Loading...
HomeMy WebLinkAboutBuilding Permit #226-15 - 100 DALE STREET 9/2/2014 OORTH BUILDING PERMIT 0F�t.eo ,6 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION " " Permit No#: ol(o �J Date Received A 7 p°gwre°AQP`•(� gSSAC HU`��� Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION /e_ 75 Print PROPERTY OWNER �L�C.t►�.`t-►w� ��QG�cC Lgod � Print 100 Year Structure yes MAP �7 PARCEL: ZONING DISTRICT: Historic District yes Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ,New Building %_One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg 0 Others: ❑ Demolition ❑ Other ❑ Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer DESCRIPTION OF WORK TO BE P RFO ED:,/ 1 J�6/0 l� Identi kation- Please Type o Print Clearly OWNER: Name: CCx-eAAtkA Phone: Address: /S ��t ��' WA- Contractor Name: Vl�hoiae- 7S^' �7'z� Z Address: G �� aXA Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 2 , S�� FEE: $ Check No.: J 60.2 Receipt No.: 7 �� NOTE: Persons contracting with -eg tered contractors do not have access to the guaranty fund Signature of Agent/Owner _ Signature of contractor r Location A!/0 No. 2 9i;� — / Date 49/ . - TOWN OF NORTH ANDOVER 41 Certificate of Occupancy $ /Z,0 Building/Frame Permit Fees ? Foundation Permit Fee $ Other Permit Fee $ • TOTAL Check# 2 -/.f wilding Inspector . Plans Submitted ❑ Plans Waived 0 Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swiumning Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on Siqnature COMMENTS HEALTH Reviewed on Signature COMMENTS i I Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments I, Water & Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS Dimension Q Number of Stories: Total square feet of floor area, based on Exterior dimensions-/ Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) �I ❑ Notified for pickup Call Email Date Time Contact Name 1 Doc.Building Permit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits o Building Permit Application o Workers Comp Affidavit o Photo Copy Of H.I.C. And/Or C.S.L. Licenses o Copy of Contract o Floor Plan Or Proposed Interior Work D Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks o Building Permit Application o Certified Surveyed Plot Plan o Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) o Mass check Energy Compliance Report (If Applicable) o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application o Certified Proposed Plot Plan o Photo of H.I.C. And C.S.L. Licenses o Workers Comp Affidavit o Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) o Copy of Contract o Mass check Energy Compliance Report o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stampthe decision from the Board of Appeals 9 PP that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 of Ao oTR,ry 4 AcNosE�49 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 226-15 on 9/2/2014 Date: March 15, 2016 THIS CERTIFIES THAT THE BUILDING LOCATED at 100 Dale Street MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Jeff Horne 100 Dale Street North Andover,MA 01845 Building Inspector Fee: Pre Paid$100.00 Receipt: 27972 Check : 5602 � NORTy q O �TLED w,fb sa 0- APPLICATION FOR CERTIFICATE OF OCCTPANCYANSPECTION �.,s R^rEo rea��5 BIJII.DING PERMIT# ZZG -IS SaCHUS / ADDRESS/LOCATION OF PROPERTY: /0 C) I Map Parcel Lot Number SUBDIVISION: 12/ DATE REQUESTED FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY: r� " S / �. FIVE (5)DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($20.00)WILL BE CHARGED IF THE-STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. APPLICAN SIGNATURE Permit Issued to: C o`� 4C.�S e ue i Address:_ ROUTING TOWN ENGINEER, SITE PL -DRIVE-WAY REVIEW CONSERVATION PLANNING 31!sll�• J� DPW-WATER METER Er -t ( � SEWER CONNECTION DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW ;r-- / SIGNATURE File:Application for OC form revised Jan 2007/2011 r 1 NORT11 ve" .. 0 . � h ti ver, Mass, A_ COC .0.2 ,C 1' S U BOARD OF HEALTH Food/Kitchen PERMIT T LD�-/ Septic System THIS CERTIFIES THAT ...:...,�.. ; '�� .. :" � ` ' � " ... „ „ , , , BUILDING INSPECTOR ... ..:.............................................. .. ..... ..... ..... has permission to erect.......................... buildings on ..�. .°....: .......... ........................................... Foundation S,.r Roug,k pk. , - to be occupied as '�'� ,� a -�,� r �.. q .................:....C'...:......:....... ..... .....,............................l..:... ...................................... Chi ney�� ll provided that the person accepting this permit shall in every respect conform to the terms of the application in on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration an Construction of Buildings in the Town of North Andover. LUMBI G INSPE T.Y RS VIOLATION of the Zoning or Building Regulations Voids this Permit. r °Roug(045 i. Final � y L.- PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough off. 6=e-• Service ........................... ........r...................................... BUILDING INSPECTOR GAS,INSPECTOR Occupancy Permit Required to Occupy Building dd�' ' Rough Display in a Con Final 'j E �l p y Conspicuous Place on the Premises - Do Not Remove No Lathing or Dry Wall To.Be Done FIRE-DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. 