dispatching your plans and or application to the following applicable departments. RESIDENTIAL AND/OR COMMERCIAL BUILDING WATER DEPARTMENT: Determines Compliance of Water Availability and or existing location. ENGINEERING DEPARTMENT: Determines Compliance for Parking and Drainage. CONSERVATION COMMISSION: Determines Compliance to Wetlands Acts; i.e., If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Oceans, Bogs, Bays, Marshland, Etc HEALTH DEPARTMENT. Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. FIRE DEPARTMENT: Determines Compliance to State and Town Requirements for Personal Safety, Property Protection; i.e., Smoke Detectors, Sprinkler Systems, Etc. REVIEWED BY: 1. WATER DEPARTMENT: DATE: N/A: 2. ENGINEERING DEPARTMENT DATE: N/A: 3. CONSERVATION: DATE: N/A: 4. HEALTH DEPARTMENT: DATE: N/A: INDUSTRIAL AND/OR COMMERCIAL PERMrrS S. WRING INSPECTOR: DATE* W/A- 6. PLUMBING INSPECTOR: DATE: 7. FIRE DEPARTMENT: COMMENTS: RECEIPT OF COPY* PLEASE NOTE SIGNATURE OF APPLICANT. DATE: Wbite oopy- Budd"tng Dept.- Pink copy - Water Dept - Ydim Copy -HaM Dept. - Pink Copy -Entering Dept - Goldeemd- Fite UeIaCoarvadon 4 L` 'r R=pf'��triq�o TOWN OF YARMOUTH H O BUILDING DEPARTMENT � BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF TRANSMITTAL SHEET Building Site Location: Proposed Improvement: No: 2 3 Lot No: 3V- L Address: (/ �� %3O� va y Alt4tq� Tel.No.: WFi flSO(/ Date Filed: / b,2 �� 6�Ss The Building Department will be responsible for assisting the app (cant y dispatching your plans and or application to the following applicable departments. RESIDENTIAL AND/OR COMMERCIAL BUILDING WATER DEPARTMENT: Determines Compliance of Water Availability and or existing location. ENGINEERING DEPARTMENT: Determines Compliance for Parking and Drainage. CONSERVATION COMMISSION: Determines Compliance to Wetlands Acts; i.e., If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Oceans, Bogs, Bays, Marshland, Etc HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements 1 For Septage Disposal and other Public Health Activities. FIRE DEPARTMENT: Determines Compliance to State and Town Requirements for Personal Safety, Property Protection; i.e., Smoke Detectors, Sprinkler Systems, Etc. REVIEWED BY: 1. WATER DEPARTMENT: DATE: N/A: 2. ENGINEERING DEPARTMENT: DATE: 3. CONSERVATION: DATE: N/A: 4. HEALTH DEPARTMENT: DATE: / dZsl/A: INDUSTRFAL AND/OR COMMERCIAL PERMITS 5. WIRING INSPECTOR: DATE: N/A: 6. PLUMBING INSPECTOR: DATE: 7. FIRE DEPARTMENT: PLEASE NOTE COMMENTS: RECEIPT OF COPY SIGNATURE OF APPLICANT: DATE: Whitecopy-Buildng DepL- Pnkcopy -WaterDept. - Ydlow Copy-Heahh Dept. - Puck Copy -Engineering Dept. - Goldenrod -Fire DeptAConvavation x� U3- a3y TOWN OF YARMOUTH BUILDING DEPARTMENT Building Site Location: Proposed Improvement: /i BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF TRANSMITTAT. SIRRET No: � 3 Lot No: 3,;- L Address: ✓ /� l r>/ �/� 1 I � i Tel.No.: y9 `f SuD Date Filed: // b/ G ,Z The BuildingDepartment will be responsible for assisting the a 1 G S Dep po g pp icant by dispatching your plans and or application to the fallowing applicable departments. RESIDENTIAL AND/OR COMMERCIAL BUILDING WATER DEPARTMENT: Determines Compliance of Water Availability and or existing location. ENGINEERING DEPARTMENT: Determines Compliance for Parking and Drainage. CONSERVATION COMMISSION: Determines Compliance to Wetlands Acts; i.e., If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Oceans, Bogs, Bays, Marshland, Etc HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. FIRE DEPARTMENT: Determines Compliance to State and Town Requirements for Personal Safety, Property Protection; i.e., Smoke Detectors, Sprinkler Systems, Etc. e-------------------- -------------------------------------------------------------------------------------------------------------------- REVIEWED BY: 1. WATER DEPARTMENT: 1 e /Y �kL�� DATE: — P V 1— N/A: 2. ENGINEERING DEPARTMENT DATE: N/A: 3. CONSERVATION: DATE: N/A: 4. HEALTH DEPARTMENT: DATE: N/A: INDUSTRIAL AND/OR COMMERCIAL PERMITS 5. WIRING INSPECTOR: DATE: N/A. 6. PLUMBING INSPECTOR: DATE: N/A: 7. FIRE DEPARTMENT: PLEASE NOTE COMMENTS: RECEIPT OF COPY: SIGNATURE OF APPLICANT Wbite copy-Bufldmg Dept- Pink copy - Water Dept. - Yellow Copy -Haft Dept. - PM Copy -Engineering Dept - Goldmwd- Fire Deq/Comcvatim r TOWN OF YARMOUTH WATER DEPARTMENT 99 Buck Island Road West Yarmouth, MA 02673 Telephone: (508) 771-7921 • Fax: (508) 771-7998 Date of Issue : Nov 8, 2002 Letter of Water Availability 1. Single Family Dwelling X 2. Duplex Family Dwelling 3. Condominium Dwelling 4. Commercial / Industrial 5. Other (Specify) Reference; Massachusetts General Laws Chapter 40, Section 54 To : Town of Yarmouth Building Inspector Please be advised that the Town of Yarmouth Public water supply is available to service lot/parcel(s) 321 Street 21 BARNES LANE as shown on Assessors sheet/map # 23 Issuance of this Letter of Availability is subject to the following provisions/restrictions. (1) The property owner agrees to comply with all Federal, State, and Local Laws, Rules and Regulations as they pertain to the use of the Public water Supply. (2) The Yarmouth Water Department shall have exclusive rights as to the size, number, type and location of all water service lines, fire service lines or appurtenant items connected to the water distribution system. (3) The Yarmouth Water Department reserves the right to require, at the property owners expense, the installation of water mains and appurtenant items to meet water demand requisites within any structure relevant to this Letter of Availability. (4) This Letter of Availability will expire 180 days from the date of issue. I have read and understand the provisions/restrictions of this Letter of Water Availability. Owner (S Reference ALEXANDER MITROKOSTAS C/O JOHN MCSHANE : PO BOX 429 : OSTERVILLE, MA 02655 Yarmouth Water Department Am Z MAP/LOT 2 3 -_ 3 21 W.":i ADDRESS__21__ _L ARM ES LANE ------------ PLAN INFORMATION TYPE --- K- N = R '- -- ------ ---- -- ENDORSEMENT DATE RECORDING DATE ASSESSORS PLAN # ---�-�- I�'i--------- --- - PLANNING BRD. - -- PLAN. BRD. BRD. RELEASE .___ A_ii ------------ - - '-i�b3-a3v Building Site Location: Proposed Improvement: TOWN OF YARMOUTH BUILDING DEPARTMENT l BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF TRANSMITTAL SHEET i, /�0 No: .23 Lot No: 3.;Z-L Te1No.: y,? $ ? 50a Date � 26�Ss. The Building Department will be responsible for assisting the applicant y dispatching your plans and or application to the following applicable departments. y-79 RESIDENTIAL AND/OR COMMERCIAL BUILDING n WATER DEPARTMENT: Determines Compliance of Water Availability and or existing location. ENGINEERING DEPARTMENT: Determines Compliance for Parking and Drainage. CONSERVATION COMMISSION: Determines Compliance to Wetlands Ads; i.e., If Lots) Border any Type of Wetlands, Streams, Ponds, Rivers, Oceans, Bogs, Bays, Marshland, Etc HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. FIRE DEPARTMENT: Determines Compliance to State and Town Requirements for Personal Safety, Property Protection; i.e., Smoke Detectors, Sprinkler Systems, Eto. ------------------------------ REVIEWED BY: I. WATER DEPARTMENT DATE: 2. ENGINEERING DEPARTMENT: �� ,..,��_DATE_ 3. CONSERVATION: DATE: 4. HEALTH DEPARTMENI`. DATE: N/A INDUSIRiAL�/OR COMMER�PERMIT'SCOMMER�PERMIT'S 5. WIRING INSPECTOR: DATE: 6. PLUMBING INSPECTOR: DATE: 7. FIRE DEPARTMENT: nATF- COMMENTS: RECEIPT OF COPY: PLEASE NOTE T SIGNATURE OF APPLICANT. DATE: White mvr- Bulldog Dept - Plot copy -Water Dept. - Ydbw Coat- Health Dept -_Pot COW -E iPL CoUctrod- Fit DepW=9wvadoa TOWN OF YARMOUTH BUILDING DEPARTMENT PLAN REVIEW & BUILDING PERMIT APPLICATION REVIEW NOTES ADDRESS: 4/ 8'gleNr-5 l,V, lv. Y, Map / Lot: ;)..313a-1 Date of Initial Review: ��/y/p v Other: Approval Date: Inspector: �I9i2 NOTES:) `NSTAGG [3smT 141""z P:�F2 GlL GU�e0m-r2oc1--Uo-,n7rExv4nsravTo...rir��c�2,4ize..a li t n�nra q- t'l1r,v. G r/9,� POLY uxAt2 4c.t3 bK o1c 4 v1Ga� r47a /'Y/,N. Fou,t�c/� C'2r}w�, $'Yac¢ ✓�-r�rs 3Ut/Ltrj /{a ph.rLR�s<vrcy 2o+r.. koTS�u x ;LttPFt v t& ,LEFT- Vol DO- g/K fro7- - To C'o Dt - RCF, LrOD Sec.'JGv3.G.<I.2%>' -caD NlgTUYLgcrt L trT 396'X og=3/.jp'REa'D gyyG jViHacas Aojjor so", X a = �Ly Opp a.-Yac V1,gDaw S kyl ,!�/ rq Fa>L /7iP`G, LUme.�.2- O� G) ONZ-5G> Se f 1,4,4-n. 5 iv, s 0/11� Zoning Denial (if applicable): Section 104.32, para. Change, Extension or Alteration (pre-existing, nonconforming) The proposed -- requires a Special -Permit from-the-ZonmgBoard-of Appeals-. Building Code Denial (if applicable) Rev. 11-01 32 An Intrnriuctinn try V2rSa— m F`Kcoduc s TAM__ � e._ .. __a. Tie___ T Y1r111i1liliilfiiYiK1Y1.,g'-:.::.... ..�..