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BP-75252r' ;s.. w'-•t +•U'. rh.�.q. .,_(.,t1y• r'as:a'W.. a•yri' «t-i. :.fir.`,., ;,�: •I`. •rb, �.y ri I� 1I � 1-41 � f � +u I� it 4,Vi rr. w�+ a.rs e.+ w.�. �+.+ w+ �r� •.+.ra• .rrr i.w r:� r...••• ....� nn.� w.r .r•. Y.r rr w �+� . _ rn••sctcti)xcrw�'FY1tt5+�1�'!•,� �f.7' r w. i NOTES: I • 1 -.All footings shall bear on undisturbed soil having a minimum bearing capacity of 2,000 P S F. 2 - footings shall be 4 0 ' min. below finish grade. Bottom of fo In s - ^"3 - All concrete shall have a min. compressive strenght of 3,000 P.S.I t, at 28 days of cure and shall be done in- accordance with the -- REQUIREMENTS" for reinforced concrete "BUILDING CODE and JAL OF STANDARD PRACTICE. 4 - Use fabricated Roof Trusses. Detail and calculus hirnished by truss supplier upon order. 5 - Use 5/8" plywood C D X on roof sheathing with joint clips, nailed according to 780 CMR, 8' edition. _..r....a _ 6 •���=� --- �� 6 - All framing wood shall be structural grade with 1,000 Fb min. stress. -- - 7 - All windows reference from andersen catalog. 1., 7 r. 6.' 8 -- Use Simpson Strong -Tie H2.5 with 10 Sd nails at Rafters _ ", n►a?- _ - ; - : {_ > as :,• ,, Y } i r; � :-f- KY . 7k:<� --,'tv-'mar .f 43 Y-;' -� {' c 3• .•�`S? 71� ^. y: \. 1 I . 5 t rafters and 5 to to plates -.i.. • -!'. { r .s\ `' v►-,"',tii5-:t b.. :::✓.. �rn _ _ i (P ) • i 3• 4 - - f� 7 C �• _ _jobv all dimensions �:>..Hate and verify C:11 coordinate e sh r on th e c ontracto9 ThfY = job d fEeld Conditions before start the and shall report an y iii « - •.,--•• - r discrepancies to the owner or to the designer. ` .: a = _ -� Y ---- -� :'r� , _ work shall be braced and protected b the contractor until the �_ _-- r •1- . � -' :•1 - r - - :, ._ 14 All p Y .1 • .f .{ N.i.J / iris„}�'.'.1_ r•.... - I _ ...!.� - _ -f_'YiI•R `I' q•s•PA _L -1 ^,•_ - - ��::_ :�: job is completed. - - f - 11— All work shall be done in accordance with the Massachusetts -r, ;r J_ ti'• ;M i • L 1 ;, �:,r _ :-^.r:t•ti... :... - _ t _ .r-,. • • ill • • ✓ ;.:J - "' ^:' - -_ - - - Build Code Requirements"8 .Edition 780 CMR for one and :F. g _ .1 C i„y;baT"y •;•_•cf ". :J '�..,a"` 'a. .c.=. i _ J u — pi 1 — -r3►r ._ ,J..-- • • two Family Dwelling and for the town of North Dartmouth 00 • .' _1i 1•-mot - - _r_— •% - - •ti _.t ,J• ;t- mac. - . g.. - _ r. • . - - - - - _ - _ - _ ..•t ^'r' r - TT 3 _J_ _J A: . . . . . . _.. 0 0 _F_F1 7 • 3 1 ROOF TO )'ALL CON71- ' ECT ION -tie H2.5I-Iurricane es �, of to wall Use Simpson Stong at each russ/Ro Connection with 4-8 d to Truss and 5-8 d to plates- Use for outlooker/outrigger r _1 FR g as shoxNm in sermon A -A of Figure 20 of below referenced Manual. Uplift 8� Shear requirements based upr:n Table 12 of "Wood Frame C;ons`o action Mas�uai. Guide for 110 M.P.H. Speed, Exposure `B' by the American Foist and Paper Association (American wood Council). P_oof Framing Span. 30' 1 ; Roof Framing Spacing (Trusses) = 24" o. c. m - 1 UToliift Required -. � 4'79 Lbs. � q , Lateral l?equked 264 Lbs. ; Shear Required = 116 Lbs. I T. F. C. M. CHECKLIST Per Massachusetts Checklist for Compli,m- ce (A. W. C. Guide to Wood —�- Construction in Hi Wind Areas: 110 M.P.H. Wind, Zone `B')780 C.M.R.5301.2.2.1. _ With 1 "x3" Strapping @ 16" o. c. used in