0(_ Smoke Det. y'y '/��'� i Qe HORTM # 6 v � fy y7S ACRUSE�49 - CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 226-15 on 9/2/2014 Date: March 15, 2016 THIS CERTIFIES THAT THE BUILDING LOCATED at 100 Dale Street MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Jeff Horne 100 Dale Street North Andover,MA 01845 Building Inspector Fee: Pre Paid $100.00 Receipt: 27972 Check : 5602 of HONTq 1N F a -v 3'#8 w[HUSE449 I CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 226-15 on 9/2/2014 Date: March 15, 2016 THIS CERTIFIES THAT THE BUILDING LOCATED at 100 Dale Street MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Jeff Horne 100 Dale Street North Andover,MA 01845 Building Inspector Fee: Pre Paid$100.00 Receipt: 27972 Check : 5602 CLEAResuIt 50 Washington Street Westborough, MA 01581 IECC 2012 & MA Stretch Energy Code Duct Tightness Verification ass s=ail Cate: � � �`°'� l 1 to Permit No.: Street Address: i 0© Total cond'iticned floor area: Source of Area Calculaticn: 0 +p+1Ct ry-P4 . HERS Rater: Certification Number: 910 11 Signature: Builder: ,00 nkv- c.,p .►-e- 01P M"�-� Builder Contact: HVAC Contractor: 2012 IECC-New Construction Post-construction test !9"Total Leakage—4 cfm/100 ft' maximum allowed Testing result: cfm/100 ftZ Rough-in test-Total leakage Air Handler Installed? ❑ Yes—4 cfm/100 ftZ maximum allowed ❑ No—3 cfm/100 W maximum allowed Testing resu t: cfm/100 ft, MA Stretch Energy Code—401.3 Prescriptive Option for Residential Additions and 401.5 Prescriptive Option for Alterations,Renovations or Repairs Applies to all systems except those in which the air handler and all ducts are located within conditioned space Y ❑ Leakage to outdoors-4 cfm/100 ft2 maximum allowed Testing resu It: cfm/100 ftZ Results apply to the system os tested on the date above. Compliance is void if any changes ore made to the duct system. CLEAResult Copyright 2015 Z'd 9 6b0-ZZ6-8L6 dolde-I CLEAResuli: 50 Washington Street, Suite 3000 Westborough, MA 01581 IECC 2012 402.4.2.1 Testing option Blower Door Testing Pass / Fail Date of test: ( (y��to Street Address: Total conditioned floor area: 2-9 L4 fo Total conditioned volume: Z�S�q 9 Source of area and volume calculations: Builder Rater Other HERS Rater: CLEAResult, Certification Number: C) i 1 C.i Z Signature: Builder: v tin, ka Gt o &tQ% Builder Contact: Tested Air Leakage Requirement:3 Air Changes per hour at 50 pascals (ACH50)or less Measurement: ACH50: 2.9 CLEAResult 9) 2015 6'd 9l,t70-ZZ6-8L6 doldel n®me Energy Rating Certificate Rating mbe� Certified Energy Rater Eric Wilder 100 Dale St. Rating Date 8/22/2014 N.Andover, MA Rating Ordered For Unknown Estimated Annual Energy Cost Use AWBtu Cost Percent 5 Stars Plus Heating 64.5 $1126 46% Projected Rating HERS Index: 52 Cooling 2.2 $94 4% Hot Water 14.4 $208 9% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 23.5 $841 35% General Information Photovoltaics -0.0 $-0 -0% Conditioned Area 2712 sq. ft. House Type Single-family detached Service Charges $168 7% Conditioned Volume 23249 cubic ft. Foundation Unconditioned basement Total 104.7 $2437 100% Bedrooms 4 Criteria Mechanical Systems Features This home meets or exceeds the minimum criteria for the following: Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Water Heating: Instant water heater, Natural gas,0.94 EF,0.0 Gal. Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 50.00 CFM25. Ventilation System Exhaust Only: 72 cfm, 21.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-51.8 Slab None Sealed Attic NA . Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.300,SHGC:0.250 Eric Wilder Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Conservation Services Group Foundation Watts R-0.0 Method Blower door test 50 Washington St. Lights and Appliance Features Westborough, MA 01581 508-836-9500 Percent Interior Lighting 100.00 Range/Oven Fuel Natural gas Percent Garage Lighting 100.00 Clothes Dryer Fuel Natural gas Refrigerator(kWh/yr) 550.00 Clothes Dryer EF 2.67 Dishwasher Energy Factor 0.82 Ceiling Fan (cfm/Watt) 0.00 REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 362,500.00 m $ - $ 4,350.00 Plumbing Fee $ 543.75 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 543.75 Total fees collected $ 5,537.50 100 Dale Street 226-15 on 9/10/14 Single Family Home r 1 tAORTH . : w: 0. . : : : ve" - tN oC ver, Mass, 2 / COC KICKlWIC K y1. 7,95 R'�TED /•PP��S U BOARD OF HEALTH Food/Kitchen PERMIT T LD 60!�tM"�Y Septic System THIS CERTIFIES THAT <` S FVj%` .. '���' BUILDING INSPECTOR .... ....................... ............. ... .......................................... has permission to erect buildings on A� G Foundation ' Rough to be occupied as .................. f??s ::G. .. 5�." ��... '.... .. .................................... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION RTS Rough .. ......................... Service ......................... ..� Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises - Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. • ��e�panrinaarza��eccC�i o�C%/iCUQo�cr4et Office of Consumer Affairs&Busififiess Regulation OME IMPROVEMENT CONTRACTOR egistration: 173842 Type: xpiration: -;,11%2012014 Corporation HORNE CONSTRUCTION! JEFFREY HORNE 156 BARE HILL RD BOXFORD, MA 01921 Undersecretary Massachusetts -Department of Public SafetyT Board of Building Regulations ulations and Standards Construction Supervisor License: CS-071149 JEFFREY S HOR1+E 156 BAREHILL ISDs BOXFORD MA 61921 Jy� '11""\ Expiratior Commissioner 05/21/201: J« F ._...... ...._.b, 28 x Colonial s baa�ti., . .,: ' I III III I lilt I If If It I I '11111 Hill Law% 11111 1111111 fill - - PrOBCt /OGBL/OA: ZZ 7 d t ,D q, ® ® ® ® ® ® ® ® ® ® �01� n CorrtrBctcr/Bu/ldar. ZZ 7 ®ZZM ® ® ® ® ® ® ®® ® ® ® ® ® ® ii ® Norne Construct/on Corp. UL rTTj ZZZZ 156 Bar.e ANlll Road �, 0I E I FFR Boxrord, MA m1% TO BE rwAEn 978 887-6709 J ITE AT ALL I I a _-- ° 1 O O " Stud 9° Kitchen Brkrst , c%Bt Bedrm 4 y oo `: ( 11-9 x 12-9 10-4 x 11-9 t ________ - 14 x 203 " Fam1/c� ----- 2 Idx24 4 L I ving u P entry Dfning M Bedrm / Bedrm 2 Bedrm 3 136 x 17-8 13-6 x 14 13-6 x 17-6 1l-B x 13 12-6 x 12-9 7 - First Floor )=Ian Second Floor Flan � �-� ...............■..............,....................■�.....i,■■,I■■■■■1,■■.I■■■1■■� ........■...,.■..■....■1.,■,1..,.■,1„r■......■....■.■.....■�.....■l■,.,i■,..■■[,...�.....■ agial—■■....■..,.............,.,...,..■..,...................,...,■..............,., _ .■�,...�.■.■n,.......■.,....,. ire...i■■■■.■■■.■■.r�...........i■■.■......■r.■■■.■■.r.■■■�■■.■�r■■.■■.ru •u.,■u■..,■,u■ru.■.,■,n.■■n uuo.■uuro■■.■uu■uu�► uuu■■u■u■uuow■■n„■■■„w•rn,■■n■■.r.,■■■u■urn■■rill■on■■■u■■r■auouu■u■■■.n,■r■.u■rnu.■uuru■u■■ .■i■■unrou■un■■■u■ ,anl■u.OIU■■lu.,■■lu■■IO I,■■ ,.goes as a"ll ,wr■Iu�,■,lu■,U,Or■1■.■■LU■r,l.,■,1.1■.■■IU■,■,Or■I„r■1■■■.r,1,■r■1.,1,■,Utr,la,■■Ipr,IQlt■■ v■u■�■■■uus�■■■�■� u�wonu■■u■■u.rou■ ■u■nr■nn■uu■un■■■u■■n■ouunu■■�rrnur■■u■noun■■■niruu■un■rur■uu■■u■■nu■■uro�u■� ��� •�iu ■n,un■■■■uunu ■raw■■■�■wr�w■r■.■■■P Ir1■■■1■■.r.■■w1■■r■.■■■1■■1.■■q■■■I■■■I■■I,■■n■■r■11■■■1I,/r■au■11,■■■nu■nft■■.nuuu.■nuruu.■uuru■u■n to a, uonu■u,■■nu.rn,�. m�u■.u■.■nu■uu■■nano■,■w,■nuurnnrt�muwuu■uu,iu■wuu■nur■unu,in■u,uu,uuwwoiurumu■ .u.r■n■r■nu■tu■ J. '111111111 iuo„■■u,■uu■.r■iu.u,uw,i■.nr■..■■■n.■r■urnu■■nonu■■n■r■iuo■.■■■tuu■t■■■uu■uo■.,.r■■.r■an■� ■n,■■u■unu■■u■�■n uu■ununumv ursurow■o.roup■■u■■■iris■also.■u■■u■.r�u■uu■■■r�■urea■ru■■■uuu■r■uu�■uru■■.u.■.■ .m■ouuumum,■o ■uuuouuou■�• �� ■nn■■uu.■nnnuun„■..■u■,uunru,■.■uu■ours.u■■uuouaun,u■wuuu■niu■nu■nu■ni■w■■u■■uu■wn ■u■uu■ou■ ilouuunu■u.■■■,.r 1 - uouu■uu,r■uun■n■■,n.r■ion■,wonu,r,■u■nu,■■nuuuuuuutnuunuruunt,uu,un,■,u■■nuuou■rnuun ■w■r■u■■u�nr n■r■u■ruurru■■uu■r,.■uu■uu■swawa.Drool■n■uwa■■u■■u�■■luau.■■u■■■„�rru■u.■.w■■.w■nu■� an■nnuw i■1. aurnuua■u.■r .■.uuau■■■uua■u■uu■u■,.■n,■Doulnu■u■unu■■nur■nu■n■■r■nuni■■.■�� ow■uu■,uuu inusu■ouur = u�■■■.■u■iu■u■.■ ■■■u■�,u,mr■uwraur■nousmr■nmou■■■anon■r■iAuouuwuuwunuu■■iur■un.■■ •uu■u■■tri .nn,ouunw■• uuunuu■un■n,■.■n■■■n,■ •nuun■,u i,■,uumnu,,. u■■l�llu■uow■■.■.a,u.r,iu���iii�ii�ii■i��ii�i��iiiu■��iiwiiu■will■sionow u�ii�i�ii�aii�i�iiwall..a .n,.■,n�rll uununnr nu■.rruar■n■smuouu �,�■■■■� .nuuuu�, ■■nal■uu.■u■■■nu■nuu.u■ ■uu■uu■■un■u■uruu■�ur■uu■.n■rola■uu■,■nunu■ran„nu■■r■uuuu.ni r�n,u uuuuu�. ur,uu■iu■�mu■um■,uu,u.u■aur,u,noun■uuunu■aun■,uu■uu,■ruouu■■■uur■uu.r■u.oiu..■■uutnau, u■iru n■■u■w ■u■■ursuurn■Douln■■■■ ■■■ ■uu.u■urmu■u■ru■u■ur■uu■■ur■o■u■u■ouu■u■■ouuu■ruur� ■1■■■1■■■1rl■■■1■■r■1■■nw■1.■•It■w.IU■1■O,wr■lar■.1,■■.I■■r■n■■■nUr■.I,■■.1■■■I■.Ipp�pr■nprap.■nurn■■.■U , ,- ■Dulluu.■■uu■uu.■,uuw■vu■u,r,uu,■,naw,u■,u,■uuu■■umuuuuuruuu■,inr.nu,■.u,ruuu■u,■.,unu, , nen• � _ �_ �� ■1■ _-_ ■■■ -■■■ _11■ ■1■ ■■■ ■■■ '_ _ __ _ ■■■ ■�■ ■■■ ■■■ 1■1= = -- __ !■■■ _ = __ _ i■1■ _ _= - ■1■-= __ ■■/■ ■■■ -=a iii ■■1■■ _ _ ■■■ mom ass ism ■111 _ ■ ■■■■■■■ ■■ - 6. .l■■� -- = — 1■'' ---�11 _ ■■■ ■■■iii 11 �� ■■■ MM--== -- ■1■ ■■■ ■1■ 1! _�= = 1/ = = 111 111 ■a■=■■■ 1■■ — - ■■■ ■ L E■■� - II'��'I'� 1V""11�IIIII��III�e - on ■■■ ' __ i� _ _ ��� ��� = iii;= —�—_`='='x!11■ ■■■ ■■■.�MINES]_ — = — ■■■ — iii iii!: .■ - as! r � � 3 Neadar to extend Needer to extend ova lUall Panel over !Ldl/Panel g Neader Splice � r Conr�ct P/ets to Nsader /P re lred E � w/th 2 roues lod rolls • 12"6.e, � , " � Sheath/ng edges . n n LST4 3 ( " 6 - 16d Sinkers ++I i I++ + + + ,f Stud to Neader ++ ++ + + + + ++ ++ + +++++++ Slrpson 6d Strap ++ ++ +. + +' + +++++++ + + LC at each end or openlrg .4ddlt/ona/ studs i s ;t 0 for Garage Door^0 3 roars ad naI/s 1 on !Welds Face of ufe// • 12 c A Connect P/ate to Neaideer i /f needed i � � � 0 w/th 2 rows 16d Sinker 3 p Connect Sheathlrag to Neadar ii ii ii ii 4 h Na/ls •3"o.� Prescrlptive Dee/gni z n i� with ad n0/le In 3"o.a. Based on /RC X1006 i �@ ' Grid as shown s 4 B/oek/ng for eheath/ng Portal Frames . i ii 4'above top of .4/ternat/ve b ii Sheath/rry Splice �� �� �� h foundation Connect R602/0,6.? 0 locat/on O s i n w/th (3)- 16d S/raker Nal/s i 0 e * ii Bd Na!/s - ,4// Studs, P/atg" R eat for Sse Garage Door i ep Connect Studs w/th 2 rows Sheath/ re /remerrt U u u Sills $B)ockInrg •3".o.c. Doub/e Door # �� " i ng 9u i u n n n /Od naf/s • 4 o.r- I i i /! n n ru- sla#AA--her Bolts wIlh?"VkVl6"lllashar P/ate �Q1ra t� �oL�r A307 Bolts, 7"embse3! (m/nlSimpson Sr140 /4 Strew r/e •4 Dove/s at carnes• a 24• "Old Down at each.end -�• h� u�a//paves% (tom, Sh�ath/ney Requirements s4 Rebar, r I B of wa// 14"Eme'drd. <mfro in Cot= See H F P/an Coordinate w/th Gar P a" _.(minJ open/njrJ iLAWP24CEDoor rough ?�" HAROLDT �� ti rt (m/nJ (mini CElt Qv 0 1® v �hL Q'S zE�` Caraer� • ° One #4 Tabu- SSr�NAI�NG� Door •'1 .{.�• •_ ° . In��co,� n"m/n frainlne�► R�qulr&mgnts . . caber length -. rrnwr►►ror19111mYv OV ........... w•• i) I�as3,R,0gsr•�b, r� A 1.�0'>q U ECmsOm!rr7i1•»1lrr.�D• U�� WREN ». w ... .. ARO!rwa ir sHmyGC/ )� � S7NON 3rD! i M13- i NUO r �' - . 65 I.la+r for_'Ma Id .;raw mrtlNr angdl L,vt..M: strenrar.amrswa�wserAmras �1 ,. +i�� . - IMn•4nnr pow+ib.d rAo'1en aM hd d+r�np... - .;\� 1 for oY•YOA1 aAw'Ift 7.1 ned•d VIUM,•dv b _ `t - tly 1p•DII IH/9tl D"itfeta�•vn.ndl.rasa 7l . `:�� . ' MUU/4/bNOQM - 3.No+uY'dW WrrMlMrta hill+¢dN /.tnliry b rw KFp mpaep«S•il m :ar.ya.w•n:OOD. . v 'Rlh.°O°Rl�siW .Ibf IYR11IDdf Td—YfI=J#R - NOteB: • F/e/d ver/fy al/ d/mane%ne. . Alan �af••�,•��� � Q Q • Sca/e Dnp/HBe for //x 17 a6'am/ru�e. w—`QO2 01 31 • Dram/ng date:.Afly 15, 2011 1"-� Box ✓5706.6, Andover, MA 0!810 38'-0" ® 2'-0" 4'-0• ,'-0" T-O" 18'-01, 2.41 ii�By �►9I� =f ------ --- --- i 11wM 1 _ Y 54—^` ________ _________ k,--___ __"___—___—__—___—____---__—__--------- - "'ERM __------ .,f„w:.£.; sf"::�,',�.sh.,,o>::::;tia;�>..; .^� Rs?Y.,9s'..�.•k� ^a:•:Sri>':.;y:.::::st 1ADD . 1 T ,x 1 1 o Ito'sI.,. 1 T-16 --4-- – _ –----------------- --- or. - of w4t IV41t pail --------_---i --- 1 sr4G r 1i '-0" 24 1 1 _• 1.. �.....� . k., c3--�4'(mlrzJ Concrete 8/ab.., :;-.... . ....... ..... .. T lulth approved vapor I 1 I 1 12 1 4 1 1 Garages FMIM 1 Q 1 I I ' 15/8:"t�tve-X i I on e;w4gw side /�4y Sgy x ' ► '� d � to 2-0 1 • 1 1 I ', 1 I _ 1. 1 1� - 1 1 1 f -� •-__-_-, r `' _- i -------_-_---I11 to ..- (1 :_ � I � � 1. .. _ ', 1 _. _ .1. I. L'8-� oma` •• 1 I I - t , , r f r� �1I �1y11 I' ;� i ' I I •----=-• ..•- --• 3-r•?S 7t 9•S t'f -�-I-_- .. .__rr �-------------f4 '• 1 Beam Pocket ' ' \3 !/?"d/a: Le/ly a i 6 0'* x 9 to/l 1 1 1 I (3 req d J ------ - J ' — J LOGl4TE wl?�-6•'ecF x 1-0"dp!'/'t� � i I ' 0 in -- � - - - 1. ' --------- wDeR- (10regdJ WiT4 Stn.pSW L.CcCapS O ; •4 ; LOeI}n - - I Ge-a3p/f/ouear Entry Door 1004 ER ute(mhsJ rbv reting 1 --------- ' X11 I� Q m/th 4"step Boron !n ga^aye 'tie"(. �g,Z 1 � � 1 1 k ' • -- U F - 610ps for cre-afnage ; 1 1 1 - 1 1 1 " 2.1.75A 9.5 v 4- SEE Path /VMS O 1 1 !O conc. Fdrt - - - - ------------------ With daalbproosing q;_ga ,* � ; �.. _ v - -------'--�-I Li "� , '•° , ._ ; •v e- -• v 0' V a •v s- -. via•n V a .o' `--------------------------- ----------- --'--/V0 � r ------------ --------------------- ••° r--.------ �H4DF -- ®- --------------- ' s 1 � e. r V 4.Q V e Q • 7 ,Q .A �-' �—� �- r vpQ... v. 'v . • VOQ • • -- ----- - --- p�� LTH OF 41 - - or---------------------------------- Q �P WR ----- 4 i .o2 �5' Q o NA _1D . 1 a31�z (3J-?x 12 Basement Girder- Max Lal/y Co/umn Spaclny BuIldIV lLldth ?O' ??' 24' 26' ?B' 11-49 THIS SUCpOY t//!g 10'-2m 9=lO" 94" 9-?" B-10" B'-6'°. 7t-10' _7 One FloorIT= Al I TIWAPQ i fyQtgg; &PPOrtl'J 7!.2- 6�l/" 6=9" 6'-b" 6'-4" 6'2" 5'�• Foundation Plan Alan arroll f J7(J--02 01-3 Two Floors Fie/d ver/Py au d/mene/one. 3upportlny 4�2' 4=l` 3=/1" 3'-9" 3'-B" 3=7° 3=4" 1/4""!'0" • Sca/e applMis for 1/x 17 a aWings. rljree Floors P,O, BOX 5066, AncVoverp MQ 0/8/0 DraWing date: ..oily 13, 2011 '7uest/ons - Comments, contact: a/anvcdraftfngtcom WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 602.10 OF THE STH EDITION OF THE MASSACHUSETTS STATE BUILDING CODE FOR 1&2 FAMILY DWELLINGS, ERC2009 AND ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS.DO NOT MODIFY DOOR OR WINDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND ® 1 LENGTHS OF WALLS AS INDICATED ON THE ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OF THE ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE WALL BRACING REQUIREMENTS OF THE CODE, 3� Mul 4 t r y i✓ SL i r i .. I 3- 1-16 9:SOF w� I I . t .. t 0 0 I L Post edsemerit tL; c EM/olY ♦ 1. 1 1 er.. h ,. M 1 1 1 1 o �YI 1 Q® SF4 siv Ve. T® : {Ito L 110 ------ cl Ls H 4 - ------ X t$ ET p, tV `: � 4 II OF M,ggs9 i 1�1 p"w' Poef dost ce R 1:qg wd`tPS ONP-0 ° H WPrtL �tH F D ETA, LIAd�S - � .C•IS E �� o n' ,an members ere J x /o •/6"0,C. ruN.o,.) ��5. (Z' 14cuse 11-49 —T r./ o�Fss ONAL Notes: f Flrst Floor From/��' °' ,41�n Carroll 978-902-0131, • Field ver/iy a//dlmensione, 1�4' /%. F.0, Box -9066, Anoloverr, MA .010 • FB_/ -ses, i! by others. r..._. a..._ Id" hm iii Questions - Comments, contact: d/arNccaditing com - - -- 10'-3"00, l6 4'-0" 1'-O" 6'-9b" �►" '3l' �-6" 1'-0" � » 1-0 y 3'-54•x 3'-371' �1� �� ��� a7 '• A, jFE r-614•x 3'-51 0o _ ' r 1 ; ' h ,�Itch�n ,Sr�a�Fast o 00 .actual cab/net layout may vay I I >}8s4F r-4• I -------- Q 3•-0» •.+ 4 y - Post. 3 ` �r gra 4 1 r 1 1 M _ ►x'•9'14 - - ` '� °�+s w�V�. Rt.�. - ---------- --- ---------- ---- -------lving '-- P-- Entry ►' ; Ofnln t'r"1 1'w r 101 •x 4-91� 7'-101 •x 4'-914" 0. 0 _ 14 x 4-914• f4014"X 4'-914 Post $8 -2 P08t 014'x 4'-914• r-b14•x 4,_914. Q HIS SET TO BE KEP 4'-O" 6'-0» 3'-6" 1'-6" 3'-0" Y 3'-0r., r-6" 3�» 6'-0" 4-O" JOB SITE AT ALL TIDES" ol 4'-0" 4'-0» Llving Brea a sc 'lt: �j- �yy X �9 `y - 7Z`�x g3�� Note9: kou$o - 9 6 - C� L X Sqy F -' �S x �r3 • F/e/d ver/ all dlmens/ons. ( f - � • 3�i y x yt It ,4/an Carroll 978-9D2-OI3I 1111ndo,W Rough Open/Wigs /br °811verar's Mode/3000"unks. r TM< sca/s gppl/as nor 11 x nba art IrV& Flrs Floor Plans p _Yo ,A 4f Z F,0, Box 5066, Andover, • 1A O/BIO Ch uing deter, .bly 18,2011 1/4•,Ap" Quest/one - comments, contact: a/an cdra/eln�conr I � I ��....._.............._................._......................_��........._.."............"............."._..............._...........�� .. _ .....................aza —— — — ._ £ E'1 k �t • \I�I �. ,� I 1► I - Y ��•�, I �.. ► i. _,�._ , . _. . . I�,�Gil � �i III 7"' '�'%/ :nz%�•G,E :;__"£z.-.., —•I �'E•'e Yii�POi•iPOi�Oi•�i�JOi a ii....•..i.JJiiii e��iOiJ•iiii.�.�.�Ji' ieea'e'iYro'd'•a'eNeroeoa soeo'__._-.._.�'..`- :711�1�1�1.1� �"/,,.7u.,..9.EF'.. :. f�.�„�;,r.:.:..�.,. — 1 e .a...•w.awwwwwwawawww•.•.e.wa•.e.wwa•.•.e.••.w•.•.w•.waw•.....wa.w•.wwwww•.e•.w•.•.•.... y�>�"i!:•i�.i ii!:�i iii:ii.iii�!-0os;,op e•; /S .. �: r.: l I.. rr: t y! f{j 1%k£€�•'^• 1'i/.::'/Ir 1%:ki1;£„%5>'s':'.,:s£7ius::^43�dA£'+/:z?&'y'i/N3:✓.6r.'.,.,fk g�S%E /,�,�'. {�/Iiiyiki".%:%,�GG.'bt%�H>ti�ib<7.%7/.✓,✓.11>t,:Gi/'Y.Y/7i5$�1 / "'�, � � : s< 3£: �.��.�> ..-.vvr9•vv.vr•'•.v-•rr.:` v,!e i�.w.� . . �.��as. . .� /;� „✓/,%,,,..i £iw.� �•3<t£yi %'s/i ' �.�.+:.:e .•.:.�..•d::❖.,4 e:� :..L:� :''•.e.�.✓�e��: €:Jf.%/9io ti/.�: •ik< ;Y%!///f£: s� 1 µ� � 'rye - r �:�—/ �.ti...............w.... � ..M....,......�..... '� i','./i:,�i�i%//!%.!'/i"::•�•: a �%LG.�4 � %�////.�/Oi„1 C '�. y M Bath lUdlk-In I • i 148 z r-s• i ON Bedrm ;� _ ,�.�• s'y'z 3.� - Bedrm 3_ I Pis-) 4-0• 6'-0' 9 • s•b. 4.0 / -0• �. Oving Arae = 1,09/.5 • Fs/d.wvry sl/dtrorrpa ' • tondo.R re. s worn, .r .i.�oeio qtr. Alan C&ro/l = 978-902=0131 • ate.&t.,rA tiX n V//l JScscond FI©or Plan P,o. Box s066, Andover, MA o1�10 . Conn�•+t1.eonfdCl+ �i+tic►a"e/n9ceon -- -- - - -- --- --- - - --- --- - --- --- -- --- --- + � --- --- --- --- -- -- - -- -- --- --- --- --- - --- fl Attlic , , , $tBIf i I R M -3 9LvL3 t - --- --- OF 11 - - --- --- --- --- - -- -- -- --ILL U-7 --- --- --- - 1 9 �Iiti►pSON t� � Llys vc-3 3'ZxD 1 1. �" LX;t. 5IMPSON Los %10- 'Z ------1--------- --------�-- o o r� I 1' �►`�•7.5 A �Ne A9F sc� �i 3 � Com- G E l n l fss otia�� 13 ZL C�aan aZ. f'Q�vS tr O �l 3` ,4J/axsnbeens .ts 1 X A7 �IPs'O.a IU.N.O.J NAI Ea . Wek1NG Notes- I�OL«LB 11-49 Alan Carroll 978-902-0131 ....... ....:....... .... .. ......:........ ... . .. .. ..... ... • Fla/d vele►//y a//d/mord o BSamI l�►1. IC Fran P.O. Box X066, Andover, MA O01,910� by tJxsrs. — iis'. ['�" dues!/ons - Comm,snte. cakaclr alavracd-a/'e/r�ar.�on__ -------------------------------- 1 11 ---------------------+ r----.-------------,r----------- r-- ----------- II •----------------------------------------+ 1 1 1 1 `----------------------------------------- ' r---------------- -------------- `---------------------------------- 1 1 1. ---------------i ;--__-____-_-----_-- F - - 1 - - - - - - - - - Pul/damn 1 1 -------------r •---------------- _ 11 1 I I 1 ----------------+ r-------------- ----+i r--------------------- ----------------- - I I I I 1 ; ;--r-�---------------u------------------- I 1 11 1 , ' 1 11 I I I 1 ----------------� ----------------• '----' ; ' ` ----- -----------% =---- . ' 1 1 1 � 1 1 I- - - y 1 ' , 1 ' - 1 •---------------------------------------- _- -_--' ' . THIS SET TO BE KEPT , �_- ---------------- ------------- JOB SITE AT ALL TIMES. II'-0" kouse0 11-49 Notes: .4 t t c Flan Alan Carroll 978-902-0131 r F/e/d varlfy all dlmanslom scats gpp/liss for u X n aYeu,/nge, 114~. lo• P.O. Box 57066, ,4n+dover, MA 01810 Drauu/ng dater .ply 15, you Queetlone - t:ommer�te, coMace: �/er�eccd^al't/ngcom p 2x D� st PN ® $ 4preRS tv ITN - t `toe NAILV oe To FLOE "PCAs ��ttaa� ;�tst � �!a 6U P . 1 1 -- --- --- --- --- --- --- --- --- --- --- --- --- --- - --- --- --- ---V--- =44 - -- --- --- --- ---- k -- --I 1 1 t t 7 1 1 1 I , , I 1 T-F ' -- --- --- --- --- --- --- - -- --- --- 1 I , I t � L-1 1 i . 1 -- -- -- -- -- --- --- --- --- --- --- --- --- - --- - - - 1 1 �FMgs -- -- - - - --- -- --- --- --- I ------------- , WREN I AROt -------------- --------------• J11 U N t , �t14 F ------------------- ------------------, . 7 LAW ?x !?Rid ge Boerd T/P �� �o� ss/� Al ANG A//rwrbwo e^e 1 x /0 •16r 0.C, (U.N.O.J ? 0 y l-�OUS� 1I-49 �° F�z" _ •e�s`r/Q A`NG`���. Notes: �OOfrat�In Alan Carroll f 970-902-0131 Rele s r fl x n r "g& 114 /o P,D, Box .r'066, Andover, MA 00/0 • � Bad/Q 11�e for/1X /7 d'Bu/ r r � r ' Omar/ng dote: .f ly 15, 2011 — - - - - -- Queet/or" - Comments contact: a/an�ec>}ditlnetcom _� Mate/Dr/p Edge , t , 1 Ell I 1. r-------------------------------------- -------- . _ I 1 I � 1 1 1 J- - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 I I 1 1 I ' /ce I Water Shlirld r - - - - _ - - - - - - - - - - - - - 1 I I 1 ' I 1 - I I I1 C-gvoslte Roof/ng eqp--) i 1 1 1 1 1 ' 1 ' 1 I 1 1 1 ' 1 � R/dqe Vent %p-) I 1 ' 1 - - — - - — - _ _ __ _ _ _ _ __ i IL - - - -- /7 .-` - -- - - - - - - - - - -- - 1 --- -- --- - --- - ----------------- ---- 1 1 • I / \ 1 I ' ; — — — — — — — — — — + — ------- / \ 1 -------- ----------- \ / 1 I 1 I I 1 1 1 -------------- ---------L----; THIS SET TO BE KEPT ON JOB SITE AT ALL TIDES. lndlcetes roof a/ops dlrect/on end Pitch In /1 In-chs", lkouse 11-49 Notes: ,4lan Carroll >f 978-902-OI31 • Fla/d verify a/l r I/xlona ROOT �Jan 8ee/a a dates for/l x /7 c�aroinge. / FIC. Box -9066, .4ndOVer, MA 0/810 IS 0, Draru/ng dater fdy/3 ?Oil 114" Questions - Comments, contaict: fla-wcdbeftingconl Ridge Vent (continuous.). ?x B Co/1a' T!e 4'-0'0.C. 9" ® ?x 12 Ridge Board Slope Cut (5)- 12d Nails Tread F/n/sh floor { (m1n J Subf/ocr ------! �, f-------� ' 14 Eh ------- L; ------j 12 Fln/eh floor i I D Subfoor j L 3/4'plywood Roof/rag i 2 x 6 Strlre�er con!/rx�ous Attic F}•aming 2 x l0 a 16'o c. 2 x 8 2 x 10 a /6"o.c. �'t%u"ood I Na!/ad- 6'o.c, erlmetar 2x AO 3/4 T 16 Sheathing " p Heaatoom Clr. Stair Str1 Var Na!/Bd- 6'o.c.parlmeter 12 o.c, /afield 6',8'minimum 17'o.c. in field to stair below Faeela Star Top Detail Stair .0465e Oetall soffit wNent/n9 g\1 2, Exear/or ural/ / 1 - Nurr/Cane C/Ip i 2 x 6 a /6"o.C. ROOF $1mpson f/Z 5A - °D 92 5/B'Studs X Rafter cn /rlelde 2nd Flr. Framing 1/?"SheathtV 2 x 10 a/6'o.c. Na!/Bd-6'o c,perimeter 3/4" T s G ShdWhing c 12'o.,= In fie/d I _._ Na!/Bd-6"o.c.parlmetar /?"or. !n field I SolldFlreBlocking ' ♦Latera/Braeing Soffit , 1 ' ' Exterfor IVa// -— s= Standard SoFFIt ' t \ • � �� — — — — 2x6016"o.G MY//ad-6"o,G perimeter let Flr. Freming 1?"oe. /n fie/d Treads 2 x 10 a/6'o.c. (min, ten.) 3/4" T I G Sheathlnrj LOMWKM U columh cin ------ - SleomLCC So/!d Flro B/ock/ng 1J/19 or equal I Latera/Braclned column La//y bottom $bass �" '� •=________= Center Beam p/ate emebadddid Exterior I/1a// _ In com=ets slab a � CoAxw!F94 69°study •. „ ' ' Na//ad-6"oc..perimeter ►.1 ' ,' 12 O.G. /a field *� 5!11 Lally Column ��ta/I - Coxreter S/ab t1.)-2x6 (P.T.) Q:. (/.)•?x6eXDJ Notes: Nouse 11-49 - i Alan Carroll 9T8-902-0/31 ,l ie/d Verity as dlmen lops. I ' Come. Fd,L f Ft4. P.O ox aiw apples for /I x n�e-aw/„g� �Q/�`� /� B 5066, Andover, . MA Ola/O " . n Maln 6V`/ Y l ' Drawing date=..ldy/B,1011 1/4 _ !O ,'��'� Quest/one - CommButs• Cantu- alsf.•fso�-�6•aN n*.n.-�� Ridge Vent -Conumow ?x a Col/a^ T/e a 4'-0'0.C. ,f. ® ?x 12 Ridge Board Slope Cu! eJ- ad Nall, 12 9D • Roof/ng ?x /Oa /6'o.G 1/?"Plywood • Na//Od- 6 O.C.pQT/ffetOr 000, Celling Framing /?'o.C. /n field ?x /o 16"o.C. Faec/a Writ aVvanting 1/4"&tankage Cs jp r min. 3/4"Sheathing ?nd F/r. Framing ?x JO a 16"o.c. 3/4' T$G Shaathing I I Nal/ad-6"o.o par/mater /?"o.o In fieldHang Exterior lila//_ Double 5heW Strgr�p/ng ?xd a•l6'oG LVL Been ` 92 5i6 studs LVL Bean! tl/el/boa►d M s�/ng flush Framed .Beam ,1 Na!/Bd-6"o.C.par/me�tar 3` . 1?"or- /n field - n °' ?x Bottom f'/ate /of Flr. From/ng 1X a&jd jo/at ?x /O a/6'o.C. 314" T t Cs sheathing ZX Floor Aolst Nall ad- 6"o.e.parlmiater I5!l/: /-2r6 F.7, /?"oe- 1n f/e1d �?xb K_D. • tu/5!ll Sealer 8o1/d F/ro B/ockln►3 n Latera/Brat/ng Anohar Bolts Fxtar/or tUa/l Cancer Beam ?x 6 a 16'o.C. tionG. Fdn q� L?'Sheathing Nall ed-6"mc.per/meter StanClard SIlI � sm 4 s (l J-?x 6 (P.T.J ;' Concrete Slab (I J-?x 6 (KD-) THIS SET TO% 13E Approx- •`o.- Flnleh&.ad& ON JOB SITE AT ALL TIMES. ti 1 mouse # I1-49 °: ��. Fdn ♦Ft y Notes: ° Alan Carroll f 978-902-0131 Field verJfy al/dlmene/one. ' I vIn n' - 1`'Bedroom Sec t Ion ace/e app lee for 1/x i7 ab'drulnr7e. P. P.D. Box X066, ,4rldover. _I'9,4 DIBID -Ps ® 1� x 1� ,t��ck � " • W-0" I-3" 4'-6• 4,-6` 4'-6" I'-3" /Mall so/Id blocking �xt for Decks, .Porches 5 airs between,/o/et above I 1 1 1 m .9 •D beam below elfw! ki porches and elxterlor atalre to b �------�-� -+ J-------t��- a-�------��� a1 r i 1 - / deslgxd for the fo/%wJny loads: I I I Std/r local/om number ; ♦--i — - —� i -♦ ~— i--a r--�-• .I �. .I, L/ve dd 60 p.s./;, snow Orin /f 1/c9ble; of risers and treads .. to And x/nd uplift forcas. 2x 8 (p ij • l6"o.c. e/te cord/t/ons 1 1 Sta/r sada: The Cfaatar 60 p.e./; Precast Cone. PJar . ora /b. Concantr loaad or aqua/(tyn.J 4 1 1 Guard and Ha alis: 1Y•10tib8 /n any dlracuon `Q at any 1171 a ung the top. 1 1 Gue^c/^a//e,. Jll conjnonents: i i 50 /be horizonta�on araa aqua/to /sq, ft, 1 1 .b/et Narx�er(typ.J Refer to SI//Ineon S ng-rie De Aram/ng Connact/on Guide 1 1 for eonwctlon nsgU Rte and da /Is. Consult &7 eng/ne:ar to 1 var//3/aleck gn and cor/nactlo prolr to construction 1 VERA 1 v A• • p p• v N p 4v C• p• e pa. a . o . a •►a. s . o e pe. a o All extar/or /meson connactars to be /son protected 2 x 9 (p.t.J Ledger Contracecr ward/nate tcana or coirleon lection required Sea Leder Connaet/on Detail ��� with the of pressure treated/umber l/ed for exterior 1•14TEML dm/rg and 6mrson Stronq-t/e rasa ndet/one. Derckramin °�'"«''JN Foundat fon — sp tilled/ram/ng harc�}us•a may nrqu/re a epee/e daer: .4//ow "` ' suff/clent lead time forwill afe//vary. No subsiltutlo be 1/4""%O' S C e s�!C �7 �4 /'0allowed Without approve/MOM an anshmv. SEp SHEET 1 `I " Rall Q0.C. 0.C. O.C. Poet 4' Spae/ng Spec-lnlg Spacing 4' F/ash/ng 3 -?x AO(p.0 Corrnct/on Pe/r S/epeon AG Caps Dxklnrg i 1 1 1 1 1 4x4(p.eJPost a � Gl•8ds S/epeon.4BE46 Baca i1�?x Dock FrahnJng(p.eJ ; Coreactar 3 5/8'Fastan Maetar Ledger Lok End of Le er 1 1 I 1 1 1 1 1 r 1 1 1 1 1 ( 1 joist Hanger or.hint i I i i ( i i I i i X31 mast Corn-. Pler p On Center Spacing(o.c) or equal(t r--) D Concrete 1 1 I 1 1 1 1 1 �/ FiOIInAdI/On Reler to 8�d'Decck -6'sr. Deck v. Faetan M ter TacMlca/ —�- -,- .`.-,- •-r .`-1- a'-/"to /0'W/da -5'o.c. Bullat/n Derck Ledger t0 R/m hist ` Deck / !-louse /0'-/'to ,�'W/de - 4"o.c- fcr lnstdllat/on Procec�.vee &-1"to /4'wide 4"o,c- and Other requlremerds Connection Deck ,Ledger Connection 1/4",10" Notes: Alan Carroll f 978-902-0131 �, • Fle/d verify all d/manelone. 1,,5r 11 r P.O. Box 6066, Andover, MA 0I910 - -_ _ • .4.-d.� �n»l/.es 17 r/ir�dnnw- - — I : a RC1•1EXTERIOR DECKS,PORCHES&STAIRS 9-10-13 SMVV&- $P- AC-ty6- 5?4tIN6 EXTERIOR STAIRS TO BE DESIGNED FOR, PECKS,PORGIES AND R THE FOLLOWING LOADS. I , � i __. ....j ; . , >.... ... : .. — • m o.:..-.._.m SF.,SNOW APPLICABLE AND WIND LATERAL AND j LIVE LOAD 4UP DRIFT'IF UPLIFT FORCES. GUARD AND HANDRAILS:200 LBS.IN ANY DIRECTION AT ANY POINT. � - . ._ INFILL COMPONENTS:50 LBS HORIZONTAL'ON AN AREA UAL TO VIP .. EQUAL 1 SQ 'f�! DED- RoR END ©F LEt�C R STAIR ADS.THE GREA F 4 .OR 300 .CONCENTR.A D LOAD. S TRE TER O 0 PSF LBS TE .... ;�, .e�.6..dc;.Mq.x... , ._:.__ :.... ,.._.• - .. ,. R J I DECK CONSTRUCTION IS COVERED IN SECTION R502.2.2 OF THE 8''EDITION OF THE 0DOo�UCTION.NO NEW SECTION RS2Z.23 REQUIRES A DECK i. L hoc cz .rrx K. CONNECTI SEE S S ONAR O F I :. NAo,aJ UNCONDITIONED OR : Z o UN OND ONED PALS�IVS.S --. - . .. . G.rq(, tot`s Ps#t DF-GK LVA9 AMEDMENT TO ECTI 602.1 OR l REFER TO AMMERICAN FOREST&PAPER.ASSOCIATION(AF&PA)wv Lac.org WIDE ViF_c-« aC� :... •• . . PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GIID CA t 0 WIDE 5 b e . AS REVISED MAY 2013, MASS AMENDMI•JI�iT 12301.1.1. j CTI E(D 6-09) _ NAL FOR ITE 1'ARE NO C S GUIDE. O CONSULT A REGISTERED DESIGN PROFESSIONAL MS THAT T IN COMPLIANCE WITH THIS ..._-. _.._, .. SIMPSON STRONG TIE ALSO PUBLISHESHELPFUL GUIDES DECD j j 1�TST R TEcNtvlCAL 13L)LLF-'�•1 I : R. ?J FA ST E tom( N CONSTRUCTION. 2.2;`_.._._ �.I,__ ; ..... U Eco t. EDc E� R Q�s-r oR I 5 2. _ �=L-aT�O.N P �'p(*E-S ,A)j'D OTN E 2.... ALL WOOD FRAMING MATERIALS TO BE PRESSURE TREATED. R05r 1? pr��.__..> R TO t?_._ .. ,..._ tR6?C?I R M T g ALL EXTERIOR CONNECTIONS TO BE CORROSION PROTECTED. y{Mp$014 NAJ'D: lIHL`h*�*�,43f3� "f"4��kTP-Q u���� CONTRACTOR TO COORDINATE TYPE OF CORROSION PROTECTION D E k ' L D G E:R. Gai 4fi cn 01-1 REQUIRED WITH THE TYPE OF PRESSURE TREATED LUMBER SUPPLIED FOR CONNECTION ACTUERS r EXTERIOR FRAMING AND.THE ONNE TION MANUF ...iMtNtiyi "rb7V tN R'C�TI' RI�{ 1'""-E ..: tvoTe ¢. RECOMMENDATIONS. _.•..;_,..;.._ j�'p C�', ' "€GIL...: el��.• f� �� lfJ .._7t�Yt3����. .... gIM, AR.N. 51MPSON i _!...` '• Lam-- 'f' ' y�.*ct of � _ NAS.u28 - _. RG � --- ' Q Y �7!�I I y GER WIN f 1 GR8` . .Z- L6ptkR L.OcIL f i ' I SLnc psov :NIS A To c: &mp-uN a OF cw,!p . •. . �DEG� _L•.-I�-T�.B��._. .;�-.n��. .. ....�A.�.N �:�.T�;IJ�.... :. : ..-;_... I. N„R�I�N� G41P i I ' r%I-C•N WIDTH of Po5T TO RA D GON TvDs O _..;_ .:..... : ...... ggaM pa1R OF �rhpsoN ZE t 3�g�g D$ ' See AC6Igfs4c 6 cwPs FoR hila POS* DEER LoK I { p aN ACA-.oaACIL.* 44P-5 Focz 4x4 PoST tt i $ Au,.G9nNNNCtTORS To $E z� j i I WINDon( SILL $tthpsoN Mpx• Zx1p '.LeDGet� EXtSTNC R+M 5o4 D Rar! lF RPPucABCF VSE OW`'( RA:.s'rEufl.RS ftEre oVE'- SIDING •z" �� i 5 Peuateo poR�rtesE corwsmps A-w'"convect' ! Q R SIMPSON. fto Extsnvc Hovxe NoTEI ! �tH OF I q.gj cU?�} Au Lu ,6E R To pResSLaE TKEATED CEDFfiZ WIT r} GONTR/VGTOR TO { tMp5on1 .BC6 FOR 6�bPosr Z Rows 9'/g'' hCGvR4TELY LOCATH Rs+cE�°sem 5 F•45TEN t�AbT£.ti', STUDS To ovs vRE F HAROLD q CSFB 0."E 0G4 FoR 4.4 POST 06Dt�i '" 5� FV—AtM1 G PLAA) LEDc.eR• LO lL LED46P_ LO K:INSTALL4Tto�7 N I - Parr B/mpson A4;Caps GtR9eR ' PrT �_ Ot A••RE GfNTEREO PN ��, - tr„Pson� �OCST NAN6NQ LVS`Ll0 S SxIS_rf"e- 5-rI vI G���� I Q y�� sEe f S�� 6A 6x(6 :€jr„Ryb PLAN P%'\R OF S,M?SON - �✓� p L'DT AC oq ACE.f>' G.4ps F+?:R 6�r.4 PosT fsS��NAL CsradB 61#p—; ASUGG BASE PI-1— s A.rh ai jcF 4- CAPS FOR 4K4 Posy NOTE t G0.REFIJt 4 Y r �x( Po57 N.OTIF{ ENGIIV EER 9.EFORe- PRDCC EDIAJG 5%r,PsoN AP,u(b!o FoR P.-5T j { . ' ' ' Precmt Gorrcrats - 1P 7,415 'DETRtL, GAN NOT .8 E P_ler orsqual / Ac[oMPc15NeD /'r5 5440w>`r 5/81i I�ED 1Z04'� AT 4 2D V$E ®f'�f ► to S C t 1®i'! ' . °D E a4"dr a I� �odT I,AWE TON,1'. } K, TIORM PIEAo.I]Ei ': P 14 ' x' Coorv1- � L �s I . UsoLuR6E.D -NOT 5' DCUE4GPNPA/ GEOR€UTO ',M-A.01:833 g• 6- . '971.3sz 8-1-8;Cell 97,8 502-$921-.. ANS "D P�t�. 40T 2 too 04LE :5T t,140\ . tiul2T�d AA�DOvE'P t1 �. o'rr_. FOR CWF 5 COA)STRVCT C- G•o caM 1 r n^ yfs7J MtN.�4°'+adoD i �DSa.S�$O 411 other rk8ilivrg not ehourn tlf ? �'�.f L. to kae !n ccnferarlanca ltlth 89Ar-1�& "1'0 BE- VE-Sir-k-709}'09 /-\NP Table P6G'?9 (i)of the P_-rAtt,,rD 04 TP-05S 1�4p 0r-A�',rt.��_R'. Ga ► � , 0�dp t " Req'd Air Spare '���. 5�. 3A�ZAi u.t��, 1>assac�us+stta cae,�th�7tlOn , 2X Blocking 0 16" o.c. at stud rim to first Joist D A 1 A I A D See Plans and Sections for Hurricane Clipsad foe ik5!!e IdA1� a c. and Ceiling Rafter RAA yL IQJ�t connections. ;' ... rJ <3l,GO/ blocko 61A��king pnnect -wallWl -- _ X BlockingPry or 3 I Toe Nail Does IVDT (3) 6d nails t9 6" o.c. �• � CfA6�„ t �o.C'pe/ 71I (3) - Bd nails Dt�T51® � � IOG>2rulth in per block (eyp.) Connect Drywall with I. . ... $�I•1�it '1? " F �!Type W or S screws ® 12" o.c. €`. £' ,penetrate n ioe nail a 6"G>c. i per ASTM C 1002 with a �r1g"� •) <t .) I 2 x 4 Blocking minimum penetration of 5/8" ° at Horizontal (to.) Sheathing Joint 6"!.P YY A a.�RD' "� A D a r e1CrlS_f A 1o'�YAI.C,�Cr sna � � A Connect Wall & Roof Sheathing 0aO0AatL ' with Bd nails 9 6" o,c. 6e Det Q. at panel edges and 2X Blocking SPA 16" O.C. ! 16� Neils 12" o.c. in the interiors, at stud rim to first Joist C ��"x 13l, �VBI �" Alternate Attachment 16 go, 13/4"staples {�u) 24" l7oublar - � - under jolet Or at 3 o.c. at panel edges @!b�•lI+�N{rr0_91W944C� 'interior and 6" o.c. at interiors n JoisF ^^'` ` psrtlt/cin o' P `� �° � pWW'':L. 004 halls -2 112"x 113" w811 raov rri � 16d halls -3 112"x 135" Bd Toe Nail @ 6" o.c. a A A Rim Joist to Plate (typ.)—"'', (3) - 16d nails 0 16" ox, of Bracewa/t into Joist/Blocking No te:�``'�� _ BLOC-V- ',kh eD1 io€ 1 �� ,,�.E . •All Horizontal Sheathing Joints SR.I."��"<; .C� 7aSs h G`tf'SUM �1"d�l�l A�1�Gdl�P° to be nailed with &d nails 6' o.c, i iB�.1 M �rvr:3 FI�Z$T C3CA1 � �® ®CJS' l�"ratr� �C� Floor to Blocking unless otherwises dL. YINLA noted on Framing Pians ¢�LL S; wig 4:e L METH GB-GYPSUM WALL PANELS CON TRUCTION f,r day 2X Blocking ® 16" O.C. TN 1S h1a�i diG NOT useQ o f stud rim to first Joist "' �F► OF M ; 8d Toenail 8d Toe Nail ® 6' o.r,. � 6" o.c. - Rim Jaist to Plate Joist H OCE (FYP-) LD y 1/2" d1a. A307 Anchor Solt with A^ nut and washer. 3 1/2" min. - 12' max. . b. 'ems d from end and max. &'-0" o.c each plate u . ° ^• I POiAISTC����w aA, or as shown on the drawings. a °.,4• £ GAOR [Lp•�� Cn1IEt$. J>PTA (,. I fSS/ONALEN� Minimum 2 Botts per Wall Plate. jPerpendicular 8d nails - 2 1/2"x 0.113" Parallel I 15d nails - 3 1/2"x 0.135" to Floor Framing to Floor Framing NOTE.THIS DRAWING IS SCHEMATIC FOR THE �x ' €F , ,`f WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 602.1.0 OF THE $ EDITION 6 R, r ' �l PURPOSE OF SHOWING REQUIRED CONNECTIONS i ell Braced Wall Panel Additional Connections O T1IE MASSACHUSETTS STATE BUILDING CODE FOR 1�z FAMILY DWELLINGS, --. SEE PLANS F(9ft I.,A�tBIJi', DETAILS, f+"fZAIl1I1N( I ItC2009 AND ALTERNATE VE DESIGNS AS INDICATED ON THE DRAWINGS.Ia®NOT -- for all exterior Wo//s 60.2. 10. IO'E'IlEM WALLBRACING DETAILS AND ALLOTHER MODIFY DOOR OR WINDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND C.r METHOD CS-WSP STRUCTURAL RE QUIRT!MENTS LENT;THS OF WALLS AS iNDI:CATED ON THE ARCHITECTURAL DRAWINGS WITHOUT CONTINUOUS STRUCTURAL PANEL.SHEATHING APPROVAL OF THE ENGINEER AS THIS MAY RESULT IPJ NON-CONFORMANCE WITH THE 4i104 OFW Al l BRACING REQUIRE1�111NT S OF TIME CODE. All other nailing not shown to be � �. -�--- �, .� in conformance with table R602.3 (1) ° PROJECT: of the Mass. Code 8th Edition y LAWRENCE H. OGIDEN.P.E. A a �n WALL BRACING COUNTRY PLACES�0FSQ11. �¢ 19S EAST MAIN STREET DEVELOPMENT j « . a"• <- k& S/0?/AL EN GEORGETOWN,.MA.01833 LOT'S 100 DALE STREET "eo alle zc�_a�,.� opil a���_an7_�q,l DETAILS ..,�e,e.•v�ve A h.lAT r!\1 A`1f9 R4 Ai I 19. WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 602.10 OF THE 81"EDITION OF ;TRIUCTURAL GENERAL NOTES: THE MASSACHUSETTS STATE BUILDING CODE FOR 1&2 FAMILY DWELLINGS,IRC2009 AND ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS.DO NOT MODIFY DOOR OR WINDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND LENGTHS OF WALLS AS . x. t 1. ALL LVL BEAMS SHALL BE BOISE CASCADE VERSA-LAM,OR APPROVED EQUAL INDICATED ON THE ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OF THE raoM �pac��a �Pr�c in,c su�`I ALL INSTALLATION TO BE PER THE CURRENT MANUFACTURES ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE WALT,BRACING ' RECOMMENDATIONS AND SPECIFICATIONS,E=2,000,000 PSI,Fh-=3100 PSI. REQUIREMENTS OF THE CO1DE. .r e ALL COLUMNS DESIGNATED ON DRAWINGS AS VERSA=LAM TO BE BOISE 20- THESE GENERAL NOTES AND ALL THE PROJECT DRAWINGS TO WHICH THEY ARE A PART OF CASCADE`1.7E 2650 Fc,DO NOT KNOTCH OR CUT LVL BEAMS OR PENETRATE ARE INTENDED FOR THE SPECIFIC LOCATION AND PROJECT INDIACTED. WITH ANY HOLES EXCEPT AS ALLOWED BY MANUFABTURER DO NOT DEVIATE FROM THE DETAILS,DIMENSION$'AND MATERIALS SPECIFIED WITHOUTn o�--•-. o 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR APPROVAL OF THE ENGINEER' 21, AT THE COMPETION OF THE FRAMING WORK THE LICENSED CONSTRUCTION SUPERVISOR IS ' LESS TO BE CONNECTED TOGETHER AS SHOWN ON DRAWINGS. TO PROVIDE A CERTIFICATION TO THE OWNER THAT ALL WORK WAS PERFORMED •-(o�� oc• -- Gsc 3, ALL LVL INDIVIDUAL MEMBERS INBUILT UP BEAMS OF MORE THAN THREE ACCORDING AND THE 8 DRAWINGS,DETAILS,NOTES,MANUFACTURES INSTALLATION allo �'QAUNF: &P9 !NF MEA9BERS TO BE BOLTED TOGETHER WITH 3 ROWS OF V2" dia.DOLTS, REQUIREMENTSEDITION OF THE MASSACHUSETTS BUILDING CODE ANSU2! ASME STANDARD B18.21-1981 @ 12"oc. STAGGER OR OFF SET EACH ROW FOR 1&2 FAMILY RESIDENCES. _. _.... . .fl..._..: ..___.._..�. BOLTS SHALL BE PLACED IN SNUG HOLES,WITH A MINIMUM EDGE DISTANCE OF o Q .tiZpws 2" AND WITH STANDARD WASHERS AT BOLT HEAD AND NUT,OR AS SHOWN ON DRAWING. ENGINEER:LAWRENCE H.OGDEN P.E. 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 198 EAST MAIN STREET !1i` 4" - TO LVLS USE 3"X 3.5", 4 LVLS USE 4.5"X 3.5", 5 LVLS USE 6"X 3.5"OR ON GEORGETOWN,MA.01833 ' I POST AS DESIGNATED ON DRAWINGS OR ON STEEL AS SHOWN ON DRAWING. 978-352-8318, cell 978-502-5921 Vctxw c��� r �a , 5. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 14.5"SOLID EACH SIDEu y s/g 3 c v�5 ova S 6. ROOF SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC.Q , lk PANEL EDGES AND 12-OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. FOUNDATION ANCHOR BOLTSCT- A - LS 1010'TES: 7. WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC.@ 1/2°`DIAMITER WITH WASHER 7"EMBD.. 71'� p� ` S W tTN 1) SCREWS TO BE FASTEN MAS'T'ER TRUSS LOX PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. 3%2"MIN. 12"MAX.FROM END OF EACH: OR SIMPSON SDW SCREWS CORNER STUDS TO BE ATTACHED TOGETHER WITH 16D NAILS @ 12"OC.OR AS PLATE AND MAX.Eft-0 in O.C. ?. R! r. 1400c. SEE DRAWINGS FOR LENGTI3.OF SCREW AND ON CENTER SPACING. SHOWN ON DRAWINGS OR AS SHOWN ON THE DRAWINGS. .d b � 2) ALL 2 MEMBER LVL BEAMS TO HAVE SCREWS 8. GYP".BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPES J FROM ONE SIJ)E. SCREWS IN ACOORDANCE WITH ASTM C 1002 @ 12".00.AND SHALL PENETRATE WIN 3 R®INS !e.I(000c - 3) ALL 3 OR 4 MEMBER LVL BEAMS TO HAVE I . FRAMING A MIN.OF 5/8" _N SCREWS FROM ONE SIDE UNLESS OTIJERWISE NOTED ON DRAWINGS. 9.•ALL OTHER FRAMING TO BE PER THE 8�. EDITION OF MASSACHUSETTS STATE FOOTING REINFORCING ,� q) USE TYPE OF SCREW SPECIFIED DO NOT BUILDING CODE,IRC2049.FRAMING LUMBERfb-875 psi; E= 1,300.000 psi CONTINUOUS FOOTINGS 3#4 BARS SUBSTITUTE AS CAPACITY MAY NOT BE 10. ALL JOIST AND BEAM HANGERS TO BE BY SIMPSON STRONG TIE, 18"LAP HORIZONTAL O ADEQUATE. INSTALLATION AND NAILING TO BE PER.MANUFACTURERS RECOMMENDATIONS. INDIVIDUAL FOOTINGS SPILCIFJED HARDWARE MAY REQUIRE SPECIAL ORDER ALLOW SUFFICIENT 4#4 BARS WITH 3 in.COVER EACH WAY -- DETAIL OF CONNECTING OR AS SHOWN ON THE DRAWINGS. N LVL MEMBERS TOGETHER( LEAD TIME FOR DELIVERY. USE SIMPSON HURRICANE TIE AT THE EAVE ENDOF EACH ROOF RAFTER OR TRUSS.ALL EXTERIOR HANGERS AND HARDWARE MINIMUN WALL REINFORCING N 14Allj6:-r R TO BE CORROSION PROTECTED PER PRESSURE TREATED LUMBER 2#4 BARS TOP&MID HT OF WALL 1 n _ � ...� , MANUFACTURES RECOMMENDATIONS AND SIMPSON STRONG TIE WITH 18 in.LAP AND CORNER BARS RECOMMENDATIONS,OR STAINLESS STEEL. ��►�a, 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AN1Y FOLLOW THE SLAB REINFORCING 6*6 W2.0*W2A . o o -- GL MANUFACTURES LATEST INSTALLATION RECOMMENDATIONS AND 2?. SPECMCATIONS FOR LVL BEAMS 12. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNINTERUPTED SUPPORT CONCRETE :04AV p r�r' Cr G(�.�tn� ALL THE WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. 13. BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD .$E,A MN&ff X5 I, FOUNDATION WALLS AND FOOTINGS �jf` CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE AND BASEMENT SLAB ZN OF P H OF M ENGINNER PRIOR TO PROCEEDING WITH CONSTRUCTION. F'c 3000 PSI AIR ENTRAINED 14. COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PROJECT GARAGE AND EXTERIOR SLABS �� CE 9�yG f►ROLD y �/ DRAWINGS INCLUDING SHOP DRAWINGS. F'c 3500 PSI AIR ENTRAINED our CER � � Sr 1S. ALL STEEL COLUMNS,BEAMS AND PLATES TO BE A-36 STEEL. " ' y 16. ALL BIGFOOT SYSTEMS TO BE INSTALLED PER INSTALLED PER BIGFF•OOT BEAM POCKETS 2 Oo Fc � �e INSTALATION MANUAL. BEAMS TO BEAR ON 1/2 in PLATE c�STS v.``¢ '"Es 'sT t" 17. LOADS FIRST FLOOR'LL 40 PSF,SECOND FLOOR 30 PSF,DL 15 PSF,ROOF GROUND MINIMUM 1/2 in AIR SPACE SIDES AND �SS�ONAL EN � S�aNpl ENG SNOW LOAD 50 PSF,DECK LL 40 PSF WIND LOAD 100 MPH.EXPOSURE B. END OF ALL BEAMS ' 8.FOUNDATION TO BE CARRIED DOWN TO UNDESTURBED SOIL HAVING A MIN[14iiJM BEARING CAPACITY OF 2 TONS/SQ FT COUNTRY PLACES D l -- - LAWRENCE H.OGDEN.]PX GENERAL NOTES DEVELOPMENT . 198 EAST MAIN ST1�,EET \• LOT�100 DALE STREET � GEORGETOWN,MA.01833 E AIL • 978-352-8318,ceII 97&SQ1 X21 LVL CONNECTION D T I NORTH ANDOVER,MA. t,0 I