�...9-1�•,...2 ...... Z..:1. design. They are excellent as floor and roof framing supports or as headers for doors, windows and garage doors and columns. Because they have no camber, Versa -Lam LVL products provide flatter, quieter floors, and consequently, the builder can expect happier customers with significantly fewer call backs. VERSA -LAM BEAM ARCHITECTURAL SPECIFICATIONS Scope. This work includes the complete furnishing Fabrication: VErsaiam.beams.shalLbe.manufactured and: instaIIation of all Veisa Lamlieams as shown on in a plant evaluated for fabrication by the governing the drawings, he�rei�ns�pecified and irecessaT� complete o wor t tk rvision ofa. code evaluation service and under the su� - — -- third party inspection agency listed by the Materials: Southern Pine veneers, laminated in corresponding evaluation service. a press with all grain parallel with the length of the member. Glues used in lamination are phenol Storage and Installation: Versa -lam beams, if stored G..."...e1.1:.r"3..io n 'n,...s.e."eaa nvM '!-hr•.. prior to erection, shall be stored on stickers spaced a - adhesives which comply with ASTM D2559. P Y - - maximum of 15 ft apart Reams shall be stored on a Design: Versa -Lam beams shall be sized and dry, level surface and pmtected from theweather. They detailed to fit the dimensions and loads indicated on shall be handled with care so they are not damaged. the plans. All be is accordance with sdevelo a ..allowable values developed in accordance with ASTM a Versa -Lam beams are to be installed in accordance with D5456 and listed -fit the governing code evaluation the plans and Boise Cascade's Installation Guide - service's report and section properties based upon -•- - a�;c. R.L y(�C �-�- -• ��r •ez. of the Versa -Lam beams by complete calculations shall beyond design limits are not permitted: Erection bracing be available upon request shall be provided to assure adecpuate lateral f Drawings: Additional detail necessary for de te NOV 12 2002 Notes 1. Square and rectan �ar holes are not permitted. y 2. Round holes may be drilled or cut with a hole saw anywhere within the shaded area of the beam. support or the mdtvrduel beams and the enfire system iyout and until the sheathing material has been applied. mentin Codes:: - Versa -Lam beams shall be evaluated by a model code evaluation service. See Note 3 1/4 Depth 112 Depth 3. The horizontal distance between adjacent holes must be at least two times the size of 1l4 Span the larger hole. This restriction also applies totheloration.ofaccessholes ralative to - bolt holes in multi -ply beams. End Bearing 4-Do not drill more thao.threeaccessboles.io any four foot long section of beam. 5. The maximum round hole diameter permitted is: 5.5" 4V 7.25" 1"r. 9.5' 11.88" 14" 1 �" 20" 1' 1/3 Interior Bearing governed by the provisions of the NationaI Design Spedfimfion• ^ for Wood Construction. 7 Beams deflect under load. Size holes to provide clearance where required. --_ --�cc--' �e --- - holes, contact contact Boise Cascade Engineering. Ti- ,.,.<.,,r,-rtr_, 0-1 .,,-l- V..-a.. T=,.,, .•1-,.-..,,_l.r ❑,r,,. 1,;F,1,11- ..,7t.1,1� r.,-, 4 none of the deep checks, cracks or twists that can Versa -Lam 2200 Column Table Allowable Axial Load (Lbl 100% Load Duration 11M 1.1. rl. 4 15,160 16,600 17.465 22,700 24,860 26.160 5 12,655 13,555 14,080 18,990 20,345' 21,135' 6 10,385 10,970 11,305 15,590 16,465 16,970 20,790 21,955 22,635 33,340- 36,540 38,450 7 8,555 8,955 9,185 12,340 13,440 13,785 17,125 17,925 18,385 29,745- 32,105 33,495 8. 7,125 7,405.. 7,570 10,690. 11,115 11,360: 14,260. 14,825f 15,155 26,200-:27.940... 28,955.: 34,950: 37,265 38,620 - 9. 6,000-. 6,210 6,330 9,005 9,320 :9,500 12,010- 12.430 12.670 22,995.. 24.310 25,075 30.675 ... 32,425. 33,445 - 100. 5,110 5,270 5,360 7,675 7,910 8:045 10,235 10.550-. 10,730 20,220 - 21,235 21,825 26.970 28.325 29,110 11 4,400 4,525 4,595 6,605 6,790 6,895: 8.810 9,055 9,195 17.850._. 18.650 19,115 21810 24,880 25,495 - 12 3,825 3,920 3,975 5,740 5,685 °. 5.970 7.660 7.850 7,960 15,830 16,475 16,850 21.120 21,980 22,475 13 3,355 3,430 3.475 5,035 5,150 5,215: 6,715 6.870._. 6,955 14,115 14,640 14,945 18.830L 19,530 19,935 14 2,960 3,025 3,060 -4,445 4,540 4,595 5,930 6,055 6.130 12,650 13,085 13,330 16,875 17,450 17,785 33,415 35,020 35,950 15 11.390 11,750- 11,960 15,195__15.675 15,955 30.490` 31.845 32,630 •. 16 10,305 10,610 10,780 13,745- 14.150 14,385 27,900 29.050 29,715: 17 9,360 9,620 9,765 12,490 12,830 13,030 25,600 26,585 27.155 y; 18 8,540 --. 8,760 8,885 11,390 11.685_:11,855- 23,560 24,405 24,900 a 19 7,820. 8,010 8,115 10,430- 10,685 10,830 21,740 22,475 22,900 '. 20 7,185 7,345 7,440 9,580 9,800 9,930 20.110 20,755 21,125 21 6,620 6,765 6,845 8,830 9,025.. 9,135 18,655 19,220 19,545 22 17,345. 17,845 18,130 23 16,11 '1605-16,860 , 24 - 15,095 15.490- 15,715 Allowable Design Stresses ,,, d Z • Table assumes that the column is braced at • Allowable loads are based on axial loading column ends only. Effective column length columns using the design provisions of the is equal to actual column length. National Design specification for Wood • Tables are based on one-piece column Construction (NDS). 1997 edition. For side members used in dry service conditions. or other combined bending and axial loads, .Allowable loads incorporate an eccentricity see provisions of NDS, 1997 edition. value of 0.167 of column thickness (first dimension), Modulus of Elasticity E - 1.8 x 101 psi Flexural stress Fb - 22D0(121d)'" psi Tension parallel to grain Ft - 1600 psi Horizontal shear perpendicular to glue line F, - 285 psi Compression parallel to grain Fcn - 3D00 psi Compression perpendicular to grain F, = 900 psi parallel to glue line Allowable Design Values(') Product Bending Fe [psi]m Compression Parallel to Grain F. [psi] Horizontal Shear F. [ [psi] Modulus of Elasticity E [psi] 2400Fb DF Versa -Stud 2722m 3300 285 2000000 2900Fb SP Versa -Stud 328914) 3000 290 2000000 No.2 SPF 2x6 1121 1100 70 1100000 No.2 Hem Fir 2x6 1271 1250 75 1300000 No.2 D Fir-L 2x6 1308 1300 95 1600000 1) rlasi0n vahlac ara for Inarlc anrdiori to tha narrow face of tha sh iHc £) RcL,cOtive m mbcr and ui. foot.r. have been applied 3) For a 5Y2 inch depth. Use 2862 psi and 2640 psi for 3Y2 and 7Y4 inch depths, respectively. 4) For a 5Y2 inch depth. Use 3459 psi and 3190 psi for 3Y2 and 7Y4 inch depths, respectively. 2900Fb SP and 3080Fb DF (100% Load Duration)' KEY TO TABLE' Top figure = Allowable Total Load BA Middle figure = Allowable Live Load [pit] Yvuvµ:�9ui.�q.;sry�:._uuJ/J.•�li�LaYs4��uQy.H7Ow a}�=•u. L - Y�ae.+x �±ioCnsta.L::•+ �>•J arl9n SP- 1-14" Width - 2900 Fb SP Th" Width - 3080 Fb DF 5114" Width - 3080 Fb DF 7" W(dth - 3080 Fb DF PA 9112' 111h" 14" 711i 911x" 11ril 14' 1 16" 18" 91h' 111.- 1 14" 16" IS- 20- 11r/e" 14" 16" IS- 20" 24• T76 1082 1450 - 1827 1526 :2121 2850 3591 4388 - 53M - 3190 4275 5387 6593 7956 9549- 5700 : 7183 8777 10608 12732 18197 6 762 - : 1525 -. - .. - _ 1.613 2213 2.913-7 3.714.6 1.513 213 27/34 3A/43 4.2/52 5.116.3 2/3 27/34 34/4.3 4.215.25,116.3 6.117.6 2.7/3A 34/43 4215.2 51163 6.1/7.6 1.711O.g 479 759 Sets 1229 %B 1493 195E 2416 :2807 3404 ZK9 2938 W24 4331. 5106: :5958: : 3917 4832 5715 6808 7944 10597 8 322 724 : 643 1447 : - - - 2171 15/3 2113 2.7/34 33142 1513 1.913 25/3.1 31/3.9 3.714.6 4.3/5.4 1.913 25/3/ 3.1/39 37/464.31545.1/63 2513.1 31/39 3.7/46 1.315A 5116.3 6.B/0.d 243 518 758 925:. 487 1101. 1491 1819 2150 2504 1651 2236: 2728 3225 3756 4326 2981 '3638 4299 5008 5768 7467 10 165. 370 724 329 741. 1447 - - - 1111 2171. - - : . : - 2894 1.513 1813 2.6132 3,113.9 15/3 1.813 2413 2.913.6 3.4/41 415 1.8/3 2413 2.913.6 3.414.3 415 4,615.8 2.413 2.9/3.6 3414.3 415' .615.E 617.5 182 413 652 823 365 826 1331 1618 19DS 2211 1240 1997 2428 '2858 3316 3803 2662- 3237 3811. 4422 5071 65t15 11 124 278' 544 - - 247 557- 1087 .. - :. S15 1637. - - - - 2175 15/3 1513 2413 3.113.8 A.S l3 1.5/3 2S13 2.813.6 3414.2 3.914.9 1.5/3 23/3 28/3.6 3.4.142 3.914.945/S.fi 23/3 2813.6 3.4142 3.914.9 4.515.6 5.7/7.1 139 317 547 741. M 635 11" 14U 1711 1979 952 1745. 21% 2567 2968 33a3 2327 ails 3422 3958 4524 5760 12 95 214 419 1 666 191- 429 B37 1372 - - 643 1256 1 :2058 - 1675 2745.- 15/3 1413 2213 3/3.8 1.513 1.513 1 22/3 12.813.5 3,314.1 3.81 CO 1.513 2.213 28/35 3314138/484315.4 22/3 IZO13,5 3.3/4.1 8/40 4.315.4 55/69 109 245 465. 636 218 497 977 1375 1552 1791 746 1466 1988 2325 2686 3062 1955 2651. 3104 3581 4083.. 5168 13 75. 169 329 $40 150 337 659 1079 - - 506 998 1619 -- - _ 1317 2159 - - - iS/3 1.513 2,113 2.813.5 1.513 1.513 213 2.8135 3.214 3,7143 1.613 213 28/3.5 3214 3,714.7 42153 2/3- 2.8/3S 3214 3.7141 4215.3 5.416.7 e6 190 390 w 174 396 780 1165 142D 1635 595 1171 1747 21M R52 2789 1561 2230 2840 3270 3719 4686 14 60 135. 261 432 120- 270 52/ 061 190 405- 791 1296. 1935 : : 1055 1728 2580 - 1.513 ISIS 1.913 2.6/3.3 ISO 1.513 1.813 2.6/33 3214 17/4.6 iS/3 1.813 MOSS 32143.7/1.642/52 1813 2fi/33 3216 714.E .2/525.3l66 70 lw 316 476 10- 321- 632 1013 1306 1504 481 Mg 1520 10% 2256 2561 1255 W26 2611 3000 3415 4285 15 -49- 110 214 351 g8 220 429 703 1049 14M 329 643: 1054 1573 M40 . 858 1405 2098 2997' - 15/3 1,513 1.613 2.413 ISIS. 1513 1,513 2.413.1 3.1/39 3S/45 1.513 1.513 2413.1 3.1/3.9 36/45 4.1/5.1 1S/3 2413.1 3.113.9 6145 4AI5A 52164 57 131 259 410 114 -. 263 519 856 11M 1392 394 '779 -1284 1719 20BS 2367 1039 1712 2291 2784' 3156 3947 16 40 90 177 289 80 181 353 579 864 -1230 271 530. 868 1296 1846 707 -1158 1728 2461 - - 1S13 1513 1.513 2313 ISIS 1.513 1513 2213 29/3.7 3.614-5 1LIS 1513 2.213 2_913.73.6/454.1/ 5.1 ISIS 2213 2.9/3.7 .6145 4.115.1 5.116.3 47' fill.. 215 355 94 218 431 711. 10f3 1267 321 617 1067 '1520. 1901 2200. 862 1423 2111 2535 2933. 3650. 17 34- 75 74P 241 67 151 295 483 72f1 t026. 226 442 724 IDBI 1539 2111 509 965 -1441 2052 2814 'S - 1.513 1.513 ISIS 2.113 1313 1.513. 1.513 213 28135 3.514.3 ISIS 1.513 213 2.8115 1514.3 415 1,513 2/3 2.8135 b/4.3 415 5162. 39 91 - 180 - 298 - 78 182. 362 597 896 1129. 273: 542 896 1344 1693 2055. 723 1195 1792 2258 Z740 3408 18 23 - 64 124 203 56 127 248. 407 607 B64 191 372 610 910 1296 1778 496 813 1214 1728 2371- - 1513 1513 ISIS 1.813 ISIS ISIS 1.513 1.7/3 2St3.3 3.314.1 1.513 1513 1.713 26/33 3.314.1 415- ISIS 1.7/3 2.6/33 3/4.1 415 14.9162, 32. 76 152 252. 65.. i53. 306: 506 760 1011 231- 459 759 1140 1517 1854 612 "12' 1519 M23 2472 31M 19 24 54 105 173 - 48 108 - 211 346 516 735 162 316 519 774 1102 1312: 422 691 IM 1470r 2016 - 9S/3 15/3 1 1.513 1 /.7/3 1 15/3 ISIS 1.5/3 ISIS 2.313 3.1/3.9 ISIS ISIS 1 ISIS 23/3 3.1/3.93.8/47 1.513 1.613 23/3 .1/39 3,814.7 49/61 27 65 130 211 " 11 - 130 261 432 649. 9" 196 391 648 974 1367 1671 521 864 1299 ISM 2227 2997 20 21 46 g0 ` 148 41 93 181 296 442 630 139 271 145 664 945 1296 362 593 885 1260 1728 2987 1.513 ISIS ISIS 95/3 iS/3 '1.513 1S/3 1513 21/3 2.9/3.7 1513 1.513 1.513 2.113 2-913.7 3.6/4S 1.513 1.513 2.113 2.913.7 3,614.5 4.916 20 48 96... 160 40.. 96 193 321- 484 694 1" 290 482 726 1041. 1376 386 643.. 969 13M IM ass 22 1s 35 68 Ill 31 70 136 223- 332 473 104 2114 334 499. 710 974 272 445 665 947 1299 2244 1.513 1.513 1,513 1.513 1S/3 13/3 1 ISIS 1 1.50 1.713 2.5/3.1 1.513 1.513 1.513 1.713 2.513.13.314.1 1S13 1.513 1.713 12.513.1 3.314.1 46/5B 14 36 73 122 29 72 146 245 370 531 108 220 367 555 796 1098 293 489 739 1061- 1464 2175 24 12- 27 52 86 24 - 54 105 j172 256 365 w 157 257 384 547 750 29 343 512 729 1000 1728 1.513 1513 ISIS 1,513 ISIS 1513 1.513 1513 1313 21 l3 1S/3 1.513 1.513 1 1513 2.113 29/3.6 1.5/3 1.513 lZ13 21/3 IZ913614.215.31 10 ,..9 27- 56 94 22 55 113 IN288 414 62 169 285 432 621 85B 226 WO 171 M1144 1147 26 21 41 67 19 42. B2. 135 201. 2B/ 83 124 202 302 430 590 165 270 403 574 797 1359 15/3 1.5/3 15/3 1313 -ISIS 15/3 ISIS 1513 1,513 1813 15/3 1.513 1.513 iS/3 1.813 12.4/31 1.5/3 1 1.513 ISO 1.813 2,413 3.914.9 8 21 44 42: 88. 149 227 328 63 132 224 341 492 682 116 191 451fi56909128:- 8 17 33 34 fib 108 16L 230 51 99 162- 242 39d- 472- 132 216 -322 459 630 10B8L5/3 1.5/3 1.5/3 1.5/3 15/3 LSY3 1.5i3 iS/9 iS/3 1.5/3 15/3 1.5/3 1.5/3 2.1/3 1.5/S7.5/3 ISi3 15/3 21/3 3.fiU.5 6 16 34 ±74 33 70 119 182r 264 19 105- 179 273 396 549 139 230 6 14 27 27 54 88 13l187 41 80 132 191 28. 8ill15/3 1413 13/3 1.513 1.513 i5/3 15/3 15/3 1- 1... 1.513 iSl3 15/3 1.8/3 15/3 1.5/3 15/3 15/3 1.8/3 32/4 • errs 01e caPatllY of Me beam h addition M his wm xeight. • the Load values are 0mftW by &fte on equal to L/360. •... e(Ih,, her laLal Load Lha:.Loadntrol. lRtelce dlerketl_.whereathe Load value 6not shown, the Total Load value w01 control. • Table values apply to either simple or m fliple span beams Span La measured center to center of supports. MAIM m 1flple span beams Win Me BC Calc svflrare n Me length of any span is less than half the IengM of an adjacent span. . i_w._.a_._.r__ ee.17T a.w 1etml e. tr crm4vel_»_.__r_w o-. .w.....n:..- ew. Me cpmpmstion edge of ha beam. T........u.m c" rc.x..._., e,u. e.:.n..ov.N-`_..e.e.M ._..... c,w.,w _:.. F'•'.s!v.^. design value perpendialer to gain for the beam eral the Taal Load value ahpwn. Other eesigl nlrakeratiwls. l l as a weaker support material, may ivarrant longer, bearing angms. Table values sasurm, net support is pmWded across the lull width of Me, ham. • Dauble, biple or 11 dwpla Me 1Yi wide 2900 Fb SP Total Load a1M U" Load values lo size 2 Cr, a pY._ x cY 2e"2 sa eo •.......� .n..,.....�e.y.J.-.wn.....u.p �.".p".......w.. x»...-.. for arty number M pies • 1 VC members deeper Men 14InMes are to be used a5 muitiple-ply bearre only. Txtr tZt!T ." w" •w ": ti e.".,w .. "r. ... _...-. _'T. ..- _CC!y � ' _ ^ere.-:.-ttu....n....a x.....y n. L..a.n,w b.- .,....w Me 0milations of his table by ana"ng a sperlOc application wlh Me BC Calc software. 2900Fb SP and 3080Fb DF (115% Load Duration) Snow Load KEY TO TABLE.. Top figure = Allowable Total Load [plf] .Middle figure = Allowable Live' Load [afi] '/Y ��11�A-:e1a�1+�14.���L_i�Yp XYa.-F�.!ay4^}i+LM1Y��:1Yi41:.v3JJEYb4>•�/a�Kcaj UW9n span 1314' Width - 2900 Flo OF 3112'Width - 3080 Flo OF 5114"Width - 3080 Fit OF 7"Width - 3080 Flo OF 1td... 7111 91h- 1111s' 14" 711,- 911i 1Vha- 14- IS- 18" 9%- 111h" 14- IV 18- 20" 111h- 14- 16- 18" 20" 24- 893 1245 166a 1 2102 1756 2447 3279 4132 5D49 6102. 3571 -4919 6198 75n 9753 10985 6558 9264: lDD98 12204 14647 20M3 1.1113 25/3.1 34/42 43/5.3 1.713 23/3 3.113.9 3.91" 4.816 58/73 2313 31/.3.9 3.9/4.9 4.8/6 5.,87.3 7/8.7 3.113.93.9i 4.9 481E .0173 7/8.7 0//25 %0 074 1146 1414 1190 - 171E 2114 Z711 3323 3917 2577 3381 4171 4984 5875 6856 4508 5561 6645 :7834- 9141 12193 8 482 -. 965 - _. - - - _. .. 1.513 24/3 3.113.9 3.8/48 15/3 2.213 29/3.6 3.514.4 4215.3 5162 2213 29/3.6 3514.A 42/5.3 5162 5.8/7S 2.9/36 3514.4 4215.3 5162 581T3 7.8/91 32S 596 172 1065 612 1267 1116 2094 1 2474 2882 1901 2574 3140 3711 4323 4979 3431. 4187 4949 5764 663E 8594 10 247 556.. _. _. 494 1111 - - - i667 - - _ - - . .. - 1.5/3 2/3 313.7 3.614.5 1.513 213 2,713.4 3.314.2 414.9 4.6158 213 2.713.4 3.314.2 414.9 46/5.8 5.3/6.8 2734/ 3.3142 4l4.9 .615.E 5316.6 fi9/6.6 244. 492 751 : 947. 488 1D46 1532 1863 2194 2545 1569 2299 2795 32% 3817 4378 3065 3726 4387 509D 5837 7487 11 186 418.. - - 371 835 - -. - - 1253. 1 - .- .. .... 1.513 1.873 28/3.5 3S/4.4 1.5/3 18l3 2.713.4 3.3/4.1 3.9/4.8 45/5.6 1,813 2.7/313.314.1 39/4.84.5156 51164 2.713.4 3.314.1 3.9148 5156 5.1164 6.6/8.2 1W 412 6% 853 375 849 1340 1678 1970 Wit 104 2010 2517 2955 34/7 3906 Mo 335E 3940 dS% Sa1a ;E1 12 143. 322 628 - 286 643 1256 - - 965 1884 - .. 2512. _ _ -. 1.5/3 1.713 26132 3.5143 IS13 1.613 2.6/32 32/4 38/4.7 44155 1,613 26/32 3.214 38l4.7 4.4/5.5 5162 26/32 3.2/4 38/4] 4/55 5/62 6.417.9 146 333 536 732= 293 - 666 1140 1526 1787 2062 999 =1710 2M 2691 31192 3525 '2280 3052 3574 6123- 4701 5%0 13 112 253. 494 - ZZS 506 988. - - 759 1482 - _ - _. r1976 '._ _ _. 14/3 1.5/3 2413 3214 1.513 1.513 2.413 3,214 3.7/4.6 43/5.4 1.513 24/3 32/4 3.714.649i5.d 4.9/6.1 2.413 3214 37J4.6 3/5.4 9/6.1 62/7.7 116 265 461 631 234 532 1 982 1341 105 1883 797 1472 M12. 2453. 2B24 1 3212 19M 26M =1 3765. 42M 5395 14 90 203 3% - 780 405 791 1296 - - 608 1187 1944 1502 2593- - - 1513 1-5/3 2213 3/3.7 1.513 1513 2213 313.8 3.714.E 4215.3 1513 2213 313,8 3.71464.215.3 4.81E 22/3 313.8 3.7/4.6 2/5.3 48/6 617.6 - 94 215 401 548. 189 431 847 1167 iSO4 1732 - 646 1270. 1750 2255 2598 2949 1694 2334 3007 3464 3932 4934 15 73 165 322 SO 146 329. 643. 1054 194 965 1581 - _ 12%. 21% - - 1.513 1.513 2.113 2.Bl35 1.513 1,513 213 2.B735 3.614.5 4.2152 15/3 213 2.8135 3.6/4s 4.215.2 I3/59 213 2.8135 3,614.5 2152 L.]159 5.9/74 77 176. 347 481 154 353 696 1024 1320 1603' 530 1044 153E 1980 2405 2726 1392 2048- 2639 3207 3631 4545 16 fi0 136 265- 13C' 121 Z71 -.530 B68 1296 - 407 795 1303 1944 _ - - '1D60 1737 2593 - - - 1.513 1.513 1.913 2.613.3 1.5/3 1.513 1.8/3 2.613.3 3A/42 4.115.1 1513 1.813 2.6/33 3.4142 4.115.1 4.7/58 1.8/3 2.6133 34/4.2 .115.1 .715E 5.8/73 63 146 289 425 128 293 578 9015 it 1460 4 3 1751 2190 2534 1157 1811 2335 22 3379 4213 ' 17 50 Its 221 362 101 442 724 0fi 11 - 339 663 loss 1621- - BB4 1448' 2161 - 15/3 1,513 1.713 25/3.1 1.513 '1.513 1.613 25/3.1 3.214 415 1.5/3 1.613 2513.1 3214 4/5- 4.615.8 1.6/3 25/3.1 3214 4/5 .0 SS 5.7/72 53 122 242 379 IN 246 486 801. 1040 1301 %8 728 1201 1561 1111- 2317 171.. 1101 2079 2601. 3156 3925 18 42 :% 186 3D5 85 191 372 610 910 1296 2B6 558 915 1366 1944 - - 7W 1220.. "1 25% - - 1.5/3 1.513 IS13 2313 1513 1.513 1.5/3 23/3 3118 3.814.7 15/3 1513 23/3 313.8 3.8143 4.615.7 1513 23/3 3l38 .8/A] 4,6151 5.717.1 44 111 211 319- 90 211 411 679 939 1166 311. 617 101E 1398 1748- 2136. B23 -135B 1863 2331 2848 3614 19 % B1 1 158 259 72 762 316 519 774 1102 243 175 776 it61. 1653 633 11W �1548 2204 - IZ13 1.513 1.5i3 22/3 15/3 1.513 1Z/3 21/3 29/3.6 3.6/45 1,513 1.5/3 2.1/3 2.913.63614.54.3/ 5.4 1,5/3 21/3 2913E .6/45 4315.4 5.617 38. 88 175 2% 76 177 351 590 839: 1D50 265 527 870' 1259 -1576 193 ]02. 1160. 1679 210t 2567. 3453 20 31 69 136 222 62. 139 Z71 445- 664 : 945 208 407 667 996 1418 - 543 889 1327 1890 - 1.5/3 1.5/3 1.5/3 213 1.5/3 1,513 1.513 1.913 27/3A 3.4/42 1.513 1513 1.9/3 27/3.434142 4.1152 1.5/3 1.913 2.713.1 3.4/42 4,1152 55/6.9 27 65- 130 216 55 131 r 261 433 650 865 196 392- 649- 976. IN8 1586 522 1166 1301' 1731. 2115 2992 22 23 52 102. 167- 46 111 204 334 499 710 157 306 501 748 1%5 1461 4D8 668 997 .. 1420 1948 1,513 1.513 1.613 1.513 1.513 1.5/3 1.613 2.313 3.1/38 13/3 1.5/3 1.613 2313 3113.83.814.7 15/3 1.6/3 23/3 .1138 .814.7 5316.6 49 99. 165 41-- 99 199 331 411 713 148 211 411 741 /%9 1329 397 661 995. 