the ceiling, the requirement of 2 x4 j bracing installed on ceiling (bottom cord of truss) may be eliminated. Ground Snow Load. — 30 P.S.F.. - Load = 15 P.S.F. Roof Dead Loa � Ceiling Dead Load 10 P.S.F. . Basic wind Speed ; 110 M.P.H. Exposure `B' 1 Story Design•N�ith 6:12 Pitch Roof not exceeds the 8:12 Pitch per Checklist. � a ROOF SHEATHING, NAILING SCHEDULE Nailing schedule for roof and floor sheathing, Table 2 of Wood. Frame Construction Manual Guide, 110 M.P.H. wind Zone,- Exposure `B' as published By the American Forest and Paper Association (American Wood council). ROOF SHEA.THNG: 8 d common nails or 10 d box nails @ 4"o.c. along panel edge and 4" o.c. Mn• field panel. I GABLE E1NMWALL RAKE: ' 8 d common nails or 10 d box nails @ 4" o.c. along panel edge and 4" ' o.c. in field panel, . 1 C TJ ON -A --r A �t(cz..E.Ar ?:7040le - tR rd s'144<S4 ` M1 T 1z C A Pt... Q A s�'A q 4 1 ME P 1Q.0 S A.ANK) 14OP-.714 VARTM6UTAI MA SCALE:,A�,,t��`T � APPROVED elf: DRAWN 8 Y� ' REVISEo DATE: j 0 �6; -- 2 014 1 M 1Z - A N "'O"E's IDAVI 1) VE X k&e 0ff%,Lz ­'Kx ..� �.I �S O-�2cNCC=LTUZ/�l ��A�'CC�C� � oRAy+i�a� NUMBER 36" WEST\,yGr=:Ott STR.E:I�T, ��uY���3'�O�Z�,�°��. � err Iig. V two Family Dwelling and for the town of North Dartmouth. Ire • 1 NOTES: 1 - All footings shall bear on undisturbed soil having a minimum bearing capacity of 2,000 P S F. 2 - Bottom of footings shall be 4'-0" min• below finish grade. 3 - All concrete shall have a min. compressive strenght of 3,000 P.S.I at 28 days of cure and shall be done in accordance Mth the "BUILDRNTG CODE REQUIREMENTS" for reinforced concrete and MANUAL OF STANDARD PRACTICE. 4 - Use fabricated Roof Trusses. Detail and calculus furnished by truss supplier upon order. 5 - Use 5/8" PIN -wood. C D Xon roof sheathing with joint clips, nailed according to 780 CMR. 8tedition. 6 - All framiL` ti,z, ood shall be structural grade with 1,000 Fb min. stress. 7 - All windo-;ws reference from andersen catalog. 8 — Use Simp _-on Strong -Tie 1U.5 N1, ith 10 — 8d nails at Rafters (5 to rafte-s and 5 to top plates). 9 -The con or on the job sha.Il coordinate and verify all dimensions and field co-ditions before start the job and shall report any diserepanc es to the o wne-r or to the designer. 10 - All work shaII be braced and protected by the contractor until the job is co=Ieted. I I -- All work shall be done in accordance ,%N ith the Massachusetts Building Code Requirements" 8`h.Edition 780 CMR for one and 6PO4L7 309lMFl.E5 5��..gsZ4L(.NG ON .�;OpLYk1'OOD CDX 09-r-47H/Nq W✓B/NT . "/1/1.f A .4 E C p'RP/Nra. TO 780 C 41 R B.L.DlTt0ht C1'"YP.) 113Cze E (5E4:e ,d.T t,4.0EeD) • _ , t ; irfCL. 44P f i �i ttrr .ttt� p" s6.4e rj--Lr - - -1 -r )U1, "), LEFT SIDE ELS-VATION A-LitfiWaAW q A... le ru new • S �i .1.. COAE' ON OFILINC �1-e j2`t1-0 �� �4t 0ve,e, ROOF TO WALL CONNECTION : a Use Simpson Stong file H2.5 Hurricane ties at each Truss/Roof to wall Connection with 4-8 d to Truss and 5-8 d to plates. Use for outlooker/outrigger _ Framing as shown in section A -A of Figure 20 of below referenced Manual. - _ • . — .. __ :. -•-- - - - k cry Q Uplift & Shear requirements based upon Table 12 of "Wood Frame Construction Manual Guide for 110 M.P.H. Speed, Exposure B by the American Forest and Paper Association American wood Council). % + l •''; �t - Roof Framing Span 30' ,t t ' `-ti + �- Roof Framing Spacing (Trusses) 24 o. c. max. Uplift Required = 479 Lbs.. T ., t Lateral Re ed — 264 Lbs. Shear Required = 116 Lbs. .j �► t U. F. C. M. CHECKLIST I f Ar la c. o�l�► •�1. �. Per Massachusetts Checklist for Compliance (A. W. C. Guide to Wood _, a . a a �•is , o• D 0 I •• •.�r•• a V s,• :• •o • • •- •~�ba OConstruction in High Wind Areas: 110 M.P.H. Wind, lone `B')780 C.M.R5301.2.2.1. a • C] • • ♦ ` a with 1 "x3" Strapping @ 16" o. c. used in the ceiling, the requirement of 2"x4" :•aa q A&U, Poi.*fZTYY...E'NZ VAPOR $Azz�I a.• � bracing installed on ceiling (bottom cord of truss) may be eliminated. o -: - _ •fe' - Ground Snow Load = 30 P.S.F.• ti� a' /a�' CK M5}�.R"V 45 7'0H,;5 D 4 • �i ra•b• y x 2; ST YT0�',DAW 11�SLJ '7"1 Roof Dead Load 15 P.S.F. Ceiling ?Dead Load-_10 P.S.F. 14P CO I6. IFO t114,DATIOc-A W41-L COZIt`M1) LR! MVO Basie wind Speed = 110 M.P.H. Exposure = `B' �.z•, ux t 'th 6:12 Pitch of ex �.. c 4 1= Y 1 Story Design*with P c hoof n exceeds the 8.12 Pitch per Checklist. ' • ROOF SHEATENG, NAILING SCHEDULE �. , _ , , , . : ,• Ndbg schedule for roof and floor sheathing, Table 2 of wood Frame` CTION A Construction Manual Guide, I10 M•P.H. Wind Zone; Exposure B as published 1 SG.dL 6--1 .4 By the American Forest and Paper Association (American wood council). ROOF SHEATHING: . 8 d common nails or 10 d box nails @ 4 o.e• along panel edge and 4" o.c. infield panel. i u, �� d GABLE ENDWALL RAKE: 41 M g:PY,1V0 S *.L A t4 rN o P-T IS VAV T to Q t4 T A, J 8 d common nails or 10 d box nails @ 4" o.c. along panel edge and 4"• scAt_E:,4ga`t. •P APPROVED BY: DRAWN e ; o.c. in Field panel. ' • DATE: to -.o 6- ,_ Q 14 REVISED 1 Q •• 06 o - L b .3©I-ay ' 4 �� �.� �.r� �� w� �.•• ...�...r �. �r ��_ ..�ti ��. _�. �• �� .rw �r �w� �. wry �r ...�. • I � r oNe,, -Mq L10u s FOUNDATI ON TL A Ka • i t t • I t j t t I I • � 1 � l• 1 • I j I I 1 I � 1 ` �.. �. w - w. w. r� .r. �.�r �+� �� __r �.r �w .� . ��• �r r.�' �� w.� �� �-_.. r wry �� .ter � _r �► �r •� w� �.., • .r• ��^j�y( Kam! � �f~i•��7� �•` ••..,�r�•� w�.. rrr r ..Lwj ' i.�. ���� +�` •.+err • .r r.� �r w.� S_.�.� .�� .�.+. �� �., w.� . l • 4r �• .�w i+. _� mow► w.I •.��•+.+� �r� �.�N �� �+� .f. �r �r �.. I.�r �.p �. r_r �� �►�, wr �+' w�. �.� w �r ..+.. r.� w_� �� �. � i � _ r• I F*,_Z T E VA T ..S. CA L.g !/At L 7f/ A A tr-Er C o - i 1 { i -, 47A • � i� _ ( .ice: ' �� '�•� � �~ 0//_/ .00 <f? :Qlr- 97.p< to 0 . �. -r �r01• -- w• 411110 . . 11111111011111 F0 012 PIAN 1111111P :,j,. '.ir'a. �-...•ss_ ��--�..�-� ,-��� �;�k,#' i�; ;i�� .��i�E�lillli �t� •o- t:�,,.-�'.kCs., x. • I Tr IT 47 R1 .' T w.�. �� �...w �r� �..r �� .^. ..r r..r .ram ...�. �r - - - �� .ter w� r �• �r �.1 f1 r_•.r +.� � / � � � O � � � - � 'V �� � � `/ ���� wY �' 4�"T SIDl..VION I E�,.� EAT SCALE:. APPROVED BY: DRAWN B GATE WOOF /)fg!r- 04VI FE;ZNA1*l.VFS DRAWING NUMBER Vl&WSrXE?_-r. A/9 WaV_VrO)Z D of f' t i Z' a x 41 1,;M-; ` }l .....'.Z _. :: _IPTHORizED.:A EN�`.: :��V'ERS��AU. 2.1 Owner Record: - 9 f y ' rt' N4�'(print) Contact Address Phone Number f 22 A iat or• ze d Agent: Name (print) Contact Address Phone Number =S NST.� - 3 3.1 Licensed Construction Supervisor/Specialty License: License Number: Company Name/Contractor Name: Address: Expiration i ration- Date: Signa`�*.ure: 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 Excep7iion: 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 th-el 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 er. one home in a two-year period shall of be considereda Homeowner. /if -you are applying under this section sign below: Signature: ) r. ,n � a �� T_ L 4 o R , - Worker's Compensation, insurance Affidavit must be completed and submitted with this application. Failure to provide this affid(MN.'rit will result in the denial of the issuance of the building permit. .Signed Affidavit Attached: ❑ Yes 0 No _ . .y - - _ - - t �. 1:s : t: - _ f. .r e .l. le. - i�a :c c k i _ roS:�i3. o -�- � �. T � P �o� ..3E . _ ❑ Deck,, ❑ Pool ❑ Repairs 0 Alteration 0 Chimney/Fireplace 0 Wood stove/Pe I let Stove ❑ Replacement ❑ New Construction* Cl AcceIdg. ❑ Addition ❑ Roofing/Siding window/door (Energy report required) (ShedFar7age (Energy report required) No. of windows Doors ❑ DEMOLITION (specify): Lo �. tion ofdebris removal (per MGL C4 o Sec 54 } ❑ DumP str on site 0 D u m ste r 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): ❑ Boicer (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) ❑ Nomeof the above to be provided ❑ Hot 'Water: Gas Electric Fuel Oil Other fir. - - - -T N ((�\� /T <^ a _ •c S - - Ti _ - .S - - r • sy Estimated Cost — $ to be completed by permit applicant Item ( } 1. Building 2. Electrical 3. Plumbing 4. Mechanical (HVAC) 5. Total (1 +2+3+4) t� ted he - _t�T .R - F ��:'A , -r' - : ti -`•w e K, o =:u �t r s �a e n tor �l yes �.: � uv � -- .�a gib. e- �o _ . r , (Please Print) as Owner of the subject property hereby authorize to work auth orized b this building pe rmit tapplication. matters relative agP behalf i nallrn t on mY t o ac Y Signature of Owner Date - a : _ _ oW - t EN`:c.A ION r 0N. V4- as Owner/Authorized Agent hereby declare that the statements andl information on the foregoing application are true and accurate, to the best of my knowledge and belief. Si ed under the pains and penalties of perjury. Signature of Owner/Authorized Agent Date g . OT 1� Q-7 _. i .. _ .. P- — J : x. S 0ES,_ SRtqTO Less A PPlica#ion Fee: $25.00 Remaining Balance: Total Permit Fee: $ P3 0-e Other $ Amount $ Gross Area - New Construction total sq. ft. &2 Gross Area - Alteration total sq. ft. ' • � • � ,���_ ,tea+ � �..r-' i- - � '/� •c3 Permit Iss ued t0. �. h Y � t - S I <` r a- x `c S t - bts t• -R, C .�a Y_ 3- 0 i _ - .R = •� J w 9 ). +:Y x : ON L. C - s - 361 � b low -0-0-�Ooezd- fj if .� �� � �yia y: ' •fe b .i ��'.� I ' • �. y�S � 4 � � � ?,t 'C�c. �iWE %T"E"T M t 0 = E"PAER Ivi i'm 7atiAmw Conservation Commission: D.P.W.: Fire Chief: Other: Signature: _ Signature: Signature: Signature: Brief description of work being performed,, r ED Date:L_ Date: Date: 0 f • n. J 1 y ' .2 Asses p sors Ma & Lot Number:: 1.1 Property Address: - - /'IN-J#-. ) 6 - -- Contact Person; Map Lot. Phone Number: p YEfs o 1.3 Historical District Year Built GL c40 s54 : 1.5 Sewage Disposal System: o /11.4 Water Supply (M ) ore than 25 /o ear side of building • ❑ Altering m p • al ❑401 ipal ❑ Mu ip � Hasa lication been submitted t[o the Historic Commission •te Disposal System pPrivate We11 -• r ❑ Yes ❑ No Date: r Revised 5 /13