The URL can be used to link to this page

36-036 (2) . Roo 7,01.14 By: Teresa Wong Neyhart P.E. , TNT ConsuRftig on: 07-30-2012 : 9:44:37 PM Project: 1206 Cabana Location: Roof Rafter-Northarnptan MA Summary: 1.5!Nx3.5|Nx5.0 FT(57+0.3)(d),24OC/#2 Spruce-Pine.-Fir Dry Use Section Adequate By: 4.0% Controlling Factar: Section Modu!us 1 Depth Requred 3.43 In Interor Span Deflections Dead Load: DLD'|ntehm= 0.09 IN Live Load: LLD-interior= 0.27 |N=L/281 Tota|Loac: TLD-|nte/inr= O.30 |S=U21a Eave Deflections (Positive Da8ectiona used trdooign): Dead Load: DLD-Eave= D OO IN Live Load: LLD'Ea,e= 0.00 /N-2Li12388 Total Load: TLD'Ea"e= 0.00 |N=2U8854a2D Rafter End Loads and Reactions: LOADS: RXN8: Upper Live Load: 99 P' 198 LB Upper Dead Load: 32 PLF 63 LEI Upper Total Load: 131 PLF 282 LB Lower Uve Load: 111 PLF 222 LB Lower Dead Load: 35 PLF 71 LB Lower Total Load: 147 PLF 293 LB UpuerEquiv. TributarvVV|dth: UTVVox= 3,16 FT Lower Equiv. Tributary Width: LTvveq= 3.55 FT Rafter Data: inua,i:rSps:: L= 5.67 FT BuveSpan: L'Eave= 0.83 FT Rafter Spacing: Spacinq= 24.0 IN 0.0. Rafter Pitch: RP= 6.0 : 12 sheathing Roof top ofjosts-Top of rafters fully braced. Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: �.�. L/ 130 Rafter Loads: Roo Live Load 35,0 PSF Roof Dead Load: DL= 10,0 PSF Roof Duration Factor: . Cd= 1.00 Slope Adjusted G And Loads: , �/w� Interior Span: ^ L-ad= 6.34 FT EaveSpan: 037 FT Ra�erUveLoad: wL,adi~ 56 PLF Rafter Dead Loud: - wD-adj= 18 PLF Rafter Total Load: ''�� -' ` / -- *l�a�= 74 PLF Properties For: #2 Spruce-Pine-Fir Bending Stress: � 7 /��/ / �� Fb= 875 PSI Shear Stress: ' . / ~ Fv= 135 PSI Modulus of ,.'�/ L` L`�*c�`c� �� = i,��uc �_^ E= 1400080 PSI Adjusted Modulus of ' E-Min= 51000D PS, Stress Perpendicular to Grain: _ Fo'penp= 425 PSi Adjusted Properties Fb' Fb'= 1509 PSI Adjustment Factors: Cd=1.OVCF=1.5OCr=115 Fv Fv= 135 PSI Adjustment Factors: Cd=1.0O Design Controlling Moment: M= 371 FT-LB 3.17R from left support uf span 2 (Center Span) Critical moment created by combining all dead oads and ve ioads on spari(s) 2 Controlling Shear: V= 216 LB Ata distance d from right support nfapan2(CantarGpan) Critical shear created by combining all dead loads and live loads on span(s) 2, 3 Comparisons With Required Sections: Sectiori Modulus (Moment): Sreq= 2.95 N3 S= 3.06 N3 Area (Shear): Areq= 2.40 N2 A= 5.25 25 N2 � ! k4omentof|nerUa(Da8oction): f�q= 4.58 N4 -�� `� '..i:- ti ( |= 535 N4 l�`� �� L� ,' ��c`1`6`L� cr� ��s��`�� ^ ' -J ,, iii, � J\ u�x�=` £ - ^c ` �.r � � ,�� ■ '�( ' : ".; o � � 3 � Try j= �"�� ' L 'o� = �� . '>�1+: _c` 2-,b^f/i,z,:-c/o,:c\.^fZ5^ � �� - 4 � �� ( _ � ' �ci�^ ' = �� . 5� 1 � �^ �� 'o • TNT Consulting Teresa Fong Neyhart P.E. 16 Kosior Drive Hadley. MA. 01035 July 30, 2012 Office of the Building Comn 1 Municipal Building 212 Main St Northampton, MA 01060 Attn: Mr. Louis Hasbrouck Building Con Re: iinnteto\vn Structures 12\16 Cabana Dear Mr. Hasbrouck: We have reanalyzed the 2x.4 rafter designed l;°_, Andrev, D. Leone. P.E. for Country Lane Gazebos in accordance to the Massachusetts State Bulletin Code- 8 1-11 Ed. The 2x4 rafters spaced at 24" o.c. are adequate for the 12x16 Cabana installed by Hometown Structures. There are no additional loads iniposeci on the rafiers and the ridge beam due to attachment of the cabana to the house assuming no drifting or sliding snow from the existing roof. If y01.1 have any questions, please do not hesitate to contact us. Sincerely; Teresa Wong Neyh rt, P.E. Structural Engineer , _ II& e 1 ss\ \ ( 0 ' I i! 1 1 i i , 1 , t 1 1 1 1 1 1 i t i i i i 1 , 5 1 \ ), 1 ill v \ < 1 1 / I i ..... , r •=1011.11111111.■ i ' ilet ,. I , 1 i 1 , 1 i I 1 , , 1 --....„ , 1 , 1 1 1 I , I. 1 , 1 1 1 , ! 1 1 , 1 . \ : , \ , —7 , .,--,..-...„.. 1 .7 V Nfr c:2»0 )( C \ . , (--- 0 u a \,J cp ) x ( .. ( -- ------ , , , N---- --- ) -- ,\_.{?.).( --- i .y.:,:, ■ t 1 1 r , ` t \\\\/ \,, ' . • h I t \\ , t ■ I i Andrew D.Leone, P.E. STRUCTURAL NOTES Leone Engineering 642 Coctpath Road fr294 - - Lansdale. R1 19446 GENERAL STRUCTURAL NOTES: TIMBER NOTES- hone: 267.64R2758 1. All work shall comply with the 2009 International Residential Code 1. Wood materials and construction shall be in accordance with the latest AFPA specifications. 