1426 1112 2508 40 79 : 129 36 80 157 257. 384 547 121 236 3% 5/6 820 1125 314 515 768 1094 1500 - 1.5f3 15/3 15/3 1.513 1.5/3 1.513 1513 2/3 Z8135 1513 1.513 1.513 213 28l3.5 3.4143 1.5/3 1.513 2/3 813.5 4/43 4.9161 37 77 128 31 76 154 257 388 557 114 231_ 3% SM M6 1128 308 515 717 1115 1514 2130 J2614 32 62 -101 28 63 114 212 102 430 % 111 304 453 645 885- 247 405 604- 860 1180. 2039 1.513 15/3 1.513 1.513 1.513 1.513 1.5/3 1.713 2,413 1.513 1.513 1.5 1.7l3 24/3 3.214 1.5/3 15/3 1.7/3- 2.4/3 3.214 4515.6 29 60 59 121. 2D3 308 443 88 182 305 462. 661 918 242 407 61fi BB6 112d 18312549 51 99 162 242 344 76 148 243 363 517.. 709 198 324 484 689 945 1633 1.5/3 1.5/3[1L.5/31.5/31.5/3 1S/3 1513. 1.513 213 1.513 1.513 1.513 11/3 213 2.8l3S 1.513 1.5/3 1313 213 .8/3S 4215.2 9 23 48 '- 48 97 163 240 357 7D 145 245 3l2 516 741,. 193 926 1% 714 %0 158930 9 -21 40 41 BD 132 197' 28D 62 121 1% 295 420 576 161 263393 560 768' 1,513 1573 15131.513 1.513 15/3 LS/3. 16/3 /5/3 15/3 /.513 1S13 1.8/3 24/3 15/3 1.513 15/3 1.8/3 24l3 39/4.9 _.. _ _._en ev.n. ,. a.e.,._ e..",r-n non ,...1-4- are Me mpaltY Of the foam M addNon to to own weight • L FM Load vabes are limited by detection equal M Met. Bath.%e Toda Weiland Lire Load Wuesl tm(%aketl_.Whaea Lte Load valueaPot shown, Me Total Load value sit wdml. • Table values apply to either shmple a rnu10pe span beams. Span k measured center to center d suPPIM. M lYze multipb span harms t Me SC Cale sollwam t Me Ienglh of any span 4 less Men hat the length of an adjacent siren. canpmssion edge of the Deam. design +slue Perpendicular to gain Mr the team and Oro Total Load slue shown. other design mreidemtiona, such es a weaker suppert material, may waMnt longer Ueahin9 lengths. Tahm Dcuble, hipe or quadnryle the IVe wide 2900 Fit SP Total Load and Lire Load values to sire 2C 20 --. chr^ cw co a....-... Mu_-..-..e ., oe..w., h...-.-..... tx2.... far any number of pies. _w+s,.w..:ayr the limitations of MI6 table by analyeng a spa he application MR Me BC Cat, soineene, a...� 2900Fb SP and 3080Fb DF (125% Load Duration) Nonsnow Load KEY TO TABLE: Top figure = Allowable Total Load (pit) Middle figure = Allowable Live Load (plf) eq!ecce,. Na.,.:�:e design 134" Width .2900 Fb DF 311i Width - 3080 Fig DF 5114"Width • 3080 Fb DF 7" Width - 3080 Fb DF t 91/a" 11]le" 14" 711.- 91h" 11114' 14" 16" 18" 9112- 118' 14" 16" 16' 20- 11Ih' 14' 16' 18- 20- 24- to 711i 911 1353 1014. 285 1909 2661 3585 6/92. 5489 6634 3991- 5398 6/38 8234 9951 11943 7137 8984 10978 132i8 15924 2275/ 2/3 2713.4 3714.6 4.615. 1.813 25/3.2 3A/43 4.3/5t 52/66 63/79 25/32 3.414.3 4.3/5.6 52/6.66 17.9 7.619.5 34/43 4.315.4 5216.6 317.9 7.6/9.5 0.9/13. 609 950 1246 153E 1200 1868- 2451 302 - 3613 4259 2802 3676 -4535 -5419 6388 7454 4901 6047 7226 $518 9939 13257 482 1.613 2.6132 3Al4.2 42152 1.613 2A/3 3113.9 3.9Nee 4.6/58 5A/6.8 2413 3113.9 3.9/4.8 4.6/58 5416.8 6.317.0 31 l3.9 3 1/4.8 4.6/5.8 .416.8 6.317.9 .4110. 326 648- '949 -1158 652-. 1378 1866 2277 2691 3134 2067 2799 3415. 4036 4701 5414 3732 45M -5381 6268 7219 9345 10 247 556. - - 494 Vill -- 15/3 2213 3.214 3.9149 1.513 22/3 3/3-7 3.6/4S 4115.4 5/63 2213 313.7 3,614.5 4315.A 5163 SS/72 3/3.7 3.614.5 4315A 5/63 5.8/72 75193 214 535 817 1030 488 1105. 1667 2026 2B8 2/68 - 1657 Eel] 3039 3578 4151 4761. 3333 4052 4T71 5535 6818. 8141 7T IN 418 815 - 371 835 1631 -" : IM 2446 -... 3262 _.. - -',. 12513 213 3/3.8 3.814.11 15/3 1.9/3 2.9137 36/4A 42152 4.916.1 1.913 2.9131 3.614.4 42152 4.916.1 5617 2.913.73.614.4 42152 9/61 5.617 7.118.9 18] 424. 685 928 375 849 149 1825 2142 2475 1274 21M 2137 3214 3716 4248 2914 3650 4205 4955 5664 7211 12 143- 322 628 286 643 1256 - - - 965 1884 - -. 2512 - -.. - 1.5I3 1.7/3 2.8/353.814.7 1.513 1613 28135351444.1/5148/5B 1.613 28/3.53,514.44.1/5.14.8/5.954/6.818/3.53.5/4A 4.115.1 .8/515A11186A18.6 146 333 $83 797 293' 666 ' 1240 1860 19W. 2242 999 18.. 2490 "16 3363 3834 2400 332 3380 "a 5112 6W7 13-. 112 253 494 - -. 225 SM 988 - 1619 - - 759 U82 242' - 1976 323B - 15/3 1.513 2.6132 36/4.4 1513 iS/3 2.6/32 3514.3 415.1 4.715.8 1.513 2.6132 3.5/4.3 415.1 4.7/5-B 3/6.6 26(32 35/41 415.1 .7/5.8 5.316.6 6.718.4 11fi- 265. 502. 606 239 532 1614 1459 1779 Z)4S 797 1566 2189 208 3071 3494 288 2918 3558 4095 4658- 5868 14 90 203 396- M 180. : 405 791 1296 • - 608 1187 1944 - 1582 252 - -. - 1513 1.513 2413 33/4.1 IZO 1513 2.3/3 33/41 4f5 4.6/51 1.513 23/3 33/4A 4/5 4.615.7 5216.5 2.313 3.314.1- VS .615.7 216.5 6.6182 94 215 423 5g/ 189 431 847 1270 1636 1884 646 1Z70 1904 2453 2826 3208 -1694 -1131 3271 1711 4178 5317 15. 73 165 322 527 IM 329 643 1054 152 -494 eki 1581 2360 - - 1286 2108 3141 - - 1.5/3 1.513 2213 313.8 1.513 1.5/3 213 3.1198 3.9/3.9 4.515.7 1.513 213 3.113.8 3.9/4.94515.7 5.11614 213 3.1/3.8 39/4.9 .5l5.7 5.1164 6.4/8.1 77 176 341 M4 154 353 696 1114 1436 1744 530. 1M4 1671 2154 2616 111, 1111 222 271 3411 3114 4944 16. 60 136. 265 434 121 - 271. 530.: 868 1296 - 407 795 1303 1944 - 106D 1737 2593 - - L5/3 1513 1.9/3 2.913.E 1.513 1513 12/3 29/3.6 3114.6 4515.6 1.5/3 1813 29116 3.7/464515.65.1 /6.3 1.813 ?1111/4.6 5/5.6 5.1/63 6317.9 63. 146. 29 463 128 293. 578 953 1210 1588 440 868 /42 1905 2333 1117 1117 1115 2540 3177 3676 4583 17 50 113. 221 362 101 : 226 442 724 1081 1539 339 653 1086 -1621 230E - 834 /448 2161 307E - - 1.513 1.5/3 7.7/3 2]/3.4 1.513 1513 1.6/9 2fi/33 3.5/43 4315.4 1.513 1.613 2.6/3.3 3.5/43 4.315A 516.3 1.613 2.613.3 3.5/4.3 .3/5.4 5/6.3 62/7A 53 122' 242 - 400 AD13 246 486 B01 1131. 1415 368 728- 1201 1697. 2123 2575 971 1601. 2263 220. 3434 4270 18 62 9S 186 395 85 .197 372. 6ID 910 f296- 286-. 550 915 7366 1994. - 7/4 122 1827 2593 - 1.5/3 1.513 1.513 2513.1 1513 1.513 15/3 23/3 3.3/-4.1 4.115.1 1513 1.513 M/3 33/4.14.1/5.1 5/62 1.513 M/3 3.3/4.1 .1/51 516.2 62/7.7 N f03 25 339 g0 206 411. 678 1014 1268 - 311 617 1018 1521. 1903 2324 823 13% 22 253] 31" 3997 19 36 81 158 259 72 --162- 316 519 T71 /102 243 475 778 1151 1653 220. 633' 1037 1548 224' 3024 1.513 1.5/3 15/3 22/3 1.513 -1513 -15/3 2113 3.113.9 3.914.6 1.513 15/3 2.1/3 3.1/3.93.9/4.8 4.715.g 1.513 2.113 3.1/J.9 .914.8 .7/5.9 6.11T6 3B 88- 175 290- 76 177 351 SBO 071 1143 265 527 670 1306 1715 2095 702 1160 1741 2206 Z103- 3757. 20 31 69 136 222 62 139 271. 95 664 945 208 407 667 996 1418 1944 W 889 13Z/ 1890 2593 -0.513 15/3 1.5/3 2/3 1-5l3 1513 7.5/3 1.9/3 2813.5 3.714.6 1.5/3 15l3 19/3 28/3.5 3.7/d6 4S/56 15/3 1.8/3 2.813.5 .7/4.6 .5/5.6 0/75 27 65 130 216 55 13f. 261. 433 650- 930 196 392 649 96 139E 1T17 522- 866 1301 1861 2302. 325E 22 23 52 102 - 167 46- 701 204 3% 499' 710 157 306 501 740 1065.. 1461 400• 668 997 142 1948 r 1.5/3 1S/3 1.5/3 1.6/3 757J 15/3 15/3 1.6/3 23/3 3.3/d.7 15/3 iS/3 1.6/3 23/3 33i1.1 4.1/5.1 1.5/7 1.6/3 2313 3/4.1 .1/5.1 5.8112 20. 19 99 - 165 41 99 199 330 49B 713 14B 298 196 747 1069 1"7 397 661 995 1426 192 2729 24 18 40 79 12 36 80 157 257 384 547 121 236 386 96 820 112 314 515 768 1094 1500 2593 1.513 1-5/3 1513 1.513 1.5/3 1513 1.513 1.513 213 28/35 1.513 1.513 15/3 2/3 28/3.53.714.7 1.513 1613 213 833.5 714.75.316.E - 15 37 77 12 31 76 154 257 388 557 114 231 386 583 836 1153 300 515 777 1115 1537 2319 26 14 32 62 101 28- 63 - 124 202 302 430 95 185 304 453 - 645 985 247 405. 604 no 1180 2039 1.513 1513 1.513 1.5/3 1.513 1513 1.513 1.5/3 1.7/3 2.413 1.5/3 1513 M/3 1.713 2.413 3214.1 1.513 1.513 1.713 2.413 3.2/4.1 49/6.1 11 29.. 60 101 2: 59 121.. 203 308 443 8B 182 305 462 664 918 242 407 616 886 1224 1994 28. 11 25 49 81 2- 51 99 162 242 344 76 148 243 363 -517 709 198 324 484 689 945 1633 1513 1.513 15/3 1.513 1.5/3 1513 1513 1.513 15/3 213 1513 IL13 1.513 1-5/3 213 2.813.5 1.5/3 1.5/3 1513 2/3 2.8/3.5 45/5.7 9 2 48 in 18 46- 97 163 248 357 70 145 245 3M 536 741 193 326 496 714 988. 1727 30. 9 21 40 66 41 80 132 197 280 fit 121 190 295 42 S76= 161 263 393 560 768 1327 1.513 IZ13 1.513 1.513 1.513 1513 1.5/3 1513 15/3 1.8/3 1.513 15/3 15/3 1S/3 16/3 21/3 15/3 1513 1.513 1.813 2.413 4.2153 _ 1 ..r µ^re...... a` ea•:e .. -��-.- l..e • are the rapadty of Vie beam In addition b 8s oven mghL : Llve Load values are fimiled by 6enectlon equal to L1360. • Botb the TWALoadand Lire Load raluesmustbe chetlred-Where a Live lgad.vaWS ISM shewn, the Total Load value wig amnbl. i • Table values apply to Hiner Simple or multiple span beae Span IB measured boner to a1Mer of supports. Ma" nufir a seen beam, win the RC Calp,ot,ara M Ma length of arty span is less than hall the length of an adjacent span. i ..w........ "........ w.21 tzte _ __pC:':'L c.^,,ww _..M.. =.'_ 0 Me compression edge of the beam. T__w.w.-__ a,....... Pes_rw o.e-F,a L,'T-.,...,.. e.........,. r_.....".....xp=.i.., design slue perpelMwuW to gain fur the beam and Me Total Load value shoran. Other design consderd0ons, such as a weaker suPporl maloral may y2MM bngw bearing Dante, triple or quadruple the I V4-wide 2900 Fb SP Total Load and Lire Load values to We ".'r,^.. �y._,a:n c. ¢e _r.....e ..'.�...e.y^...w o,..w.q i.^o"•^_......r x.. fur any number of plies This table was designed to apply b a toad range of applicators. B may be possible to ,oM,d the am4afiorn of this table by analyd, a spednc applineen win the 3C Cal. software. Bearing at exterior wall Bearing for door or window header Beam to beam connector Moisture Strap per code If top baffler plate k not continuous over header. Trimmers VERSA{AM Clip angle LVL hanger Bearing at column DO NOT bevel cut VERSA{AM Beam framing Into wall. Beam to masonry for concrete) wall beyond inside face of waI without approval from Bose Cascade Wood top plate must be . Engineering. Tle strap. flush with inside of wall Versa -Lam Hanger column Note: DrillingNote: Use same permitted for bolt values as for standard Douglas Ft{amh. connections. Moisture barrier SIDE -LOADED APPLICATIONS Naked 1K Through Bokm 5Je'Thmugh Boll" fsmleror NHIII)M. 22mmm lus @12ac 61 3mm1 @t26C 2roaas�. W {yp221�2�. _ 2mm. mm pg21r�va 1314" Versa -Lam 2 520 780 - 5D0 1000_. 2000 560 1120- 2240 31a 390 585 375 750- 1500 420 840 1680 4(a use bolt schedule '330 670- 1330 370 740 1490 3112"Versa{am 2n :use bolt schedule 860 1 1720 1 N/A. 1120 2240 N/A (1) Design values apply to common bolts that conform to ANSI/ASME standard B18.21-1981 (Grade 5 or higher). A washer not less than a standard cut washer shall be between the wood and the bolt head and between the wood and the nut. The distance from the edge of the beam to the bolt holes must be at least 2" for 112 bolts and 2112" for 5/8" bolts. Bolt holes shall be the same diameter as the bolt. (2) The nail schedules shown apply to both sides of a three member beam. (3) 7" wide beams must be top -loaded or loaded from both sides. Beams wider than 7" must be designed by engineer of record. All values in these tables may be increased by 15% for snow -load roofs and by 25 % for nor -snow -load roofs where the building code allows. TOP -LOADED APPLICATIONS (2) 13/4" plies Depth < 12" 2 rows t6d box or 31/2' x 131" nails @ 12". o.a. 400 calf maximum uniform load from one side -Depth > 12" 3 rows 16d box or.31/2".x 131" nails @ 12' o.c. 600 pit maximum uniform load from one side (3) 1314" plies Depth 512" 2 rows 16d box or 3112" x 131" nails @ 12" o.c. 300 pit maximum uniform load from one side Depth > 12" 3 rows 16d how or 31/2" x..131" nails @ 12" o.c- 450 pit maximum uniform load from one side- (4) 1314^ plies All Depths 12 rows 112" bolts @ 24" o.c. staggered. 335 Of maximum uniform load from one side 2) 31/2" plies All Depths 12 rows 1/2" bolts @ 24" o.c. staggered 860 pit maximum uniform load from one side Use allowable load tables or BC Calc software to size beams. Versa -Lam & Versa -Rim Products Nail Size Versa -Rim (1'�Ss) Versa -Rim Plus I DF Versa{am DF Versa -Lam (1°5Ae) (1'/i) (3th1 All Products - Qc- pnrhesl End find l O.C. '- End ]irrnes] Prorel D.C. End { frnh-I lines) O.C. Finch.)'. - End fntlresl D.Q r-MMt-_- End. Fochesl.. 8d Box 3: 1Y2- 3 1Y2. 2 1: 2 Y2- 2 112 8d Common 4 -- 3 3 {`-.2 3 2 2{ 1 2- 1 10d&12d Box 4 J 3 -3 .. 2'. ? 3 -- 2 j. 2 1. -. 2 1 16d Box 4 3- 3 2 i 3- 2 2 1. 2 1. 10d&12d Common 6- 4 4 3- 4{ 3.. 2 2 2 2 16d Sinker 6 4 - 4 3 '4 { 3 2. 2.. 2 2 16d Common 6 4 6 1' 4 j 6 3 2 '!+ 2... _2 - 2 'Simpson A35F Usel Simpson LTP4. 8d x 1 W Nails • " �-[� -- --... __ ,_ -oc:= f-;;,1 G• c`-� Y2 inch. _ 1 "A.. 572 2.7 1361 2325 '.24.3 1'14 7'14 3.6- 2453 3918 55.6 1'A 9'1± 4.5 3130 :6208 115.4 1314 9112 4.7 3214 6529 125. 2900 Fb SP 1 ?A 117- 5.5 3806 8985 - 207.6 1114 1171e. 5.8 4018-.. 9951 244.2 154 14 6.9 4737 13581 400.2 1'4 16 7.9 5413- 17477 597.3 1"4 18 8.8 6090 21831 850.5. 31,12 5112 4.9 3658 4939 48.5 3112. 7114 6.5 4821 8323 111.1 3112 91/4 8.3 6151 13167 "230.8 3112 9V2 8.5 6318 13868 250.1. 3112 111/4 10.1 7481 19085 415.3 3080 Fb DF 31h- 11718 ` - 10.7 7897 21138 488.4 31/2 14 12.6 9310 -28847 800.3 31,12. 16 14.4 10640 - 37123 1194.7 31/2 13 16.2 _. 11970 46373 1701.0 3112 20 18.0 13300 56584 2333.3 5114 5114 71 5237 6786 63.3 5114 5112 7.4 5486 7409 72.8 5114 71/4 9.8 7232 12484 166.7 51i•; 91A 12.5 9227 19780 346.3 5114 9112 - 12.8 9476 20862 375.1 5114 111/4 15.2 11222 28623 622.9 3080 Fb DF 5114 1171a 16.0 11945 31767 732.5 5114 14 18.9 13965 43271. 1200.5 5114 - 16 - 21.6 15960 55685 1792.0 51/4 18 24.3 17955 69550 2551.5 51/4 20 27.0 19950 84877 3500.0 511s 24 32.4 23940 119771 6048.0 Nailing Parallel to Glue Lines (Narrow Face) Nailing Perpendicular to Glue Lines (Wide Face) 7 91/4 166 12303 26373 461.7 IDF 7 91,2 171 12635 27736 500.1 7 111,14 20.2 14963 38171. 930.6 7 11718 21.4 15794 42276 976.B3080 F 7 14 25.2 18620 57694 1600.7 7 16 28.6 21290 74246 2389.3 7 18 32-4 23940 92746 3402.0 7 20 36.0 .26600 113169 4666.7 7 24 43.2 31920 159695 8064.0- Grade 2900 Fb SP 3080 Fb DF 2200. Fb DF 2900 Fb SP Modulus of Elasticity, xlv sin' 2.0 20 1.8 2.0 Bending.(P Fb (si)"M 2900 3080 2200 2900 Horizontal Shear, .17(psi)'"n' 1 290 1 285 285 290 Tension Parallel to Grain,. F (psi)m•' 2250 2100 1600 2260 Compression Parallel to Grain, F (psln' 3000 3000 3000 3000 Compression Perpendicular to Gmin,Fc;(pv)'"e 850 900 900 850 1. This value cannot be adjusted for bad duration. load durations. __----- --"a" - __ .� .-_�4r ,1..,..rw where d = member depth [in]. 4. Stress applied perpendicular to the gluelines. S. Tension value shall be multiplied by a length factor, (4/L)1/8 where L = member length [ftj. Use L =4 for members less than four feet long. 6. Stress applied parallel to the gluelines. moil rre co a,ilas ara li�� atG :a Gra not `• _ _ _ _ awl-," moisture wntent of the material will not exceed 19 % . Fastener values are as provided in the National Design Specification for sawn lumber with a specific gravity of 0.50. I -JOIST HANGERS 7, JJII .1 ITT MIT SUL/R osn Lumber Connectors - A 6IBFALTM COMPANY I -JOIST HANGERS THO TMU TMP Joisl:. Height .. TOP '. ,. flange Face' .Mount '-: 45 Skew - Fidtl Slope, =_:- 1=. and Skew. :. Adimtabie - ; Height Vari _,.-.able Fdch BCI 400s Joist Width =l+n" 91/Y IT 29.5 IITr29 SURIL210 LSSU28`-. THA1222 ' VPA2 11718' F211.88 IUT211 .SURIL210c LSSU210- THAI222 VPA2 14" ITT214 IUT214 SURI214- LSSU210 - THA1222 VPA2 BCI 450E (Joist Width=17/A") 9112• ITT9.5 IUT9 SURIA.19 LSSU125 -r THAI7.8122 VPA25 117/e' 1TT11.88 171 SURIILII LSSU125 '. THAI1.8122- VPA25 14" Frrl4 Il1Ti4 SURI1L11 LSSUI25- :- THAI7.8122" VPA25 16• 1TT16 IOT14 -- SURM11 LSSU25 - VPA25 BCI 500s (Joist Width -2') 91/2: ITT2.06/9.5 IUT2.D6/9 SURIIU2.06/9, LSSU12.06 VPA2.06 11718• 1TT2.00V11.88 IUT2.06/11 SURVU2.0619 LSSU12.06 VPA2.W 14' 1TT2.06/14 IUT2,06H4 SURYL12.06/9 LSSU12A6- VPA2,06 16" ITT2.W lli 1 UT2.W714 I SURPLI2.0619 I LSSUI2.W I VPA2.W BCI 600s Joist Width =2s/16" 117/e' rTT3511.88 I ILTr3512 SUR/L3510/12- LSSU135 -:'' THA13522 VPA35 14' ITT3514 ILrT3514 SUR/L351420 'LSSU135- THAI3522 VPA35 16' MIT3518 I IUT3514 SUWL351420. LSSU135 VPA35 BCI 900S (Joist Width = 31h") 117/e' RT411.88 IUT412 SUPJL410- LSSU410 THAA VPA4 14' ITT614 UT41a SUR/L614- LSSU410 THAId22 VPA4 16' 1TT418 I IUT416 SURIL414 VPA4 Shaded hangers require web sNfeners al hanger lorauore. - Joist: -- • Height ..:.Top flelge - Face ..Mount <'. 45 Skew Fieltl Sk81e -. end Skew. Adjusfabia JleighC. VadeWe" . .... Prtch. BCI 400s (Joist Width -11n') 9112" TH015950 THF15925--SKH210UR TH00!26 ::'. '- MS14222 TMP2 11 /8' TH015118 THF15112 I- - SKH210L/R - TMU210 I MSH222. TMP2 14" TH01514U THF15140 I S1%1210LJR- TMU210 MSH222:-.' TMP2 BCI 450s Joist Width = itl4 91/2' TH017950 THF17925 SKH1720UR TMU179 =i MSH1713 TMP175 117/a- TH017118 THF17112 SKH1724UR.. TMU179 MSH1718 TMP175 14" TH017140 THH7140 9KH1724LIR. TMU179 MSH1722 TMP175 16" TH017160 THF17157 -SKH1724LIR - TM1.1179-. MSH1722 TMP175 BCI SOOs Joist Width = 2 91/2' TH020950 THF20925 I HD210RSK45UR - 11 /8" TH020118 1 THF20112 I HD212RSK45UR - 14' TH020140 1 THF20140 I H0214RSK45UR 16" TH020160 I THF20140 I HD216RSK45UR BCI 600s (Joist Width = 2Ht6) 117/e' TH0231IS THF23112 SKH2320UR' TMU23 MSH2322' TMP23 14" TH023140 THF23140 SKH2324UR TMU23`:' `--MSH2322 ' TMP23 16" TH023160 THF23160 SKH2324LIR TMU23 MSH2322 TMP23 BCI 900E (Joist Width = 3112") 117/e' TH035118 THF17112-2 SKH410LIR TMU48 MSH413 TMP4 14" TH035140 ` THF17140-2 SKH414LIR: TMU48. MSH418 TMP4 16" TH0351W THPo7157-2 -SKH414UR TMU48_ -MSH418 TMP4 Shaded h2ngersrequue web sldFerlss al hanger lom6ons yy their webshe www.USPconnectm.mm. TOP OF FOUNDATION — EL 14.3 100 YEAR FLOOD PLAIN — EL 10 COMMUNITY PANEL 1250015 0005 D i :4 . CRAWL SPACE ti. MINIMUM ELEVATION OF CRAWL • •� SPACE FLOOR — EL 10.0 ESTIMATED SEASONAL HIGH GROUNDWATER — EL 5.5 NOTE FOOTINGS FOUNDATION WALL AND CRAWL SPACE SLAB TO BE CONSTRUCTED ACCORDING TO ARCHITECTURAL PLAN, SHARON� MALONE—IOHNSON, 16 APRIL 2000 H�,E9E0UEn NOV 0 5 2002 FOUNDATION CROSS SECTION L MMAr. 21BARNESIANE YARMOUTH. MA PId3%RWFM MOUNTAIN VILLAGE UM11ED PARTNERS EDWAF0 L PECE CIVL Horsley & Written, Ina Environmental Services 90 Rains BA SeAmt HM pttYd�3 665000 TOP OF FOUNDATION - EL 14.3 CRAWL SPACE•-� 100 YEAR FLOOD PLAIN - EL 10 , 1 COMMUNITY PANEL 1250015 0005 D - MINIMUM ELEVATION OF CRAWL b . SPACE FLOOR - EL 10.0 a' �• ESTIMATED SEASONAL HIGH GROUNDWATER - EL 5.5 NOTE FOOTINGS FOUNDATION WALL AND CRAWL SPACE SLAB TO BE �►�•�'-"v CONSTRUCTED ACCORDING TD ARCHITECTURAL PLAN. SHARON J�MOFMSS, MALONE-IOHNSON 16 APR4 2000 �r { /gQ EV�� L a U �i FOUNDATION CROSS SECTION is MAr. 21 BARNES LANE YARMOUTH, MA PIEPP ®FM MOUNTAIN VILLAGE LIMITED PARTNERS Horsley & Witten, Ina Environmental Services 00 Routs 6A Smdard Lim Of"mc : 506506 0 16560 0 fmc 505.6333150 u: TOP OF FOUNDATION — EL 14.3 100 YEAR FLOOD PLAIN — EL 10 COMMUNITY PANEL 125015 0005 D CRAWL SPACE MINIMUM ELEVATION OF CRAWL SPACE FLOOR — EL 70.0 •ems ESTIMATED SEASONAL HIGH GROUNDWATER — EL 5.5 NOTE FOOTINGS, FOUNDATION WALL AND CRAWL SPACE SLAB TO BE CONSTRUCTED ACCORDING 70 ARCHITECTURAL PLAN, SHARON MALONE—JOHNSON, 16 APRIL 2000 j FOUNDATION CROSS SECTION 1, U=TEDAr. 21 BARNES LINE YARMOUTH. MA , MOUNTAIN VRLAGE LIMITED PARTNERS EDWNID L PESCE CML Nm3m Horsley & Witten, Ina Environmental Services 00 Route 6A SGXWd HID Swdwk*% MA phn -.5 1130336�600 fmc 508.833.3150 Horsley & Witten, Inc. 90 Saute 6A June 26, 2002 Sandwich, MA 02563 Yarmouth Board of Health Phone • 508.833.6600 Yarmouth Town Hall Fax • 506.8333150 1146 Route 28 www.hMIeywMn.= South Yarmouth, MA 02664 Re: 21 Bames Lane, Assessors Map 23 Lot 321, West Yarmouth, MA. Dear Board Members, Please find enclosed for your review and commefif;-revised plans for the proposed 3-bedroom house and the associated sewage disposal system at 21 Barnes Lane. The revisions include the addition of a proposed garage and the. iesults.of an additional soil test performed June 13i.2002 by Paul Carey of 1 Horsley & Witten and witnessed by Bruce Murphey. of your office. Thank you for your assistance with this project,, and please call if you have any questions. f Sincerely, EY & WITTEN, INC. l P,E. ages = i Horsley & Witten, Inc. 90 Route 6A June 26, 2002 - Swm*ch. MA 02563 Yarmouth Board of Health Milne • 508.833.6600 Yarmouth Town Hall Fax • 508.8333150 1146 Route 28 v,„w,.hors"Itten.= South Yarmouth, MA 02664 Re: 21 Barnes Lane, Assessors Map 23 Lot 321, West Yarmouth, MA. Dear Board Members; Please find enclosed for your review and commeiif, revised plans for the proposed 3-bedroom house and the associated sewage- disposal system at 21 Barnes Lane. The revisions include the addition ofa.proposed garage and the results of an additional soil test performed June 13,-2002 by Paul Carey of Horsley & Witten and witnessed by Bruce Murphey of your office, Thank you for your assistance with this project, and please call if you have any questions. - I - Sincerely, HORSLEY & WI TTEN? INC. ��/✓ . au1,Caz Project ages r Horsley &Witten, Inc. 90 Route 6A Smdwtch, MA 02563 Phone • 508.833.6600 Fax • 508.833.3150 ww Amleywitten.com June 26, 2002 Yarmouth Board of Health Yarmouth Town Hall 1146 Route 28 South Yarmouth, MA 02664 Re: 21 Barnes Lane, Assessors Map 23 Lot 321, West Yarmouth, MA. Dear Board Members, Please And enclosed for your review and commenf;'revised plans for the proposed 3-.bedroom house and the associated sewage disposal system at 21 .L Barnesane. The revisions include the addition of a proposed garage and the. results of an additional soil test performed June 13,:2002 by Paul Carey of Horsley & Witten and witnessed by Bruce'Mutphey of your office. Thank you for your assistance with this project, and please call if you have any questions. Sincerely, HORSLEY & WTTTEN, INC. aul;Car , P,E. Project` •ager;- 1 Horsley & Witten, Inc. 90 Route 6A June 26, 2002 Sandwich, MA 02563 Yarmouth Board of Health Phone • 508.833.6600 Yarmouth Town Hall Faa • 508.8332150 1146 Route 28 www.homleyw*en.com South Yarmouth, MA 02664 Re: 21 Barnes Lane, Assessors Map 23 Lot 321, West Yarmouth, MA Dear Board Members: Please find enclosed for your review and comment, revised plans for the proposed 3-bedroom house and the associated sewage disposal system at 21 Bames Lane. The revisions include the addition of a proposed garage and the results of an additional soil test performed June 13, 2002 by Paul Carey of Horsley & Witten and witnessed by Bruce Murphey of your office. Thank you for your assistance with this project, and please call if you have any questions. Sincerely, HORSLEY & WITTEN, INC. ?anar , P,E. M ager Horsley & Witten, Inc. so Route 6A June 26, 2002 Sandwich, MA 02563 Yarmouth Board of Health Phone • 508.833.6600 Yarmouth Town Hall Fax • 508.833.3150 1146 Route 28 www.hom(eywftn.com South Yarmouth, MA 02664 Re: 21 Barnes Lane, Assessors Map 23 Lot 321, West Yarmouth, MA Dear Board Members; Please find enclosed for your review and comment, revised plans for the proposed 3-bedroom house and the associated sewage disposal system at 21 Barnes Lane. The revisions include the addition of a proposed garage and the results of an additional soil test performed June 13, 2002 by Paul Carey of Horsley & Witten and witnessed by Bruce Murphey of your office. Thank you for your assistance with this project, and please call if you have any questions. Sincerely, HORSLEY & WITTEN, INC. Cv� ?a0ular , P,E. M ager Horsley & Witten, Inc. so Rene 6A June 26, 2002 Srftch, MA 62563 Yarmouth Board of Health Phone • 538.833.6666 Yarmouth Town Hall Fax • 56B.833.3156 1146 Route 28 www.horsleywitten.cam South Yarmouth, MA 02664 Re: 21 Barnes Lane, Assessors Map 23 Lot 321, West Yarmouth, MA Dear Board Members; Please find enclosed for your review and comment, revised plans for the Proposed 3-bedroom house and the associated sewage disposal system at 21 Barnes Lane. The revisions include the addition of a proposed garage and the results of an additional soil test performed June 13, 2002 by Paul Carey of Horsley & Witten and witnessed by Bruce Murphey of your office. Thank you for your assistance with this project, and Please call if you have any questions. Sincerely, HORSLEY & WITTEN, INC. auI Caz , P,E. Project M tiger qirR4k"1'A.s "RVtDtY ,6 p �@10TIN NOV 12 2002 By p Easy to Install and Service p Unique Control Technology El Made with Weil -McLain Quality 21-UP_N65 Lm/ (�bsryteti+aot+� an ISO 9301 C*mred C-mpwy Applications: • Residential • Multiple Boilers • Schools and Other Institutions • Indirect -fired Water Heating • Radiant Heating ... And Much More 13 Series 2 GAS BOILER for Sidewall or Natural Draft Venting (Induced Draft) Water Net Ratings: 37,000 to 169,000 Btu/Hr. Design Advantages Cast. Iron Sections with Elastomer Sealing Rings Boiler sections are made of durable cast iron for strength, efficiency and long life. It's not uncommon for a Weil -McLain cast iron boiler to last 35 years or more. The heat pins in the vertical flue passages cause the hot gases to swirt about, covering the entire surface of each section for maximum heat transfer. Radiation plates further increase heat transfer for maximum efficiency. Modem elastomer sealing rings in the port openings assure a permanent water- tight seal. The flexibility and elastic memory of these seals (unlike metal push nipples) prevent leaks caused by thermal expansion and contraction. A special high -temperature sealant between boiler sections assures tightness from gas leakage in the block. High -Grade Stainless Steel Burners European -designed, high-grade stainless steel bumers have internal venturi air flow technology for accurate mixture of fuel and air. This provides for maximum efficiency in fuel usage. These burners are made entirely of stainless steel and designed so the bumer ports provide exceptional stability with natural or propane gas for quieter operation, longer life, and improved combustion. Venting Flexibility The CGi boiler has the flexibility to be vented one of two ways ... Direct Exhaust denting Direct exhaust venting (also known as 'induced drafr): uses inside combustion air with no combustion air connector piping. The CGi boiler can be non -direct vented either through a side wall or through the roof. This is considered a Category III appliance: positive vent static pressure and vent gas temp- erature that avoids excessive condensate in vent. Natural Draft Venting Natural draft venting (also known as 'chimney draft venting'): uses the natural draft provided by a vertical vent or chimney. This is considered a Category 1 appliance: non -positive vent static pressure and vent gas temperature that avoids excessive condensate in vent. KI Sequence of Operation Q Control Module ai Supply to system I? Flame rollout thermal fuse element j Return from system . j:' Burner shield OTransformer c� Stainless steel bumers k Plot burner and bracket OInducer d; Flue outlet �l ' Gas manifold Air pressure switch e Gas valve m' Cast iron boiler sections —! f' Pressurettemperature gauge , n_ Flue collector Q5 limit switch `I ` g4 Relief valve o Junction box © Boiler CItCUIatOt by Air vent connection How the boiler works .I.. When a room thermostat calls'for heat, the control module starts the system circulator and inducer. The control module runs the inducer long enough to purge the boiler flue passages, then opens the pilot valve and activates the pilot ignition spark. The control module allows up to 15 seconds to establish pilot flame. If flame is not sensed within 15 seconds, the control module will turn off the gas valve, flash the Flame light, and then enter a 15-second postpurge. The control module will then start a new cycle. This will continue indefinitely until pilot flame is established or power is interrupted. Once pilot flame is proven, the control module opens the gas valve to allow main burner flame. When the room thermostat is satisfied, the control module turns off the gas valve and pilot valve, operates the inducer for a 15-second postpurge and waits for the next call for heat. The control module indicator lights show normal sequence when the lights are on steady. When a problem occurs, the control module flashes a combination of lights to indicate the most likely reason for the problem. 4 Aeatures ... Advantages . • ..Benefits • Weil -McLain Control Module and Ignition Control. Designed for Weil -McLain ... mistake -proof wiring ...diagnostic indicator lights. • Compact design. Saves valuable living space. Boiler is only 28 inches high, 23 inches deep. Power venting eliminates the need for a draft hood. • High-grade stainless steel burners. European -designed, high-grade stainless steel bumers for quiet ignition, longer life, and improved combustion, • Wiring harness. Plug-in connectors that attach only one way to assure mistake -proof wiring for installation and component replacement. • Easy power hook-up. J-box located on outside of boiler with pre -stripped wires. • Convenient servicing. Accessible controls ... control module with diagnostic indicator lights ... simplified wiring ... vertical flueways ... top cleaning. • FaCtory-tested. Every boiler is tested at the factory to assure reliable operation. • Improved parts kits. Parts furnished in convenient kits. • Limited lifetime warranty. Covers cast iron sections. • Multiple boiler systems. Use two or more high -efficiency CGi boilers in place of one large - capacity boiler to meet the space -heating requirements of larger buildings. • Homeowner Protection Plan, Covers labor and all Weil -McLain supplied parts for 5 or 10 full years. Available through participating installers. Weil -McLain Control Module and Ignition Control The control module has: • five indicator lights — power, thermostat & circulator, limit, pressure switch, flame — that show proper operation and make troubleshooting easy. • plug-in connectors that attach only one way to assure mistake - proof wiring if components ever need to be replaced. The control module responds to signals from the room thermostat, -- air pressure switch, and boiler limit control to operate the boiler circulator, pilot burner, gas valve, and inducer. The module controls all -- -a ignition, operating and safety -related functions. In addition, its -'— microprocessor continually checks itself 60 times each second. If a situation such as electrical 'noise" or low voltage is encountered, the ==z= control module restarts and retries, eliminating nuisance lockouts. And regardless of future control improvements, the Weil -McLain control module assures newer controls will always fit. .• All CGi boilers come with a large -faced temperature and"rt pressure gauge, which Installs in a tee in the boiler supply on the top of the boiler. Every T & P gauge comes with a spring - loaded immersion well that provides for easy installation and replacement without draining any water from the boiler or system. By install- ing the gauge in the system supply flow, a more accurate reading is provided. Also, the location ' of the gauge and the larger face provide for easy monitoring of boiler temperature and pressure. 5 Ratings eat 1. H (u, DOE Net I=B=R Approx. Boiler Minimum Boiler Heating Water Shipping Water Vent Model In; Capacity Ratings DOE Seasonal Efficiency Weight Content I Connector (1) MBH (2) MBH (2) MBH (3) Percent (AFUE) (Lbs) (Gal) Diameter (4) CGI.25 50 42 37 84.0 200 1.5 4' LD CGI.3 67 57 50 84.3 200 1.5 4" LD CGI-4 100 85 74 84.0 240 2.1 5" LD CGi-5 133 112 97 83.7 280 2.7 5' LD CGlu6 167 140 122 83.3 325 3.3 5" LD CGi-7 200 167 145 83.0 370 3.8 5" LD CGf8 233 194 169 82.7 425 4.4 5" LD NOteS: (1) Add -PIP' for natural gas. TV for propane. (2) Based on standard lest procedures prescribed by the United Slates Department of Energy. (3) Net Ii ratings are based on net installed radiation of sufficrtm quantity for the requirements of the building and nothing need be added for normal piping and pick-up. Ratings are based on a piping and pickup allowance of 1.15. An addit onal allowance should be made fa unusual piping and pickup loads. (4) Refer to National Fuel Gas Code, ANSI Z223.14atest edition for chtrnney suing and vent connector lengths. CGi boilers are GSA. design cenifled for installation on combustible flooring. Tested for 50 psi working pressure. Dimensions 13%—► 2e% �-12— 31 +wn LE"SIDE NOTE. Boiler rirndator it shippedloose. Circulator may he mounted on either boiler supply or return piping. Seedimmnsion chaff forpipe size of circulator flangrpmvided. 1TV's 1% Boiler Model Dimension Inches W Supply Piping in. (1) Return Piping In. (1) Nat or LP Gas Connection Size Inches Crate Dimensions (Outside Measurements - In.) Length Width Height CGI-25 10 '/4 '% /2 27 27'/a 31 % CGi-3 10 1 1 /a 27 27Ya 31'/a CGi-4 13 1 1 /2 27 27'/a 31 % CGi-5 16 1 1 /2 30 27 %a 31 % CGI-6 19 1% 1V4 %a 33 27'% 31 % CGi-7 22 1% 1% '/e 36 27'% 31 Ya CGi-8 25 1% 1% '/e 42 27%: 31'/a NoteS: (1)CirculatorflalxJe suppfiedwith boiler is same size as recommended pipe sue. Forsupplyand return boiler tapping size, we insU0. abon manual. FRomT Ftmw slOE TOP wells Standard and Additional Equipment Standard Equipment: Factory Tested Two-piece Top Jacket Panel Insulated Extended Steel Jacket Cast Iron Sections with Built-in Air Separator Radiation Plates Steel Base Integrated Boiler Control Module with Intermittent Electronic Ignition System & Indicator / Diagnostic Lights Inducer Assembly Flue Gas Collector/ Transition Assembly Combination Gas Valve for 24 Volt Wiring Harness Air Pressure Switch Non-Linting Pilot Burner High -Grade Stainless Steel Burners 40VA Transformer Electrical Junction Box Rollout Thermal Fuse Element High -Limit Temperature Control Circulator (when ordered) 30 PSI ASME Relief Valve (boiler sections tested for 50 PSI working pressure) Combination Pressure -Temperature Gauge Drain Valve Each opening must have free area of 1 square inch per 1,000 Btuh of CGi boiler input Additional Equipment: CGi AL29-4C3 Starter (same as CGs Starter) Taw 110 Circulator B&G 100 Circulator Expansion Tank Package (expansion tank, fill & check valve, auto air vent and fittings) #109 - sizes 3 thru 5; #110 - sizes 6 thru 8. Shipped in separate carton. High Attitude Kits W-M 5 & 10 Year Homeowner Protection Plan W-M Indirect -fired Water Heaters W-M Maxiflos Pool Heaters. W-M AlumiPexv Radiant Heating Products W-M Baseboard Units In the Interest of continual) improvements in product and performance, Weil -McLain reserves the right to change specifications without notice. P WEIR-""[ IN Locate our Sales Offices by visiting our website: Weil-McLainw- A United Dominion Company wwweil-mcfain.com 500 Blaine Street Michigan City, IN 46360-2388 0 2000 Weil -McLain Form No. C-850(0300) DEC-09-2002 MON 10:31 AM P. 01 an BC CALC 0 2002 DESIGN REPORT - US Thursday, December05. 200213:39 Double 1314" x 11 718" VERSA-LAM(1) 2900 SP FNam - BC CALC Projed: FB01 Job Name - HI Description - Address - t/$AZtIEB W11 Speedier - Rick true City. Stale. Zip - (,J, yl'�M4a—'�:L 2 - Customer reports _ ICBO 5512, BOG 98-52. SBW 0Hz In 2 n ran 1 C I 1 r I C RIP : 8otelb'a Lumber Co, Inc. utc 10 BD at 2940 M LL 2940 bs LL 1174lbs DL 1174 6s DL Total lforizarrtsl Length-12-03-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End live Dead Tffb. Dt r. S Standard UnfAres Load Leif 0040-00 12-03-00 40 PSF 15 PSF 124XMM 100 Member Type: - Floor Beam Number of Spans - 1 Controls Summary Lea Cantilever -No CWdMI Typo VaWa %A6ovrabfe Duration Loadeata Span Location Right Cantilever - No Moment 12599 a4ba 63.3% @ 100% 2 1 :Internal End Shear 3449 bs 42.9% @ 100% 2 1 - Left Slope 0012 Total Deflection U421 (0.348) 56.9% 2 1 Trbwtary 12-00-00 Live Deflection U590 (0.2491 61.0% 2 1 Repetitive We Mar. Daft 0.3487(tim0: 1-) 34.8% 2 1 Construction Type Na SW/Deplh 12.4 1 Lae Load 40 PSF Dead Load 15 PSF NOTES: Pad Load 0 PSF Design meets Code minimum (11240) Total bad deflection criteria. Duration 100 Design meets Code minimum (W-160) Live load deflection criteria. Design meets arbitrary (1T Maximum bad deflection criteria. Disclosure Minimum bearing brgal for BO is 1-11r. The completeness and accuracy of Minimum bearing length for 81 is 1-1r2' the input must be verified by anyone Ecneredamplayed tlor®ntsl Spar Length(s) = Clear span + 112 min. and Waning + 12 intermediate bearing who would ray on the oulgd es evidence of suitability for a particular application. The output above is based upon building code-aceepted design properties and onalyaia methods, lnstablmn of SOISE arghwared wood products mud be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions. please call (BOD)232-0788 before beginning product installation BC CALOD, BC FRAMERS. BC®. BC RIM BOARD"', BC OSS RIM BOARD"' BOISE GLUtAM- VERSA-LAM®, VERSA-RIt1®, VERSA -RIM PLUS®, VERSASTRAND-. VERSA -STUD®, ALLJOISTO and AJS"' are registered Iradernwks of Boise Cascade Corporation, Page 1 of 2 BUILDIM, TOWN OF Y A R M O U T H @I.E(:TRI( \L GAS 1146ROUTE28 SOUTH 1AR.410UTH MASSACHCSETTS011364-1451 Telephone (508) 398•Y431. EeL. _'61 — Fax (508) 39 r�OCT BUILDI\G DEPARTMENT1BUILDABLE LOT INQUIRY FORM 0 5 999 Lot No.-32 L—Assessors' Map No. X3 Street ( I SLn1ES �-N 'i`� Af�1oJ i T%A Endorsement Date of Subdivision Plan and Type (if applicable) Total Land Area (sq. ft) a7R7a,LJCI �. Frontage A00 L...x-+i5�'DEJA n&fer" ST Name of Current Owner 0►.A1CC IQQ Address NArrk MA 0176o Telephone No. IJ A Inquire's Name cif differen# fr-om owner) I4AT ROrs\' 15LIidS Telephone No Sa877! 4TT3 Inquire's Mailing Address 1184 soeA WL- N.10dOn0%31^ Nu+ U�V i- Building Intent-Fc: rvL- Adjoining Lot Numbers �a `oi ��� 32 s Signature of Applican AODate of Inquiry I FOR OFFICE USE ONLY _Does not conform with M.G.L. Chapter 40A, Section 6, single lot exemption, or Definitive Plan Exemption and/or the applicable zoning bylaw, as per information provided. Raaenn _CV onforms with M.G.L. Chapter 40A, Section 66 single lot exemption, and/or applicable zoning bylaw, as per information provided.3'� / S Protected pursuant to M.G.L. Chapter 40A, Section 6, Definitive Plan Exemption. _Application is incompIlete. Comments: _Adequate road access must -be present. Determination of access shall be determined by the Planning Board (if applicable). /Must satisfy Title V requirements. _/Must satisfy Conservation regulations, if applicable. "stigator s Signature f(" ,/ /i-= -.J ACCT# 023.323 MAP 013 LOT G10 ~` LOC 00058 CROWELL RD Plan PAGE DDC. CERT. -PROBATE t _ ACtT#_0231.325 ✓ MAP 013 LOT D3 LOC 00166 SILVER LEAF LN 56 Rte. f Plan WRWA WON,, ffm,#� � rrr ►7. -. r c ACCT# 23 .321 MAP 013 LOT GB LOC vo�o � ES LN Plan lllf7 ACCT# 023 20 MAP 013 LOT GI PLAN NO. « �� LOC 0001 NES LN '®mmgairor� • VOW:I TOWN OF YARMOUTH I146ROUTE28 SOUTH 1ARMOUTH MASSACHUSET" Tcicphonc (308) 398-2231. Ext. _'61 — Fax (508) 39I 1 ;* BUILDING ELE("rRI(:1L GAS j BL ILDING DEPARTMENT UU APR 26 2000 U BUILDABLE LOT INQUIRY F T4/2A/&75 ByLot No. •3 Z� Assessors' Map No. 7-3 Street 21 L14i✓� G% Endorsement Date of Subdivision Plan and Type (if applicable) leg 2/ q Total Land Area (sq. ft) Z71 q Zd Frontage 99 G9 f r PEVA 1'1 G.t cFi-�Tl ST Name of Current Owner d A' 14 e-10 [, I Address 1y4Ti e K Telephone No. /lv Inauire's Name (if different SPY from owner) M 1T�o/�oSrq 5 Telephone No S- 6 3 3 0 Inquire's Mailing Address ��ol C2a[.��'u 116. 4v•yA2h0/lr#, A4 d267 3 I Building Intent L $/( SF VusC Adjoining Lot Numbers a 3 Z Z1 2 S � Z6-ea Signature of Applicant Date of Inquiry 1 FOR OFFICE USE ONLY _Does not conform with M.G.L. Chapter 40A, Section 6, single lot exemption, or Definitive Plan Exemption and/or the applicable zoning bylaw, as per information provided. Reason I Conforms with M.G.L. Chapter 40A, Section 6, single lot exemption, and/or applicable zoning bylaw, as per i'rtforrwdon provided. ✓/ ^' /D / Protected pursuant to�M.G.L. Chapter 40A, Section 6, Definitive Plan Exemption. Application is incomplete. Comments: ____Adequate road access, I must -be present. Determination of access shall be determined by the g Board (if applicable). us tsatisfy Title V requirements. Mst satisfy Conservation regulations, if applicable. , 6 / d+T�'e!'�� Date Qstigator's Signature ACCT# 023.322 MAP 013 LOT G5 6 LOC 003SO CROWELL'RD Plan PAGE CERT. -PROBATE 462a, r-, C 6 :3 q7.:2r-,-. ACCT# 023.325 MAP 013 LOT D3 LOC 00166 SILVER LEAF LN ACCT# 023.320 MAP 013 LOT G1 LOC 00011 BARNES LN. i PLAN NO. i/ /t i ACCT# 23 .321 MAP 013 LOT G8 Plan ;`y LOC 00021 BARNES LN PAGE - DOC. CCRT. PROBATr rA:: Kati c . c� — �s� : p -E;L - 3 uis D is o� — v 1013 ZZ40 bivh G. I D t 10 -5- g0 I Oi 3 -Wl 0 3 2003 D 3y a -BARNES (40' PRIVATE WAY) LANE ---- ------ GRAVEL ---- WAY N54 52'00 "W 199 69' 0 0 30 0' 36.1' 14 0' Q k FOUNDATION W TOF EL.= 142' r O O ' 30.0' 9" G1 W c� a� S54 52'00'E A. M. 231325 A. M. 231321 AREA= 27,826t s/f 210 68' COMMUNITY PANEL#. 250015 0005 D 2 ti W 0 0 FLOOD ZONE 'A= 9 " FOUNDATION CERTIFICATION RES zoNE "R-25 " TOWN WEST YARMO UTH SCALE.• 1 "-30' PL. REF 224 9 ELEV SEE ABO VE I CERTIFY THAT THE ABOVE YANKEE SURVEY CONSULTANTS . ���ZN a uM ����. FOUNDATION IS LOCATED ON `P� „Q�oss P 0 BOX 265 THE GROUND AS SHOWN, AND pnuLns' UNIT 1, 40B INDUSTRY ROAD IT'S POSITION ----- =� MEMHEW N= MARSTONS MILLS, MASS 02648 CONFORM TO THE ZONING LAW ; \32M Z4 TEL. 428- 0055 SETBACK REQUIREMENTS OF • O�r vADr,rnnmu _ �'',lAu6�e_.oQ.a�`� FAX 420-5553 PA UL A. MERITHEW JOB DATE 102103 NUMBER5q- 7gFWD TOWN OF YARMOUTH #242 SCHEDULE OF DEPARTMENT BILLS PAYABLE To the Town Accountant The following named refunds of the Building Department Totaling $25.00 dollars have been approved by the Asst Town Administrator, and you are requested to place them on a warrant for payment. DATE: October 2, 2002 NAME VENDOR# AMOUNT HU CUhl A M TOWN OF YARMOUTH b 4 BUILDING DEPARTMENT 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 261 LOT INQUIRY FORM (used for zoning purposes only) Assessors' Map NoLe;�2_ Lot No. Street Endorsement Date of Subdivision Plan and Type Total Land Area (sq. ft.) ! Frontage Name of Current Inquirer's Name ( Inquirer's Mailing Building Lot Numbers / — / x � a'1— 31 By signing this application I assert my understanding that the purpose of this inquiry is to determine whether the aforementioned lot(s) qualifies for protection afforded certain heretofore -undeveloped land and that to the best of my knowledge this lot(s) has never previouslybcen built - , —,&, Signature of A licant // !� Date of Inquiry DECISION (for office use only) Does not conform to the applicable provisions of M.G.L. Chapter 40A, Section 6, Definitive Plan Exemption and/or the applicable zoning bylaw, as per the information provided on this date. Reason Conforms to the applicable provisions of M.G.L. Chapter 40A, Section 6, and/or Section 104.3.4, Para of the zoning bylaw, as per the information provided on this date. Comments: Protected pursuant to the applicable provisions of M.G.L. Chapter 40A, Section 6, Definitive Plan Exemption. Application is incomplete. Comments: Adequate road access t ust. be present. ,A deternunation of ad_equ_atc access shall be made Planning Board pars A"r TM 10 I ldmg permit i Shall satisfy Title V >fgM (See Health Dept.) f Shall satisfy Consen ition regulations, if applicable. Shall satisfy the Old FmOMP"Rway Rf gioii8YW—&dtic )= stdctPCtmrgmrssr (if applicable) Investigator's Signature _oi 14qo I gtgo i g561 I i,6i0UNT TO PAY $ -�---� 16 2 `,. _ n5� Rev. 8/02 lOC. J20 MAP 00011 BARNES 013 LOT C1 --- LN - PLAN NO. 800Wp0C Page/Cert' DATE SELLING ACCOU PRICE NO. ACCT# 023.317 LOC 00022 BARNES `N013 LOT 014 f1 j+i. Y� Gt aoc �. %f e. QR0HA' '—.. ACCT# 23 .321 - LOC 00021 MAP 013 LOT BARNES LN 0g �... U/Is Q Dim f� -ACCT# 023. 325 MAP 013 LOT D3 ' S� Rte. = +` LOC 00166 SILVER LEAF LN s ,. Plan _ /� —✓3_ ___ _ OWNER- - v.... BOOK ... _. PAGE = CXRT.- ._. ,._ PRGlATE DgTI 4 r - QD _ i ACCT# 023.322 MAP 013 LOT G5 LOC 00050 CROWELL RD +Plan r Y'PAGE .bi1C.t ERi ;, .PRWATE - `TiC r.. 41 .'i �j of 5 Troutman 75 Summer Street $20.00 $20.00 Powers 21 Barnes Lane $25.00 $25.00 3031 Downey 277 Buck Island Road $20.00 $20.00 11679 Holiday Vacation 488 Route 28 $50.00 $50.00 1285 McBride 7 Starbuck Lane $125.00 $125.00 4755 Berkerdite 46 Hastings Road $25.00 $25.00 726 Johnson 41 Captain Lothrop $25.00 $25.00 6285 Swift 50 Lily Pond Drive $25.00 $25.00 11798 Nahkala 17 Cocheset Path $50.00 $50.00 4769 Scott 15 Centerboard Lane $25.00 $25,00 1008 Maguire 143 Higgins Crowell Rd $25.00 $25.00 2420 Decoteau 9 Calico Road $17.50 $17.50 56831 Maguire 143 Higgins Crowell Rd $25.00 $25.00 2420 Decoteau 19 Calico Road $17.50 $17.50 56831 Kenney 60 'Cottage Drive $25.00 $25.00 1530 Cavanaugh 25 Nicholas Drive $32.00 $32.00 150 NoName 38 Ca t Besse Road $25.00 $25.00 1423 Deppmer 38 Marlin Way $25.00 $25.00 1319 Mullaney 118 Seavlew Ave $25.00 $25.00 56830 Josef 115 West Yarmouth Rd $17.50 $17.50 56830 Sethares 2 Morning Drive $53.00 $53.00 56830 Elephant House 8 Strawberry Lane $25.00 $25.00 56830 Englewood Condo 60 Broadway $17.50 $17.50 56830 M Josef 115 West Yarmouth Rd $17.50 $17.50 56830 Sethares 2 Morning Drive $116.00 $116.00 56830 Englewood Condo 60 Broadway $17.50 $17.50 56830 Yarmouth Head 939 B Route 6A $50.00 $50.00 65889 Citizens Bank 1116 Route 28 $50.00 $50.00 895201 Country Day School 720 B Route 6A $50.00 $50.00 2075 Walbridge 1272 Route 28 $0.00 $0.00 B- Harris/Arone 885 Route 6A $20.00 $20.00 180 $20.00 8-20 Toy 424 Route 28 $0.00 $0.00 B. 6- Garcia 674 Route 6A $40.60 $40.00 160 $40.00 B 8 Nahkala 117 Cocheset Path $0.00 $0.00 B2 Capoblanco 1227 Hi hbank Road $35.00 $35.00 $35.00 B-266 Silver man 26 South Street $175.00 $175.00 4064 $175.00 B•26 Males Ino 73 Hazelmoor Road $35.00 $35.00 2326 $35.00 B-268 LaRocca 40 Marshside Drive $1,434.00 $1,434.00 3267 $1,434.00 B-269. Crane 55Cran berryLane $598.00 $598.00 18870 $59&00 B-270 Hamel 23Tan IewoodDrive $25.00 $25.00 669 $25.00 B•271'