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800 Route 6A plan
800 RT 6A, YARMOUTH MA REQUEST 3D SAPPHIRE STRUCTURE MODEL THROUGH YOUR ACCOUNT MANAGER FRONT VIEW REAR VIEW A [PAD / !PHONE ®' VIEWER DOWNLOAD 7 EWP INSTALLATION GUIDES a p w p � w Jp W p J oSwa Y o a �a aJzp �zWa '50. O w �OOww O¢m¢ J�m�p pFNWO aWfnZ Ozzwo Iz,a 2W0D0 wwz, pwm0— zi-nz W O W fA tO �Z0 p cc i u a� W N W Q L a R O Zr cc W J Z Q 2. �x 0 0 0 w c� a. -, c x � 0 I6tIdAWINd Jh 1 OF 8 `.. n BEARNG WALL :YONBBRRING'NhLL ti.. C` FLOOR TRUSS LEFT END INUIGAt IUN HD4-DRP INDICATION FWALL AREA SUMMARY OPENINGS (m WASTE) EXT. BASEMENT WALLS (1 SIDE) 0 SQ/FT LINT. BASEMENT WALLS (2 SIDES) 0 ft SQ/FT LABEL LEGEND z REFER TO STRUCTURAL DETAILS AND STRUCTURAL 1J7,2J1,ETC. -FLOOR JOIST NOTES PAGES FOR MORE INFORMATION I1GO, 200,300,400-FLOOR TRUSS 0 t �i00, 600, 700, 800, 900 -ROOF TRUSS ,pppz��I 7Jl, RJ2, ETC. - ROOF JOIST 1B1, 2B1, ETC. - FLUSH BEAM 7 I1B1-DRP, 281-DRP, ETC. - DROPPED BEAM �2B1, RB2, ETC. - ROOF BEAM �I ! H1, H2, ETC. - HANGER t yl IR1, R2, ETC. - RIM BOARD O BLK1, BLK2, ETC. - BLOCKING �I LG1, LG2, ETC. - LEDGER i PAD/ iPHONE .. P1, P2, ETC. - POST DOWN VIEWER DOWNLOAD _ -POST UP _� EWP 5. P1, CP2, ETC. -COLUMN CAP /PLATE INSTALLATION O GUIDES P1, BP2, ETC. - COLUMN BASE / PLATE IHD1-DRP, ETC. - WINDOW / DOOR HEADE w ❑ 0 w J❑ W p uj ___....__ 1 00¢ ¢�Z1 �YLoJ M¢Ow Ozwa ~• w OVO ¢ZOF ama In p W W W a J¢ LUam piU a W OZ ZOO `�Z NQ 2W0p(7 2:)ZJ rnal-z lwa ❑LU to U- wMZ waxft- IYO t: uls2l -' Om aOoG___ sn - p :4 a a . u. .; 2 a .I Z c a 2 IL a 0 t, O 2 O IJ If O W M J 2 Q W U �O W � o �h u g a I O z a� 0 2 of voweaawlwc naLL WALL AREA SUMMARY OPENINGS (0% WASTE) w -- -- -- -- I, EXT. BASEMENT WALLS (1 SIDE) 0 SO/FT I Rr BEantJd WALL .... . .._. ._- .r INT. BASEMENT WALLS (2 SIDES} I 0 It' SO/FT FLOOR TRUSS Y l.0 ='' ?; LEFT END 1:7UICAIION HD4-DRP INDICATION 3LEASE NOTE THE FOLLOWING: 1. THE I -JOISTS HAVE BEEN CUT AN 1/4" SHORTER THAN THE ACTUAL LENGTH TO ALLOW FOR PLAY 2. FLOOR ADHESIVE WILL BE PRE-APPLED TO THE I -JOIST TOP FLANGE, 3. THE PLOT ID TAG AND JOIST LENGTHS ARE INKED ON THE BOTTOM FLANGES OF THE (JOIST 4. THE LVL MATERULL HAS BEEN CUT TO THE NEAREST FOOT. REFER TO STRUCTURAL DETAILS AND STRUCTURAL NOTES PAGES FOR MORE INFORMATION 1J2 14' 0" 2x10 SPF No.2 1J3 12' 0" 2x10 SPF No.2 1J4 5' 0" 2x10 SPF No.2 IJ5 2' 0" 2x10 SPF No.2 1.16 1' 0" 2x10 SPF No.2 1 Bt 15' 0" 1-3/4" x 9-1/4" VERSA -LAM® LVL 2.1E 3100 SP 1B2 13'0" 1-314"x9-1/4"VERSA-LAM®LVL 2.1E 3100 SP lB1-DRP 25' 0" 1-3/4" x 9-112" VERSA -LAM® LVL 2.1E 3100 SP 1B3 16. 0" 2x10 SPF No.2 184 12' 0" 2x10 SPF No.2 185 5' 0" 2x10 SPF No.2 186 4' 0" 2xl0 SPF No.2 R1 12' 0" 2xl0 SPF No.2 BLK1 2' 0" 2x10 SPF No.2 BLK2 2' 0" 2x10 SPF No.2 BLK3 1' 0" 2x10 SPF No.2 BLK4 1' 0" 2x10 SPF No.2 P1 9101, LALLY COLUMN 3 1/2" P2 7' 6" LALLY COLUMN 3 112" C1 I'll 6" X 8" SPRINGFIELD PLATE FOR 3-1/2" DIA. COLUMN J1, 2,11, ETC. - FLOOR JOIST 100, 200, 300, 400 - FLOOR TRUSS y 00, 600, 700, 800, 900 -ROOF TRUSS G z J1, RJ2, ETC. - ROOF JOIST 5 1B1, 2131, ETC. - FLUSH BEAM a 1B1-DRP, 2B1-DRP, ETC. - DROPPED BEAM Bt, R132, ETC. - ROOF BEAM m� 1, H2, ETC. - HANGER 1 1, R2, ETC. - RIM BOARD A LK1, BLK2, ETC. - BLOCKING ---' ! G1, LG2, ETC. - LEDGER III !PAD / IPHONE . P1, P2, ETC. - POST DOWN VIEWER DOWNLOAD POST UP EWP �P1, CP2, ETC. - COLUMN CAP !PLATE _• INSTALLATION GUIDES ,v o.. o $P1 BP2, ETC. - COLUMN BASE / PLATE D1-DRP, ETC. - WINDOW / DOOR HEADE w p JO W w p OY J cQi�Wa Y o am�a n ' Fn �zz gpOp O 'U Of - 0OOww O¢m Plies Net Oty W QQOg0 O W O Fp3p Q W to Z i 59 OZZKO.�ZI-Q z z �XZ 1 11 OWaUZ 1 3 �D.'W wEL Z1-�z W E)- SOW 1 2 1 1 FIII IYLnInm ...._....._..... _._._. Mzo Q.O. t?.4_. 1 2 3 3 2 2 2 3 6 2 2 v 4.y 2 2 D 1 15 Z 1 31 Q 1 11 1 2 1 H 1 9 1 1 1 6j n,W �v C Z y Q f -_6 O0 2 0 I1" t W Connector Summary , Oty Manuf Product Flange Supported Mbr Fasteners Top Nails Supporting Mbr Fasteners Skew Slope 1 MiTek HD210-21FTZ Reverse - - - - " 2 MiTek JUS210-2TZ None 6- 16d HDG - 8- 16d HDG - - 1 MiTek JUS210-2TZ None 6- 16d HDG - 8. 16d HDG - - 5 MiTek JUS210-TZ None 4- 10d HDG 8- 10d HDG - a a �x o 0 w � 0 1� 0 O� O cq E-1 Z cq CIO C4 z� REVIEWED 9y TAomaa M. Gallery, F.E. at 11:53 am, Oct dt, Y012 ii ENGINEER'S SEAL APPLIES TO THE DESIGN OF ENGINEERED WOOD PRODUCTS WHICHOFMI HAVE BEEN DESIGNED FOR GRAVITY LOADS $ Y THOMAS M. ONLY AND ARE USED AS COMPONENTS IN CALLERV THE OVERALL BUILDING SYSTEM" WALL CVIL � BRACING DESIGN IS OUTSIDE OF NATIONAL AL LUMBER'S SCOPE OF DESIGN SERVICES. n1uwlNea $ OF 8 tb Ml m,M�,sr4",M eiwu, r, ®'4sMn wt. f FLOOR TRusS LEFT END INDICATION i +-FF i".DIGA1 ON N LSEAP.ING WALL 3 8 _..._ WG EEASWALL ` HD4-DRP -- WALL AREA SUMMARY OPENINGS- WASTE) EXT.1ST FLOOR WALLS (1 SIDE) 1(0704 .94 SQ/FT� WT. 1ST FLOOR WALLS (2 SIDES)7514:4T51N- _- ... EASE NOTE THE FOLLOWING: THE I -JOISTS HAVE BEEN CUT AN IW SHORTER THAN THE ACTUAL LENGTH TO ALLOW FOR F FLOOR ADHESIVE WILL BE PRE-APPLED TO THE WOIST TOP FLANGE, THE PLAT ID TAG AND JOIST LENGTHS ARE INKED ON THE BOTTOM FLANGES OF THE I -JOIST THE LVL MATERIAL AS BEEN CUT TO THE NEAREST FOOT. REFER TO STRUCTURAL DETAILS AND STRUCTURAL NOTES PAGES FOR MORE INFORMATION 2J2 12, 0" 200 SPF Not 2 8 2,13 8' 0" 200 SPF No.2 1 4 2J4 T 0' 2x10 SPF No.2 1 1 2J5 6.0. 2x10 SPF No.2 1 2 2,16 5' 0" 2xl0 SPF No'2 1 1 2J7 4' 0" 2x10 SPF No.2 1 4 2B1-DRP 20' 0" 1-3W" k 11-7/8" VERSA -LAM® LVL 2.1 E 3100 SP 2 2 2B2-DRP 19' 0" 1-3/4" x 14" VERSA-LAM(g) LVL 2.1 E 3100 SP 3 3 2131 29' 0" 1-3/4" x 24" VERSA -LAM® LVL 2.1 E 3100 SP 4 8 282 1210, 200 SPF No.2 2 2 283 8' 0" 2x10 SPF No.2 2 2 284 6' 0' 2x10 SPF No.2 2 2 285 5' 0" 2x10 SPF No.2 2 2 R1 17 0" 2x10 SPF No.2 1 12 BLK1 2' 0- 2x10 SPF No.2 1 18 SLK2 1' (" 2x10 SPF No.2 1 4 CJt 14' 0" 2x10 SPF No.2 1 28 CJ2 12' 0" 2x10 SPF No.2 1 20 LG1 IN 0" 2x10 SPF No.2 1 1 Pt 19 0" 44 OF No.2 1 1 32 "a' 8 8„ 2,a, S?f Np.2 ; G - 0 Jt, 2,11, ETC. -FLOOR JOIST 00, 200, 300, 400 - FLOOR TRUSS N 00, 600, 700, 800, 900 - ROOF TRUSS c lU1, RJ2, ETC. -ROOF JOIST � OI Bt, 2B1, ETC. - FLUSH BEAM B1-DRP, 2B1-DRP,.ETC. - DROPPED BEAM B1, RB2, ETC. - ROOF BEAM yl m 1, H2, ETC. - HANGER 1, R2, ETC. - RIM BOARD LK1, BLK2, ETC. - BLOCKING A 31, LG2, ETC, - LEDGER IPAD / IP P1, P2, ETC. -POST DOWN VIEWERER .401 DOWNLOAD POST UP EWP P1, CP2, ETC. -COLUMN CAP /PLATE INSTALLATI(GUIDES 11, BP2, ETC. - COLUMN BASE / PLATE D DI-DRP. ETC. -WINDOW /DOOR WFADEF Wo W Wall Framing PbfID Length Protluot Plies Net Qty HD1-DRP 4' 0" 1-3/4" x 9-114" VERSA-LAMO LVL 2.1E 3100 SP 3 6 HD2-DRP TO' 200 SPF No.2 3 3 HD3-DRP 6' 0" 2x10 SPF No.2 3 g HD4-DRP 4' 0' 2x10 SPF No.2 3 3 HD5-DRP T 0" 2x10 SPF No.2 2 4 HD6-DRP 3.0. 2x10 SPF N0.2 3 15 HDT-DRP 3'11 _ 10. 7/16" OSB (APA Rated Sheathing 24116 Exposure 1) 1 74 Acceesodes PkxID Length Product Plies Net Dry LP Tap Notch 350 3/4" 4x8 T&G 1 35 Connector Summary Product Flange Supported Mbr Fasteners Top Nails Supporting Mbr Fasteners Skew Slope MIT 'HID-21FTZ JUS21D-2TZ None 77'7MFrek JUS210-2TZ None 6-16d HDG - 8- t6d HDG JUS210-ZTZ None 616d HOG - 8-16d HDG JUS214TZ None - _ - JUS21D-TZ None 4. 10d HDG - 8-10d HDG JUS210-TZ None 4-10d HOG - 8-10d HDG JUS210-TZ None 4-10d HDG - 8-1Od HDG REVIEWED BY Thomas M. Cal/ery, P.E. at 11:54 am, Oct 04, 2022 ENGINEER'S SEAL APPLIES TO THE DESIGN Gi.+� OF ENGINEERED WOOD PRODUCTS WHICH HAVE BEEN DESIGNED FOR GRAVITY LOADS(wDj CALLONLY AND ARE USED AS COMPONENTS IN THE OVERALL BUILDING SYSTEM, WAIL BRACING DESIGN IS OUTSIDE OF NATIONAL LUMBER'S SCOPE OF DESIGN SERVICES. _----..- aJ J W W =m-a W I aQ �a aiz Q -YuZ� faOW V, Zino I->Q> WO a00rn ZQttIQ zrl a a wQM'20 L 3a 0-55 WO aLU Z 0z ZQV �ZH_a �NpO, 1=-0 Q�W-' �Lu Uz WI-mz Q W Z W Wt1.KC-='I QUILL SLu F J I-Q�fgm �: Ovz #, 4 OF non WALL AREA SUMMARY OPENING (0% WAS ,,/p "�aalxawRu. S TE) ' ' x - \l -- EXT.2ND FLOOR WALLS (1 SIDE) 1704 94 SO/FT - Ian c amuc wul. SQtFT_ ft INT ZND FLOOR WALLS (2 SIDES) FLOOR TRUSS Q c T #-- SQ/ET_.._------ ' LEFT ENO I`)OII:AIt()N HD4-DRP ---- « INDICATION 36' 0" Hn1_nRP HD1-DRP HD1-DRP HD1-DRP HD1-DRP 2LEASE NOTE THE FOLLOWING: 1, THE I -JOISTS HAVE BEEN CUT AN 1/4' SHORTER THAN THE ACTUAL LENGTH TO ALLOW FOR PLAY 2, FLOOR ADHESIVE WILL BE PRE-APPLED TO THE I -JOIST TOP FLANGE. 3. THE PLOT ID TAG AND JOIST LENGTHS ARE INKED ON THE BOTTOM FLANGES OF THE I -JOIST HDI-DRIP REFER TO STRUCTURAL DETAILS AND STRUCTURAL NOTES PAGES FOR MORE INFORMATION Products PlotlD Length Product Plies Net Qty 3131 20' 0" 2x10 SPF No.2 2 4 3B2 3' 0" 2x10 SPF No.2 2 4 CA 20' 0" 2x10 SPF No.2 1 24 CJ2 12' 0" 2x10 SPF No.2 1 2 CJ3 7' 0" 2x10 SPF No.2 1 2 Wall I PlotlD Length Product HD1-DRP 3' 0" 2x10 SPF No.2 HD2-DRP 6 2x4ISPF No.2 HD3-DRP Y 3' ` = o ^ 7/16 OSB (APA Rated 24/16 Exposure 1 0 1J1, 2,11, ETC. - FLOOR JOIST a 100, 200, 300, 400 - FLOOR TRUSS 600, 600, 700, 800, 900 -ROOF TRUSS o z RA, RJ2, ETC. - ROOF JOIST 1131, 2131, ETC. - FLUSH BEAM 1B1-DRP, 2B1-DRP, ETC. - DROPPED BEAM R132, ETC. - ROOF BEAM IiRB1, IH1, H2, ETC. - HANGER -- R1, R2, ETC. - RIM BOARD OI �LK1, BLK2, ETC. - BLOCKING LG1, LG2, ETC. - LEDGER , iPAD / PHONE III. P1, P2, ETC. - POST DOWN VIEWER DOWNLOAD ®_© -POST UP O EWP P1, CP2, ETC. - COLUMN CAP 1 PLATE `' ,� o-. o INSTALLATION GUIDES P1, BP2, ETC. - COLUMN BASE / PLATE w � w HD1-DRP, ETC. - WINDOW / DOOR HEADE p ¢d (L (J�Wa w wp Y amp¢ J ¢Jz0 � � Z J t,Zwa o � o 0 O w aZoI zama N-IWW Wam2p�p3p O¢d¢ o aw OZ Zwa'U �ZFQ �w0�U, OQ:ZJ na z pwv)U- O�w¢ WHgZ tOawOp waam-_' ZWO- WS JZOO) z Plies Net Qty � W 1 35 a Z o r� a � a G O Z Qucc O W 0 0 C.7 z c.7 p.t � � W oU REVIEWED By Thomas M. Callery, P.E. at ii:5d am, Oct Od, 2022 o m m ENGINEER'S SEAL APPLIES TO THE DESIGN OF ENGINEERED WOOD PRODUCTS WHICH HAVE BEEN DESIGNED FOR GRAVITY LOADS ONLY AND ARE USED AS COMPONENTS IN H `T TCALLE M cnuENvIL ».",. THE OVERALL BUILDING SYSTEM, WALL N6.33440 BRACING DESIGN IS OUTSIDE OF NATIONAL LUMBER'S SCOPE OF DESIGN SERVICES. (> �+ 5 of 8 na _- FLOOR TRUSS LEFT END INDICATION 7 RC 5 Y 1 F a IVUx.AIION �rnNaeaAlxc wau. eRxGwA66 I WALL AREA SUMMARY OPENINGS (0% WASTE) [E-T 2ND FL NT. 2ND FLOOR WALLS 2 SIDES HD4-DRP REFER TO STRUCTURAL DETAILS AND STRUCTURAL NOTES PAGES FOR MORE INFORMATION ROOF SUMMARY (0% WASTE).. FASCIA LINES (LF): 120ft HIP LINES (LF) ! 0 ft RAKE LINES(LF):---------_____.,,207.R__........_._. . __._.._. _._..-i--------..__._._..._.-. RIDGE LINES (LF): 100 ft ROOF SHEATHING (SO/FT): ; 2660It' VALLEY LINES (LF): � 89 it Products PlotlD Length Product Plies Net Q1y RB3 22' 0" 1-3/4" x 9-1/4' VERSA -LAM® LVL 2.1 E 3100 SP 2 4 R84 17' 0" 1-3/4" x 9-114" VERSA-LAMO LVL 2.1 E 3100 SP 3 6 RBS 11' 0" 1-3/4" x 9-1/4" VERSA-LAM(g) LVL 2.1 E 3100 SP 2 2 RB6 15, 0" 1-3/4" x 11-718" VERSA -LAM® LVL 2.1E 3100 SP 2 2 RB7 22' 0" 2x10 SPF No.2 2 4 RBB 12' 0" 2xl0 SPF No.2 2 4 RB9 8' 0" 2xl0 SPF No.2 2 2 RB10 6' 0' 2x10 SPF No.2 2 2 RB11 16' 0" 2x12 SPF No.2 1 2 IRS 12 10' 0" 2x12 SPF No.2 1 3 R813 8' 0" 2x12 SPF No.2 1 2 RA 24' 0" 2x10 SPF No.2 1 10 RJ2 22' 0" 2z10 SPF No.2 1 8 RJ3 20' 0" 2xl0 SPF No'2 1 32 RJ4 18' 0" 2x10 SPF No.2 1 43 RJ5 18' w 2xl0 SPF No.2 2 8 RJ6 16' 0" 2x10 SPF No.2 1 4 RJ7 14' 0" 2x10 SPF No.2 1 2 RJ8 12' 0" 2x10 SPF No.2 1 2 RJ9 10' 0" 2x10 SPF No.2 1 12 RJ10 8' 0" 2xl0 SPF No.2 1 2 RJ 11 TO" 2xl0 SPF No.2 1 13 RJ12 6' 0" 2xl0 SPF No.2 1 17 RJ13 4' 0" 2x10 SPF No.2 1 10 RJ14 TO" 2x10 SPF No.2 1 2 RJ15 2' 0" 2xl0 SPF No.2 1 5 22 Accessories PlotlD Length Product Plies Net Qty PLY 4X8X1/2 CDX WEST. (RED) 1 92 J1, 2,11, ETC. - FLOOR JOIST 00, 200, 300, 400 - FLOOR TRUSS DO, 600, 700, 800, 900 - ROOF TRUSS J1, RJ2, ETC. - ROOF JOIST B1, 2131, ETC. - FLUSH BEAM 61-DRP, 2B7-DRP, ETC. - DROPPED BE. 81, RB2, ETC. - ROOF BEAM 1, H2, ETC. - HANGER 1, R2, ETC. - RIM BOARD LK1, BLK2, ETC. - BLOCKING 31, LG2, ETC. - LEDGER P1, P2, ETC. - POST DOWN - POST UP P1, CP2, ETC. - COLUMN CAP / PLATE �1, BP2, ETC. - COLUMN BASE / PLATE D1-DRP, ETC. - WINDOW / DOOR HEAD Connector Summary Oty Manuf Product Flange Supponed Mbr Fasteners Top Nails Supporting Mbr Fasteners Skew Slope 2 MiTek JUS210-21-2 None 2 MiTek JUS210-2TZ None- 6 Simpson LRU21OZ None - _ _ _ 34"(D) 21 Simpson LRU21OZ None - - _ _ 34- (D) 8 Simpson LRU21OZ None - - - - 34"(U) 4 Simpson LRU21OZ None _ _ 45-(D) 6 Simpson LRU21OZ None - - _ - 45"(U) 5 Simpson LRU21OZ None - - - 34"(L) 45"(U). 5 Simpson LRU21OZ None - 34"(R) 45"(U)', 3 Simpson LRU21OZ None - - - 56"(L) 34"(U) 3 Simpson LRU21OZ None - - - 56"(R) 34"(U) 2 MiTek THD412 None REVIEWED By Thamas M. Callery, P.E. at 11:54�0-cl22 ENGINEER'S SEAL APPLIES TO THE DESIGN OF ENGINEERED WOOD PRODUCTS WHICHnr(rN HAVE BEEN DESIGNED FOR GRAVITY LOADSONLY AND ARE USED AS COMPONENTS IN THE OVERALL BUILDING SYSTEM. WALL a� 1PAD / iPHONAAWk VIEWER DOWNLOAD EWP •" INSTALLATIO' p GUIDES a 0 J J Lou' R' J W =mofa w V5 a Da aJza �zU,�¢OOw ~�5o M�JloZDw zamwai zJ — a •a_ oa1UJ0 I-nw0 awp0l Oz MWZaO ZQ NODO KlrzJ ❑Waz ODQ jr 0) U— aWMz WD W aa'a'J BULL r-x 0 Z 'A5 W O 2 ,2 Q N•'A 07/01/21A�n .,,. _ LUMBER'S SCOPE OF DESIGN SERVICES. 0 OF -PLY LVL CONNECTOR SCHEDULE MULTI (SCREWS ARE REQUIRED FOR 4-PLY BE AMS) vowsEanlNa•rra`t------ -- _-- NAILING PATTERN SCREWS SCREW PATTERN --- - LY NAILS _ ter( P S ;L1 Q tiNovil T3-3/8"WSWH338 24 O.C. ONE SIDE2 16d SINKER 12 O.C. STAGGEREDFI ODB 1RUSS `' Q '''12"O.C. STAGGEREDEFT END INDICAI IOM HD4-DRP 3 t6d SINKER 5"WSWHS 24" O.C. ONE SIDE INDICATION (BOTH SIDES OF BEAM) 4 6-3/4" FL634M 24" O.C. ONE SIDE ------- '-- ----- ------ ._..__- _._ ------ - --------------- ...__..._------ - --- c , Lit r„u Iwm o-sznv we xan (nest T bwWirw War 1W 1�tf, FLOOR BRACING AT END WALLS •- nwu✓# +mo 1,,/tfvE.« "a Inro _._. .__ _ uaaW eov s, & - ^ -� - rxw-rr+P cwaarr -wit" wa,. aa2) parorr rvrn .R r✓rrnr W%u a,a+1 H Sh ofhingF a ed to - faOl Blocking a6 o.c Ma+ xIXxfS W ,ta51 aw,,,O PhmJ be- - ///'''- _01 B x1n, Pat Uf B nB Pe, N I. g Bchedule 11 J Spacel ,n" iBdi 1iA1 F,P. iNAI ;tT5i Y 194 !W 9 AT 6' OL 5 (Wd) NLL5 h 6 O4 MG " BtlN 'lalido MA%MN FR4h -1 BdI NIE Y, Face �`2 I1GGtPn PMfi I /' li xarc ( i n ng0 \ ".� MNMJ# 1txrVx IOtD � / '-...1 I r / 4u � � wi awl so: wrtn TRANX'L R B d Per PWn � r J ,bC laY r7l_, R S tll0roo1/r"-IN9....._ ,�_..x MPJMN ii/:" P/.JrP: IF^C.'n Ai - 1- ed Nall o100aom - i'�' Bd hen Jl Side Id Hoe 1 it on Optn 41 i1. CL2 A^A a„ff p-Ay5 °ENrFC NhL LR P.Ay �t,py bHtttk ML G1i:fN#PG.GW forge �. 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(See no,in hedvk lq no Fn e 5ee - r, •< 1 Bsc erequ iemenl b. priver..oJs�lc I V. s .cy �, r or de e n ".•<m .1/r . <"a nee,. a eeR i o .ol , ,nv n.. eP P e, ------ FILLER BLOCK all 1— Mail Ai l.MII iYJtD ttLxR � (Yl � i• \ \\\ -/ GI r451'S �rl I1,W[ 45 k LL D` W- EiA4 rev A li,x NE5 5T1'T-IN'ER - 51DF LOADS 4metulRArEo hillk4'VNfuU rxlf£F5 10 F.4F_n*G WI:Tf;. 5SF rlY tO h`D DOo bs nci'k Teo POtYT ,1// 5,y1'QtT IvF RNef. !! b ,... �enxx �I�s ol '.i,JIN /S" I-.k15T5 A' UPM �_- SrWY`--IRH. MAC jf L.rnnnl Nn. Wtb Mu l' Ole Min"', fun1I amide Loaded boonec.+an-I5/a'Ve:, soi-m Nei e,le,.; 6' cc id 4PrM1l�J `NL5 > IFS *VL tafnk 5rA&x'R.r PAT1k.9 r t rrcaArlrxv. /s urRo+.n av 5r++fr, I5 wra w6 T rvx i 1 rurrrne-a I `II rum a Iowan+ tescwa � I zap rum ,#y A' k d Nr.. - , 4ux fu�P AEIRERS PANS Sitk.5 +l0 rZw n � I' ,all V+I p 1 P 6 1 nNrIli,ld ae xr a d e drE. e�g; near ny apart e I s tlety ', a 'ng rz r s v c, TYPICAL HE ADER EADER BEARING HE MIN. fE' aN 5 .:1_ V.^ R G ' 3 aEf! -111E A. 3.A`1 ALL SJES / Dial1. __ 2AL / if *K. %LT16ER Cf 'L ES L J- ��d DES r � zz FI a Plv membv /a' „ 6• tee: pl2t o[ o'. r w o m'"• e,.'r a e<>inz a' t0 K f51E?FD t'4 0Cf n£ `ui'Bi .r,A .- t£ME 'P ;`a5ov ( I"L mru"A. fMl P.St S ,0 "tP P,.AIE5 6( PIXK,'Lim o` nE5 o r Ill AS t t nM tUV_R a-E5 41N_5"Cp G5 t86 MAY Vk!' SIOL" II P&:+ 'A! AFTL D Ta 51FM 1 /-p.1'ii.ff ftRiCSKiLP r.E k4�r6 rwtn .._�..._ ___ i (( 5p5 GP Top ri d5 �]•�wwa. wm 5na I blur WWI 541, TO Post ro Stvtr' arks tt"a e�L aw el r srccrvxw ear anort hat T,lx:, /- %'YYX eTi nATT: . - r` 961i.cbF Str.Nl ka,'-00k 11tn7fK Sul, val It Aii To TOW S .euaz "� waits x rkaa: 5r5r aYi1�'A series Papal Filler BIOC i mg a ern AJSS 91/2• 2x6+5/8"Pywood rows each side Hal @ 10" o c , staggered & clinched AJS 10 117is' 2x8+518"Plywood 3rows each side 3-1/2"16d nails AJS-20 - _ - - --- . - ----- - ----'--- @ 10" o.c., staggered & clinched AJS-140 14, 16' 2x 10+518"Fill ood 9112' 2 - 2 x 6 mW IS each ale Hal @ t0" o.c., staggered 8 cinched AJS-25 11 7/1 2 - 2 x 8 3 rows each side 3-1/2" 16d nails - _14" - -- -- - --- --- -- @ 10" o.c., staggered &clinched 16" 2-2x10 Notes: 1) Filer block is required between AJS•s for the full length of span. 2) Leave 1/8" gap between top of filler block and bottom of top flange For top loaded conditions only. For side loaded conditions, consult the Boise Cascade Installation Guide FRONT ELFVA710H Extent of header with double portal frame (two braced wolf panels) Extmt of header witr, single partd trans lone braced wall panel) 2• is' finished width of rPen nq Te do strap for angle or double portal Pony wall Fasten tap plots to_, height header. Fester king M'n. 3" z 11 1/4' glulam header. stud to header L Steel header vrohlEnea. Mln. 7/16" �\ structefal Ton el Fae(en ahnathing to header' sheathing 1-5 Typical Portal frame mnstruct'on .9 -Header to jack -stud strop on both sid of opening opposite Side of sheathing Min. double 2x4 post (king and jack studs} id A41n. Wuble 2)(4 framing Covered with I I needed. pcnd - h. 7/16" thick wood ate tufal panel s01'ce edges shot ehenthing occur aver and be nailed to cemmon blocking t length of pond _Anchor bdis Intermittent braced wail pond hobs Aneha req,i,rW adjacent opening for single partcl Frame Method PFG - Intermittent Portal Frame at Garage Door Openings in SDC A, B and C nil �. f PPo (Bd) M 'OR .NAI,a. USiN1 ,L'15r k fe ft, 14 WY. P.M Wilts TO RATr9 Oil 1 "tllyA�.. 50M ,O` `n`Al tt W4t F0.fDnTLeN GC V SIIa W2 S I (bJ xnl5 n 6 04 LR W , D h 04 Yrlbal iff J R M:RD .0 P, r SI/ B)4R iE 4Gi N/ Oaf i I/1 (Jd)N4[ v p. unb A D 9e'e. D hl s a J e a wr 1 -- J r,ad and se,an < cads9 ,l we.-,d c mdv 1 Double BCI"Joist 58 B' Connection C \ tll/1 uos cauturldrue. Filler Block Thickness Senes - Thickness ( ) 3/4 or 7/8 Two 3/4" wood panels or 2 x see chart) 5000s 1.8� panels Filler Block -'-1/8" or two 1/2' 2 x +5/8" or 3/a" wood panel „s I8000s 1 B wood panels v V 1-1/8 two 1/2" 8500s 1 8 wood panels 2. _+ 5/8' or 3/4" wood panel Web -Filler r' "'s two v2' Nailing12 OCR ml t� �602o woodpanels 2. + 5/8' or 314' wood panel 90 2.10 - I.. 2 z _ lumber Double 2 x _ lumber Connection valid for all applications. Contact Boise EWP Engineering for specific conditions. 3" max 3" max Boise Woist can be offset up to 3" to avoid vertical plumbing. LEGEND J1, 2J1, ETC. - FLOOR JOIST 00, 200, 300, 400 - FLOOR TRUSS 00, 600, 700, 800, 900 - ROOF TRUSS :J1, RJ2, ETC. - ROOF JOIST B1, 2131, ETC. - FLUSH BEAM B1-DRP, 2131-DRP, ETC. - DROPPED BE) tB1, RB2, ETC. - ROOF BEAM It, H2, ETC. - HANGER ft, R2, ETC. - RIM BOARD ILK1, BLK2, ETC. - BLOCKING .G1, LG2, ETC. - LEDGER P1, P2, ETC. - POST DOWN - POST UP :P1, CP2, ETC. - COLUMN CAP / PLATE 3P1, BP2, ETC. - COLUMN BASE / PLATE 1D1-DRP, ETC. - WINDOW / DOOR HEAD Committed to Providing Intelligent Customer Service on Jobsites I Materials Delivered Ready to Install Precision End Trimmed I -Joists Inkjet Labeled for Placement Sl MiTek Sapphire" 3D Modeling Software " Actual .;Natiaa tgmhq^ Him --da�, - HIGH R VALUE INSULATED RIMBOARD s - RTTF It V, OA Engineered Floor Systems with Inkjet Labeling Womb,a of Precision End Trimmed I Joists, Pre Cut Holes, Pre -Applied Sub -Floor Adhesive & Insulated Rimboard i Crosssectionoflnatedals�xlwllfrttu R-11 Assembly Solid R•11 Barrier , ON HIGH -Rim Insulated Rimboard consists Helps to meet Massachusetts Stretch Energy Code N L of two 058 boards and polyurethanes One step insulates a difficult area in floor cottstrudion foam adhered to create a tightly Moots All PRO 401 for non•structurai rimboard 1110,00 Pre -Cut Utllit Holes sealed' high R-value barrier for the r Convenient pre -assembled 12 ft. lengths • 31/3" thick y Wmeter of the beltllne, , In Stock D4pthsi 91h", 11 1i9"and 14' Engineered Wood Products Division Get REAL VALUE when you use National Lumber's exclusive innovative building products - BUILD MORE PROFITABLY F I Q VIEWER DOWNLOAD 0 GUIDES H J W � Owa lL, amSa aJzo QY NJ 2<Oj (OZIDQ O O O ED NOOW ww O¢mQ OHN W 0 Q W O Z Zll �ZF'Q �ai0 'QX=tZ-< O W Lu Z - LU IY WO= �O- LU IS.ZLU 1:31 lW D((nco t,z0(n �aooa 0 U O 00 nkAWINn xl / OF FI OOR IRU5`. LEFT END INDICATION GENERAL FRAMING NOTES: wwata".lac rrAu ©I : T„ 5, eEanNc way IVUIGAI ION HD4-DRP 1. All 2x framing shown as an aid to the framer for proper insallation of roof trusses, engineered wood products, steel and any other products designed by National or Reliable Truss & Components. Builder, framer and/or proffesional on record is responsible to ensure that all 2x material is installed to conform with all applicable building codes. 2. Layouts / placement plans are provided as a guide to the installation of metal plate connected wood trusses, engineered lumber products, light gage steel trusses, structural steel and/or panelized walls used as framing components. Layouts shall be used in conjuction with structural drawings and details. Refer to structural drawings for all blocking, connections and misc. framing not showon on these documents. Structural drawings take precedence in case of discrepancies. 3. This placement diagram represents our best interpretation of the building documents and material supplier agreement with our customer. Contractor and building designer should coordinate this plan with the building documents including plumbing, electrical mechanical and fire safety. 4. Structural components have been designed at the request and specification of the customer as an individual building component in a vertical plan to be incorporated into the building design at the specification of the building designer. 5. All dimensions should be verified in field prior to component erection 6. Reliable Truss & National will not accept any back charges for repairs or modifications without notification prior to work being done and without reasonable opportunity to review the problem. Back charges must be agreed upon by all parties prior to work being done. METAL PLATE CONNECTED WOOD TRUSSES 1. Lateral Restraint (Bracing) requirements shown on individual truss designs are for the lateral support of individual truss members only. Temporary bracing to insure stability of the trusses during construction is the responsibility of the truss erector. 2. Reference "Building Component Safety Information BCSI 2006 Guide to Good Practice for Handling, Installing Restraining and Bracing of Metal Plate Connected Wood Trusses" available from the Structural Building Component Association (SBCA) www.scindustry.com and the National Design Standard for Metal Plate Connected Wood Truss Construction ANSI/TPI 1. 3. Unless contracted otherwise, Reliable Truss & Components scope of truss engineering and design is in strict accordance with Standard Design responsibilities shown in ANSI/TPI 1. 4. Carefully review individual truss designs and truss detail sheets for important additional design and installation information. 5. Do not stack construction materials on floor or roof trusses that induce loading on the trusses greater than designated loads. 6. Under no circumstances shall trusses be cut or altered in any way without prior written authorization from Reliable Truss & Components. 7. Contractor or building designer is responsible to assure that foundations are adequate to support the loads imposed by the trusses. 8. Camber is not a structural consideration. Building designer is responsible for accommodating truss deflection in the structure. 9. Dimensions shown are to face of stud/bearing and face of truss 10. Fasten truss to bearings with one USP RT7A connector each unless noted otherwise on this drawing. 11. Apply roof sheathing to supporting trusses prior to setting valley trusses u.n.o. 12. Overframing must transfer loads uniformly to supporting trusses below. Trusses have not been designed for concentrated loads. 13. Warning: Some hangers and uplift connectors cannot be properly installed after setting the trusses and/or sheathing the roof. 14. Truss to truss, truss to beam and uplift connectos shown on this placement diagram take precedence over those that may be specified on individual component designs. Connectors shown herein meet or exceed those indicated on the individual designs for the specific application, 15. Non -manufactured components may be shown on this diagram as an aid to the framer. Design responsibility is accepted only for those individual components whose sealed engineering accompanies this diagram. L/AtSCL LCIiCIVU 0 1J1, 2J1, ETC. - FLOOR JOIST i 100, 200, 300, 400 - FLOOR TRUSS 00, 600, 700, 800, 900 -ROOF TRUSS A J1, RJ2, ETC. - ROOF JOIST z 181, 281, ETC. -FLUSH BEAM 9 � DESIGN NOTES 1B1-DRP, 2B1-DRP, ETC. - DROPPED BEAM �) [01] NOTE TO FRAMER: please be aware the framing program used to generate this drawing will sometimes overlap RB1, R62, ETC. -ROOF BEAM structural member labels on top of each other. If you are unable to read and/or understand a member's label, 1, H2, ETC. - HANGER w -, please call National's engineering department at (508) 339-8020. 1, R2, ETC. - RIM BOARD a [02] The floor system on this plan was engineered with the standard design load values from the local building code LK1, BLK2, ETC. -BLOCKING `z- in effect at the time of the "submission' date shown on this document �LG1, LG2, ETC. -LEDGER ;PAD /;PHONE. !