2 The contractor is responsible for the safety of the job site and structure including 2. Wood used shall have the following properties: the design, erection and maintence of all shoring, bracing and safety barriers. a. Allowable bending stress = 1100 psi minimum. b. Allowable horizontal shear stress = 150 psi minimum_ FOUNDATION NOTES: c. Allowable compressive stress (parallel to grain) = 750 psi minimum. d. Allowable compressive stress (perpendicular to groin) _= 300 psi minimum. Soil supporting foundations shall hove a bearing capacity = 2500 psf (minimum). e. Modulus of Elasticity, 4 _ 1,200 psi minimum. 2. Foundations shall be built on acceptable material at elevations indicated. f. Moisture content = 15% max. :3. Qualified personnel shall approve all bearing material prior to construction on it. Engineered timber materials shall have the following properties: 4. Topsoil, soft soil, trash, wood, and other unacceptable material shall be removed. a. Allowable bending stress = 2800 psi minimum 5. After removing unsuitable material, the rerncln.ng material shall be proof - rolled and D. ,Allowable horizontal shear stress = 290 psi minimum compacted. 0 Allowable compressive stress parallel to grain) 2800 psi minimum. ,, 6. No footing shall be placed in water. on frozen ground or n fill. d. Allowable compressive stress (perpe to grain) = 650 psi minimum. 7. Foundation wells shall not be bockfilled until walls have cured and are _ Professional Seal properly braced by floor framing. e. Modulus of Elast city, 2,000,CCD psi minimum. 8, Acceptable fill material can be soil, 2A Modified stone, 5owable fill, or concrete. All 4. Wood trusses shall be designed, fabricated, and erected according to AFPA. TPI, fill material shall be approved by the structural engineer prior to its use and other applicable specifications. 9. Soil or stone Ell shall be placed in 8" loose lifts and compacted to a density equal to 5. The truss supplier shall provide shop dr w ings sealed by a professional engineer, for the or greater than 95% of the maximum dry density as determined by the Modified approval of the architect prior to the installation. Proctor Test, in accordance with ASTM standards- 5. The contractor must provide adequate temporary and permanent bracing for the trusses. 10. Sub floor material shall be 2A Modified or o ther approved stone, compacted until no Gracing members shall not be smaller than 2x4. further consolidation is observed (a, least three passes). An approved vapor barrier Heavy construction loads shall not be applied to the wood rafters and joists_ shell be used as indicated on the drawings. 11. Grading during construction shall be maintained to direct water away from the 8 All connectors and fasteners in pressure treated wood shall be compatible with the building location. Steps shall be token to prevent the accumulation of water_ chemicals and with each other. G185 galvanized coating, stainless steel, or plastic 12. Sinkholes shall be handled as directed by the structural engineer. composite connectors and fasteners are recommended. STRUCTURAL STEEL NOTES: 9. All connectors and fasteners shall be installed in accordance with the manufacturer's specifications. 1. Materials used shall be in accordance with the following specifications: e_ Structural steel. shapes_ (except wide- flange) and plate: ASTM A36 b. Steel wide flange shapes: ASTM 4572 or A992. Grade 50. STRUCTURAL LOADS: c. Steel pipes: ASTM 453, Grade B. 1. LIVE LOADS: d. High strength bolts: 45:4 A325. A. Roof Live /Snow Load: I. Basic ground snow [sad 30 psf e. Unfinished bolts ASTM A307. 2. Flat roof snow load, P` 3 3 - 30 psf f. Welded electrodes: ASTM 4233, Class 470 3_ Snow exposure factor, Ce - 1.0 2. Steel shell be fabricated and erected according to the latest 4IS specifications. 4. Snow load importance factor, I = 1.0 3. All structure steel connections shall be made using high -strength bolts or welds 5. Drifting end siding calculated per specific conditions of equal ex greater strength. B. Floor Lii,e Load: 4. Bolted connections shall be bearing- type connections unless noted otherwise. 1. Residential, except sleeping areas = 40 psf - Otlnr<y Lane Gazebos 9 YP 2 Sleeping areas = 30 psf 3_ At = 20 psf 191 Jahn Dtila C. Wind Load: New Holland. PA 17357 1. 3- Second Gust Wind Speed = 90 mph i Phone:'i'.3S 192511 2. Wind Importance Factor, I = 1.0 3. Exposure Category - B Fan: 31'331.9249 4. Design wind load, P = 20 =_t for main wand -force resisting system 5 Net uplift on root = 5 PS D. Seismic Locd: L Seismic Importance Factor, le = 1.0 ( 12 x 16` Cabana 2. Seismic Use Group 1 : 3. Short period spectral acceleration, 5s = 0 %g ( Street 4. second period spa tu_ol. acceleration, 51 = 9 %g City, State, lipcode 5. Site class = 0, Site coefficient, Fa - 1.56, Site coefficient, Fv = 2.4 6. Siesmic Design Category = B Township County 7. Basic Seismic - force- resisting System: Light -frame hearing wails. 8. Response Modification Factor, R = 2 9_ System Overstrength Factor, Oo = 2.5 loan: aoito lk:doirmrr 10. Defection Amplification Factor, Cd = 2 )rasing Tay Flak Pali 11 . Analysis procedure = Equivalent lateral force DE45 11)AD5; s9: Ma II. era o A. Roof dead load - 15 psf C11,0kede�; 01_,t'N B. Elevated floor dead load = 20 psf July 12, 2012 s ... 1 _ 1 Sheet 8 of 8 • Andrew D.Leone, RE. ------------,'-'-'"-------''---- Leone Engineering -'-.--,'',---,.-- / ---, wth Road 94 8 ---„ Z 842 copa I „ . 0,,, , 1..(esdale. PA 19440 Ph ono: 267 640.2'58 '-'--, '---„ ----, "---„,„, -8, t 1 1 1 i `,..„,,, , I 0 1 1 ---'_----- ------__ 1 1 1 I \, „ 1-1 /2 1 , „T--- 1 • 1 1 ,(- _ ,4 I 7 , ii i 1_1 r 1 ------...._ \ : r 1 , 1 1 [r —1..., Professicail Scal 1 1 ■ I 1 1 , "'Kt ., i- .:-: , i , ',,,,. [ 1 , ---.,, '"1- ,,,,,,, , ,,,, , •*".„ , '1-..., • Detail - A Ai Detail - C SCALE: 3” = 1 -0' VW SCALE: 3" = 1 -0' T 1 1 : . . ' ' ■ \\. : I \ T \ 1 1 Counrty Lane Gazebos 1 1 I 1 1\ \ ' \ A / 191 Jal8n Dri \ e Nen, Holland. P.8 1 I \,/ 'Hrri-----. Phone: '1" 351 9250 Fax: 1 1 // / \ .. ..-- 1 12' x 16' Cabana X --, s 'I --- '' 4 1 1 City, Slate, lipc(81c / I ‘. / i 0-: " - `7. -' Ton nship County 1 1 1 1 I , V/ \ V ' 1 I Ph. Dc : De,p. ,chproc ! DP,Pn:T■pt Floo: Pim Own tly , MAP i PriZeil :S,■' Ai , T'l gh Detail - D July 12, 2012 VIP SCA15: Ariu = 1 —0' A.7 ift Detail - B Sheet 7 of 8 Igir SCA[ 5: 3"=1-0' Andrew D.Leone, P.E. Leone Engineering 642 Coy, path Road =294 Lansdale. PA 19446 Phone: 267 640 _'$ ` / r ,a ' i"1Ali ■ \ \\ \\ Professional Sal / \ I '� v 1 /\�,/ I. I r 2,4 1 i Counrty Lane Gazebos 1I ! 191 Jalyn Bra li Ve,o Rolland, PA I?j?' !I 1 Phone :'I' 151.9250 11 I Fax: '1 1 — — -- 12' x 16' Cabana Street City_ State, Lipaide Tow nship County Ph./ De? erg De, don, Draw, Typ, FIN: Plan / - J nza By fly 1 4 . P 1 . Section - B SCALE: r —1 — o ' July 12, 2012 A-6 : Sheet 6 of 8 • . . . . . ' Andrew D.Leone, P.E. Leone Engineering 642 Colspath Rcel f ' LatlsdalQ. P.1 1946 r Ziik - ';' 'WI!". DT:A. 4 \ phlTe. 267.640,2 ir,,', ',' ,.; , . ,,., k2 i ''' ''' ''. 40 ''' ..'''. / c Sal /C' '' 1./ \ / , il \I \ TiD '') \ ..-4' ,,,,„ ,,. ....... —1 ,,.... \::..,,,,,,„,,,„„ - -- _. ' )-- ,-,,,_., , Prot'ssimo , ,-..,,-, _____, ,--- / ---.. --._1 --- -'...„,-- 'N -"'- _--V \ '---,,, .....-- ..--, \ .--- ...- l \ ---- — Ir \ ----. - .- ,, . 1 .----. '\ TT ) Ridge Detail - A 1 SCALE: 3"=1-0' i 1 ---.. t''• ;1-91, iC h., :,:r-,=•., \ 1 \ \ , . , 1 1 I --, 1 1 i ■ H .. , . . .. __., , 11 11 1 - \,._ ,, r: — f, -, / , \ , n 1 , Counrty Lane Gazebos i / . 1 191 Jal■ n Dri,e New Holland. PA 1 / s s / Phone: "I" 351.9250 1 1 / , / ,, ax:.3519299 / / / 12' x 16' Cabana Ef ...: OA. r / / / L / Streci Ala Ridge Detail - B ci,v.s... tipcodc: Township Count 0 Section - A ,, 0 A V F . 1 /2" = 1 -0' Mr S C A L E : 3' = 1-0' 1 Dolgn Do dop,n, Yknflan i h, k,: By AL July 12, 2012 A-5 Sheet 5 of 8 Andrew D.Leone, P.E. Leone Engineering 642 Cowpath Road . 1 ,insdale. PA 1944l, horn!: 267 6-10 275! ..-- ,._ _ 7 : , 1 7,1' rofessio ,..-' ,--'-'.- ----" \----' ---- __. .._ — J — , 'K A ,i, / i\ , ! - ! ! , ! ! /t ! ' H 1 I / 1 '1 1 1 I i -"-- -0 (—• 1 , , : ' • ' --jf —I I !- --\----, i i , 1 i • \. ji i 1 /I ' ,, 1 1 1 IL: H d l _1 I ___ ...._ ; ■ --J T -------- ----- - 7 T ------- - — _____„ County Lane Gazebos ! 1 1 91 Jal■n DriN e • 1 1 1 ' } New liolland. P \ __ 1.7.557 1 I H. Phone: "17.351.9250 Fax: - le .35L921 I l' 12' x 16' Cabana Su Oty. Stato, Zipeodo Township Com!, Pha), De,,pm De) plopm, m Side Elevation Drav ,Pg T)p,): RA, Pl an ilm, II By M AD Cliak,i By Al , Pr SCALE 1/2",--1-0' July 12, 2012 A-4 Sheet 4 of 8 Andrew D.Leone, P. E. Leone Engineering (42 Cov,•path Road •!•294 La.:dle. PA 1946 Phone: 20.60 275X ,..---- ----, ..----' ---- ---• ...--' i i "" --------..---- !'-'!""-2-•-_.,--."-•-, ..... !„, !!!.....------ —' _=.11 ____ •,_ ..... • -•• :7_ -...,, Professional Sol . __ _ ____ _____, •-r 1 / H I \ ■ I . • , / i 1 i 1 1 / 1 ! \ , ! ! 1 \ ! ! 1 1 , i I. • 1 1 I 1 ' 7 ... --, -- '7 - ' 1 \ I I ! 1 / 1 ! . \ , I , ••• , 1 1 j : 4 - ' i 1 [ ; 1 .• 1 •H \ I' I 1 1 . i . I 1 1 1 ! \ 1 I I / i ! • , , 1 I 1 1 , / , ; : 1 , 4- / 1 I / • I I , 1 \ • 1 , ( 1 \ I 7' I 1 t , , I J 1 L__ _i ‘ 1. 1,,,L : 1 , 1 . _, -,1 , -,- - 7 / ! Counrty Lane Gazebos . I I 1 1 1 1 . 91 Jalyn Dra e 1! 7 1 Ne.!,,, Holland, PA 17557 I 1 / I Phone. - 17351.9250 _,,,_ I , Fax:71 351.924S 1 -- 1 ,..._ I 2' x 16' Cabana Sc/nn City. State. lipeo& Township County Ph., Dentn De, dorm, Drawl, knn Fle, Plan DInn n B): MAD Mk Front Elevation VE S C A L E : 1/2 ' r 1 - 0 ' July 12, 2012 A-3 Sheet 3 of 8 Andrew D.Leone, P,E. Leone Engineering 642 Cmpath Road ? Lansdale. P4 19446 Phone 267 640 ��- — — — Professional Soul )1[ ' I rr irl A i I/ l [ )'rIs, 1 l l I / I 1 I/ 1 vI / l �i "3 I i, \ j 1 K I I l ,. is i / I; / I I \ 1 ;/ I \I / i � � 1 ` Counrty Lane Gazebos 91 Julyn Drire I ' _ : \ j V 1 i i F : 1 : 1 _ _ \ 1 , \e,: Holland, PA 1 1 � ', Phone: -1 "351.92 - -- `ax: °.351.924X - 2222- __ - - - - _-- ___- - - - - -- - - - -- r 2222._- 2222__ _._. _ 12' x 16' Cabana Street City. State. Lipcodc Ti)14 nship County Pha,: 4)m:ee DcAfflopm, Dra; 1q 1gpe: floor Plan ® Side Elevation ' `°�' "l Clwaseff S C ALE : 1/2" - ; - o' July 12, 2012 A-4 Sheet 4 ors �� A, Andrew D Leone, P.E. �� ----,.„,,, Leong Engineering �� \ A�V /— 642 cots Road 29q ,. / - - - � Linsda1 P91 146 `-\ I I Illyl . v � 1 ! 1 \ � �� T y [ . !1 1/ IF ' ? 1 1 u i I 1 Professional Seal I I 0 D De tail C Detail ® SCA1 F 1 -0' Mr 33A1 F: 3 = 1 -J' 1 I ( 1I 1 Counrty Lane Gazebos I � \ V 9I Jain Dr,, Holland, jrd. PA 1755" Phone: 351.92 50 '--. 1 A \ Fan 7 1 - ,1;1.9244 1 jai 12' x 16' Cabana r / Streo1 -� , city. Stec, / ' - - - - 1 A - , Township County 1 1 lla, IN,Ina De, clqram 1 1 Ia nB MAD / / 1 (I -fed }h a1., 1'} �� p Detail - D July 12, 201 / S CALE. 3" = 1 -0' J _ 7 Ai Detail _ Mir sCAI E: 3 " =1 -0' Sheet 7of8 Andrew D. Leone. P.E. Leone Engineering 642 Cow path Road ?291 Lansdale- PA 19946 Phone: 267646 2756 5f u / COMd.t.C7 0i, [' i41L i \\ Professional Seal u-- i ii �� , 1.D6 1 e � � 1 % 2,4T 'Ly II 2 I 1 .1-, li Counrty Lane Gazebos ti 191 lak n Drfc i li tin Holland. P.1 1755? Phone: ".?. 351025!. Fax: "L 351.9248 K l — -_ _ k 12' x 16' Cabana Street Cin: State. Lipeodi Toaiship CUR ty Pha e_ !),nn Deuloe,na Dr' ,x 19c Plo Nall Dr tr El} 'OD ® Section - B theckCdH∎ AI,N. NV scALE 1/2" =, -0' July 12, 2012 A-6 Sheet 6o18 Andrew D.Leone, P.E. Leone Engineering 642 Cowpath 12(,ad ='2 Linisclale. P A 1944b Phone: 267 640 275S SE'T 5 : i): A :-.„ \ ..„-- 40---171's , ..------ „..-----,.- ' ------- ---- ,---- ' I .,. L•F„--- .1 \ -----„,•,,,,-:,„, ---.-----,-,„..,,,,•1 Professional Seal ..A ---.. i '-'-'"-----, --- ---. 1 --- 4,.' I t \ ri 7 -1 0 Rid. e Detail - A , . / \.) I ' 3' = 1 -0' i , 1 1 \ \ ■ ■ •'--, :::', ',ICI L;L I N \ ---,,,, \ \ \ \ , 111 II \\,.- \: \ 1 III •,,,,,,„,„„. / 11 1 \ 1 1 V 1 I I • * '— i i 1 _ \ / - --._\ Counrty Lane Gazebos <"" / I 191 Jalyn Dm e 1 New Holland. P 1 1755 / - \ / / / .\,‘ I Phone: 7 I 7 351.9250 111 I 1 „/ s 1 I I 1 1 / / / ` `,/ Fax: 71 .. .. 1 5 I 920 Jr. - ---- - ----- - / / 1 1-661 . 1 12 x 16' Cabana _I &Nei AI Ridge Detail - B C'ity, State. Zipeode Township County • Section - A lar SCALE: 3"=1-0' Pic, I), p TV,:LIBB,L S C A L Fr • 1/2 = 1 0 1 AA,,, E yr: 1100, MU I3. MAD CAA By AL PE — July 12, 2012 A-5 Sheet 5 of 8 Andrew D.Leone, P.E. STRUCTURAL NOTES Leone Engineering f42 Cottpath Road 16294 IT Luisdale.PA 19446 { GENERAL STRUCTURAL NOTES: TIMBER NOTES: Phone: 262.640.2%W 1. All work shall comply with the 2009 International Residentici Cade 1. Wood materials and construction shall be in accordance with the latest AFPA specifications. 2. The contractor is responsible for the safety of the job site and structure including 2. Wood used shall hove the following properties: the design, erection and maintence of all shoring, bracing and safety barriers. a. Allowable bending stress = 1100 psi minimum. a. Allowable horizontal shear stress ve 150 psi minimum. FOUNDATION NOTES : c. Allowable compressive stress (parallel to grain) = 750 psi minimum. 1 Soil sal a rit = 2500 sf minimum d. Allowable compressive ,stress (perpendicular to groin) = 300 psi minimum. supporting foundations shall have a bearin 9 c p c, > p` t )- e. Modulus of Elasticity, n =- 1,200,000 psi minimum. e 2. Foundations shall be but on acceptable material at ie+atons indicated. f. Moisture content = 15% max. 3. Qualified personnel shall approve all bearing rr teriei prior to construction on it. 3, Engineered timber materials shalt have the following properties: C Topsoil, soft soil, trash, wood, and other unacceptable material shall be removed. a_ Allowable bending stress = 2800 psi minimum After removing unsuitable material, the remaining meter of shalt be proof - roiled end b. Allowable horizontal shear stress = 290 psi minimum compacted. 0. Allowable compressive stress parallel to grain) = 2800 psi rin in ,mum. 6. No footing shall be ploced in water, on frozen ground •. 7 on lib. d. Allowable compressive stress g) m. er endicuiar to rain = 650 si minimu .. Foundation wells shall not be bockfilled until walls hove cured rnd are properly braced by floor framing. e Modulus of Elasticity Elasticity E = 2,000,000 psi minimum - p Pmtcssiona;SaAI 8. Acceptable fill material can be soil, 2A Modified stone, flcrwaele fill, or concrete. Au 4. Wood trusses shall be designed, fabricated, and erected according to AFPA, TPI, fill material shall be approved by the structural engineer prior to its ose and other applicable specifications. 6 9. Soil or stone 611 shall be placed in 8' loose - is and com acted to a density equal to The truss supplier shall provide shop drawings sealed by a professional engineer, for the or greater than 95% of the maximum dry density as determined by the Mod fled approval of the architect prior to the installot on, Proctor Test, in accordance with ASTM standards_ 5 The contractor must provide adequate temporary and permanent bracing for the trusses. 10. Sub -floor material shall be 2A Modified or other approv d stone, compacted nil no Bracing members shall not be smatter than 2x4_ further consolidation is observed (at Least three passes ) An approved vapor barrier Nec y construction loods shall net be applied to the wood rafters and joists. shall be used as indicated on the drawings 11. Grading g during construction shall be maintained to direct water away from the 5 All connectors and fasteners in pressure treated wood shall be comoct'bie with the building location. Steps shall be token to prevent the accumulation of water chemicals and with each other. G185 galvanized coating stainless steel, or plastic 2_ Sinkholes shall be handled as directed by the structural engineer. composite connectors and fasteners are recommended. g. AP connectors and fasteners shall be installed in accordance with the monufacturer's 1 STRUCTURAL . STEEL NOTES: specifications 1. Materials LJsed shall be in accordance with the following specaicutions: a. Structural steel shapes (except wide - flange) end plate: ASTM A36 Steel wide flange shapes: ASTM A572 or A992. Grade 5L STRUCTURAL - CADS: c. Steel pipes: ASTM A53, Grade B. ENE LOADS: A Root live /Snow Load: d. High strength bolts: ASTM 6325. I. Basic ground snow load, Pg = 30 psf e Unfinished bolts: ASTM A307. 2 Flat roof snow load, Pf = 30 psf f. Welded electrodes: ASTM A233, Class 570 3. Snow exposure factor, Ce = 1.0 2. Steel shall be fabricated and erected according c. e the latest AISC specifications. 4. Snow load importance factor, I = 1.0 3. Ail structural steel connections shall be madam using high- strength bolts or welds 5 Drifting and sliding calculated per specific conditions 1 of equal or greater strength_ 9. Floor Live Load: C C 1, 4. Bolted connections shall he bearing - type connections anikess noted otherwise. 1. Res dentiol, except sleeping areas = 40 psf ounrty Lane Gazebos 2 Sleeping areas = 30 psf n 3 Attic/storage = 20 psf 191 Dtile C. Wind Load: Now flatland, PA 1755" 1. 3- Second Gust Wind Speed = 90 mph 2. Wind Importance Factor, 1 = 1.0 1 hone. �17 .3. 1.9250 J 3. Exposure Category = B Fax: 717.351.9248 4. Design wind load, P = 0 ' for main wind -force resisting system L _ 5. Net uplift on roof = 5 PSF D. Seismic Load: 1. Seismic importance Factor, le ,= 1.0 1 12 i x 16' Cabana 2 Seismic Use Group 1 3. Short period spectral acceleration, Ss = 30 %g Street 4. 1- second period spectural acceleration, 51 = 9%g City, State, Zip code 5. Site class = 0, Site coefficient, Fa = 1.56, Site coefficient, Fv = 2.4 6, Siesmic Design Category = 0 Township County 7. Basic Seismic- force- resisting System: Light -frame bearing walls. 8. Response Modification Factor, 5 = 2 9. System Overstrength Factor, Oo = 2.5 Kw, DDeftIonneti 10. Deflection Amplification Factor, Cd = Drawing T Ho,ifPlat 11. Analysis procedure = Equivalent lateral o, force II. DEAD LOADS: fin snit) MAD __ A. Roof dead food = 15 psf etnekec4y- Al„ ft B. Elevated floor dead load = 20 psf July 12, 2012 s =I 1 Sheet 8 of 8 Andrew D.Leone, P.E. Leone Engineering 642 Ca‘kpoth Road B294 I..ansdale. PA 194-R, Phone: 267.640.275 /-'- ----- ---- -'--,..._ ,---"--. ----_, ------;-% — ----- Profe,sional Seal '.,:.------ _--------==_____--_ E I / I \ ' I . E I — 7 — ! 771 \ 1 \! f• I E ,B4-- --H 1 H 1 . 1 \ 1 1 _,_; 1 . / ! E ' 1 . 11 1 , 1 . , 1 [ I . . ! E \ I ; / 1 1 ! , 1 1 V : / 1 . , [ I I \ I \ -H 1 1 1 / \ : 1 1 h , I / 1 i , / . , , / 1 1 \ 1 / 1 j / [ 1 i k ____= + 71 1 , FF 1 I i Counrty Lane Gazebos ! 1 1 , • / ! , , 1 1 / i 1 • 1 191 lal■n DrRe 1 / Nev. Holland. P \ 1 ! , 1 / [ Phone: "17 351,9250 — -- — .----BP-r-i-- ______ -- Fax/r 351.9215 I I 1 1 12' x 16' Cabana Street City. Stale. Lipcade‘ - Imnship County Ph.; DeBan De,e1orplo Dm,. Tope floor Nap • DEEB• n By 1,1BD A sk Front Elevation Che.c1,1B) AL, PIE ! V W - - - - S AL E: 1/2" = 1-0' July 12, 2012 A-3 Sheet 3 of 8 i 15' -7 ! /2° ` / t i d \ � - 2x4 RAFTERS AT 24 O.C. MAX. - TYPICAL _ \ h \��i 12 � ��jP 14 AA \ \ , N / 1 2 (2)2x4 RIDGE / 12 di / \ lti �� i \ r \ , N j - - - - - -y ;Jr 4u I - r. n T-1.1 Mass-itchnisetts - Department of Po Hit ciAletii, • 7`-it 1.; ; ,,r st,i Construction Supervisr Licierise • License: CS 98186 ANDREW KURTZ n2,5 295 BROMLEY RD HUNTINGTON, MA 01050 Expiration: 8/3'2013 Ti 201 32 • • _ _ tie:4e -67,9i—t6oe,yid / Office of Consumer Affairs and iuslness Regulation 1 0 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 159772 Type: Ltd Liability Corporation . Expiration: 5/27/2012 Tr# 296849 HOMETOWN STRUCTURES ANDREW KURTZ 627 SOUTHAMPTON RD — WESTFIELD, MA 01085 Update Address and return card. Mark reason for change. Address Renewal Employment L Lost Card DPS-CA1 Ca 50M-04 • `'` The Commonwealth of Massachusetts • Department of Industrial Accidents — Office of Investigations t 5 t F j 600 Washington Street ir,' Boston, MA 02111 www.mass.gov /dia Workers' Compensation Insurance Affidavit: Builders / Contractors /Electricians /Plumbers Applicant Information Please Print Legibly Name ( Business /Organization /Individual): Address: City /State /Zip: Phone #: Are you an employer? Check the appropriate box: Type of project (required): 1. I am a employer with 4. 1 1 I am a general contractor and I employees (full and /or part - time).* have hired the sub - contractors 6. New construction 2. I am a sole proprietor or partner- listed on the attached sheet. 7. 1 1 Remodeling ship and have no employees These sub contractors have 8. C Demolition working for me in any capacity. employees and have workers' 9. - Building addition [No workers' comp. insurance comp. insurance.t re ired.] 5. [1 We are a corporation and its 10.1 j Electrical repairs or additions 3. am a homeowner doing all work officers have exercised their 11. [ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.1 1 Roof repairs insurance required.] t c. 152, § 1(4), and we have no employees. [No workers' 13.n Other comp. insurance required.] *Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. T 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: Job Site Address: City /State /Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certif wler thepgiv.si nalties of pedury that the information provided above is true and correct. Signature � 1�, % 2. �. / Date: Phone #: 6 4 4 � ,� - 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): I. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector 6.Other Contact Person: Phone #: City of Northampton "' Massac k . lr Y`, " , DEPARTMENT OF BUILDING INSPECTIONS , a 212 Main Street • Municipal Building � f Northampton, MA 01060 frj ,,--, ',, INS PECTOR Louis Hasbrouck Chuck Miller Building Commissioner Assistant Commissioner HOME OWNER EXEMPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his/her construction supervisor. The state defines "Homeowner" as, " Person(s) who owns a parcel on which he /she resides or intends 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 home owner." The building department for the City of Northampton wants any person(s) who seek to use the home owner exemption, to act as their own construction supervisor, to be aware that by doing so you become responsible for compliance with state building codes and regulations. The inspection process requires that the building department be called to inspect work at various stages, which include foundation /footings (before backfill), sonotube holes (before pour), a rough building inspection (before work is concealed), insulation inspection (if required) and a final building inspection. The building department requires these inspections before the work is concealed, failure to secure these inspections can result in failure to obtain a certificate of occupancy until the work can be inspected. If the homeowner hires other trades to perform work (electrical, plumbing & gas) the homeowner will be responsible to make sure that the trades hired secure their proper permits in conjunction to the building permit issued, and that they get their required inspections. Failure of the individual trades to secure the permits and inspections as required can DELAY the project until such time as the proper permits and inspections are made I, , - j &t., z) �% j n �; — understand the above. (Home owner /resident's signature requesting exemption) I will call to schedule all required building inspections necessary for the building permit issued to me. Date r - /:1-- Address of work location --," z- c =_ir %. i /<`' 7 -7/.-: / .2"3,44-1-- -- - / 27 C / p 6 L ____- - . SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder : License Number Address Expiration Date Signature Telephone 9. Registered Home Improvement Contractor: Not Applicable ❑ Company Name Registration Number Address . Expiration Date Telephone SECTION 10- WORKERS' COMPENSATION INSURANCE AFFIDAVIT (M.G.L. c. 152, § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit wit result in the denial of the issuance of the buildin permit. Signed Affidavit Attached Yes l� No ❑ 11. Home Owner Exemption The current exemption for "homeowners" was extended to include Owner - occupied Dwellings of one (1) or two(2) families and to allow such homeowner to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. CMR 780, Sixth Edition Section 1083.5.1. Definition of Homeowner: Person (s) who own 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. Such "homeowner" shall submit to the Building Official, on a form acceptable to the Building Official, that he /she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152 (Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death) of the Massachusetts General Laws Annotated, you may be liable for person(s) you hire to perform work for you under this permit. The undersigned "homeowner" certifies and assumes responsibility for compliance with the State Building Code, City of Northampton Ordinances, State Local Zoning Laws andState_f Massachusetts General Laws Annotated. Homeowner Signature l sa ( SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable) New House n Addition { Replacement Windows Alteration(s) I I Roofing Or Doors D Accessory Bldg. ❑ Demolition ❑ New Signs [p] Decks [0 Siding [CI] Other [D] Brief Description of Proposed Work: /.2 X /G , 1 w.r ; z ; 1 3 , 1 c e- ?IS -• Gr/ v_ ° i e / sr.,Nc " ,..zC ( Alteration of existing bedroom Yes k No Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll - Sheet 6a. If New house and or addition to existing housing, complete the following: a. Use of building : One Family X Two Family Other b. Number of rooms in each family unit: .5 Number of Bathrooms _4 c. is there a garage attached? C S d. Proposed Square footage of new construction. / 9e— Dimensions /_ X/4 e. Number of stories? i f. Method of heating? Nil Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction 4 rib l'k'• 1 i. Is construction within 100 ft. of wetlands? Yes k No. Is construction within 100 yr. floodplain Yes V No j. Depth of basement or cellar floor below finished grade Ali) ^vim k. Will building conform to the Building and Zoning regulations? )( Yes No . I. Septic Tank City Sewer , i, Private well City water Supply X SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I , n r>cz - =',) i '. ' % t- moil' , as Owner of the subject property hereby authorize s ? -'lr 7 -ST: ' , 7z:i...' to act o my behalf, 'in all matters relative to work authorized by this building permit application. • ` Signature of Owner ° Date I, , 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. emu.:, -41- i) $ 4 2 43i' Print Name.f :; Signature of Owner /Agent -`" " Date Section 4. ZONING A Information Must Be Comp(eted. Permit Can Be Denied Due To Incomplete ~ . Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size /��--� � -- - - - - - � �----- --'- ---� �� Frontage -- � ----�---------- --^ --------- Setbacks �o .---� — —` _- Side �`___J TL—_�-- L: R: ' ____ ____ Rear ____` ---- ---- Building Height - ----- - Bldg. Square Footage - - --- �� --- ----- ---. Open Space Footage _ % _ g &navv � � ---- parking) r-- �-- �-� #of Parking Spaces - '-- -- Fill: '-'-'----- -----/---- ' - - -�---- ------- �--------- (volume m Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? 0 0 NO \~/ DON'T KNOYY ��! YES \`� IF YES date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO ( ) DON'T KNOW YES ___--__ IF YES: enter Book Page and/or Document ft - D. Does the site contain a brook, body of water or wettands? NO AIPA DON'T KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained y Obtained /-~� Date �----�-- \~� \.�/ , ' ______________� �� C. Do any signs exist on the property? YES \� NO �]y IF YES, describe size, type and location: �_____ ��.�� D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO ® F --- ------- --------------------------------- IF YES, describe size, type and location: -�� E. Wil! the constructiori activity disturb (clearing, grading, excavation, m filling) over 1 acre orisb part ofa common plan that will disturb over 1acre? YES [ > NO (�� IF YES, then a Northampton Storm Water Management Permit from the DPW is required. , t C. Department use only Ci of Northampton Status of Permit: jUL 1' 2012 Bu ding Department Curb Cut/Driveway. Permit 41 212 Main Street Sewer/Septic Availability �,o� Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans phone 413 587 - 1240 Fax 413 587 - 1272 Piot/Site Piens Other Specify APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 - SITE INFORMATION 1.1 Property Address: This section to be completed by office A rlr/ ',7��= 77-'/2 Map Lot Unit k-='/F.4 r f e i „ Zone Overlay District Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: Name print) Current Mailing Address: i c 4 - > ,j z, at - c ozcr - Telephone Signature 2.2 Authorized Agent: Name (Print) Current Mailing Address: Signature Telephone SECTION 3 - 'ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building > (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of Construction from (6) 3. Plumbing N Building Permit Fee 4. Mechanical (HVAC) • 5. Fire Protection � 51 Y X 6. Total = (1 + 2 + 3 + 4 + 5) �i Check Number This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner /Inspector of Buildings Date File # BP- 2013 -0051 APPLICANT /CONTACT PERSON BERUBE CYNTHIA L & EDWARD A ADDRESS/PHONE FLORENCE (413) 584 -0209 O PROPERTY LOCATION 5 WINCHESTER TER MAP 36 PARCEL 036 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid �/eo Tvpeof Construction: CONSTRUCT 12 X 16 CABANA ON EXISTING DECK New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO TION PRESENTED: Approved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND /OR Special Permit With Site Plan Major Project: Site Plan AND /OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received & Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning & Development for more information. 5 WINCHESTER TER BP- 2013 -0051 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 36 - 036 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: Deck BUILDING PERMIT Permit # BP- 2013 -0051 Project # JS- 2013- 000074 Est. Cost: $28000.00 Fee: $168.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: Homeowner as Contractor Lot Size(sq. ft.): 11020.68 Owner: BERUBE CYNTHIA L & EDWARD A Zoning: Applicant: BERUBE CYNTHIA L & EDWARD A AT: 5 WINCHESTER TER Applicant Address: Phone: Insurance: (413) 584 -0209 () FLORENCEMA01062 ISSUED ON: 7/31/2012 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT 12 X 16 CABANA ON EXISTING DECK POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace /Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 7/31/2012 0:00:00 $168.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner