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BP-73407U.p.' DAP , t £ f%Dt T, O MAP 115, LOT 133 U.P. (PRIVATE WAY) _ XwJN--a M12Q ........... ........... A CKSON LANE MAP #15, LOT #34 15,393 Sq.Ft. PER 5-10-02 AS BUILT PLAN EXISTING 3-BEDROOM LEACHING FIELD PER 5-10-02 AS BUILT PLAN EXISTING 1,500 GAL. CONC. SEPTIC TANK \ / 31 y�(Fnd) f E-VIS77NG I v 3 BEDROOM DWELLING y NZ �o ENO�A770N) .311 L_ AS -BUILT FOUNDATION 6-12-2014 on, AS -BUILT FOUNDATION 6-12-2014 5.8' TOP FNDN. EL.=55.53 6`-CONCRETE 74'N PIER (TYP.) -T 24 o' h ; -) 8. 9' nj TOP FNDN � 124' TOP FNDN. EL.=56.07 0 EL.=55.56 1.3809, N 80.1 j,10 " 6yj 41 VNK LOTS FENCE g. NOTES: 1. LOCUS IS COMPRISED OF. LOT. 34 AT ASSESSORS MAP: 15 DEED REFERENCE: BOOK 5,522 PAGE 81 REFER TO DEED BOOK 1,457 PAGE 17 REFER TO PLAN BOOK 68 PAGE 26 OWNER OF RECORD: SEAN M. & SARAH L. SULLIVAN 311 SMITH NECK ROAD DARTMOUTH, MA 02748 2. LOCUS APPEARS TO BE WITHIN FLOOD HAZARD ZONE X AS DEPICTED ON F.I.R.M. PANEL 25005CO487F 3. CURRENT ZONING DISTRICT. SINGLE RESIDENCE B BUILDING SETBACKS FOR LOTS UNDER 80,000 S.F. WITH DWELLINGS THEREON CONSTRUCTED PRIOR TO OCTOBER 26, 1993: FRONT. 30' SIDE: 10' REAR: 10' "I N. HEREBY CERTIFY THAT THE FOUNDA77ON LOCATIONS SHOWN ARE THE o DOUGLAS m SCHNEIDER TRUE FIELD LOCATIONS " No. 47383 to SSIO�P �qh0 SURVE RE RED PROFESSIONAL LAND SURVEYOR DATE 3 1 Rev. DATE BY DESCRIPTION o � FOUNDATION AS —BUILT PLAN y SHOWING EXISTING FOUNDATION ADDITIONS AT LOT #34 ON ASSESSORS MAP 115 Gt /ill SMITH NECK ROAD in DARTMOUTH, MA. PREPARED FOR SEW M. & SARAH L. SULLIVAN SCALE- 1 "20' DATE.' JUNE 13, 2014 LIQ Czi 0 10 20 40 60 Orm N. Douglas Schneider & Associates, Inc. SIlE d J PROFESSIONAL CIVIL ENGINEERS & LAND SURVEYORS 7 COUNTYRD, P.O. BOX480, MATTAPO/SE7 MA 02739 7-508-758-7866 _T_ Drawn By: M. C.L. Check By: N.D.S. Job No. 1237 RESIDENTIAL ❑ Phased Approval (R106.3.3) N23.00 APPLICM110N YEE IN NUN H>J-VIIJNDABLI & NUN-THANSFERAHLL '"OUTy;'• FDA ED DARTMOUTH BUILDING DEPARTMENT '#".T. �l 400 Slocum Road z _ _ Dartmouth, MA 02747' 3'3 sy' Phone: 508-910-1820 Fax: 508-910-1838 •. ,' l6fi4r� www.town.dartmouth.ma.us APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING Board of Health: Conservation Commission D.P.W. Signature: Date: Signature: (� �� ��?��-_ Date: Signature: Date: Fire Chief: �' Signature: Z7" � I s0,� jZ Date: MAY 2 t 2014 ,r Other: Signature: Brief description of work being performed: 1.1 Property Address: &e. Contact Person: ; c/0 -&l :l • (7j,1.j 1—r Phone Number: (,���► _ 37 7-- 1.4 W erer Supply (MGL c40 s54): 1.5 Sewage Disposal System: Q Munal ici 70nSite Opal P p ❑ Private Well Disposal System Date: 1.2 Assessors Map & Lot Number: Map --11 15— Lot 41 ; y - 1.3 Historical District ❑ Yes ❑ No Year Built ❑ Altering more than 25% per side of building Has application been submitted to the Historic Commission? ❑ Yes 0 No Date: Revised r " ❑ CONSTRUCTION PLANS ❑ SITE PLAN ❑ ENERGY REPOT r RESIDENTIAL 2.1 Owner Record: Y SON') tSgre,h Svlli✓fin Name (print) 3// 5-/niA h`eci- r-1i f . °) 99L"33�7 Contact Address Phone Number 3.2 Homeowner Exemption - One & Two Family Only Section 110.R5.1.3.1 Exception: FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section; provides that if a Homeowner engages a person(s) for hire to do such work, that such Homeowner shall act as supervisor. For the purposes of this section only, a "Homeowner" is defined as follows: Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a Homeowner. If you are applying under this section sign below: Signature: Worker's 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 ❑ No ❑ Deck ❑ Pool ❑ Repairs ❑ Alteration ❑ Chimney/Fireplace ❑ New Construction* ❑ Accessory Bldg. �Z Addition " Roofing/Siding (Energy report required) (Shed/Garage) (Energy report required) -/ ❑ DEMOLITION (specify): ❑ Woodstove/Pellet Stove Location of debris removal (per MGL C.40 jjSeec 54): Dumpster on site ❑ Dumpster On Street Facility Name: S-� /-,// C/9- Location: *If new construction, please complete the following: Single Family: No. of Bedrooms No. of Baths Two Family: No of Bedrooms Unit 1 No. of Baths Unit 1 No of Bedrooms Unit 2 No. of Baths Unit 2 ❑ Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify): _ ❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify): ❑ Air conditioning - (separate unit) ❑ None of the above to be provided ❑ Hot Water: Gas Electric Fuel Oil Other ❑ Replacement window/door No. of windows _ Doors Item 1. Building 2. Electrical 3. Plumbing 4. Mechanical (HVAC) 5. Total = N + 2 + 3 + 4) (Pr, leasPrint) as Owner of the to act on my behalf, in all matters relative to work authorized by this Signature of Owner Estimated Cost ($) to be completed by permit applicant bject,property hereby authorize�%- gipg permit application. Date iM, I IUN It$ - UWNERIAUTHORIZED AGENT DECLARATION as Owner/Authorized 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. 8 y I Less Application Fee: $25.00 Total Permit Fee: $ Other $ Amount $ Gross Area - New Construction total sq. ft. / 5/ I Gross Area - Alteration total sq. ft. -3oo Permit Issued to: r Date Remaining Balance: $ 6s p MAP 115, LOT 1JJ ...... �.�(WSO)VIkVJ(PRI VA 7 F WA Y) ' S 8741'JO" E Y S.B. (Fnd.) NOTES: 1. LOCUS IS COMPRISED OF. LOT. 34 AT ASSESSORS MAP: 15 DEED REFERENCE: BOOK 5,522 PAGE 81 REFER TO DEED BOOK 1,457 PAGE 17 REFER TO PLAN BOOK 68 PAGE 26 OWNER OF RECORD: SEAN M. do SARAH L SULLIVAN 311 SMITH NECK ROAD DARTMOUTH, MA 02748 2. LOCUS APPEARS TO BE WITHIN FLOOD HAZARD ZONE X AS DEPICTED ON F.I.R.M. PANEL 25005CO487F 3. CURRENT ZONING DISTRICT: SINGLE RESIDENCE B BUILDING SETBACKS FOR LOTS UNDER 80,000 S.F. WITH DWELLINGS THEREON CONSTRUCTED PRIOR TO OCTOBER 26, 1993: FRONT. 30' SIDE: 10' REAR: 10' L'< '7 `,✓ N. DOUGLAS SCHNEIDER No. 47383 . 1 Rev. DATE BY DESCRIP110N PLOT PLAN SHOWING PROPOSED ADDITIONS AT LOT #J4 ON ASSESSORS MAP 115 at jj 11 SMITH NECK ROAD in DARTMOUTH, MA. PREPARED FOR SEAN M. & 9RAH L. SULLIVAN SCALE 1 "-20' DATE MAY 20, 2014 0 10 20 40 60 N. Douglas Schneider & Associates, Inc. PROFESSIONAL CIVIL ENGINEERS & LAND SURVEYORS I COUNTY RD, P.O. BOX 460, MATTAPOISETT, MA 0273P 1-508-758-7866 Drawn By.- D.M.D. I Check By. N.D.S. Job No. 12J7 r 5.1 ROOFS Roof framing member spans checked? ....................... (For Rafters use AWL Saran Tool, see 88RS Webste) 0 Roof Overhang ... .... ............... ......... ,.................. (Figure 19)........... 1 ft s smaller of 7 or Lf3 0 Truss or Ratter Connections at Loadbearing Watt Proprietary Connectors Uplift ................................................ (Table 12).......................................... U= 170 pit 0 Lateral................. ...... ....... ....... ....... .(Tablel2)................... ........................ L-il6 pn 0 Shear-, ............ties (Table 1(Tab....13)...... S= n plf 0 ............... net used per page 21... (Table 13)..............................T= Rid Sake r� .1......... 193 PIF 0 Gable Rake Out oaken ................_....................... OLAryker.. ............................ (Figure 20)..........,._ __L ft s smalier of 7 or tt2 0 Truss or Rafter Connedicnsat Non-Loadbearing Walls ProConnections Uplift................................................ (Table 14)................. ......... ............ ,... U= Al L lb. 0 Lateral (no. of 1ad common nails) (Table 14)............... _........ .........L = 148 Ib. 0 Roof Sheathing Type ................................................... (per 780 CMR R803)............. 0 Roof Sheathing Thickness ,......................... .......................................................... ye" in. a 7/18" WSP 0 Roof Sheathing Fastening ........................................... (Table 2)... 8 d nails at 4 in edge / 4 infield 0 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements or 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold dowris are not required per the VJFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 C. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 1 as and Figure 18b 2. Exception: Opening heights of up to 6 R small be permitted when 5% is added to the percent full -height sheathir2 requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2In. nominal thicimess pressure treated 0112-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Buidmg Aspect Ratio, determine Percent Full-Hei; t Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7fi6' and be installed as folcws: i. Panels shall be installed with strength axis parallel to studs. 1. All horzontal joints shall occur over and be nailed to framing. Ill. On single story construction, panels shall be attached to bottom plates and top memberof"double top plate. Iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to bard joist at bottom of panel. Upper attachment of lower panel shall be made to band)ols and lower atthOrmerrt made to lowest plate at first floor framing Y. Horizontal nail spacing atdouble top plates, bandjolsts, and girders shall be a double row of 8d staggered at 3 inches on center perfigures below: Vertical and Horizontal Nailing for Panel Attachri It See Detail on Next Page Vertical and Horizontal Nailing for Parcel Attachment Detail Vertical and Horizontal Nail ng for Panel Attachment Art C Guide to Wand Construction in High Wind Areas: 110 mph If ind Zone Massachusetts Checklist for Compliance(7socnrRClol.2.i.r)t For oc L atwn: 311 Smith Neck Road, S. (Dartmouth, FAA 4.29.14 0 Cheek 1.1 SCOPE Engineering Required Co pliance WindSpeed (3-sec. gust) ........... ......... ........... ....................... ........................................ .................... 110 mph 0 WindExposure Category ............ .................. .................... .................................................................... ... 1.2 APPLICABILITY Number of Stories (a root which exceeds 8 in 12 slope shall be considered a story) 2 stories s 2 stories 0 RoofPitch _......_......._............... ..... .......... ... .................... MeanRoof Height.............................................................. (Fig 2)........................_...... (Fig 2)................ .,................................. ... ............ . L s 12:12 Loft s 33' 0 0 BuildingWidth,W.......... ....... ............ _.................... _.........(Fig S)......,...... _..... ......... ......... ............ 29 R s 80' 0 BuildingLength, L ............................................................(Fg3),.....,............................................ Budding Aspect Ratio (LAM ............................................... (rig 4).............................................. 18h s80 1.81 s3:1 0 Nominal Height of Tallest Opening' .................. ................. (Fig 4).............................................. W-81 s6's, 0 0 1.3 FRAMING CONNECTIONS General compliance with framing connections .................... (Table 2)..................... 2.1 FOUNDATION Foundation Wags meetirg requiremerits of 780 CMR R434 Ccncrete.............................................................................................................................. 0 Concrete Masonry .................................. 22 ANCHORAGE TO FOUNDATION1S SM' Andior Bolts imbedded or 508' Proprietary Mechanical Anchors as an alternative in concrete only BoaSpacing- general ........................... ............... (Table 4)............................ .................. 44 in. 0 Bplt Spacing from end/toll of plate ........................... (Fig 5)....................................... 10 " " n, s 88 r-12" 0 SplitEmbedment-concrete........................................(Fg5)............................,.......,...... .... 12 0 Burt Embedment - masonry ......................................... (Fig 5)................,....... ................. . N!A in. z 15' Pabe Washer............................................................... (Fig 5)...............................................x 3" z 3" z +/,^ 3.1 FLOORS Floor framing member spans checked ............................... (per 780 CMR R603)............................................. N/A Madmurn Floor Cpenng Dimension ................................ (Fig 6)...... ............... ........ ................. B ft s 17 N/A Full Height Wall Studs at Floor Openings less than 7 from Exterior Wall (Fig 6)................................. -NIA- Maximum Floor Jost Setbacks Supporting Loadbearing Walls or Shearwafl............ .... (Fig 7).................................................... 0 R s d N/A_ Maxirlx.m Cantilevered Floor Joists Supporting l_oadbearing Walls or Shearwall... ............. (Fig 8)....................................................ORs d FloorBracing at Endwai's.................................................. (Fg 9)...,...........................,.................................... _NIA N/A Floor $northing Type ........................................................(per 780 CMR RI _............. ............. ._.............. N/A Poor Sheathing Thckness......................_............. ......................... .. n. e Floc• Sheathing Fastening ..................................................(Table 2)..9_,d nails at 4in edge f-Jj in field 0 4.1 WALLS Wall Height Loadbearirgwill .......... .................................(Fg10andTable5)..... ................Ofts10 0 Ncn-Loadpearingwells.....................................(Fg10andTable5).. .........Oft520 0 Wall Stud Spacing ... .- .................... .. ..(Fig 10 and Table S). 18 in s 24' o.p Wall Story offsets .... ... _ .... ......... (Figs 7 S 8) . _........... .... ............... D ft s d 0 4.2 D(TERIOR WALLS' Wood Studs Loadbeadrhg waft... __................................................. (Table 5).............................. 2x-§ , - O h Q in. 0 Ncn-LoadbearingweIla................... ..........................(Table Gable End War Bracrg' 5)................... ...........2x 4-OhQin. 0 Full Height Endwail Studs ............................................ (Fig 10)................................................................. 0 WSP Attic Floor Length ............................................... (Fig 11)....,...... ......... ...... ,............... 0 ft zW✓3 0 Gypsum Caring Length (if WSP not used) ................... (Fig 11)..........................................16 8ft z 0.9W 0 and 2 x 4 Continuous Lateral Brace Q Oft, o.c. ,. (Fig 11).".......................................................... 0 or 1 x 3 ce,hng fuming strps @ 16 spacing min. with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays 0 Double Top Plate Splice Length .................................... ...... .............. (Fig 13and Table 6).....,.,................... ........4ft 0 Splice Connection (no. of 16c common nails)..............(Table 6)............ ............. ..., .... ,.................... 10 0 Loadbesing Wall Connections Lateral (no. of 16d common nails)......_ ............._......... (rabies 7)................. ............................. ..... .�2 0 Non-Loadbearing Waft Connections Lateral (no. of lad common nails) ................................ (fable 8)............... .......... .... .............. ........... Load Bearing We'l Openings (record largest opening but check all openings for compliance to Table 9)�— Header Sparks...._.................................................. (Table 9),............ ..................... Oft D in. <_ 11' 0 Sill Plate Spans ... ....... _.............. ..............................(Table 9).......... .......... _........... 8 ft o m.511- En Height Studs (no. of studs) .................................. (Table 9)....................................................in 0 Non -Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9 Header Specs_ ....................................... ..........(Table 9)...................... .......ORQ, in. 512 0 Sin Pate Spans......- ........................ ........ ....... (Table 9.... _................... ......... fi It 0 in. 512" 0 Full Height Studs (no of Studs) ....... ............................. (rableg)......................... ,..... ....._.................. 3_ 0 Exterior War Sheathing to Resist Uplift and Shear Simultaneously" Minimum Binding D,menswn, W Nominal Heghtol Tallest Opening' ... _.... .................... ._.._.....8'-8"46'6" 0 Sheathing Type ................................... .,....... (note 4)......................................... NOTE 4"B" 0 Edge Nail Spacing ......................................... (Table 10 or note 4 if less)..........................4 in. 0 Field Nail Spacing..........................................(fable 10).................................................12 in. 0 Shear Connection (no. of 16d common nails) (Table 10)........................................................ 8 0 Percent Full -Height Sheathing...................... (Table 10)................................................. 4S %% 0 5% Additional Sheathing for Wallwth Opening> 68" (Design Concepts) ............ ........ 0 Maximum Building Dimension, L Nominal Heightof Tallest Opemn z g....... ..................................... .......................... §_.ems 68' 0 Sheathing Type_ ................. ............. ..... ........ (note 4)......................................... NOTE 4 "B" 0 Edge Nail Spacing ......................................... (Table 11 or note 4 if less).. ........... 4 in. 0 Field Nail Spacing. ................... .................... (Table 11)............. .................................... in. 0 Shear Connection (no. of 16d common nails) (Table 11)........................................................ _1L B 0 Percent Full-Heght Sheathing ....................... (fable 11)......... ,........ ................................ 4 1% 0 Additional Sheathing for Wall with Opening > 68" (OLsign Concepts) ..................._ 0 Wag Cladding5% Rated for Wrld Speed? .............................. ................. . Copyright(D2014 by Comprehesive Design/Build Services. A RIGHTSIL The plans, draWfri designs, Specifications and other arrangements on this sheet are and shall remain the property of Comprehensive Design/Build Services. No part thereof shall be copied, disclosed to others, or used in connection with any Work or project other than the specified project for Which they hove been prepared and developed, Without the express knowledge and written consent of Comprehensive Destgn/Buld Services. Comprehensive Design/Buad Services sholl not be responsible for construction means, methods, tech—niques, or procedures utuized by the contractors, nor for the safety of public or contractors employees; or for the failure of the contractor to carry out the Work in accordance With the contract documents. Comprehensive Detign/Buad Services nobility for this plan is limited to the extent of its fee less third party costa. l FULL STUD L L Tfrble a Wall, 0pefdngs- Headers in Loadrrearing wads Neatlar Span (ft.) Number of ( Uplift pb) taleral Pk] Full-HeioM Stud ._2�r-s-.`... 2-2x4 1 j 277 132 3 2 2x4 2 418 199 I • 2 2x4 2 6b1 264 693 330 8 2-2x6 3 831 99e 3 462 7 2 -2x8 970 - e 2-2x12 3 1,1C8 528 9 - --� 3-200 3 1 1,247 694 10 8-2xi2 4 1,3e5 680 . _... ._._.._ ,.... 11 4-2x10 4 -__. -- _ 1 1,524 ___ .. -- . 726 W D1 CAN Vt OOCI table R. rw Dpeninga - fM36M fs Naadoadbeaw walls (mr7thure7l Nead"Span (ft.)I Tiig-NelyktStuds N11aftH of O'Iflt (Iba ute►el (gta ) I I 2 1-2x4(flat) 1 60 f lap 9 1 - 2x4 (Pat)_- 2 —{-- PO 198 j 4 1 - 2x4 (Pat) 2 120 { 3 1 - 2x4 (Pat) 3 150 ,264 330 46P 694 ._.. Boo 6 1 -2x6 (Pet) 3 1A0 210 - - 240 300 7 - ---I.. 1-2x8(fla) 3 B 1 - Na Met) -3 --- 2. 2x6 (Pat) '- 3 18 2 - 2x6 (flat) 4 77 2 - 2x8 (rest) j 4 330 720 12 ' 2 - 2x8 (gat) I 5 360 192 1 For non4oeding tearing waft anal wirdovr sill praise. 2-ex4fttl can its substituted tar 1-2xe iflat) 110 MPH EXPOSURE B WIND ZONE Tabte2 6erara)llfallingSthedffk Roof Framing Blocking to Rafter (Toe-naded)- 2- 8d 2.10d each end Rim Board to naner(End-nagad) 2-16d 3-18d each end Wadi Framing Top Plates at Intersections (Face-naNed) 446d 5.16d at joints Send to Stud (Face-naued) 2-164 2-16d 241 o.c. Header to Header (Face -nailed) led led 16 O.C. slortg edges Floor Framing Jdat to Sig, Top Plate or Gt-der (Tc'neited) (Fig. 14) 4- 8d 4.10d par Joist Blocking to Joist (Tpe-nailed) 2- ad 2.10d each end P3ocking to Soil or Top Plate (Toe -nailed) 3-16d 4-16d each block Ledger Strip to Rsam or Girder (Far." -nailed) 3.16d 4-16d each joist Jost on Ledger to Beam (Toe -naffed) 3- ad 3-10d per joist Rand Joist to JOI3l (End -awned) (Fg. 14) 3.16d 4.16d per joist Bard Jolst to Sig or Top Plate (T'oogmned) (Fig. 14) 2.18d 3.16d per foot Roof Sheathing Wow Strygtural Panels refers or trusses spaced up to I o.c. ad 1Od 8' edge/ 6' field re." or trusses spaced over 16' a c. aid 10d 4- edge / a- fled gable endwill rake or rake tress wro gale overhang Bid 10d 6' edge / 6" kid gable eradwell rake or rake truss wr smretural Ad 190 6' tog. / 8" field oteookers gable endwall rake or rake truss w! lookout blocks 6d 10d 4' edge /4' field Cdltng Sheathing - GyCsum Wallboard 5d coolers 7' edge 110" field ( Wall Sheathing - K'ood Structural Panels studs spaced up to 24' o.c. 8d t Oct 6' edge! 12" fleld 12' and 2552" Merbomd Panels licit - 3' edge /6' field - 1.W Gypsum Wallboard 5d coolers - 7' etlge 110" field Floor Sheathing Wood Structural Parcels l' or 11 8d 16d 6' edge 112" field greaferr than to 10d 18d 6' edge /e" fkld 1 Corrosgn resisLnt 1 I papa roormg rats and 18 gage staples are parmitted, check laid for odddval requiremnnts, Neile. gr4ees otherwise stated, ekes !liven for mills are common win sizes. Boa and pneumatic none of equivalent els itrter and equal or greater lengdl to the specified common nails a" be substituted unless oorenrlse prohibited. ANEPIC.aN FOPEST & PAPEP. ASSOCIATION NOTES, L LAPS IN WALL TOP PLATES 4' WITH 16-16D NAILS 2, BLOCKING IN ALL ROOF RAFTERS PARALLEL TO EXTERIOR WALLS, TWO 24' SPACES AT 4' CC MAX AJ SIMILAR BLOCKING IN ALL FLOOR FRAMING PARALLEL TO EXTERIOR WALLS, 9.E'XTERIOR WALL SHEATI-411,11G NAILING: A.) ALL WALLS BELOW UPPER LEVEL 6Da4" CC EDGES, 12" CC FIELD BJ ALL WALLS ABOVE UPPER LEVEL SO a e" CC EDGES, 11" CC FIELD. 4.WE SHEET ACA FOR WALL SHEAR PANEL DETAILS. S.SEE SHEET A05 FOR PORTAL FRAME DETAILS. 1 J Copyright ©2014 by Compreheaive Design/Bulld Servtces. ALL RIGHTS RESFIRVEM The plane, drawings, designs, apecifications and other omangements on this sheet are and shag remain the property of Comprehensive Design/iluild Services. No part thereof shalt be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of Comprehensive Design/Buld Services. Comprehensive Design/Bukd Services shall not be responsible far construction means, methods, tech -piques, or procedures utflli by the contractors, nor for the safety of public or contractors employees; or for the failure of the contractor to tarty out the Work In accordance with the contract documents. Comprehensive Design/Butd Services Ifobtlity for this plan is limited to the extent of its fee less third party costs. 9 0. C� o 6 Y a o og m � m ou"rocrgS r 324 Sheathing and Cladding Attachment 32AJ Roof Sheathing Roof sheathing attachment &hall be in accordance with the minimum nailing requirements epectfled in Table 3.10, 32A2 Wall Sheathing Wall sheathing attaclIment shall be In accordance with the minimum nailing requirements specified in Table 3.11. 32A3 Floor Sheathing Floor sheathing shall be attached with a minimum of ad common nails spaced at a maximum of 6 inches on center at panel edges and 12 inches on center in the panel field. 3.2AA Roof Cladding ROOF cladding shall be attached In accordance with the manufacturer's recommendations. 3245 Wall Ctaddtng Wall cladding shall be attached in accordance with the minimum nailing reqquirements in Table 3JI or comply with the manufacturer's recommendationa. 353 Wood Roof Truss Systems Wood roof truss eystems &hell meet the requirements of 253. See Table 321 For representative metal plate connected wood roof truss span tables. Actual design spans will vary by truss manufacturer as a result of specific design conditions. 354 ROOF Sheathing 35.4.1 Sheathing Roof sheathing shall be in accordance with the minimum re ilrements of Tables 3.124 and 3.125, 3542 Sheathing Edge Support 2dges of all l/ib inch structural panel roof sheathing supported at 24 Inches on center, shall be supported with blocking or edge clips. 355 Roof Diaphragm Bracing For 3-6econd gust wind speeds greater than 100 mph, blocking and connections shall be provided, at panel edges perpendicular to roof framing members In the first two bays of framing, and shall be spaced at a maximum of 4 feet on center. Nailing requirements are given in Table 31 (see Figure 3.1b). EXCEPTION: When an attic floor or ceiling diaphragm is used to brace the gable andwall or when a hip roof eyetem is used, additional roof diaphragm blocking is not required. Sill plates or wall bottom plates shall be anchored to tj'e foundation system to resist lateral and &hear loads from wind in accordance with the requirements of Table 32. Prescriptive solutions are provided for sill plate to foundation in Teble 32A, and for bottom plate to foundation in Table 321B. Sill plates or wall bottom plates &hall be anchored to the foundation system to resist shear loads from seismic in accordance with the requirements of Table 33. Prescriptive solutions are provided for sill or bottom plate to foundation in Table 33A. A minimum of one anchor bolt &hall be provided within 6 to 12 inches of each end of each plate. Anchor bolts shall have a minimum embedment of 1 Inches in concrete foundations and slabs -on -grade or I inches in masonr-J block foundations when resisting lateral and shear loads only lace Figurea 328-c). Anchor bolts shall be located within 12 Inches of corners and at spacings specified in Tables 32A-B or Table 33A, but not exceeding 6 feet on center. Sill plates or bottom plates shall have full bearing on the foundation eyetem. Rafter or truss to wall stud uplift connections shall be in accordance with the requirements of Table 34. Prescriptive solutions are provided in Table 345.Own rafters or theses are not located dtrectl above studs, rafters or trusses shall be attached to the wall top plate and the wall top plate shall be attached to the wall stud with uplift connections in accordance with Table 34. 3222 Wall Assembly to Wall Aseembki Story to story uplift connectione from upper story wall stud to lower story wall stud shalt be in accordance wrn the requirements of Table 3.4. Prescriptive solutions a-e provided In Table 3.48_ When upper story wall etude awe not located directly above lower story wall studs, the studs shall be attached to a common member In the floor assambbly with uplift connections to accordance with Table 34. 3223 Wall Assembly to Foundation First floor wall etude shall be connected to the foundation, sill p!ate, or bottom plate In accordance with the requirements of Table 32. Prescripttve solutlorro for stud to foundation, sill pate, or bottom plate are provided in Table 34B (see Figures 32a-e). A minimum of a 1 1/4"40 gage ASTM A653 Grade 33 steel strap shalt be nailed to the etude in accordance with Table 3,415 aid have a minimum embedment of 'i inches in concrete foundations and slabs -on -grade, 15 inches in masonry block Foundations, or be lapped under the plate and nailed to accordance with ?able 345 lase Figures 32a-c). When the steel strap is lapped under the bottom plate, 3-Inch square washers shalt be used on the anchor bolts and anchor bolt spacings shalt not exceed the rdqutrerramts specified In Table 32C. Steel straps embedded in or fr contact with slab -on -grade or masonry block foundations &halt be hot -dipped galvanized after fabrication, or manufactured fror 6'55 or Z450 galvanized steel. P.T. SILL eSILL/FOUNDATION ATTACHMENT DETAIL �.3 6 "%LM ROOF SHEATHING SHALL BE INSTALLED AS PER TABLE310 OF WFGM. MAX" NAILING. PATTERN FOR Sd COMMON NAILES OR 106 BOX NAILS: PERIMETTER EDGE ZONE PANEL EDGE•6" O.G. INTERIEDIATE SUPPORTSx6" O.C., INTERIOR ZONE PANEL EDGE•6" O.C. INERMEDIATE SUPPORTS-12" OZ. 1 1/4' x 20 GAUGE UPLIFT STRAP W/3 Sol COMMON NAILS OR 10d BOX NAILS EACH END, UPLIFT STRAP AS REQUIRED PER TABLE 3.45 OF WFCM. ROOF RAFTERS, SEE ROOF FRAMING PLAN -- . Ix8 FASCIA 2x3 LOOKOUT e 24" O.C. — 2" STRIP VENT PLYWOOD SHEAT14NGI WALL SHEATHINCs ATTACHMENT SHALL BE N ACCORDANCE WITH THE MINIMUM NAILING REQUIREMENTS SPECIPIED N TABLE 3,11. Q ROOF/WALL WALL STUD 3 1/2" INSULATION R-15 1 i/4" x 20 GAUGE UPLIFT STRAP W/3 ed COMMON NAILS OR 10d BOX NAILS EACH END, UPLIFT STRAP AS REQUIRED PER TABLE 3AB OF UFQ PLYWOOD SHEATHING. WALL SHEATHING ATTAC-1? SHALL BE N ACCORDANCE WITH THE MINIMUM NAILING REQUIREMENTS SPECt;!ED IN TABLE 3A_ e WALL/WA 19� icZx- I v2" ■ r-v 3 /2" INSULATION R-I5— WALL STUD BOTTOM PLATE 3 1/2" INSULATION PLYWOOD SHEATHING BOTTOM PLATE P.T. SILL SILL SEAL STEEL STRAP (see SHEET 402) — rl�-34 n Ix3 FURRING is 16" OZ, 2-2x4 TOP PLATES WALL STUDS a 16" Oz. 3 1/2' INSULATION R-15 1/2" PLY SOFFIT PLYWOOD SHEATHNGs FLOOR SH EATHNG SHALL BE ATTACHED WITH A MINtrIUM OF SD COMMON NAILS SPACED AT A MAXIMUM OF 6 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER IN THE PANEL JOISTS SHALL BE IN :)ANCE WITH THE MAX" FOR COMMON SPECIES AND S OF LUMBER FLOOR JOISTS RED N TABLES 3JSA-8. h ANCHOR BOLT (Gee SHEET A02) 1 rc"\ WALL/FOUNDATION T�TA—CHMENT DETAIL m 3 4CAL■+ 1 1/2" s 1"-0" J CopyrlghtQ2014 by Comprehesive Design/Suad Services. ALL RIGHTS RESERVED. The plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of Comprehensive Design/Buid Services. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of Comprehensive Design/Build Services. Comprehensive Design/Build Services shall not be responsible for construction means, methods, tech—niques, or procedures utilized by the contractors, nor for the safety of public or contractor's employees; or for the failure of the contractor to carry out the work In accordance With the contract documents. Comprehensive Design/13uld Services liability for this plan Is lknitad to the extent of Its fee less third party costa. GENERAL NOTES: Crn,IC IM U ALL CONCRETE WORK AND MATERIALS SHALL COMPLY WITH THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (Ad 301-89), 2J ALL CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF F SI, WITH MAXIMUM I hJCH AGGREGATE AND MAXIMUM 6 X AIR ENTRAINMENT FOR EXTERIOR CONCRETE EXPOSED TO MOISTURE. 3J ALL REINFORCING STEEL SHALL BE DEFORMED BARS OF NEW BILLET STEEL CONFOi TO ASTM A 615 GRADE 60. 4J CONCRETE COVER OF REINFORCING BARS SHALL BE AS FOLLOWS, 3 CONCRETE PLACED DIRECTLY AGA NST EARTH, BJ 2" AT ALL OTHER LOCATIONS. 5J NO HORIZONTAL CONSTRUCTION JOINTS ARE ALLOWED, UNLESS ggppEECCIFICALLT SFIOIIAi ON THE DRAWINGS OR ALLOWED IN WRITIhKs BY AN ENGINEER. 6J ALL GROUT FOR BASE PLATES SHALL BE NON-81-IRINK AND NON-METALLIC, WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. 1J CONSULT OWNER REGARDING CONCRETE ADDITIVE FOR CORROSION PROTECTION OR REINFORCING. FOUNDATIONS (May not AMIu) U THE ALLOWABLE PRESUMED SOIL BEARING CAPACITY IS 2000 F'SF,ICN t8 TO BE VERIFIED IN THE FIELD BEFORE CONSTRUCT IN. 2J FOOTING SHALL BE CARRIED TO LOWER ELEVATION THAN SHOWN ON THE DRAWS IF REQUIRED TO REACH PROPER BEARING CAPACITY, 3J WALLS ACTING AS RETAINING WALLS SHALL NOT BE BACKFILLED WITHOUT BRACING UNTIL ALL SUPPORTING SOIL AND SLABS ARE IN PLACE AND AT ADEQUATE STRENGTI-L 4J COMPACT ALL FILL UNDER FOOTINGS AND SLABS TO S5 % MAXIMUM DRY DENSITY AND VERIFY, 5J PROVIDE Vl" DIA. x 10" LONG ANCHOR BOLTS WITH 2" HOOK COMPACTED FiLL: L FOOTINGS TO REST ON FIFiM UNDISTURBED SOIL OR COMPACTED FILL - S&% OF MAXh-W DRY DENSITY, 2. ALL SOFT/ORGANIC OR UNSTABLE ALAS SHALL BE REMOVED AND REPLACED WITH COMPACTED FILL. 3. PROVIDE 6 MIL POLY FILM VAPOR BARRIER UNDER CONCRETE SLAB AND AS NOTED ON DRAWWsS. PERIMETER FOUNDATION DRAINAGE: (MAY NOT APPLY) I. CONTRACTOR TO FURNISH AND INSTALL PERIMETER FOUNDATION DRAINAGE SYSTEM SET IN CRWSHED GRAVEL MASONRY U MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530J/ASCE 6-88) STFM-P*TN OF MASONRY !"m" MOO PSI. 2J VERTICAL REINFORCNG OF MASONRY WALLS SHALL BE AS INDICATED ON THE DRAWINGS. ALI, CORES OF MASONRY UNITS SHALL BE FILLED WITH GROUT. REINFORCING BAR LAPS SHALL BE 2'-6" MIN 3J HORIZONTAL JOINT REINFORCING FOR MASONRY SHALL BE EQUAL TO DM-O-WALL TRUSS MANUFACTURED WITH WIRE ASTM APoRnTgCT CGORD ASTMB 4J MULTI-WYTI-IE WALL SHALL HAVE FULLY MORTARED COLLAR JOINTS AND CONTINUOUS HORIZONTAL JOINT REINFORCING BETWEEN WYTHES, OR AS A MNIMINM 3/16" GALVANIZED WALL TIES AT 6. O.C. EACH WAY, 5J CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C W. 6J GROUT SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 146 AND SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI, 1J VERTICAL AND BOND BEAM szElltFoRcEmENT SHALL CONlFOW TO THE REQUIREMENTS OF ASTM A 615_ SJ MORTAR SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 210 AND SHALL BE TYPE K w QUALITY ASSURANCE TESTING AND NSPECTICN SHALL BE PEF'FOR o N ACCORDANCE WITH THE REQUIREMENTS OF ACI 530PASCE 6/91S. IIN 1 Copyright©2014 by Comprehesive Design/Build Services. Ail RIGHTS RESERVED. The plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of Comprehensive Design/Build Services. No part thereof shall be copied, disclosed to others, w used in connection with any Work or project, other than the specified project for Which they have been prepared and developed, Without the express knowledge and Written consent of Comprehensive Design/Build Services. Comprehensive Design/Bufld Services shall not be responsible for construction means, methods, tech—nlques, or procedures utilized by the contractors, nor for the safety of public w contractor's employees, or for the failure of the contractor to carry out the Work in accordance With the contract documents. Comprehensive Design/Build Services liability for this plan is limited to the extent of its fee less third party costs. a yy Gam$$:b9�jF@ Egg$ S c 0 a w � 0 8 a `2 �' a EL o EL o ac F ors E � e W � e W 4 u;o0 a _ 00:.: UE e.a .. E d bar a'+4crLe heed ..t roe one LP FIGURE 3 SWAA Arno UPUfT SNCi AT BANo "ST F T. 1 KY- _ II. s,srem sore,, sx nor-.aarv,�,e. RY_iGE d SMFAR AND UFUFt SyLKE RE1wEEN ir3EATNrwG;SIDiNa AND fGTES 4 t �t It b,.a+-yore spr p&na ' ['f btrmx>t salt !t wu bares^� �te"niM 7. Li"TATIONS a+ .h= .ten. r.:' .:�.. Fn+.adrd �r. th... nT+rn sh-. ,r dcN.x e:: i 3^.: J -n�+u, .r=abr�•d � . w•r.d sir-:.�t h Th a Jul; ?s i�h d I=:( ,ssn.x r:ethr rc�++r<•mrm>.J Ik ti: F"l :c i". and ttv:,: _f.dtn a;•fw+'rd ar_.�.}nkl.. dllt^c . :. h..un.:.ora. .,srm sshail!w-1 m1u.3:o l:.�x., c^r.r..n.•+.1,-rc hra�.r,.,;v e5 ,il:bnum r..�", .: �:. .. .. 1 1 i lipr� d :c s h4 .+.., u Pr t < I .r.py lit],- rc{+r-gin can a d. Ncvdcd Grn uauafwwcwf.•r�vAh.m:: r:s. FRAMW LUMBER ER to ALL FRAMING LUMBER SHALL BE KILN DRIED 19A MAXIMUM MOISTURE CONTENT- LUMBER SHALL MEET AS A MIN"J M THE FOLLOWING DESIGN vALUEB FOR "SPR11cE-PINE-FIR": A.2( STUD CONSTRUCTION GRADE Fb-800, FV•10, Fc-150 13.2x JOISTS/RAFTERS NO. I GRADE 1`10-1150, W-10 C• POSTS NO. I GRADE Fb•800, Fv-65, F0•615 2-) ALL FASTENING OF FRAMING, PLATES, SILLS, SHEATHING AND OTHER WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE DETAILS SHOWN AND MINIMUM REQUIREMENTS OF THE MASSACHUSETTS STATE BUILDING CODE APENDEX M• 3� COhWECTORB SHOWN ARE AS MAt.WFACTURED BY 9iMPSON STRONG -TIE C.O. NG. SUBSTITUTIONS MUST BE APPROVED N WRITING BY AN ENGINEER INSTALLATION OF ALL CONNECTORS SHALL BE INSTRICT ACCORDANCE WITH THE MANUFACTOR'S INSTRUCTIONS AND MUST EMPLOY ALL REQUIRED FASTENERS. 4.) ALL CONNECTORS SHALL BE HOT DiP GALVANIZED. 50 INSTALL ALL COhMECTOR FASTENERS BEFORE LOADING THE JOINT, 6-) SPLIT WOOD IS NOT ACCEPTABLE FOR ANY CONNECTIONS. 1a ALL EXFIOSED FRAMING MEMBERS SHALL BE TREATED PER AWPA C2/CS/ CCA 0.25 AND MEMBER IN CONTACT WITH SOIL SHALL BE TREATED PER AWPA C23/C24 CCA 060• JOB SITE FABRICATION CUTS AND BORES SHALL BE TREATED N ACCORDANCE WITH AWPA STD M4, 8.) ALL MAMPACTURED LVL WOOD FRAMING COMPONENTS SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES AS A MNiMUMR E-20x10 6peT, Fb•2900, -v240. 9a TJI FLOOR JOIST &TALL BE AS MANUFACTURED BY TRUS JOIST MacMILLAN AND AS SIZED ON THE DRAWING,°i_ ALL FASTENING, BEARING, AND STIFFENING SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS IWALL PLYWOOD SHALL BE APA PERFORMANCE RATED PANELS CONFOFF W. TO THE FOLLOWING MINIMUM REQUIREMENTS. A. FLOOR- STURD-I-FLOOR TKs, EXPOSURE 1, 5/8", SPAN RATING 16". B_ WALL SHEATHING- EPOSURE 1, 1/2", SPAN RATING 16 a ROOF SHEATHING- EXPOSURE 1, 1/2", SPAN RATING 16% b @" is c b Waal SF,eor a,d UaGe bon+ a<n� Fi^.+INE 3A PANEL ATTAC W- FOR U Ire Dxbte & F, lase :a We , P;cs NAR SFnCW. c. FOR St+aG.E 4ON'QF ev..n„� EC.,e L.z ace Sr:am Saa Fg 3In bv,d i—dead 311 s • • h,el adG. 1' h,d o*ed,•.,. s c- ,KF:a.,.. t. M.sn `•onnC� �;�fL)B P�� Rp'.T OF Na1a - ' See Fy.rce 3lv bed itwr r.'vr z T hnel adaa Fu.+raR.01.;,]0.9 ApA -TM E,r"rrwaa Wrad Aur ....--�+-c.-za 5,,ce a e U,I A 1• W:.d - - - - . S.v an, R _. sa a H•a `r FK'il1Fr R N Ft AVAC—EW iO4IMIET �"�brre seal !«n hrR FE:mx: NML 5I.C".* S, FOR Y G't MC Cs .."s - NMl7 <':NG IF 1Cz D-,VB'.E- M.i,,.,,,,. fh C s+nn<e Y::.,n um Gape Dery a art• 5 hroi edgF hrol sale See F:4 , d w h6+a d Foe,+ No SP. 'a1 e t 31A:4 4^A -Tb En4•r•ad WcGa{ AswwV,en • wvr..-epPwole9 ^as 4, !ar C. •h Weal SAear ce3 t.p Ai,om •x',d - - 5rne-Repot sR +O'a Pb4e5dia N lhzt the d One v zcl' - ! I.d ( th, end, d sir h + It 4 4 vd th unn M d„ >! ,a J r- a . 1 fl I d.I d. 1} h ! d J q t,h :d, 'ffl, Ntr f A "rd i F F_ ,• , !-am •rw' R frtrn d vf',( I hr sk rn er v.rJ s.r. v . rs At,, h... e , � rt and by «ar , r ,Whet .r dwn Jcr,c�x«ahr < t. m.r..ra',. frttR:d 6 IT+ESTALLAT/ON R'FC tJ: RX]VF4VTS , mvrs x+ns suds ur h<ms+mat f ar. n4 a h nn, 1. nb UA ue nuwkd . am tale "-1i FIeurt 1 '+. P.. e', •h;:: Ir ii i<', WUh crew ;+,m::ri tD nn3 cl ': h;nlK"a: i - d ..,.ar r frvl,u,�g vd nr aca ird ixr Flxsvr I. d' On smd— xii,n, rands sull he uikhed w III., rx . i.5, Trnna ,d t`. d h.c i.T p.a, V 'I t ti —J.3 1,f. h m 4P. sh 1• h ma,rmam r l,,-Ire r ] .L f a f' • , ,rev.+ rh,, ,ref, and '1 1....s J- Iopr,J . III, —d x nvtun Punt <, (�n t.o.rm <.xc� rasaxm. upTrt parch aha6 M murirrJ n, nc� r. r n.mM .A i.:.r•.r d,,,rh. I . i,':. a u,� Iv G,m n :c v hxva" „f pvd. T ran'1 rdrvs nrcJ nw .r ,hc In .rt ,,, metin< r. �pprr a v, h.-Rn .+f un.rt Senn, h.l n 1, to ba :; n,-.st m i ; n -t .. " c jJ Ir : •..m per, al nv C. ; • fr _ •.:h Jadl bI, vta.4J ut founi: rt irh gnnr ,...ra. 5f—r. h.h+.-.tF mnxntn cm,n _ x .K r n"hes m cmnnt.v, tit .n.. urF , le slit 1 nd ....., v . srix _r. p­ 'g .F.aic Wh,aIFrsr aad,,r ffmm_- u mmir a, ah.n.'. ;.ct:x:.:<. the 1. d"i.: a 4':r'J"' p "cs ust h— 0,. zS N uithst.v+d the :. lrnp Ic- tens Peep.-d:.,... a the k I i+m.•.i, s,. 1_:n:. r.,_,v Ci d c. h:m. a I e , 'd :.:.: ..'e . r:-t:_ ... s 1 +f. ti.r.: ,.. It E _: ' t h— IJqmd six ".,.,d yv "r rtae. Ih. ax.ac- + un: F,rc, t l s r...r muv rc of i >:+u ! , k— gr.ld: .'dur+rry c,+. , d.r a.... Grad ng A'g mnzna!YT hu :An 1, s<n, n fir-3 and a n a, C„9.T r.ue,d hcd >,va .reaswu.. _mrfr1h,'i,u_d,,p!,'rt r.rruF..., ne.h,. T. rn ,lu+'r F�ac J 3. - •r . .. .a: (,7n , :e p..4 sta',h cr>LG 1uric (.:. n..+ f ti 1R•1., - d u,t IFan.-. n.^.d for ltr.r, .Tr._.e aJ ..nui..t-, nfreal., g? Ad,inxnu: vw'iau. ss:nu - f.m ;alai m AF? Curds w d 4n.:rnr,d 1',n„ ' r G•^1�ent [,'t'f. •.,W »:rr Rr .n-r. t.r. IP1` �.vr. �• . . d „Ic'iuh&"Nx.ts,. pv,�, w Sp lot . a: aa.e nxA Tne EnD •.,! o,d At,or _ew.r2ra4: FIOL'RE , P NU ATTACHMENT FDA UFtn • NM SP t IG 5! FOR 591'_SE ROW' OF IWU .. 3,V NArt SF-<vx; ,s;Fw Da.,F r_•.v oR g ,tT s z f rt A"ernnra rw= drama Per T"hk 3 kmm No � 10: • c 1IX`A.FA _ T'.e E+RRneead wx. J Rsys a«.:,.. wv apnro�.oi 1 J Copyright Q2014 by Comprehesive Design/Build Services. AI I RICH15 RESERVED The plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of Comprehensive Destgn/Build Services. No part thereof Poll be copied, disclosed to others, or used in connection With any Work or project, other than the specified project for Which they have been prepared and developed, Without the express knowledge and Written consent of Comprehensive Design/Build Services. Comprehensive Design/Buld Services shall not be responsible for construction means, methods, tech-niques, or procedures utilized by the contractors, nor for the safety of public or contractors employees: or for the follure of the contractor to carry out the Work in accordance With the contract documents. Comprehensive Design/13uild Services liability far this plan is limtted to the extent of Its fee less third party costs. is a �Q O b V ° 6 Sa d O a Q o a z ° .P. g r ng W Ao..r Hatd Der 4 vee ,n a Fullr Sbeelhed io..se J -- L'. HC�RE 1 CONSTRUCTION DETAILS FOR THE MA NMRxiyV L eRACWD METHOD WITHOUT 010LD-DOWNS Durdde El— HM iNvelfan �.. ,._. Fnertdne.d«ih+a breed wdl «pmrm ___.� —F .!,. d (0—+ d Neeg —.I «.3 I1/ bend« Y"' 1 f r Sbaa,inq nt« Aneemc -- a is it eHa.em redr, dr.b g bra« w,m rmm q,« a: tbd ranker I, ., 2 ror ed cwren.n n Ja 3 g tl a rt @A 3 0.. IPinamrold.`.rtl elYd edP re9zeoa ^.? i t �I I000bbe.de. 1000 bf h. �I .of eP«�n9et� IhddlW becbidea sbewn on Ske ElavNeni �� '.' I .i K mb�he eeeN Wen ng a« « �eµal.d Yebw r 2 a..dmid.M gbr. eRfi021.. U.5 i� :� .A 3/e'mn Alec xq.s ne w.d h It _� � Mwd W«Pm�1 w�iglr.ld ram. for a b.pM R'SOR. Si�2f I I :I .di M 212 3P6 0.4.M�r J .�._ } - Mdw. BOP P« YaOJ.I 6 rYP as <erl..ele a m.s«xy Nsdl ro,slawon vial Mroleepabhl II� �ecb --Ae.Pq Md,ae een ails En:- b]o mf ii — veeed SPrce..al Mel ShMreq e.e. AW. 8-1lore Ave— Orer miud wood I.a a seaN Ibor-hying ar«her ePllen Mrs M« 8d m,n,nwr nods c n . rd�k I ' i .mod �i.b4� O.rl.p y{ --]oc by end bopem RMP_1n P« 9 La JI -� enmanr y--.'w..d5«.Wrol ro,.eI SIVJbs.g.,er..Po.ed Brad..., oa r.i«a..eed noa a eearw flea- weal err.r.Y.el paw a.dep.W., Np b salt SHEM AND URHT S-CE MvitfiN SHEATHING/SIDING AND IRAM Mier pl�ca G:n+e BeMee ,., s«o•. rose- e-a«,.«'„ram,.,, oorhey b rea.bse bV.wdn rode NORROW-WRI.L BRREING WAHT UP DOWNS FOR USE IN R NLY WRiHEO HOUSE Nrixitiv, hf i -7P nM 1— dv. 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S.:H —11-1 LI the ; di'�1 wpldrmm.t to Ihr Im<malim.d odes \ue:.: v l)- PHASE 1E The ucmd r 1— cf I-Ing APA', N.m M n Pry: in1. %i rhnd —1 lm,d In .vmm 1'M14. —hexed I,, rrd(Bmmrrm Mid 11--Mhil... Iramnilr ilHaMm<d ihr M1. l a p-r.nfnpnrraFfi mr drelppnf­d;.T1 - RnPralpeglrilrn h,,I—hn lh [PC 4:l.Tq±err-x-1l v¢mmr afim 6nrh-hill m-Ad %--hh•.al'A 2IN") AP'%h.n 1m1-1—I, ck.,,, to thr 2M t IW' k, 0. IIh1G 05 aalr+-fbargr .In'rlgxnmr rydr ha..ri «I Ilrw ledta. 11u' code dvm,>, And di, tna dung recarvmmdx-, h—ii, we suendcJ to r Pl— Fax•nou, AE% uxlr ch.vxg. fmm fi.+•.: I tea,af the 14--%14 I;nx ntg AigTod 1111 MF—il—11111—OL' the vne(u IPC lurvm— is Id. D-Ji Cat7;creB A C. firn of two , — ad theI 11Yx1 ronau,m wnh IR(.. rwn, 11(07 PA, R,17 h 5 Id IRC 1A,1, REA17.10 I forinadl Uv 11h nr} I f I v xl. nMl ctie.•d wax,d cc." APA InT--"hr hdlnwmg i- lxi,ms wln n u ingdlr o:1 :Lga.I APA N,mrws Mill Rr.J irg WNh,! s t& I Imm of IRe...c on 10*" 10.1 Iridy I, fu.ly dr. uh,d wocx6amrrunl Israel w:1h, cone r d. tool, aA, slrnhed rt. ). ■IVIII ,rgrx•m..o hill in--ts,- wnh Fi.vrc I. Is \\+,Il x-g— i <r --,, l .,I svT«(L«Irr. wish i((dl!.l0 2.RMI hiag�rc I n m 1,< <.m4il.rcd M,11-1 3 brx V vc m«t I:dde. RL0'.k2t n':1um:m,vnil. In aJ,h•wn, the width of dM: s+enusl snissml <! the AI'.A N—rc \Jl 6nxing APA PPoea:�o� Mnl— i. rrrmmrd to b, n,n 3 -1 ;« ^lam I„ il, rnr,wln.l width muhipiiwl t y I.1 Fx ru 14, t ing Jle hn: ing re(Inimmer.r: of I:d"k Iua), 10.1. a 16 Ineh .Ads .znkal wall segtnmr cen--d rer Fi}wrre I can be cmlmeda 24 lurches. ■"Ih--ridhninc,mp,hrd firms krn .aiM 9-d..vtd tirinric r)-p,<:.nr}T+nesx x5 rNrn th 14,1, Rfx" l" 1, REFERENCES AN, A 3 1 • n< drmi• g is I; ih Sarrh:d 5rmmnts, APA R rat 170i11 4M; APA V girv+ , r. U .a Aaa.id .. T n.e %\'A. .APA, 1,10.1. fn;i,rf d hr,:mr L'r<ign ,•n Rnim'. Mrti Fkon Fist V" i, Trying in F'c;,k ,Slmrtv,i .�me:e�rs. APA Rerun 17DO4'38, A17,4 - rn• F.-Tif m,•.., W,.s? A', z:im. r.—% WA .S ri L—f a. ii, I- .:Rmei Cues. ImrnLvkxl.il C«Ir Crn,n,.11 C ,Lmp CInh I HRs, 11 I Copyright ©2014 by Comprehesive Design/Build Services. ALL RIGHTS RESERVED. The plans, drawings, designs, specifications and other arrangements an this sheet are and shall remain the property of Comprehensive Oesign/Build Services. No part thereof shall be copied, disclosed to others, or used in connection With any work or project other than the specified project for Which they hove been prepared and developed, Without the express knowledge and Written consent of Comprehensive Design/BuIld Services. Comprehensive Design/Build Services sholl not be responsible for construction means, methods, tech-niques, or procedures utilized by the contractors, nor for the safety of public or contractors employees, or for the failure of the contractor to carry out the work in accordance With the contract documents. Comprehensive Design/Suild Services liability for this plan is limited to the extent of its fee less third party costa. 1 IJ '_➢ �gs30Ia$ E�eg @@55 ES F p [! pgBP �y F y l�g�s..{ppySyE� g�II r O t] � W 9 0 : Y a0 O g (L' O d O C LIU g T 5 c r 30 a = 00 Dt R {S � N �e s � � o k o a m w � b M Tri a a � r Placrnnminfiug--, or WIN,]. dealt kdgrn del be4Wg mid flan the tap to the Edlom elmg the The lag scTewe erbdt, shall be placed lW inch., fivmi horizorld tun ufihe dak Redo- iseaFigae lg) Prnprr fhe belt- ortap of the deck ledge; and bn seen win In aaliation eY log screw, or balm eholl he-ified bythe and Bee ine ft- the ends. The bib strewn or hits balding aerial lure 19: Ledger Board Fastomor Spacing and Clearance. trokel soaca,q TI- Iv g 1- .a anew, Ihruboh, win Waeiew ,,char Tres-Bofn ...'an of h". Mudmmn.mbedmeal I VI, dull be Tlaa-lx,Its,hall ro.s itiltinmm di:mtetnof!--.Paw Per the maiafacmrer'a recommerdeliotn. All -bee hu4 for -bdt-hall - :. hair."indosnaw. mmt have wad.;. Thro-bnh. sonata ..I., at the h+h hand! ad mn. Eammaran nnrl ArAr,Ax wr6on 1.111 La¢Sr n a Leg screws ,hall have a sutdrnum diem;; of!Y I—t:x n,gmnml expvwim -he- when MINIMUM RFOUIRELfENTS). Lag rcrewa rmy 6. Rtaching a ledgerMmd Io. concealofsolid -,oy good oidy when the field condHiom enfant lotliaye wall as al —in Figure 1 i or.1n11-mavnp•will 'lawnI. Figma IA. Sae Fignrt'_a for lag screw lengnt with a grrn.ed cell as shown ri Pigmy 16. Expel M Veal shank mgldrrma.P. All let sareuw shall be inoalled mdadilcsive anchor Mhs a hall hie is mirinlun with uaslsra. Figure 20: Lag Screw Raq uiremems awPas aN+.,vaa wow l t.� i .•mess awN a,ar "uU v Irgm eNwWa ta" �, - naNmaia arPG. OtleoeeN ow aroma �weg wm oma _ fag screw inntall,alon regmrmrats: F.iw�h I'S suew Thelbmaded portion otlhelag screw shall be ins mad shall have I. h+ks drilled as ,77%a: 17 Drl1 a Yr' buo the PBot hl. by Iuri DO NOT DR31eE LAO diarnacr Ixde bi du Redo lxagd. 21 Dr81as+;; &REwSN'ITHAHAMMER.Uaesupesaxm- dia Qfhole into OW band haw of'ZI I'nirs hwsa congtaiNe hack,;' as ratehadto (,dill,. lightening. DONOT DRILL A f' DIAMETt12 HOLE INTO THE Gash lag sn.w dull be —filly figfiened(snap tog BAND BOARD. nN over4it hi ned to avoid wood donewl, DECK STABILITY D.cka grater Ban 2 fee .115- g a& shall lie proviibd anti disgwud becill m ha on ached an Ilw e,afia, wall oftha haae Figure 22: Diagonal Br c rg Requirements, Ip -nl.-IF 1� t .- la-2.a. type; (1)3A-d—ter �mu-0o. aim nag, ttvral aVaaN bktckaig when tests de 9.law In Pawl LS pEx� NNPoeI F seam �, b 4 SRAORa3 PARALLELTO BEAM BRACING PERPENDICULAR TO BEMA Dlagmal Br.dng: ieraaide diagunel Lacing txrh wall mug be alealhed with rturrimum % wood parallel and papondicWer to nN loam a each poet as Nnaheal peel ahething. Use lag Pcrews a Ihntbotu elwwn in t'igiae 22.WMnpanitelrothe tome;, the oats; lsMetingto at exi;itg bled jrialmwffilalnduu br chg,L] is bulled.. IIN pat; me end and team expansion echo; or epoxy a ah- whin f,Nadrs to a the othn. ee WhlgrlNndicslm te the edam the —te ormaomy. DO NOT ATTA('II TO HRICK Lirxirig ahxll he h,hedlarl. Pre W meendandajoid VF.NF.FRS.ITFRIFYTHI3VONDrrIOYMTHE a, lac�-kian hsweenjoina a the otlut Miniti n FIELD PRIOR TO UTILIZING THIS METHOD, dm' na slit" wxh Ilia lavig ksaii nPlswi,M Fasianal-1,g le I," on enaererd Nagpned in 2nxag. blacking between the reel 01wom)mws Flashing arordas nmjci. t, regmred and min be installed in occads- with the flaolh rlR sr vie s in AHAa ameml lefinme: Aaachthedceknnejunitetlg the LEDOIIRATTA('HTIL'NTRE(XIIRENILNTS, existing houao extaTlm wail m shown in Fitnm 23. 7Pa Figure IS: ARaehmew of FreaStending Decal w House for Late l 9ispport lee ila'-�.'�brarom Pe nkoa- .eraca.o sea. eeN .a Y.weancnww aw nve mewl `iva e.O seas. ewasw« I eeroawai S..Y f;(fARD RF.OIl1RRh7F.NTS IIZ)111 All rlecka gnmmtlNn ere" ahwe grade am reip road to have. grew as shown in Figure 24. (f agtew is installed when one is net mpdrod. it roan most lion, lailln Hill. 01ardsysrnm>Ht mewing thr_se nquuatlen,may b. used at. approved by die i nthonty It" psdMinian. Figure 24: Typical Gue d Detail ad poµeypwl - era+.w.,.,m aPa'na - ,;leek. hPrei W-T-CH 1! ^l^a oTsu stow 1 / .reek WWarWwF J e1<.. 'y,- � pPs awe wawa on Ilia os / .. vv Wa�nae a!we miaww, r ,'of*'*W woans wriom raw safe Na ya ,.stet enaww pka earwwraPeme 1 n nits wT Fgure 1A! Joist Span - Deck Attached M House Foptbnalovarhang ..kiting W91 --1 _mkt' ,OlSl hangar bee (11.h,-..1 i tight be ng) : Joist ledgerbaew - post I ximum Joist $ : Se;Table 2 overhang (minimum soad a 6'-ff wi;h �4 overhang) Figure 1 B: Joist Span -Johta Attached to Side of Beam existing house wall beam -.-} �' Joist hangar ,rJolst hanger Joist post -f1 ledger board -- st S n: eve Table 2 DFCK LRAAHNG, PLAN Afr rg plan dawn rhejon and sewn kyea: the kxwim.riteledy.aboanl, pine, and Exaj,ia, andthe type, dze, si,t,twins afthe ledger board faa imax. See Fja- s f r an evample of a 1) lical deck finning plan. Fguro S: Typical Deck Framing Plan -n r r- -i'r•.� m r i t �'r -i 7Ir 1 �k 4I - ,) { t-{}--ledger board with a bofts bdtshcrews/arichnn , on center joist hanger 6x6 r-'4 beam Post ' ( I- 2x_ Joists at 12", 16", ar 2a" on center 2x_dm,alaf '7 =round m square footing: see Tabk 4 - j Us_ overhang ' beam span: see Table 3 ovedmng i Figure 8: Post4o•Beam Attachment Figure 9: Prohlbhad PosUto$eam Attachment Raauirsnams Candd'gn x1 a Ivan --► ! R �- pI yr ,,;alai nw. d ' bos.imawea F_ .. yen auNMw `I � c - ghwemraes � ) Wamn- r: U mxn notes re,naam Been RLh1.K1I5T RFO(RRFi1FhTS Alt:x-h a ravinuoa nmjda w un ands ufjdNs as ,h- in Figma 11. Anach decleng tothe nmjmN.1 drown in Figma I I. F. ;are dn•]cing Nlachnxio regancrica a see DECKING REQUIREMENTS, Figure If: Rim Joist Connection Detail. Figure 10: Alienate Approved Postdo-Beam CAlmnn CAP Alis.hmant Nrr i' secure decking to top of nm Roost with ill . S' minmsum Wood — @ 6" o.c. ta11LS NOT PERMITTED Anach rim joust to end of each joist win (S) xi C x S" minimum wad areav6: NAILS NO- PERMITTED (the number of xemva may be ied.,cad to 3 d thav, Its no Ill or, when a giwd pat I. W.-M, on, mmec le is per the GUARD POST ATTACHMENT demla) Copyright © 2014 by Comprehesive Design/Build Services. ALL RI -HTS RFSFRVED, The pfons, drawings, designs, specifications and other arrangements an this sheet are and shall remain the proparty of Comprehensive Design/Build Services. No part thereof shall be copied, disclosed to others, or used in connection with any Work or project, other than the specified project for Which they have been prepored and developed, without the express knowledge and Written consent of Comprehensive Design/Build Services Comprehensive Des;un/Buld Services shall not be responsible for construction means, methods, tech-niques, or procedures utilized by the contractors, nor for the safety of public or contractor's employees or for the failure of the contractor to carry out the work in accordance With the contract documents. Comprehensive Design/Build Services liability for this plan is limited to the extent of its fee leas third party costs. r Figwer 30: 61air Guard Requirements Yea W e, b rtUbml tar na.s wa,. r..'reed Ja' «we. ace GINrm RE 9Usn's,"T&!w 1—,, abnrgiwN Mkt-. as' maaauro rmro naele d nap Figure 31: Stair Stringer Attach nt Detail �; titers danwMr °a' rO'nr mruhan. am t e / waeMro 1, w _.�� pew derl.Y r �JeW�IiA�NOERs M mero nee,waroats +\. ATTACHMENT TO POST ATTACHMENTNITH NPNGERS 6TA[R HANDRAIL REOITRP.37FVTR Sh;ges ash«stun cinder AM have a perinider All mrcm wiihAa m redaendpli hive eland®)on rti�rr+irnr ofW lewa 4'Md na gresecr shun 6'/,•wither maomum.mss sh diMh of Y.'a". All Shape= me side (ace Figure 321 TIe hmYhail height measured - surfs wily ro dlapoame. -fi slallhatinaitil wITisil) from the sloped plaro adjoinme the Imad — tlandre nmcrosassnedyhmnapdra directly nosing.1.0bend less thin N iuchas and not m,xe than nv«the iaect crace s pin tiredly e'er r higher owes 33 inches (e.e Figs» lot Hardraiis shay tx 9:"111 dear and shalt ratnm la the guard at wry rmd(see Figure n (. mid dlall be nrmlxeed MdecayaeTiama enryor ). H s may be interruptedbygird pnle add ffi cdnaaon resistant naderisl, The hand pill, portm tf in Ih a tan oh the Yair. .mule. shall he W-crl I %i mxl ." m character Figwe 32: Handrail Raquiaemeres z.]rr Tex+ t-ter Inn — Mndral guaw"—., eanaor.m.Yw haxaar lerdsere Fgura 33: Miacaksrreoua Stair Reel Iranenta Figure 34: Shah Fooling Detail «rr post athd anti treed—, alevaaon when Ie stay i guMd b requam ih U-b' eamela aww�mas won firs .Ten stsJ —. grow � e iv'Y1a'—+•I� h' haeld .,IN fiTAIR I.IC.IITI NO Rh:OITRF\D'. FITS Sleirwayn ehdl hex alight —* 1—'.d in the Ire darting such thm 41 stair mid lited"es as lIrrrdnaed IR31i3.61. the VVIa switch shall be 11,end d ftTen inside Ilse) c. Iroareten mdiondeir—itafinnedwwitid- aemrepoble- FRAMING AT CHIkTiKY OR AV. m n chimney ortMy window -hail fk Raved is r'errdeax wish Filter 33. HeMhm may span amad—a16'-0". When aChimsey ce bey window is wn)et it- 6'-0 «e of mare 6.6 t—s In try , be ailed to ra race Reeder spats to less thin, 6'-01. in ardl cases. the p+Y fmving main men the fequherrierd9 iathe FOOTING5 -lion. Heatera with a span length greater thanV)- M"ret a plan nibnoslon. Figure 35: Detail for Framing Around a Chimney or Bay Wind" --- .deeerrid read r slrMnd fi' memum cdmrary .-. oey w v de rbuais joist. '•. do'AMe 1Met double needs, (21rrY same n bit eacode hna«• t1pical h FLAN VIEW _ M ia9 strews at edger SECTIDN CLrlRD P0.4T ATTACITMENT CDARD POST TO OUTSIDE JOIST: Onanl Deck guwd p,wls alallie amintmua 4x4 Posts far gm* which rare parallel to the deck (Wintnal)ho.t! Mgher grade(fx IsZpuI joina shell be Wrecked to the oludde-joir. per listed in Table 1) car with an adjnMedfinding Figure 25. design Itit a not I'x. item I.050 pal. Fig un 25: Guard Post to Outside Joist Detail FIGURE 24 for guard fsea aanixinem saisc m m --- — -fn require — or dust at fire: sx rbr bay, Provide-� aide of the aIA91tle•A oklrg at guest paW,' d with 700 Common by and botlom, each We guard past awe.jdst-�: (2itn'da. tlru. _end washersgueni Past mMulaltisi 6ECTION PLANVIEW GUARD POST TO RIM JOIST: Greed pony&,, deckjoiVs. There shell be a inns Ter of,—lxdta althe A'-6 dint nM perpendicular to the deckjrdns shall be hoiddowm nrichor f ntahnrent to Ihsjow. Only hold. slaxtud to the Ornjoier in -orders., wehrigae 26. clown anchor models tr 64 the se emshnnvn As shown in p'iplse 26, hold-down enrhews Tern be arprimmess*41 la: erred. Mewled re at.. the grand p,nr and raryi. to iha Figure 26: Guard Post to Rim Joint Detail we FIGURE 24 For guard -- romporann ad,,ch—I guard pow rassi meets noW-Coam anchor hole -dawn aster-� data 69n Feb r guest pan ///j I /�/''ppast.1 9 1 �T- mexmum (2)1!C ! "' don jdN ematertmr. �' , \\\l—It"� IdsI �'"�{ nay am 7r ahem hold-down Madras plat don to, at joist location betwsan iaiah SECTION PLAN NEWS STAIR Rh oil RF\ff\'T'e 1RJ li.gI 21L HMc at,i—rslan aced. W. dimrn.i—thm Smm, straw smngam, rid t g rd •hall Text Ora an for—dlYc ian,lnrg will 1,, q d A I1-. of mpunmanls ahmm m t i T Ibiemough I it3.r Mon shell Ten hose s taco 1 I per than 12 kel e.eept s,h,m ammded by the local h mli,tion. All hetwem nu«Ias eh nr lend' g All ntennediau stmr string —shall be s minim f 12. Slrirsamgws Inndhags must be designed and WnsWaled as a free - shall not +Pe. more the. ih di - ions A— In hignre standing dock xmg me dared, I,.. this peckake Figure 27; Tread and Riser Detail reamerxwen.w alwr raw 2 w r.ceaadaraie emYe aw�mnwsse — me. Irani errs m.e t. nwlnr. m.wwsn nwa .Iy aemehWia- rli `. rn.araW.wa ys•. t.w• roaro, rmu.v - watt no! aenae fire aY smlr..er br Ter. nun yr Figure 28: Stair Stringer Requiements mum apalilla herweerl Yrin9ere = ere-. err Ip.s men. rase • r-T Ior aouthem Pine Tees. ape. • 16'E' b awmrm pin mav—open.—e•-0" M etlxr Talk t speebn Tex. Winn • 1d'4 br ~ TaE41 epru CUT STRINGER SOLID STRINGER Figure 26: Tread Connection Requirements e.ea 2s ee.d mabrrol wan 2Je aaawa «2-ee coTnlm 1 per ion&Y el qcn nMlaer«NtlpM t^^9sr l',. (�A 2xj�j yC m.d i(1 2a41eaga. earn slue. rid J tiV aarleara-/ stepaep �Ior veed. enacM1 ma A -tad rWs «4ae waoa wawa CUT STRINGER SOUDSTRINGER 1 J Copyright Q 2014 by Comprehesive Detign/Build Services. ALL RIGHTS RESERVED The plans, drawings, designs, specifications and other, arrangements on this sheet are and shall remain the property of Comprehensive Design/Bulid Services. No part thereof shad be copied, disclosed to othere, or used in connection With any Work or project, other than the specified project for Which they have been prepared and developed, Without the express knowledge and Written consent of Comprehensive Design/Budd Services. Comprehensive Design/Budd Services shall not be responsible for construction means, methods, tech-niquesr or procedures utilized by the contractors, nor for the safety of public w contractor's employees; w for the failure of the contractor to carry out the Work in accordance With the contract documents. Comprehensive Design/Build Services liability for this pion IS limited to the extent of its fee less third party costs. `µ,EPtoCK� I � fET to'-ol 1' 11 �r�y' S-�yt• 5=2t 2�'4 5'4 "-' zx4o e V e , a 4-�ZXS -� 8 A x4 vosr o0 wr Ew m bEGK{NS i ! 4 c 4 n � N {z a) t3/kxl;� I4 T"" to {2 •• 8� • y I Ekt r� ROo�olxcH t ._ 2�b.d'.'uT' Nk k, _ 09 2FIc iotST Ai$ . ek I . �iPv�or�s�•ra �dNt�A-�onl'� — APPROVE0fry: - DRAWN9V REwsEO 27// - 3��. cma�mvwm�o sb <oo•c cp �- ^ �• ` 1� __Ac_c.� Rt'I�J'+�PoftC N' ORAWNG Num.v ,��"\ l\'Y \�F�'�L �8/�cD � - MevGb 6UL{c.li Fa.D •�2o1=-�F AGoee.Ml7a ooM ' �Zo!o7 /Co-ar s HovSE IVdFW 10po1777oN 4fx4 I tip r to Pb{?aIf._ 4x4 p r c lvLT" FY ' @ C 1 1 ti. - � r , NEW Lq .,ROOM , MJD nm 1_ . _�pE <t 2 aHnn+dry' -r trrr i I 1 I Lr0El2 p5 T re;7nrty D i a c-X'r aj af � ws�w a (I wE..ra W..T, N n1 J qi �`-..((Jgg�� 49, lktT N-;� J a OL 0 rdTii�q W4L1 1 ► �' SSPAW4 WAu.. 1' & .... _ _ . •t ... tV � tL'i3�4Gt4.4t4C�. �JN 51 NEVI'; SST.•._, Zfo Re.IuAg _it �auy uP ' "19S d42 n L iTw244to �{y:I24¢4a 1 . ' 1�1t ln�-2:61' � 5=pr"i •� 3r3 General Notes: 1.These plans are intended to provide the basic construction information. This means these plans must be verified and r�s checked completely by the contractor. All dimensions are to be field verified and any adjustments made accordingly. Z All work shall be completed In complianeewith all applicable Building, PNmbing, Electrical codes. Any other local, state and/or federal codes that may apply to this project shall be considered as part of the construction c documents. 3. All waste material and debris shall be removed end disposed of properly. 4. Numbers set Withih { ] referenca that section of the Massachusetts State Building Code Section [53 edt 81 for 1 & 2 family dwellings. 5. These drawing were prepared per guidelines set forth In the Mass. State Building Code Section [53] for 1& 2 family dwellings. S. Window glazing shall be considered hazardous when used M doors, within 5V of a.doorway or closer than 18° to the floor, Windows used for emergency egress shall have a minimum opening size of 20° x 24" In either direction and shell not be more then 44" -above the finished floor. 15308 & 53101 7. Ail walls next to stairways shag have fire stopping Installer! &4aoant to hi Mii ns Masonry chimneys imnesconstructed h the to section [5808] of the Massachusetts State Building Code. NOTE: Verify All Existing Conditions & Measurements Prior To Ordering Of Materials & Construction r sE-Ctwo �L qo2 P�PopasC� /✓mow fLc�� i�Li�NS SCALE: Y4! ;1'�O I AP/ROVED BY: -DRAWN 6Y iYt{I;G -DA*E::1-t3-1i REvrsEo (� 2'7�12. .S"L1LL:1Vp.eJ '2.L.SkD�7�E 04 .MoW\A �5 ��• �-�rJ �_ . DRAWING NUMBER ® imu &..Ar_— Aoo2V MJD celvl. Aoo Will DONS i L* Cvs v. L,STA9 LorfT. Ridge Strap _ 2Gr- SdARO, 30 yr. Asphalt Shingles # 15 lb Felt Paper SW CDX Plywood Sheathing ,y M-SEP Simpson HZ5Ke � Rafter To Top Pkft (ryp.) ' 2 x 8 Rafters 16"o.c. "Y 4 C�- 1 - 1 _a z u v°y, °a a I •Q - White Cedar Shingles Tyvek S666swrap W CDX Plywood Sheathing 219Fibes�sInsul.• MASTE2 R-1S Fiberglass Insulation N N C3EORoonn %" Biueboard w/skim coat plaster - 3 %A e1�8 ti IQ toy 1 3'to LvL a o+hWO 10— 31' IN, a. Concrete Filled y.A\I Lally Column On 2'48' x 2 8" I t E But><q f.-O x 12" Deep Pad (Typ.) =d ° N , .. • - 4' Reinforced Concrete Station ` y L�•�; I __ {{ ct," 6 Mil Poly Vapor Barrier SO, z�► 4 Over 6" Compacted Crush Stone , a -7 f 5U LI[WCRa - - - - `• - i . _ " .^..m., Lat�Pmar�e 4><4 'i ReM4T�wE , TO I+PVE S" EIGQof� � Q U.Mg. tl��G II.Op APPROVED OY:.. BATE.,. NOTE Ve*ANBdSt g '3\\ . SMtCFI •N ECA-CZ oAp , Conditions; &Measurements S . pA>ZC:MGL! Tot ,^Mn. Prior To Ordering Ofa>�Rt� Materials & Construction aRe oRAwwcNUM�Ie A o F r