�" (or as shown within the plans). Any additional loads (i.e. Granite countertops, ceramic tile, etc...) that are not P1, P2, ETC. - POST DOWN VIEWER , '® specified within the engineering calculations or plans may require re -engineering of structural member(s) by - POST UP DOWNLOAD R ` 4 EWP INSTALLATION National Lumber's engineering department. CPI, CP2, ETC. -COLUMN CAP /PLATE ',. E7..'" [7 GUIDES [03] National will meet or exceed any structural members (i.e. joists, beams and supporting members) BP1, BP2 ETC - COLUMN BASE / PLATE designed by an outside Architect or Engineer as shown on the construction documents. HD1-DRP ETC. - WINDOW / DOOR HEADER 6-o o Y a o _..... __.._. _ F ayLw0 2, g0 a [04] Reference engineered wood products (i.e. [-joists, LVL's, rim board, versa -lam columns, etc...) manufacturer's J M OZnwz a 1-awa specifier guide and/or installation guide (provided by National Lumber at time of delivery) for additional installation a Z o Z o Z Q m LL details, tables and/or recommendations. If one is not available please call National's Engineered � ° N 0 Z) !o JF W = Tn Wood Products department at (508) 339-8020 for a copy. WDCD w `�_ �_ NNJ FZ�Q a W a'w Za' W 05 [ ] 2X FRAMING NOTE: The conventional framing represented on this layout is based on the Architect's / Engineer's 9 P Y 9 (Dawn o w o a �a p w 2 o ° zZny plans and is shown merely as a guide for the framer to locate proper installation of framing material as supplied = w 5 z ° ° Z a wa00a by National Lumber. The General Contractor / Framer are to follow all local and state building codes when framing. t-Xmw¢ a000a ENGINEERED WOOD PRODUCTS SPECIAL NOTES: 1. All 2 and 3-ply LVL beams shall be nailed together with 16d sinker nails, unless noted otherwise on this plan. see nailing schedule for additional connection info. 2. All 4-ply LVL beams shall be screwed together with USP FL634M wood screws. Pattern and spacing as noted on the plans 3. Joists may be moved up to 3" in either direction to accommodate plumbing and/or any other construction practice. 4. See foundation plan for column & footing locations. 5. All beams are to be fully supported at each end with a minimum of (3) 2x4 spf #2 or (3) 2x6 spf #2 studs unless otherwise noted within these framing plans. 6. Input joist below all non -bearing walls over 8' in length unless noted otherwise. 7. Window & door headers are shipped in 14' lengths or longer. the material list shows the actual length to nearest foot. 4x2 WOOD FLOOR TRUSS NOTES: 1. Trusses spaced at 24" O.C. unless noted otherwise. 2. Non -manufactured components may be shown on this diagram as an aid to the framer. Design responsibility is accepted only for those individual components whose sealed engineering accompanies this diagram. DESIGN LIVE LOADS NON -SLEEPING ROOMS: 40 PSF SLEEPING ROOMS:.... 40 PSF ATTICS:................... ...................... 20 PSF WALK-UP ATTICS: ....................... 30 PSF CEILINGS, EAVES, ETC.: ............ 10 PSF DECKS, BALCONIES, ETC.:........60 PSF 3. 2x6 Strongback braces are recommended or required as indicated on individual truss designs. Refer to detail sheet XX-25 for further details. 4. Trusses have been shortened 1/8" at each end to better accommodate manufacturing, material and field tolerances. ROOF SNOW LOAD:.. .................. 25 PSF CRITICAL WARNING Construction is to conform to information presented on these layouts. Any deviations from these layouts must be approved in writing by National or Reliable Truss & Components' licensed Structural Engineer prior to being implemented. Changes made without such authorization are the resposibility of the customer. It is the responsibility of the customer to engage the services of an independent Structural Engineer to validate any such changes. 0, a OF N v- 1 CONTINUOUS RIDGE VENT ASPHALT SN 1 NGLES SECOND FLOOR 1 A5. 1212 —= A6-- 2 285 I \i 852?b _ f - Rt'i.L,VJLv rUe' BUILDING AND LCNIi1G CODE WiVI'11.1- ANC E! ERROR OR OMISSIONSDO NOT RELIENIE THE APPLICANT FR `M THE RESPONSISILI OF "AS WILT" GO 1PLJANCE, uu!L F10" a FIRST FLOOR GRADI= �.� 1G,X8 O.N. DOOR OWNER $ ADDRESS: MENTO CORP Y A �A� !�h TPESE DRAWINGS ARE FOR PERMIT AND GENERAL CONSTRUCTION USE ONLY. ALL ENGINEERED LUMBER, LOADS OR CALCS ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY AND ALL STRUCTURAL AND ARCHITECTURAL ENGINEERING REQUIRED IS BY THE CONTRACTOR. ANY ERRORS OR OMISSIONS ON THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF TIE PREPARER. PREPARED BY TOM FERRONE, CS7087743, 774-254-6034 SCOPE OF WORK: NEN HOME -'4 BEDROOM, 2 1/2 ATPS, 2 CAR GARAGE, FULL HEIGHT FOUNDATI N. REQUIRED INSULATION: CEILINGS R. 4q FRON7 ELE14711 HALLS R. 21 SCALE: 3/16" = V-0" -- FLOORS R. 30 REAR 2� EL:�VA SCALE: 3/1G" = 1'-0" SQUARE FOOTAGE: 1ST FLOOR - 1, 432 FT2 2ND FLOOR - 1, 044 FT2 GARAGE - 45(o FT2 Date: 07/01/21 Revisions: Scab: AS NOTED GR 27' -0" LEF7 ELEV/470N R � GH`7 E I A 7ION 2 is I wal SCALE: 114" = 1'-0" ST FL-LOR T�IESE DRAWINGS ARE FOR PFRNIT AND GENERAL CONSTRUCTION USE ONLY. ALL ENGINEERED LUMBER, LOADS OR CALCS ARE THE RESPONSIBILITY OF THE GENERAL CONTRA, -TOR. ANY AND ALL STRUCTURAL AND ARCHITECTURAL ENGINEERING REQUIRED IS BY THE CONTRACTOR. ANY ERRORS OR OMISSIONS ON THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF THE PREPARER. PREPARED BY TON FERRONE, CS-087743, 774-254-6034 O N 11-(u Date: 07/01/21 Revisions: Scale: AS NOTED ISM FLOOR PLAN SCALE: 1/4" = V-011 Sl-1 OK E/CO DETECTOR LOC 4T E D - IN EAC1� SLEEP I N ROOI-I - - OUTSIDE OF EACH SEPARATE SLEEPING AREA IN i�AE Ii lr-IEDIATE VICINITY OF TEE BEDROO1IS. - AT THE TOP $ BOTTOM OF A STAIRNELL. - LOCATED IN TEE CENTER OF A GARAGE. ALL LUMBER SIZES SHOWN ARE RECOMMENDED. GC TO CONSULT WITH SUPPLIER PRIOR TO CONSTRUCTION. f— 12'-0" -- -- -- 12'-0" I 11w 2XIC— 16" .C. 8" 0" C G 7 Iok 14' —0" VAULTED CEILING (SEE RAFTER PLAN) STAIRWELL , TJI 16" Q.C. TJI - 16" O.C. v O U O — O — v O — I w! � — —I TJI — 16" J.C. — TJI — 16" O.C. ulua — !I— ~i TJI - 16" O.C. ul TJI - 16" O.C. U O U O U O U O cA; tn' QI Q: TJI — 16" Q.C. TJI 16" O.C. ,;; TJI — 16" O.C. �' TJI-- 16" O.C. �I " TJ! — 16" O.C. � TJI — 16 O.C. Lui IS7 FLOOIR FLOOIR -�01S;75 SCALE: 1/8" = 1'-0" I I V FLOOR FLOOR J O I fi SCALE: 1/8 = 1 -0 N D FLOOR CEILING eJO I SCALE: 1/8" = 1'-0" SOFFIT NOT TO EXCEED 8" ---- co ROOF RAKE NOT TO EXCEED 4" -- - \ ALL LUMBER SIZES SHOWN ARE RECOMMENDED. GC TO CONSULT WITH SUPPLIER PRIOR TO CONSTRUCTION. U U V U v V O O O O O O V o U 0 li 0 v 0 U 0 U 0 � w - - � I _ t- t- RI G D. RIDGE RI G D. V 0 U o v U U O o 0 0 O O O O lz SCALE: 1/8" = 1'-0" THESE DRAWINGS ARE FOR PERMIT AND GENERAL CONSTRUCTION USE. ONLY. ALL ENGINEERED LUMBER, LOADS OR CALCS ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY AND ALL STRUCTURAL AND ARCHITECTURAL ENGINEERING REQUIRED IS BY THE CONTRACTOR. ANY ERRORS OR OMISSIONS ON THESE DRANINGS ARE NOT THE RESPONSIBILITY OF THE PREPARER. PREPARED BY TOM FERRONE, CS-087743, 774-254-6034 Date: 07/01/21 Revisions: Scale: AS NOTED F7R/A�l � NG R-49 BATT INSUL. 1X3 STRAPPING @ 1(01' O.C. 2X6 STUD NALL @ 1(." O.C. 1/2" G.W.B. R-21 BATT INSULATION ALL VAULTED CEILING LOCA REQUIRING R49 INSULATION RECEIVE CLOSED CELL INSU TJI 16" O.C. SIZE TO BE DETERMINED BY SUPPLIER. RAFTERS @ 1(0" O.C. ASPHALT SHINGLES OVER 15#, OVER 5/5" EXT. GRADE PLYWOOD SHEATHING METAL DRIP EDGE CONT . VENT 1/2" SHEATHING 7'rPIGAL EAVE CONDITION SCALE: NOT TO SCALE /' /-%1. 11t" 1 h I I I /1I I 1 ' r7 I r^N' ` r- \ / r" h 1'Y SCALE, 3/16" RIDGE BOARD np BEAM r r j n1ATER AND ICE BARRIER TO BE APPLIED TO ALL NIPS, VALLEYS, RIDGES AND MIN. ONE COARSE UP =ROM EAVE. ALUMINUM DRIP EDGE. ALUMINUM GUTTER AND DOWNSPOUT. :ONT. SOFFIT VENT. R21 BATT. INSULATION. 2X6 STUD @ 16" O.C. W/R21 INSULATION, 1/2" PLYWOOD, TYVEK HOUSENRAP. VINYL SIDING. 2X10 FLOOR JOIST 1(o" O.C. 1/2" DIA ANCHOR BOLT @ �>'-0" O.C. 10" FOUNDATION. FOOTINGS TO BE MIN. 4'-0" BELON GRADE. HOLD BACK SHEATHING 1" FROM RIDGE MEMBER �YD . BOTH .SIDES �T. RIDGE �T FTERS - 16" O.C. ROGE G-OND170N SCALE: NOT TO SCALE THESE DRAWINGS ARE FOR PERMIT AND GENERAL CONSTRUCTION USE ONLY, ALL ENGINEERED LUMBER/ LOADS OR CALLS ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY AND ALL STRUCTURAL AND ARCHITECTURAL ENGINEERING REQUIRED IS BY THE CONTRACTOR. ANY ERRORS OR OMISSIONS ON THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF THE PREPARER. PREPARED BY TOM FERRONE, CS-087743, 774-254-G034 Date: 07/01/21 Revisions: Scale: AS NOTED � e R-49 BATT 1 INSUL. 1X3 STRAPPING @ 1(0" O.C. 2X6 STUD WALL @ l(o" O.G. - 1/2" G.W.B. - R-21 BATT INSULATION ALL VAULTED CEILING LOCA REQUIRING R49 INSULATION RECEIVE CLOSED CELL INSU TJI 16° O.C. SIZE TO BE DETERMINED BY SUPPLIER. RAFTERS @ 16" O.C. ASPHALT SHINGLES OVER 15#, OVER 5/8" EXT. GRADE PLYWOOD SHEATHING METAL DRIP EDGE CONT. VENT 1/2" SHEATHING 7YPIGAL EAVE GONDMON SCALE: NOT TO SCALE ('_i�!SEG70N Al SCALE: 3/1(o" = 1 `-O" RIDGE BOARS BEAM ---- SCALE: NOT TO SCALE 'ERFORATED /1ATER AND ICE BARRIER TO BE APPLIED TO ALL NIPS, VALLEYS; RIDGES AND MIN. ONE COARSE UP : ROM EAVE. ALUMINUM DRIP EDGE. ALUMINUM GUTTER AND DONNSPOUT. �ONT. SOFFIT VENT. R21 BATT. INSULATION. 2XG STUD @ 16" O.C. N/R21 INSULATION. 1/2" PLYWOOD, TYVEK NOUSENRAP. VINYL SIDING, 2X10 FLOOR JOIST 1(o" O.C. 1/2" D I A ANCHOR BOLT C� 6`-0" O.C. 10" FOUNDATION. FOOTINGS TO BE MIN. 4' -0" BELON GRADE. I I /_'"_D BACK SH EATI-ZING =ROM RIDGE MEMBER P. BOTH SIDES �T. RIDGE FTERS - 16" O.C. THESE DRAWINGS ARE FOR PERMIT AND GENERAL CONSTRUCTION USE ONLY. ALL ENGINEERED LUMBER, LOADS OR CALLS ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY AND ALL STRUCTURAL AND ARCHITECTURAL ENGINEERING REQUIRED IS BY THE CONTRACTOR. ANY ERRORS OR OMISSIONS ON THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF THE PREPARER. PREPARED BY TOM FERRONE, CS-087743, 774-254-6034 Date: 07/01/21 Revisions: Scale: AS NOTED e NS E C 7 � u,"' m U J J ol 3'-011� q'-10" 3'-4%"ol 22'-3" 3' -6" FIRST FLOOR NALL BRAG NCB PLAN SCALE :1/4"=1'-0" WALL BP,ACING SCHEDULE BRACED WALL NOTATION REQUIRED WALL AMOUNT ACTUAL WALL AMOUNT WALL BRACING METHOD BWL-A 18.24' 23.41' CS-WSP BWL-B 18.24' 25.83' CS-WSP W -C 6 8 ' .00' CS- S BWL-1 8.q3' 57.66' CS-WSP BWL-2 S.q3' 30.00' CS-WSP BRACED WALL METHOD DEFINITIONS: CS-WSP: CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANELS. FASTENING: 8d COMMON NAILS, 6" EDGE, 12" FIELD 5'-6%" 5'-10" 1WL-1 BWL-2 g AE 00 V% M O co /�' MM W W W m co oro 00 a) .� a) fn N I a)C)r C �0)OQM 0) W CD r W uj f-, = v� =3 Q O E 00 a 0 a) CN c5 CA CD cc .v a� W �' ac = Lu = a' _ -.- v va 0 0 . U _ a CD *SCAN QR CODE FOR DIGITAL FILE* Rev: Date: Description: NAME 01 1 4/3/23 1 START ZVD W O O U O Z Lu uj C Z FIRST FLOOR WALL BRACING PLAN SCALE - DRAWN by MKS CWD by MKS PROJECT No, 2023-091 SW-1 I -rill 41- Q 3 [Q SECOND FLOOR NALL BRACING PLAN SCALE :1/4"4-0" WALL BRACING SCHEDULE BRACED WALL NOTATION REQUIRED WALL AMOUNT ACTUAL WALL AMOUNT WALL BRACING METHOD BWL-A 6.27' 28.50' CS -NSF' BWL-B 6.27' 28'50 CS-WSP' BWL-1 4.94' 24.08' 1 CS-WSP BWL-2 N/A N/A BRACED WALL METHOD DEFINITIONS: CS -NSF: CONTINUOUSLY SHEATHED WOOD STRUC I URAL PANELS. FASTENING: 8d COMMON NAILS, 6" ED(.';E, 12" FIELD ca m OF Afd ;€ E L S 0 ` 1$ y W AA ggEEppqq S E /�/ O D w co �` MM w M Co CCD 00 co A, ON ()N C '5OQM-0) C O C W 0)2 ' W tm a0 co : Q to O E 00 N UN a ti CD cc Cn .v as W Q � s= >r W Y v t� C O a `-' CD cc ,K *SCAN QR CODE FOR DIGITAL FILE* Rev: Date: Description: NAME 01 1 4/3/23 1 START ZVD ■ L O 00 O z W L Lj Z SECOND FLOOR WALL BRACING PLAN SCALE- 1/4. = T-0. DRAWN by MKS CHCD by= MKS PROJECT No. 2023-091 SW-2 L_ jn z O am I- n <t z w Q NW < cn vzv LULU >W >L Lu o� z w LU V V ul � .E SEE RAFTER - STUD CONN. DETAIL ON THIS SHEET SEE FLR - FLR UPLIFT CONNECTION DETAILS n Izo �m LQ z 4 JO)w vzo o n WALL CONSTRUCTION: Lu > w EXTERIOR FINISH AS PER OWNER "- "TYVEC" BUILDING PAPER w w %" CDX PLY. SHEATHING w 2x6 STUDS @ 16" ox, rn wo Qy z I— �z o j SEE FLR - FDN UPLIFT CONNECTION DETAILS THIS SHEET 2- 16d COMMON NAILS 3- 16d COMMON NAI Ir c JI C 1 FLR - FDN UPLIFT CONN. DETAIL SHEATHING TO BE USED TO TRANSFER LOADS THRU WALL USE 2 ROWS 8d NAILS @ 3" o.c. TOP t BOTTOM EDGES 2- IGd COMMON NAILS 3- IGd COMMON NAILS SHEATHING TO BE USED TO TRANSFER LOADS THRU WALL USE 2 RODS 8d NAILS @ 3" o.c. TOP t BOTTOM EDGES 4- IGd COMMON NAILS D 1 FLR - FDN UPLIFT CONN. DETAIL EDGE NAILING TO Bl 2 ROWS 8d NAILS @ 3" o.c @ TOP t BOTTOM OF PANEL' =—=—X 0 0 _ FIELD NAILING TO B ad NAILS @ 12" o.( @ INTERIOR STUD OSB SHEATHING A WALL SECTION 1/2" = 1'-0" INTERIOR STUDS EDGE NAILING TO B * BLOCKING TO EXIST. 8d NAILS @ 3" o. @ FLOOR * CEILING FRAMING @ SIDE EDGE EDGE NAILING TO B 2 ROWS ad NAILS @ 3" o. SOLID BLOCKING @ @ TOP t BOTTOM OF PANEL ALL END WALLS @ 4'-0" O.C. 2x RAFTERS (SEE FRAMING PLAN FOR SIZE SPACING) 2x CEILING JOIST (SEE FRAMING PLAN FOR SIZE * SPACING) SHEATHING TO BE USED TO TRANSFER LOADS THRU WALL USE 2 ROWS ad NAILS @ 3" ox. TOP t BOTTOM EDGES- F 1 RAFTER -STUD CONN. DETAIL 148 SIMPSON HURRICANE TIE INSTALLED @ EVERY RAFTER W/ 5- IOd x 1%2" FASTENERS 2x4 STUD WALLS TYPICAL UNLESS OTHERWISE NOTED CONTINUOUS RIM OR BAND JOIST ad @ 6" O.C. ALONG BRACED WALL PANEL. BRACED WALL PANEL 3- 16d @ 16" O.C. ALONG BRACED WALL PANEL CONTINUOUS RIM OR BAND JOIST Iu = li-Qu G 1 BRACED WALL PANEL CONNECTION WHEN PERP TO FLR/ CLG. CONTINUOUS RIM OR. BAND JOIST ad @ 6" O.C. ALONG BRACED WALL PANEL BRACED WALL PANEL 3- 16d @ 16" O.C. ALONG BRACED WALL PANEL CONTINUOUS RIM OR END JOIST FULL -HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL 8d @ 6" O.C. ALONG BRACED WALL PANEL MALL PANEL 16" O.C. ALONG MALL PANEL n,_. %:r BLOCKING CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL 3/4" = 1' -0" ADDITIONAL FRAMING MEMBER DIRECTLY BELOW BRACED WALL PANEL ad @ 6" O.C. ALONG BRACED WALL PANEL MALL PANEL 16" O.C. ALONG GALL PANEL N��i i ivi�AL FRAMING MEMBER DIRECTLY BELOW BRACED WALL PANEL H I BRACED WALL PANEL CONNIEG-TION WHEN PARAELL TO FLR/ CLG. 3/4" = 1'-0" STRUCTURAL LOADS DESCRIPTION MSBC DESIGN LOAD BASIC WIND SPEED 5301.2 132 MPH WIND EXPOSURE 5301.2 EXPOSURE B SNOW LOAD 5301.2 30 PSF ATTICS W/ STORAGE 5301.5 30 PSF DECKS 5301.5 40 PSF EXTERIOR BALCONIES 5301.5 60 PSF ROOMS OTHER THAN5301.5 SLEEPING ROOMS 40 PSF SLEEPING ROOMS 5301.5 30 PSF ROOF LIVE LOAD 5301.6 20 PSF GENERAL NAILING SCHEDULE JOINT DESCRIPTION COMMON NUMBER OF NAI L NAIL SPACING ROOF FRAMING BLOCKING TO RAFTER (TOE -NAILED) 2- ad EACH END RIM BOARD TO RAFTER (END -NAILED) 2- 16d EACH END WALL FRAMING TOP PLATES @ INTERSECTIONS (FACE -NAILED) 4- 16d AT JOINTS STUD TO STUD (FACE -NAILED) 2- 16d 24" ox. HEADER TO HEADER (FACE -NAILED) 16d 16" ox. @ EDGES FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE -NAILED) 4- 8d PER JOIST BLOCKING TO JOIST (TOE -NAILED) 2- ad EACH END BLOCKING TO SILL OR TOP PLATE (TOE -NAILED) 3- 16d EACH BLOCK LEDGER STRIP TO BEAM/ GIRDER (FACE -NAILED) 3- 16d EACH JOIST JOIST ON LEDGER TO BEAM (TOE -NAILED) 3- ad PER JOIST BAND JOIST TO JOIST (END -NAILED) 3- 1(od PER JOIST BAND JOIST TO SILL/ TOP PLATE (TOE -NAILED) 2- 16d PER FOOT ROOF SHEATHING WOOD STRUCTURAL PANELS RAFTERS/ TRUSSES UP TO 16" ox. ad 6" EDGE/ 6" FIELD RAFTERS/ TRUSSES OVER 16" ox. 8d 4" EDGE/ 4" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W/O OVERHANG ad 6" EDGE/ 6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W/ OUTLOOKERS ad 6" EDGE/ 6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W/ LOOKOUT BLOCS 8d 4" EDGE/ 4" FIELD CEILING SHEATHING GYPSUM WALLBOARD 8d 6" EDGE/ 12" FIELD WALL SHEATHING WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24" ox. 8d 6" EDGE/ 12" FIELD 1/2" * 25/32" FIBERBOARD PANELS ad 3" EDGE/ 6" FIELD 1/2" GYPSUM WALLBOARD 5d COOLERS 7" EDGE/ 10" FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS 1" OR LESS 8d 6" EDGE/ 12" FIELD GREATER THAN 1" 10d 6" EDGE/ 6" FIELD ATTACH SHEATHING TO BAND OR RIM JOIST WITH 8D COMMON NAILS @ 3" O.C. TOP AND BOTTOM WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST OVER RAISED WOOD, FLOOR- OVERLAP OPTION ( WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) FRONT ELEVATION 13 FLR FRAME BLOCKING DETAIL ' 3/4"=1'-0" ' E ' CS-WSP BRACED WALL PANEL ELEVATION' 1i = 1'-0" ' J ' BRACED WALL PANEL COYECTION NPEN PARAELL TO FLR/ CLG.' 3/4" = 1'-0" SECTION NAIL SOLE PLATE TO JOIST PER TABLE R602.2(1) APPROVED BAND OR RIM JOIST Acl 0' E 00 0 L N (�N I N coy- 0)OQM•� c W 0) 2 ,-. W c = 00 Cu 0 N o � U N S' tl? CD 00 N v N! a _ Lu c Y o 0 0 a� *SCAN QR CODE FOR DIGITAL FILE* Rev: Date: Description: NAME 01 4/3/23 7ART ZVD W u O V _ 0 Z W W 0 2 FASTENING NOTES & CONNECTION DETAILS SCALES 1/4' =1--0- DRAWN by MKS CWD by MKS PROJECT No.: 2023-091 SW-3 PANEL ATTACHMENT TO UPPER DOUBLE TOP PLATE PANEL ATTACI-IMENT TO UPPER; DOUBLE TOP PLATE NAIL SPACING AT INTERMEDIATE TOP PLATE SEE DETAIL "H" OR "J" TOP PLATE SEE DETAIL "H" OR "J" FRAMING, 16" O.C. AEI M O L L //��,� M�y•� W CIL (1)W MWMW®W Lo ^` tJ ` co a)fn N N ® c— i m ® Q CM -� W 0) W cLu r BAND JOIST -----,_BAND JOIST—� oho Q NAILING PROVIDED IN HORIZOT L FR G N A AMIN NAILING PROVIDED IN HORIZONTAL FRAMING N MEMBER (SINGLE OR DOUBLE ROW) MEMBER (SINGLE OR DOUBLE ROW) C 00 0 Lu C.)NS� CD o � W a = uj U) ALTERNATE NAIL SPACING U PER TABLE 4-41 OR 4-4-2 a� L[—PANEL ATTACHMENT TO UPPER PANEL ATTACHMENT TO UPPER BOTTOM PLATE SEE DETAIL 'IF" OR "G" BOTTOM PLATE SEE DETAIL "F" OR "Gil SILLPLATE SILL PLATE --- FOUNDATION FOUNDATION A PANEL SPLICE OCCURING ACROSS RIM JOIST 1/2" = 1'-0" E PANEL ATTACHMENT DETAIL 1/2" = 1'-0" K PANEL SPLICE OCCURING ACROSS STUDS 1/2" I I I I I INCREASE STUD NAILING FOR UPLIFT I ( (EACH SIDE OF HORIZONTAL JOINT) I II II I II II - - - - - - - - - - - - l I I I 2x FLATWISE BLOCKING I I S ACIN I II _ _ _ PANEL EDGE I I I I PANEL EDGE *SCAN OR CODE FOR DIGITAL FILE* --TJ— I SPACING SHEATHING SPLICE ( I A PLATE SHEATHING SPLICE SINGLE ROW - - - - - - - - - - - \—PANEL SPLICE NEED NOT ii - i u PLATE, SAME - - - - - - - - - - - - OCCUR AT MID -HEIGHT OF F SHEATHING EDGES @ BOTTOM PLATE (SINGLE ROW OF FASTENING) 1 1/2 _ i -p SHOWN) THICKNESS AND FACE GRAIN ORIENTATION •------------ HORIZONTAL FRAMING AS SHEATHING I i i i i Rev: Date: Description: NAME FOR ENGINEERED RIM BOARD I SECTION A —A PRODUCT, SEE MANUFACTURER'S I I ) I I a� 4/3/23 START zvn RECOMMENDATIONS I I I I ( " " L SHEATHING SPLICE PLATE ALTERNATE DETAIL 1 1/2 = 1 -D I II II B PANEL SPLICE W/ DOUBLE ROW OF FASTENING 1/2" = 1'-0" I I I I I SPACING I I I I I PANEL EDGE --- --------I-L - ----- •I - SPAGING I ------------ G SHEATHING EDGES @ BOTTOM PLATE (DOUBLE ROW OF FASTENING; 1 1/2" = 1'-0" W - - - - - - - - - - - - PANEL SPLICE NEED NOT \ ---T T--- ---- -ram-- - - - - - - - - - - - - OCCUR AT MID -HEIGHT OF ( I SJ'ACING PANEL EDGE - HORIZONTAL FRAMING ( I I I o I FOR ENGINEERED RIM BOARD I I PRODUCT SEE MANUFACTURER'S I I I I I a J RECOMMENDATIONS II II D � I I I I C PANEL SPLICE OVER COMMON HORIZONTAL FRAMING MEMBER 1 1/2" = 1'-0" H SHEATHING EDGES @ TOP PLATE (SINGLE ROW OF FASTENING) 1 1/21' 'I 01 . I ------------ SPACING --------- ----------- FASTENERS FOR SHEAR LOAD — PATH IN FRAMING ABLVE AND I Jol SPACING I I �PANEL EDGE PLYWOOD NAILING BELOW DIAGRAM I I I I & - - - - - - - - - I I ► i BLOCKING DETAILS ------------ II II 9CgLE: 1 4' =1'-Oa I I I I DRAWN by- MKS I I I CWD by- MKS PROJECT Nm- 2023-091 " _ - " SHEATHING DES TOP PLATE DOUBLE ROW OF FASTENING 1 1/2" = 1'-C SW-4 D CONTINUOUS PANEL BETWEEN LEVELS (LOAD PATH FOR LOAD TRANSFER NOT SHOWN) 1 1/2 1 0 J SHE T G EDGES ( ) SOIL TEST PIT DATA NOT TO SCALE TEST Prr TP-1 GRD. EL, 91.5 SHGW EL. - EL. 91.1 EL. 90.2 EL 84.8 EL 79.5 NOT TO A LOAMY SAND 10YR 6/1 B LOAMY SAND 10YR 7/6 Cl FINE SAND 2.5Y 8/4 C2 MED SAND 2.5Y 8/4 144" NO GW OBSERVED REMOVABLE j� 6" MAX. COVER -, I 5" EL 90.5 16" EL. 89.4 80" EL. 84.3 TEST PIT TP-1 GRD. EL. 91.1 SHGW EL. 79.1 A LOAMY SAND 10YR 6/1 B LOAMY SAND 10YR 7/6 Cl FINE SAND 2.5Y 8/4 C2 MED SAND 2.5Y 8/4 Cl 79.1 1 1144" NO GW OBSERVED 7" HDPE RISER 5" 2`I" 4" WALLS 11 o 0 24" (N) 5" DIA. f KNOCKOUTS I. 13" TYP. } 3" BOTTOM ON LEVEL 6" MINIMUM STABLE BASE PLAN VIE 3/4" TO 1-1/2- SECi�N VIEW CRUSHED STONE NOTES: 1, PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR IN PUMPED SYSTEM. 2. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 5. CONCRETE COVER SHALL BE RAISED TO WITHIN 6 INCHES OF FINISHED GRADE. DESIGN _CALCULATIONS 4 BEDROOMS 0 110 GPD/BEDROOM = 440 GPD REQUIRED SEPTIC TANK 440 GPD X 200% = 880 GALLONS USE 1,500 GALLON SEPTIC TANK SIZE OF REQUIRED LE69HING FACILITY DESIGN PERC. RATE: <2 MIN/INCH LONG TERM APPL. RATE: 0.74 GPD/SF 440 GPD : 0.74 GPD/SF = 595 SF SIZE OF LEACHING FACILITY PROVIDED USE (3) 500 GALLON H-20 CONCRETE LEACHING CHAMBERS IN TRENCH CONFIGURATION WITH 4' STONE ON ENDS AND 4' STONE ON SIDES. BOTTOM AREA: 33.5' X 12.83' = 429.8 S.F. SIDEWALL AREA: 2 X (2 X (33.5' -+- 12.83')) .- 185.3 S.F. EFFECTIVE LEACHING AREA = 615 S.F. 615 S.F. X 0.74 GPD/S.F. = 455 GPD (INSTALLED CAPACITY) 455 GPD > 440 GPD (15 GPD RESERVE CAPACITY PROVIDED) 1,500 GALLON SEPTIC TANK (H-10 NOT TO SCALE NOTES: 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H--10 LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK f. COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. LEGEND UNSUITABLE MATERIALS (TO BE REMOVED) PERCOLATION TEST RANGE ESTIMATED �_ SEASONAL HIGH GROUNDWATER ONSITE SOIL EVALUATION DATE: SEPTEMBER 22, 2022 TEST BY: BSC GROUP, INC. WITNESSED BY: JAY GARDINER LICENSED SOIL EVALUATOR: TODD MACDONALD PERCOLATION RATE: < 2 MINS./INCH SOIL CLASS: CLASS 1 L.T.A.R.: 0.74 GPD/S.F. s� N/F MICHAEL & LWDA SULLIVAN 93 STRATFORD LANE ASSESSOR MAP 134 PARCEL 65 PROPOSED 1,500 GALLON SEPTIC TANK INV. IN = 87.75 INV. OUT = 87.50 600 GALLON DRYWELL r 2' CRUSHED STONE OR NF ROBERT F & JOAN M GRIFFIN _ (TYP.) 99 STRATFORD LANE 3-500 GALLON€ ASSESSOR MAP 134 CONCRETE CHAMBERS',8y&'08 w D' PARCEL 66 TOP CHAMBER=88,00 57 INV.=87.001 a w BTM CHAMBER=85.00` PROPOSED I. ov. WINDOW WELL Q PROPOSED Q O O DECK o Q, � rs1 r s ✓ �Ie 1c.a:.- PROPOSED �r O TP-1 ,,�v ter, INV. OUT �� C> f 4 BEDROOM x p 0 J r r1 8$ OD LUNG DWE g f PGARAGED rr r ' r> t ` "a F F E 91 67�:'� DISTRIBUTION BOX 4 {h�TE];f.SLAB 90 0r fr sl P 'z INV. IN =87.26 ' TP-2 INV. OUT=87.09 D 600 GALLON DRYWELL �1q7 do P iTilt� St"+ARSHAR . n' LANDSCAPE BED RESERVE AREA M P: 10' X 40' R BIT. �, 90 JF CONC. AS sMt-MAP 1 WILLIAM GREER 1 CANTERBURY ROAD ASSESSOR MAP 135 s PARCEL 35 ..� N/F C6 co .� N_, • tl--' _ m 600 GALLON LEACHING PIT DANIEL J & PATRICIA GALLIVAN 796 ROUTE 6A « �'' ,. W/GRATE INLET ASSESSOR MAP 134 4""X '' 2' CRUSHED STONE PARCEL 63 w r 2. ss" _ ._. F • u� 2 s BUTYLE BIT. . P .06"E CONC " 9 ,, 500f S.F ,w.. al X 79.8 PROPOSED PROPOSED WATER SERVICE GAS VICE r ROU 6A 601 WIDE BENCHMARK SET ON TOP OF, CONCRETE BOUND FOUND. Fw.. ASSUMED DATUM �y M CONCRETE° ;.BOUND RAISE INLET AND OUTLET COVERS TO WITHIN 6" OF FINISHED GRADE THE RISER SHALL BE 18" HOPE 6" MAX. CONC. COVER 1 4" _- 10'-6" a 10'--0" T l0" 4' MIN. 5'--8" - - _ 4'-7" LOCATE LIQUID DEPTH TEE UNDER OUTLET TEE 4 5'-8" _ COVER I - W/GAS BAFFLE 4" 3" PLAN VIEW 6" MINIMUM CROSS-SECTION VIEW 3/4" TO 1-1/2" CRUSHED STONE NOT TO SCALE 1-1/2" TAPER LOCUS INFORMATION CURRENT OWNER: ABDELALEEM M SHARSHAR NITROGEN SENSITIVE PATRICIA SHARSHAR ZONE: NOT IN A ZONE It TITLE REFERENCE: CERT. #65424 FEMA FLOOD ZONE DISTRICT: ZONE X, PLAN REFERENCE: LAND COURT PLAN 35454-A JULY 16, 2014 PANEL #25001CO579J ASSESSORS MAP: 134 PARCEL: 64 MINIMUM LOT SIZE: 40,000 S.F. EXISTING LOT SIZE: 17,500t S.F. ZONING DISTRICT: R-40 SETBACKS: FRONT 30' EXISTING BUILDING COVERAGE: 0f S.F. (0%) SIDE 6' REAR 20' PROPOSED BUILDING COVERAGE: 2,225f S.F. (12.7%) GENERAL NOTES 1. THIS PLAN IN ONLY INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITIES AND NEW DWELLING LOCATION. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND YARMOUTH BOARD OF HEALTH REGULATIONS. 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY. 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED, FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: 100% MUST PASS #4 SIEVE 10% MUST PASS #50 SIEVE 0-207. MUST PASS #100 SIEVE 0-57. MUST PASS #200 SIEVE 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS IN SERVICE. 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). SYSTEM PROFILE NOT TO SCALE EL.=90.67 TOP FOUNDATION EL. 90t 4" SCH. 40 PVC �L= FT. S= 0. 0. KIERAN J. HEALY NO, 48135 4" SCH. 40 PVC ' j'tl' L= 24FT. S=0.01 FIRST PIPE LENGTH/ d TO BE SET LEVEL FINISH GRADE FOR MIN. 2' 90.8-91.0 4" SCH. 40 PVC 10 EL. 88.00 ;•� ooa©aaC3C3aa =7�715 1=87.50 1=87.00 o o r a e3 C3 E C3 CM a w: 1=87.26 1=87.09 EL 85.00 LEACHING DISTRIBUTION 5.9' SEPARATION CHAMBERS SEPTIC TANK BOX I]Sf.L.Lrs EL.=79.1 MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED ESTIMATED S.H.G.W. (BOTTOM OF TEST PIT) IN THE TRENCH OVER ALL PVC PIPING 5" DIA. KNOCKOUT (TYP.) ®O OD O®Ci ®® Q® a == C7 ®CI W-6" FRONT VIEW 20" ACCESS COVER TO WITHIN 3 INCHES OF FINISH GRADE CONC. 12-36" COVER RISER . = , �`-�•� ° 2" LAYER OF 1 /8" TO -ac r O 1 /2" DOUBLE WASHED STONE ABOVE CROWN - I OF PIPE 36" 24" EFFECTIVE 0 © 0 1-1/2- DEPTH=sr: , I� 0 0 DOUBLE WASHED STONE TO CROWN OF PIPE 12'-10" SIDE VIEW NIL.LYr�i" t 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURED BY SHOREY OR APPROVED EQUAL. 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE.