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BP-89686 Permit No, BP-89686 BUILD/NG PERMIT GIS#: 4205.00 Common teal n of eMassachusetts Map: 0079 TOWN OF DARTMOUTH Lot: 0021 400 Slocum Road,Dartmouth,MA 02747 Sub-Lot: 0000 Phone: (508)910-1820 a Fax:(508)910-1838 Category: GARAGE Project# JS-2019-000561 PERMISSION IS HEREBY GRANTED TO: Est.Cost: $40000.00 Fee: S540.00 Contractor: License: Phone#: Const.Class; Use Group: R Engineer: License: Phone#: Lot Size(sq.ft.) 40565 Zoning: SRB Applicant: Phone#: Aquifer Zone: ZONE 3 JILL M&DUSTIN W GRAMMER (JERRY ROGERS) 774-454-4628 Flood Zone: ZONE X I OWVER: New Coast.: 1,560 sq.ft. GRAMMER JILL M&DU TIN W G MMER Alt.Coast: N/A I Date Typed: 8-24-2018 I DATE ISSUED: `` s TO PERFORM THE FOLLOWING WORK: Construct a 26 ft x 30 ft attached two car garage with family room and one half bathroom above Projp„Locatton: 115 PINE ISLAND Approved Issued By: idi. Art f j DAVID BRUNETTE,LOCAL BUILDING INSPECTOR All work shall comply with 7 80 CMIR 9"Ed.(YIGL Chap.143)and any other applicable Mass.Laws or Codes and plans on file. Schedule appropriate inspections as required. Upon completion of work,final inspection is required. 1 hereby certify that the proposed work is authorized by the owirs ollizectii'd and Firav been authorized by the owner to make this application as his agent and to receive this permit, I further understand other agorreces may hyve reason to)STOP WORK if items under their jurisdiction are not met; not withstanding the issuance of this BuildingiZoning Permit. i Signature of Owner/Agent: b.. Inspector of Inspectotuf_---jr D.P.W.Inspector j Building Inspector Inspector of Gas Fire Department Plumbing Wiring Water Service 4: Footings: Underground: i Oil: Underground: Service: Foundation: Rough: Smoke: Rough: Rough: Sewer Service#: Rough Frame: insulation: Final: Final• I Final: Cross Connection Final: Final: Treasury: Board of Health E-91 1 Additional Comments: Planning Board • ' ' I Prior to issuance of Certificate of Occupancy:Completion,this card must be returned to the Building Department with all necessary inspections signed off. Department phone numbers are listed on the white-Required Inspections"document provided with the issuance of the building permit. POST CARD SO IT IS VISIBLE FROM THE STREET 1/'? -� TOWN OF DA R TMOUTH - BUILDING DEPARTMENT RECEIPT 3 1, 2 -% ( PHONE: 508-910-1820 FAX: 508-910-1838 1 / ' CI Name: l f1 I A _.f Property Owner: e? ' is ifeA Dat �� .� Job Location. ill /j..'.__ fief/i l� G` .„Map: 79 Lot:,/ Description General Ledger#'s Ref. # Amount Building & Buil 01000-44105 * /0-- ,,rip„I/ --)7 --) '` Electrical �� jp �Cf , 01000-44106 t1 Plumbing Gas 01000-44107 NO Trench Saf y 01000-44129 BETTERMENTS Other Depart ev6nu O� 01000-42420 jMi White-Collector's Office Yellow Copy-Customer's Receipt Pink Copy-Building Department Received By ( ' ` '. THIS IS NOT A PERMIT/LICENSE FOR BUILDING, ELECTRICAL, PL: MBING OR GAS 1 " • .� TOWN OF DARTMOUTH - BUILDING DEPARTMENT RECEIPT 8 9 6 8 6 PHONE: 508- 0.182k, FAX: 508•910-1838 , Nam : "------Property Owner: - Date: ( Job Ito 'ion: // ))-:`-h /7 at_ Map: 7 e? Lot: . ,e*cription &o ,. General Ledger#'s Ref. # Amount uilding` i Bui 4 N isc. 01000-44105 j,,p Id 16$tric � 5.-- 01000-44106 � ,, nbing&G 01000-44107 'Frei 0N044129 Other Department RevenEaETTElETIMITS White-Collector's Office Yellow Copy-Customer's Receipt :Pink Copy Building Department Received B G" ' " THIS IS NOT A PERMITILICENSE FOR BUILDING, ELEC AL, PLUMBING OR GAS ram RESIDENTIAL ❑ Phased Approval(R106.3.3) 25.00 APPLICATION FEE IS NON RE-FIJNUABLE &NON-TRANSFERABLE DATE RECEIVED r1�°U 1-! � ARTMOUTH BUILDING DEPARTM NT OPNt: .• .,..,„:ii.). 63 ,,, It 400 Slocum Road ';Z _ Dartmouth, MA 02747 1 Phone. 508-910-1820 Fax 508-910-1838 \... 16fi4',ram --_' www,town.dartmouth.ma.us APPLICATION TO CONSTRUCT,REPAIR, RENOVATE OR DEMOLISH A ONE OR ILY DWELLING TS SSG Ct©�ttQR 4FFIEFi4 -[}$ O�+tY REGEII D BY BUILD NG PERMIT R UIWIBE. 1 DATE fSSUE IGI�}ATUE DATE Building Commissioner/Inspectorof Buildings Zoning Distrust �: d Use } Zone ❑B E1 A E1-U Aquifer Zone THE F OWING ES. H ULD�BE QI DPW A ❑Board D$oard of_ O Cons ❑Pla:nmg ❑,Address I3•;Engineenng ❑Cross Appeal Health Commission ::- `Card Connection' ❑Frre Gas Elect ❑Other D Water Card O Sewer Card POF Chief ut Off Gut Off ' Cut Off'. - DEP 4RTMENTAL APPRb AL(Sj ': Board of Health: Signature: fj�' 7... -, rti�L � ' Date: �` Conservation Commission: Signature: Date: D.P.W.: Signature: Date: Fire Chief: Signature: Date: Other: Signature: / r Date: Brief description of work being performed: �- e SEC IaN l `SkT�[ Of MA7-16.TI w Property Address: 1 , 1.2 Assessors Map&Lot Number: Contact Person: �l-f'/ r c7,5 Map 7cp Lot 2 'Phone Number: �y' �.s�� '7� 1.3 Historical District El ❑ No 4 Water Supply(MGL c40 s54): w1.5 Sewage Disposal System: Year Built :ha ❑ Municipal ❑ Municipal ❑Alteringmoren 25% per side of building ] rivate Well Site Disposal System Has application been submitted to the Historic Commission`? 0 Yes 0 No Date: L� F"7 _ _' e,-revised 5/13 tvl C®NSTRIJC�'!®�� PLANS ITE'�1 AN N ENERGY REDORT' RESIDENTIAL ; SECTION 2 PROPERT OVIMERSNIPIAtiTTi ORJZED AGENT 2.1 ecord: ._ _ 7 /7 .0" , / 60 t�,,� L Name(print) / Contact Ad ress Phone Number 2.2 Authorized Agent: Name(print) Contact Address Phone Number SECTION 3 4::CONSTRUCTION S1ERVICE$ : .. 3.1 Licensed Construction Supervisor/Specialty License: License Number: Company Name/Contractor Name: E41 Address: Expiration Date: Signature: Telephone: 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 u are applyin u this section sign below: ---......%) Signatur :, :: £G 7[:3N a 11iFUttKt1itl,WO 1IE SAt•[QN itai i Nt'1=ffi:::::::3 FEfhr l -r* rt 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: 0 Yes ❑ No SE2.0TI6N 5__DSSGkikt WEI0R,40.# SED ORK{ #itiic< t1 pti 16.1r4 . f _ _ ._ _ _. ., ❑ Deck 0 Pool 0 Repairs 0 Alteration 0 Chimney/Fireplace 0 Woodstove/Pellet Stove ❑ New Construction* 0 Accessory Bldg. IVAddition 0 Roofing/Siding 0 Replacement window/door (Energy report required) (Shed/Garage) (Energy report required) No.of windows Doors ❑ DEMOLITION (specify): Location of debris removal (per MGL C.40 Sec 54): 0 Dumpster on site 0 Dumpster On Street Facility Name: 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): 0 HVAC(combined unit)-primary fuel,natural gas,propane,electricity,other(specify): ❑Air conditioning-(separate u , ❑ None of the above to be provided __ ❑Hot Water: Gas Electric _ Fuel Oil Other . ii :<- _._.� .. __= . . . -� - . �E�'�iON-&_-E`S�II��►'FF$Y�€iL�STR�CDt�CE}Sl" = _ = '_` Item Estimated Cost($)to be completed by permit applicant 1. Building 2. Electrical 3. Plumbing • 17// ITO 4 Mechanical(HVAC) 5 Total=(1 +2+3+4) 1/ f to b _ o�mpt�et wen owner's ageit€ can toF_ap s'_ .fot t Eclt permit (Pie_ e Prin /� //�L.2,40i/7l , as Owner of the subject property hereby authorize _ Ant.*PC to act on m beh- in all matters relative to work authorized by this building permit application. ub ...n. ure • O• --r' Date 8,EGTEON"7B 01k NER!AUTk[Ok tZED AGENT DECLARATION _. . _ az' , as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are rue and accurrat 4 to the best of my knowledge and belief. Signed under the pains an alties of jury. � �__... .. ; am' Si re o w , t orized Agent Date rcf=CfifO 8, QEF#�CtIPGttR`SPfE} E = �-^ Less Application Fee: $25.00 Remaining Balance: $ ZS Total Permit Fee: $ V Other$Amount$ Gross Area-New Construction total sq.ft. IS e Gross Ara-Alteration total sq.ft. Permit Issued to: �� ,A t ' eC (1:' 3 a Ca:/Lot, e" ,-' 6 112, Cif Z 6);/1-6211 / , 61aX /)---/i/g • 3.1170 d P-e 66'1 d(At ese30 — g 0 2,*1>io /Y-44gi :26 lez) 3 ?6 frtle,41 ni A COI 6-0-1.,74))4240e--- 8chAC \A The Commonwealth of Massachusetts )x Cr .1 Department of Industrial Accidents 1 Congress Street, Suite 100 A• < Boston,MA 02114-2017 C y.�,• www.mass.gov/dia �,y Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information > i,.. Please Print Legibly N me (Business/Organization/Individual): :;;:>s`r' ;'::;.2--;.-_,,y)7/1///t ,/f7 Address:.,f`�,S�r _ e ' City/State/Zip: 7 A/ hone #: Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with employees(full and/or part-time).* 7. ❑New construction 2.7 I am a sole proprietor or partnership and have no employees working for me in 8. Ell Remodeling any capacity.[No workers'comp.insurance required.] 9. El Demolition 3.0I a homeowner doing all work myself. [No workers''comp.insurance required.]' 10 Building addition 4. I am a homeowner and will be hiring contractors to condu t all work on my property. I will ensure that all contractors either ha e w. r r + , . n insurance or are sole 11.0 Electrical repairs or additions proprietors with no e P{s $ e — r 12. Plumbing repairs or additions 5.0 I am a general contractbir-all I ha ire.\ } • , •t trac ors listed on the attached sheet. 13.n Roof repairs These sub-contractors ladve'empt'oyees and have workers'comp.insurance.' 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.®Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: Expiration Date: / P 1,. - 5-1 Lf d Ci /State ty /Zi DCZt 44,,H) 0,27 Site Address: Attach a copy of the ork compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereb i .ertif er the 'r�nn alties of perjury that the information provided above is true and correct. ignature: Date: Phone#: 0 �1 ` i' Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5. 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C N C N A: O' W Pe wait No. BP- 89686 Project Location: 115 PINE ISLAND RD Commonwea .x* sachusetts TO +��... �:- + ' IJTH _ : z ,E., *47 ' -'_ .'sx y`°bu '',�"a. m'� o vOl s .� $`� ;�., O : , ern i" ant d nnn • € u - 1 i i 0 - .�+ �„.a�a '3� ?� 4 lipro Contra � b �� � e: ir � gone#: i __ if— En sneerto -41\ Y g - . , s b i , r hone#: g a 4. � �' ;i3zi*: `. -1 yam^ 4 aa a � . a .r Applicant. r ` 1; " jP Phone#: 33 :1;i:i; �9-)11 9 DILL M&D GI a. �� 774-454-4628 , # xij OWNER: : GRAMMER JILI3 ii � � J DATE ISSUED: �� � 7 1 TO PERFORM THE FOLLOWING WORK: tp 3l l Construct a 26 ft x 30 ft attached two car garage with family room and one half bathroom above IIAT�. TIMF TYpF (IF TNQPF�TT(1N R. R F VTARKQ INiTTAT" �i'3 .2 � Q �, e-re' a, _7 ,,,,,,,ne- ece�,r,L F, ' /Wr, gyp; ..,,etr iC.,),1 z ,Vir..,,u,j4. / / In ei L r )7144 //i01 • 3'2 ZaZ6 lti�� OX G� 7 1 at-lhe,c )9AAff to-t:// A;461 �' - , 6?2,,,a14-4'tt • Ptri iit No. BP-89686 BUILDING .PERMIT. • .GIS# 4205.00 Commonwealth of Massachusetts •Map. 0079 - - TOWN OF DARTMOUTH Lot: -_: 0021 ,. . 400 Slocum Road,Dartmouth,MA 02747 Sub-Lot:- 0000 Phone:(508)910-1820 • Fax:(508)910-1838 Category: GARAGE .Project# JS-2019-000561 PERMISSION IS'_HEREBY GRANTED TO: Est.Cost: $40000.00 -Feel . .,,$540.00 Contractor: License: Phone#: Const.Class: Use:Group: R Engineer: License: Phone#: „Lot Size(sq.ft.) 40565 Zoning: SRB _ Applicant: Phone#: Aquifer Zone: ZONE 3 `"- JILL M&DUSTIN NA'GRAMMER (JERRY ROGERS) 774-454-4628 Flood Zone: ZONE X Nev Const.: 1,560 sq.ft. GRAMMER JILGM&DU IN W G D3ER Alt.Const N/A fs Date Typed. 8-24=2018• DATE ISSUED:_ �1� • TO PERFORM THE FOLLOWING WORK:- Construct a 26 ft x 30 ft attached two car garage with family room and one half bathroom above • Project Location: 115 PINE ISLAND RD • Approved/Issued By: DAVID BRUNETTE,LOCAL BUILDING INSPECTOR - all work shai/complywith 7S.0 MR 9'H Ed.(MGL Chap.143)and any other applicable Mass.Laws or Codes and plans on file. Schedule appropriate inspections as required. Upon completion of work,final inspection is required. I hereby certify that the proposed work is authorized by the owner o�eecord and I have been authorized by the owner to make this application as his agent and to receive this permit, I further understand other agencies may'hAve reason to STOP WORK if items under their jurisdiction are not met; not withstanding the issuance of this Building/Zoning Permit. . Signature of Owner/Agent: L ...... . - -'I Inspector of Inspector of D.P.W.Inspector Building Inspector Inspector of Gas Fire Department Plumbing Wiring Water Service#: Footings: Underground: Oil: Underground: Service: 4 - Foundation: Rough: • Smoke: Rough: Rough: Sewer S.rvice#: Rough Frame: • Insulation: Final: Final: Final (n1 3 i / Cross Connection Final: Final: �r� tT ZQ Treasury: _ Board of Health E-911 Additional Comments: Planning Board Prior to issuance of Certificate of Occupancy/Completion,this card must be returned to the Building Department with all necessary inspections signed off. Department phone numbers are listed on the white"Required Inspections"document provided with the issuance of the building permit. a 11, s Ei '� 4-r cam-.--" -.-,' � I �� '} i I INSPECTION g 3 WIRING APPROVED �,.>.�. �'�wy. �'n�.�-� '- DATE 2.3 C )-0' s - REC. NO. r "' `'s y £ . 'ems • ector of Tres • .- PER. *;' S` DARTMOUTH WIRE D . u q ¢-ems ,,4 , EPT . r ,ems, -' . z e P. l\V-: - r‘‘3,Wkj FII pECTION ,o` I NG APPROVED DATE 7' \\- f D '5 REC. NO. 2Z� Spector f Wires i PER. DARTMOUTD WIRE DEFT RESIDENTIAL 0 Phased Approval(R106.3.3) 25.00 APPLICATION FEE IS NON HE-FUNDABLE &NON-TRANSFERABLE _ DATE RECEIVED r�� ;��, ARTMOUTH BUILDING DEPARTMENT �° 400 Slocum Road ° �' Dartmouth, MA 02747 V :SZ < y; �� Sy':' Phone: 508-910-1820 Fax: 508-910-1838 i www.town.dartmouth.ma.us __, APPLICATION TO CONSTRUCT,FT�REPPAIR, RENOVATE OR DEMOy�LI(SH A ONE O BWEtL`ING. k J+iAj. 5` L . `� T �yr 11©IQ6ir i/ IIY S - .Y y �r �'""` ,R, 1 �Su--`ate ,� {-. 2-,'" 1 , . b f t d gita rt hr r`s}�"i 'axe. t i f `n .� ,e _7 i .: .sy r�s -,r '1 3 n '".aa��i 6' s .-;V, 5.r i 1 a�- era..c'c s� g -" ..0 6;.. y V OI tVE ' tuttEfMIE q 2 x y ..` - ,i '. 4 Rk t. Jt 6 - S, , -� h ATEt UEW a V'It`Fll 9 x 2 L } giiii•€f�ng,�oCa�rt�ssroi���l�ffislie ���u`�t«r�s _ C�R�� Y i t 'k 'f +S F 5 �m3 W. t > Y"tip i r �2 f.r 5 1 Zor+trr �?�stjstt. ' r©posed Use 1 Va :M_,R O t7 crtl Ct Y Aquifer Zone 3 T4,FQLt.1: .;F ggf: tENGIES-�t 1$E lO 0.P I?PW D Board of oa�d of [ hs fl Pr�nrirttg ©Address Q Engrneenng CF Cross Appeals FteaiFt Corrttrtissiom Card _ Connection ❑)=ire ©Gas CI Electtrrc El Ofherf ❑Water Card ❑Sewer Card PDF- Chief Cut off Cut Off Gait Off Cit Off OEPARTMENTAC,APPf ��tAt'(5 .. ' , yip:-�,� Date: /� / F. . i of Health: Signature: 1 fy+ �!Conseivation Commission: Signature: Date: D.P.W: F, '� (• r ature: Date: Fire Chief: nature: Date: Other: Signature: Date: Brief description of work being performed: Jp� ���� � J _._.... '-_ .Y._.... ..�.i ..ti.....�.i ter. � I`F` _t..�•r .. �. �¢�I•..w..,."?tml5_.u- h,';'�sn,.i. .c`' .� a� •x_..±. ...�. Or'1.1 Pro ert Address: l , 1.2 Assessors Ma &Lot Number: `" Lontact Person: ; �f'/' e9c✓_5 Map 7 Lot 1 Phone Number: � �� � �� 1.3 Historical District 0 Yes ❑ No 4 Water Supply(MGL c40 s54): s1'� 5 Sewage Disposal System: Year Built 0 Municipal ❑ Municipal ❑Altering more than 25% per side of buildingrivate Well Site Disposal System Has application been submitted to the Historic Commission? 0 Yes ❑ No Date: 5 ' j�revised 5113 ®NSTR�CTI®�J PLANS SITE--PLAN ENERGY REPORT �I M,Uoogg to9ZS "'ft- .*O5.16t .7i� ..... p U5 J LL-20) Z0 Q� Q ,00•9tc 3 90,jSC.9ZN .fiwp ..- N N X O CO %S%",O o) Z Z oCL P. m wrn V , Ic Jai,m0O,gfl0.LZS ,oS •tS L w c0 'd- N �o O 0' � ol cr Z j , V) L-Li CL Z _ n O C� Q LLJ ._.J F-- Li- 0 LL • CD .J X W 1 n F- Z:L� ot�p0 WNO OC)ND cifa� 12-o •• L.ij I-L- W �Qo L� LLJ Z Lil >- t1i 00 ...i.. Of Y I Ow F- -- o Z � < W ....,1 > V 1 fyZ 0- LLJ UL. Z Op LLJ (; Q Oo 0- Z O 0� Lj = W F-- Z V) 1 - N� W > PO) iy S m Jl Z W-i O > , < U O c� `Z • O �. LLJ Z . 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Gni ir.inATIOM ic IS I I I I L I I I I i _,1---�-___-- � _ _ - _ -- -� -_ I� J r FLOOR FRAMING NOTES .provide first floor joists as noted on structural drawings. Provide 1%" or 1% 1' LSL or LVL, rim joists by same `manufacturer as joists. -Follow all manufacturer's recommended details for Installation of joists. = Provide blocking using same material as joists overall beams except flush beams where there is a wall above, and ,under all braced wall panels. Unless otherwise noted, floor sheathing shall be APA rated sheathing and underlayment, tongue -&-grooved, 4" thick, ,minimum 2411 o.ct span rating. Glue and nail floor sheathing "to joist. ,- Sills to be (2) 2x6 pressure treated w/%n x 1211 long (galvanized steel hooked anchor bolts @ 41-0" max. o.c. and 1211 from corners or splices. Bolts to engage both plates ,and be fastened w/ 311x3"x 4" plate washers. Garage anchors 24" O.C. U.N.O. -Provide posting at each end of all beams and at other locations as shown on Structural plans. 'See structural drawings for post sizes and locations. (2-2x ,min.) -All posts shall be continuous down from their top point to -foundation or carrying (transfer) beams. ,Posts are typically called out at their top most point. Provide same post size below unless noted. Provide solid blocking through floors beneath all posts. GARAGE SHEATHING The CDX plywood used on the garage door wall :shall be installed both on the interior and exterior ,sides of the wall. The plywood on this wall shall be fastened to the sills, rim joist, and the wall studs on both sides with 8D nails spaced and staggered at no mmore than 4" apart around the edges, and no more 'than 1211 apart in the field of the sheet ATTACHED PORCHES (post connections to foundation walls/ concrete tubes) Fier footings shall consist of "Bigfoot11 bell footings or spread footings cast at or below frost depth that support 10" cI~ 12" diameter "Sonotube" piers Deck and porch posts shall be secured to the piers using ,impson ABU post base. C►e.ck posts and porch beam assemblies shall be reinforced vl ith Simpson BCS Series column caps one per post to b1aam connection, or the beam can be let in to the posts and V)rough bolted to the post using two (2) 5/81' through bolts. Corner posts shall be attached to the beam using Simpson "CE post caps. - Keck and Porch framing shall be attached to the structure th galvanized metal hangers and a ledger board. The I�,-Jger board shall be attached to the rim -joist or into solid fuming using 1/2" lag bolts or ledger -lag screw, two (2) rows spaced and staggered at 8" on center. EXTERIOR WALL ASSEMBLIES - Exterior sheathing to consist of minimumV1 APA rated (CDX plywoodwith 8d common nails at 4" spacing on the edges and 12„ spacing on the field - Plywood sheets to be applied horizontally with vertical joints to be staggered a minimum of 32" between lifts (two stud bays). Plywood shall span across the bottom and top plates to effectively tie the plates to the stud wall assembly. - Horizontal blocking for nailing to be provided within 48" of outside corners. -Blocking and connections shall be provided at panel edges perpendicular to roof framing members and be located in the first two bays spaced at a maximum of 4 feet on center. - Plywood sheets shall be nailed to sills, plates, studs and rim joists w/ 8d common nails; 411 at perimeters and 8" in the field. -Simpson HDU5 hold downs shall be installed in the outside corners consistent with the locations specified on the plans. The hold down assemblies shall extend from the foundation connection to the top floor top plate and roof assembly. This continuous connection can be accomplished by nailing a full height stud with two 16d common nails spaced 10" on center to the opposite side of the triple corner studs assembly to which the HDU5 hold downs shall be attached. -Outside corners shall consist of builtup 2x6 solid corners and the all exterior walls shall be framed using 2x6 framing unless otherwise noted. -Bottom plates of the wall assemblies shall be attached to the floor framing members using 16d common nails spaced and staggered 4" on center. -Window and door openings larger than 5 feet or closer than 3 feet from an outside corner shall have Simpson H4 hurricane clips installed per (detail 6 on SK-1). The H4 clips shall be installed at the top and bottom of the last (king) studs, as well as to the top and bottom of the first (jack) studs. The clips shall be installed to the interior sides of the king and jack studs and any pocketed studs between windows. Jack studs shall be connected to the headers using one (1) Simpson LSTA strap per jack to header. -Window and door opening larger than 5 feet shall be framed using two (2) jack studs and three (3) king studs. Window and door openings located 3 feet from an outside corner of the structure shall all be framed using two (2) jack studs and two (2) king studs. -The double top plates shall be lap -spliced with end joints a minimum of 6 feet apart and contain (14)16d common nails per each side of the splice. The top plates shall overlap at corners of the structure and all intersections of interior or exterior load bearing walls. ROOF FRAMING NOTES - See structural drawings for rafter sizes. All rafters are to be SPF #1 / #2 or better U.N.O. -See structural drawings for ledger size on top of sheathing for support and connection of rafters at overlay framing. - Rafters shall be toe nailed to wall plates and face nailed to ceiling joists at supports and shall also be anchored for uplift w/ Simpson H1 rafter tie at each rafter unless otherwise noted on structural drawings - Fasten rafters to non-structural ridge w/ (4)16 d toe nails or (3)16d face nails each rafter. Fasten rafters to structural ridge with sloped -seat rafter hanger or Simpson LRU hanger or Simpson L90 framing anchor each side unless otherwise noted on structural drawings. -Fasten rafters at ridge for uplift using either Option A or Option B, as follows: Option A: Apply Simpson LSTA strap across the top of the ridge. Option B: Install 2x6 ridge lock block across the rafters immediately below the ridge and fasten them to the rafters w/a minimum of six (6)1Od nails. -Unless otherwise noted roof sheathing shall be APA rated sheathing, exp. 1181'thick, 3 16 or better span rating, -See structural plans for all exterior wall, window & door header size w/%" plywood spacers unless noted. All headers in interior 2x4 bearing walls to be (2) 2x6's w/ ? plywood spacers unless noted headers shown on plan are in the walls below the framing in question. In exterior (3) 2x8 U.N.O. (up to 61 span) -Provide posting at each end of all beams and at other locations as shown on plans. See structural drawings for post sizes and locations. (2-2x min.) -Ali posts shall be continuous down from their top point to foundation or carrying (transfer) beams. Posts are typically called out at their top most point. Provide same post size below unless noted. Provide solid blocking through floors beneath all posts. -The roof shingle system applied to the sheathing must meet the wind velocity specification for the required wind velocity zone for the location of the structure (i.e.110 MPH zone). -The rafters shall be connected to the framing below using Simpson H1 rafter clips per U.N.O. Space between the rafters that are attached to the structural ridge or ledger board shall be attached to the structural ridge or ledger board using adjustable rafter hangers typically. -The sizes given for nails are common wire sizes. Box and pneumatic low carbon nails of equivalent diameter and equal or greater length to the specified common nails may be substituted. All mechanical connectors shall be installed following all manufacturers specifications for proper installation and nailing requirements. Foundations -G.C. to coordinate all dimensions, openings, and elevations with architectural drawings. - Excavate to lines and grades required to properly install the foundations on inorganic, undisturbed soil or controlled structural backfill as required by the engineer. No footing shall be placed upon frozen ground or in water. - Backfill below footings and slabs shall be made with approved granular materials placed in 61, layers. Layers shall be compacted to 95% density at optimum moisture content, as defined by ASTM D1557, Method D. -Exterior footings shall be placed on approved soil at a minimum depth of 4 feet, or as modified by the structural engineer, below the lowest adjacent ground exposed to freezing. Any adjustments of footing elevations due to field conditions must have the approval of the engineer. -Soil bearing capacity: footings must be placed on soil with a minimum bearing capacity of 3000 pounds per square foot. -Backfilling against walls or piers may only be done after walls or piers are braced to prevent movement. For wood framed residential construction, no backfilling of walls may take place until the first floor deck has been framed and sheathed, unless written approval is given by the engineer. -Provide foundation drainage, waterproofing/damp-roofing, and foundation wall insulation as indicated on the architectural drawings. -Provide metal or PVC sleeves in the foundation walls for Fewer, gas, electric, and water lines, as required. -Any site conditions requiring a deviation from these plans shall be brought to the attention of the engineer immediately. CONCRETE - Footings shall be poured on undisturbed soil. They shall be formed and have a 2 x 4 key way. -Slab on grade shall be poured over a 10 mil polyethylene vapor barrier. Precaution shall be taken to prevent puncturing the vapor barrier during pouring operations. -Install 411 PVC perforated drain pipe in crushed stone at interior perimeter of all foundation walls. Drain to daylight. -All concrete work shall be preformed in conformance with the latest edition of ACI-318, "Building Code Requirements For Reinforced Concrete". -Concrete shall achieve a minimum 28 day design strength as follows: footings, walls, interior slab -on -grade, and other concrete not otherwise specified - 3000 PSI. Exterior slabs exposed to weather - 4000 PSI. -Reinforcing steel: typical -ASTM A615, Grade 60. Field bent - ASTM A615, Grade 40. All steel reinforcing bars shall be free of mill scale and rust. All reinforcing bars below base flood elevation shall be epoxy coated or galvanized. -All wire mesh for slabs shall be ASTM A185 fabric set at the mid -depth of the slab. All reinforcing wire mesh below base flood elevation shall be epoxy coated or galvanized. -Concrete cover provided for reinforcing bars shall be as follows: Minimum cover, in. (a) Concrete cast against and permanently exposed to earth.........................................3 (b) Concrete exposed to earth or weather: No.6 through No.18 bars...................................2 No.5 bar, W31 or D31 wire, andsmaller....................................................1 (c) Concrete not exposed to weather or in contact with ground: Slabs, walls, joists: No.14 and No.18 bars..................................1 No.11 bar and smaller ......................... •............ 4 Beams, columns: Primary reinforcement, ties, stirrups, sprials.............................................. 1-% Structural Steel -Structur2l steel work shall conform to the American 1s`itj'e rf `gel Coi_`ruction: pecilicafion for Structural S'�el ',3,?�.:ilJ�ss', latest Fri;inn. Seel beams shall corforrn to AS T IA A992, with a minimum yield strength of 50 KSI. - The Contractor shall measure, verify and coordinate all dimensions. -Plate, angles, channels, and misc. fabricated hardware shall conform to ASTM A36, with a minimum yield strength of 36 KSI, rectangular steel tubing shall conform to ASTM A500, Grade B, with a minimum yield strength of 46 KSI. -All steel to steel field connections shall be made by high strength bolting with ASTM A325 bolts or welding with E70-XX electrodes. -Welding to conform with AWS D1.1, with certified welders and fabricators. -Provide bearing plates for beams seated on concrete, wood or masonry. - Steel shall be shop -painted with a modified alkyd primer unless otherwise noted. -Ail structural steel exposed to the weather shall be galvanized. -Structural steel shop drawings shall be prepared and submitted to the engineer for approval. These drawings shall show complete and accurate member layout, sizes, grade, dimensions, connections, openings, accessories and all other information necessary for complete and accurate fabrication and assembly of the members. Provide templates or locations drawings for installation of anchor bolts. -No cutting of or openings through steel will be permitted without the written approval of the engineer. NAILING SCHEDULE UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE COMWN WIRE SIZES BOX AND PNEUMATIC NAILS OF EOWALENT DIAMETER AND EOUAL OR GREATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE NOTED. JOINT DESCRIPTION NUMBER OF COMMON NAILS NUMBER OF BOX NAILS NAIL SPACING ROOF FRAMING BLOCKING TO RAFTER (TOE -MUD) (2) M (2)10d EACH pro RIM BOARD TO RAFTER (END•NAILED) (2)16d (3) 1W EACH END WALL FRAMING ' TOP PLATES AT INTERSECTIONS (FACE -NAILED) 9(4)16d (5) 16d AT JOINTS STUD TO STUD (FACE -HAILED) (2)16d (2) 16d 24' dt HEADER TO HEADER (FACE -NAILED) 16d 16d 16- do ALONG EDGES FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE4 AILED) 14) W (4) 10d PER JOIST BLOCKING TO JOIST (TOE -NAILED) (2) Bd (2)10d EACH END BLOCKING TO SILL OR TOP PLATE (TOE -NAILED) (3)16d (4)16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER (FACE -NAILED) (3)16d (4)16d EACH JOIST JOIST ON LEDGER TO BEAM (TOE•NAILED) (3) 8d (3)10d PER JOIST BAND JOIST TO JOIST (END -NAILED) (3)16d (4)15d PER JOIST BAND JOIST TO SILL OR TOP PLATE (TCE-NAILED) 12)16d (3)16d PER FOOT ROOF SHEATHING (WOOD STRUCTURAL PANELS) RAFTERS OR TRUSSES SPACED LiP TO 16' We Bd 10d 6- EDGE i 6 FIELD RAFTERS OR TRUSSES SPACED OVER 16' Ot Bd 10d 4' EDGE / 4' HELD GABLE ENDWALL RAKE OR RAKE TRUSS WITHOUT GABLE OVERHANG Bd iOd 6- EDGE 16• FIELD GABLE ENDWALL RAKE OR RAKE TRUSS WiTH STRUCTPUAL OUTLOOKERSEd 10d 6- EDGE /6' HELD GABLE ENOWALL RAKE OR RAKE TRUSS w&OOKOUT BLOCKS 8d Iod 4- EDGE 14' nELD CEILING SHEATHING GYPSUM WALLBOARD Sd COOLERS — T' EDGE 110- FIELD WALL SHEATHING WOOD STUCTURAL PANEL S - STUDS SPACED UP TO 24' ck Ed 10d 4- EDGE / 12• FIELD X• AND W FIBERBOARD PANELS Bd' — T EDGE 16' FIELD K- GYPSUM WALLBOARD 5d COOLERS — T EDGE I IC- FO D FLOOR SHEATHING (WOOD STRUCTURAL PANELS) 1' OR LESS 8d i0d 6- EDGE / 12' FIELD GREATER THAN 1• 10d 16d 6- EDGE / 6- HELD 'CORROSION REi ISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED. CHECK ISC FOR ADDITIONAL REQUIREMENTS. WALL OPENING FRAMING SCHEDULE - U.O.N. HEADER SPAN LOADBEARiNG WALL MINIMUM HEADER SIZE NON-LOADBEARING 'ALL OPENING LOCATIONNO.OF MINtVW HEADER SIZE MG STUDS NO. OF JACK STUDS :n 2-204 1.7.9 "T) 1-7.,,F1A11 l7dFftOvJJTSrQECA4•iA 1-7N FLAIL > rd %:W 01J'SiOE [O4•iEN 2 : 2 , ?^ 2-7tt r, 2.2.4 AA LCCATi M 2.204 2.24 7 7 h 10 in : • D,: fn 2-ba 10"2.2112 2-M , 2.7•5 ,�ttOCATib•4 . y 11� ..b1p r,.• VXT 9f ENG14ES D 7.7A It_ LOCA'1�74 f__J i'JATIVE LUMBER NOTES: - All 2x (actual) framing lumber to be native eastern white pine. Lumber is designed in accordance with 780 CMR 110.134 and Chapter 23 of the International Building Code 2009 w/ Massachusetts Amendments. -All framing lumber be produced by a registered Massachusetts Native Lumber producer and shall be stamped with the name and registration number of the producer in accordance with 780 CMR 110.114 and bear an approved mark indentifying the species of wood. 0 U w t- C/) � z O � � U O �C CV M 4-1 to !cc � a' �NZI-� � O M •o �C* r_ L ca p CM , 1 Q) *K1i' co v r� 1� CZ 4- cc") S d VJ UJ f� LI ; j _ O !fl z cfiD z 0 Q L1 Q Of Q uJ ,t w Z o z ,i _ _ w CD Q �' C� (Z:)T >� r ry 0 z 07 !A 0 10 m 0 V dl •—. Cn 12 ORIGINAL I M1A 07-30-18 Revision Aul;thor Dote Contract 2018-195 Project Rogers Residence s Dote July 30, 2018 w v S.. • rn Z�! 2 T4 2 S-4 so 26'-0" $4 ----------------- 1-1 4'CONCRETE SLAB ON GRADE w/ 6x6 W2.1 x W2.1 WWM MID -HEIGHT ON 7- RIGID INSULATION & VAPOR BARRIER T.O. SLAB V-0* EXISTING PITCH SLAB TO DOOR HOUSE 118* PER V-0"MINNUM . 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(2) its TOP & BOT. , ! , t• ! r , ,• r , ;' !.` { ! +! � r _ { ! ! / { v / rJ ,' +r\ \ '''r .r \. 1\J r \ \ ♦ \ +.,r 'rt ` � •`r\ .., � _ ; � f +, , j!.`,ar r,�• -,! �f �1: f�' \\.`��` \\ \,\' *'-. �`�• `'. `.ti ,, �'r�` a�� \ !\'* ` � \/\` \\;!\ \\ ! ` \t � \\ . 16 2x4 KEYWAY / • / ' ! ` , r , , i ! • ,r, �!!!� r!,/`,r/!/'!r/•r•r J �• � J,.• /s.` `+ti f ..`.•t t,\ r � \:O \' .r` :i: 4 r T ` ♦ r. / 2x4 KEYWAY \ \ \ TYPICAL FOUNDATION DETAIL @ GARAGE WALL 1• =1f� (1) EACH STUD @ STAIR OPENING FLOOR OPENING @ EXTERIOR WALL DETAIL NOT TO SCALE RIDGE BEAM ROOF RAFTERS 8" CDX SHEATHING (TYPICAL) I UJ WALL 0 INSTALL EITHER: 1.) A SIMPSON LSTA STRAP OVER THE PLYWOOD AND ACROSS THE TOP OF THE RIDGE B=.A!A OR 2.) A 2 x 6 RIDGE TIE ACROSS THE RAFTERS IMMEDIATELY BELOW THE RIDGE WITH A MINIMUM OF EIGHT (8)10D COMMON NAILS PER SIDE RIDGE DETAIL (__7 NOT TO SCALE S-4 TYPICAL FOUNDATION DETAIL @ GARAGE DOOR 1•=1f-oe HORIZONTAL 2x BLOCKING FOR NAILING THE PLYWOOD EDGES SHALL BE PROVIDED WITHIN 48" OF OUTSIDE CORNERS PLYWOOD BLOCKING DETAIL (8) H4 WHERE SHI (SEE "OPENING DET Y2" CDX SHEATHING BOTH SIDES TYPICAL GARAGE DOOR DETAIL NOT TO SCALE RAFTER CONNECTIONS DETAIL rs = 1—.0" S-4 3 S-4 (2) LSTA PER OPENING EXTEND TO TOP PLATE WHERE POSSIBLE HOLD DOWN AT TRIPLE CORNER STUDS (SEE "HOLD DOWN DETAIL"} z 0 sv w F- U) �z 00 � U U N M •ir 1 L CM 3 C-o co o �j- 4-1 co tO tr> w �_ I i ,c^ ram• : W .... Co f + ..y Q> r *--t 00 Lu Q } Q w ctf- ,.._ vJ 0 Q� +1 C/) z - 0 W <ry ;` LLI co CK W , . Q Q W o 0 �z ORIGINAL KIA 077_30-1 Revision Author date Contract Sheet 2018-195 Project Rogers Residence S-�4 Date July 30. 2018 7 1 1 I I I I I