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HomeMy WebLinkAbout0525 SOUTH STREET (6) i PROJECT EEC.S � 11 p NAME: ADDRESS: PEMM# PERAUT DATE:. )C D3 1 bDCQ nvP: LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on:. g IS BY: q/wpfiles/forms/archive � C2 C7 � Job Truss I Oty P!y PACHECO BLDG.-ROOF TRUSS i 30288R 1500 KINGPOST —' �4 1, .I Job Reference(oPti- Reliable Truss$Components,Inc..New Bedford,MA,02746,Mark.Pasquill 6.200 s Jan 10 2005 MIT ek Industries,Inc. Thu Jan 12 18:34:13 2 6 Paoe i 1 j— -- 6-8-0- ----r— —- -- 13-" — j "_0 64-0 4x4= Scale=1:212j 4 j - I I I I i 8.00112 3 ( - t I Ti (` 6 h, T I 1 5T I j 5r1 3xfi i! I I 3x6 II T i i 1 l I I i r-_- - - t4 F—�O -- ---- — 1341.0 I I 0-8-0 12-6-0 i LOADING OA 25.0 SPACING 2-0-0 i CSI DEFL in (loc) Ildetl Ud ( PLATES GRIP TCLL(Roof Snow=25.0) Plates Increase 1'15 . I TC 0.29 Vert(LL) n/a nia 999 i MT20 1971144 i TCDL 10.0 I Lumber Increase 1.15 BC 0.19 Vert(TL) We nia 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 1 Horz(TL) 0.00 9 bla nia BCDL 10.0 1 Code BOCAiANS195 (Matrix) __— _ I--Weight:51 lb i LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 10-0-0 oc pudins, except end verticals. BOT CHORD 2 X 4 SPF N0 .2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, j WEBS 2X4 SPF No' 2 ! OTHERS 2 X 4 SPF Na.2 i i i ; REACTIONS (Ibisize) 11=405il2-M.12=157,'12-U,1 3=2861 1 2-0-0.10=157112-0-0,9=28 611 2-M, l Max Horz 13=-278(load case 4) i Max Upliftl2=-209(load case 5),13=-208(load case 7),10=-206goad case 4).9=-206(1oad case 6) i Max Grav 11=405(load case l),12=191(oad case 4),13=443(load case 2),10=1680oad case 5),9=443(load case 3) I FORCES (lb)-Maximum CompressionlMaximum Tension I. TOP CHORD 1-2=-1 0711 8 7,2-3=-441152,3-4=01190,4-5=of189,5-6=-41t151,6-7=-105H87.1-14=-25143,7-8=-25142 + I BOTCHORD 13-14=-1291151,12-13=-128H50,12-15=-128/150,11-15=-1281150,11-16=-128/150,10-16=-1281150,9-10=-12B/150,8-9=-12&150 WEBS 4-11=-269t0,3-12=-1471197,2-13=-2991214,5-10=-147t196,6-9=-299r'215 I NOTES - I 1)Wind:ASCE 7-98;120mph;h=25ft;TCDL=6.Opsf,BCDL=6.Opsf;Category 11;Exp C;enclosed;MW FRS gable end Tone;cantilever left and right exposed end vertical left and fight.'posed;Lumber DOL=1.60 plate grip DOL=1.60. 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standird Gable End Detail" I 3)Unbalanced snow loads have been considered for this design. 4)All plates are 2x4 MT20 unless otherwise indicated. i 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 6)Gable studs spaced at 2-M oc. J� 7)'This truss has been designed fora live load of 20.0psf on the botbm chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the i bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 209 fib uplift atjotnt 12,208 lb uplift atjoint 13,206 Ib,uplift at joint 10 and 206 lb uplift at joint 9. — 9)Non tTandard bearing conditior,:"keview required. E LOAD CASE(S) . 1)Snow:Lumber Increase=1.15,Plate Increase=1.15y � Uniform Loads(plf) # (; Vert:1-4=-70,4-7=-70,14-15=20,15-16=60,8-16=-20 2)Unbal.Snow-Left:Lumber Increase=1.15,Platelncrease=1.15 LaCHAPELLE Uniform Loads Vert:1 95,4-7=-20,14-15=-20,15-16=-60,8-16=-20 U CIVIL 3)Unbal.Snow-Right Lumber Increase=1.15,Plate Increase=1.15 't1v} Uniform Loads(pif) Vert:1-4=20,4-7=-95,14-15=-20,15-16=-60,8-16=-20 4)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 1. Continued on pace 2 i 3/06 Warning! —Verify design parameters and READ NOTES ON THIS AND INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-20,0* ~ ' i i �.Jti,)j;.ti T,f1r,:h::r �Frn,iti>Icr', .1f,( t.N)S,,9-j'IJr,1 1 TLL-0164329 L:\Work2006\0601—Jan\0601018\Pubiic Submissions\Construction Documents\Trusses\060118 30288R RF INSTALL MA 1-13-06.pdf Job Truss Truss Type Qty Ply PACHECO BLDG.-ROOF TRUSS ' IM288R 500 iKiNGPOST 4 i _ Reference optional) Reliable Tn,ss&Components,Inc..New Bedford,MA,02745.Mark Pasquill 6.200 s Jan 10 2005 MiTek Industries,Inc. Thu Jan 12 18:34:13 2006 Page 2 i LOAD CASE(S) Uniform Loads(plf) i Vert:1-4=-18,4-7=37,8-14=-12 i Ho¢:1A=6,4-7=49,1-14=36,7-8=46 li 5)MWFRS.Wind Right:Lumber increase=1.60,Plate Increase=1.60 Uniform Loads(pit) i Vert:1.4=37.4-7=-18,8-14=-12 Hom 14=49,4-7=-6,1-14=-46,7-8=-36 6)MWFRS fat Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 - I Uniform Loads(pH) Vert:1-4=62,4-7=30,8-14=-12 l Horn.1-4=-74,4-7=42,1-14=39,7-8=39 - - 17)MW FRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) `• \ i Vert:14=30.4-7=62,8-14=-12 Horn 1.4=-42,4-7=74,1-14=-39,7-8=39 i I i • i l - I l 1 i 01/13/06 Warning! —Verify design parameters and READ NOTES ON THIS AND `�-- INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 4 I1;rout)Luntoer ,:Vtrrr t t i,, ( ()S; 4-$()'t! ?08)3;4-4 .Y TLL-0-164330 L:klNork2006\0601_Jan',..0601018\Public SubmissionS\Construction Documents\Trusses\060118 30288R F INSTALL MA 1-13-Mpizif � v Job Truss - 'Truss Type Qty I Ply PACHECO BLDG.-ROOF TRUSS I 30288R 501 l KINGPOST I2 Job Referents o tional) Reliable Truss&Components,Inc..New Bedford,NIA,02745.Mark Pasquill - 6.200 s Jan 10 2005 MiTek Industries,Inc.Thu Jan 12 18:34:14 2006 Page i - - 6-8-0------'—i--- 12 8 0 6 8 0 6-0-0 1 4A= scale=1:28.1 i 8.00riz a 7 y 3ST a 2 ! , Lo 4.4 li aza o Q-8 0 -- ---- 12 8 0 0-8-0^ 12-0-0 Plate Offsets X Y): 1:0-1 8 0-0- LOADING(psf} SPACING 2-0-0 I CS1 I DEFL in (loc) Ildetl L!d PLATES GRIP !TCLL 25.0(Roof Snow=25.0) Plates increase 1.15 TC 0.48 Vert(LL) n/a n/a 999 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 i BC 0.47 Vert(TL) n/a rJa 999 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 n/a n/a BCLL 0.0 Code SOC&0aNSl95 (Matrix) Weight 51 lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORE Sheathed or 6-0-0 oc puriins. BOT CHORD 2 X 4 SPF N0.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No'2 OTHERS 2 X4 SPF No.2 SLIDER Left 2 X 3 SPF No.2 1.6-5 REACTIONS (lb/size) 9=6S112-M,12=322/12-0-0,13=-30112-0-0,14=510/12-0-0.11=182/12-0-0,10=194/12-0-0 y ' Max Horz 14=261(load case 5) - - - Max Uplift9=-59(load case 7),13=-397(load case 5),14=416(load case 7),11=-138(load ease 7).10=-1870oad case 7) Max Grav 9=840oad case 3),12=322(load case 1),13=371(load case 4),14=651(load case 2),11=247(load case 3),10=245(load case 3) I FORCES (ib)-Mabmum CompmssionlMabmum Tension TOP CHORD 1-2=-227/235,2-3=-2241253,3-4=-2091310,4-5=-58/300.5-6=-56/289,6-7=-54/180,7-8=-29,59 BOTCHORD- 1-1 4=-22 3126 1,13.14=0/0,13-15=0,'0,.,2-15=010,12-16=0/0,11.16=0/0,10-11=0/0,9-10=0,0 WEBS 5-12=-195141,4-13=-181/248,3-14=-387/250,6-11=-194,"172,7-10=-204/210,8-9=-69/68 NOTES 1)Wind:ASCE 7-98;120mph;h=25ft;TCDL=6.Opsf,BCDL=6.0psf;Category II;Exp C;enclosed;MW FRS gable and zone:cantilever left and right exposed. ;end vertical left and right exposed;Lumber DOL=1.60 Elate grip DOL=1.60. 12)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)Unbalanced snow loads have been considered for this design. 4)All plates are 2x4 NIT20 unless otherwise indicated 5)Gable studs spaced at 2-0-0 oc . 6)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-M wide will fit between the e J - t 4�; jr bottom chord and any other members -- �� p£-- I 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 59lb uplift at joint 9:397 ItiWplift at joint 13,-416 lb uplift at + 'x i m' joint 14.138 lb uplift at joint 11 and 187lb uplift a t oint 10. ¢ 8)Non Standard bearing ondl on. Review required. �a.• ! OF LOAD CASE(S) S� 1)Snovv:Lumberincrease=1.15,Plate Increase=1.15 v Uniform Loads(pif) TIMOTHY L. Vert:1-5=-70,5-8=70.1-15=-20,15-16=-60;9-16=-20• - _ ! f 2)UnbaL re Snow-Left:Lumber Increase=1.15,Plate Incase=1.15 - •: .� 1..3{+HAPELL•� Untforn Loads(pit) 0 CIVIL —4 Vert:15=-95,5-8=20,1-15=-20.15-16=-60,9-16=20 u 31 Unbal.Snow-Right Lumber Increase=1.15.Plate Increase=1.15 Uniform Loads(pit) C} j I Vert:1-5=20,5-8=-95,1-15=-20,15-16=-60,9-16=-20 4)MWFRS Wind Left Lumber increase=1.60,Plate Increase=1.60 {t Continued on pacle 2 13/06 �— Warning! —Verify design parameters and READ NOTES CAN THIS AND lNCLJDED NATIONAL LUMBER REFERENCE PAGE NL-2 � �� °:rtic�nc Itrnlrsr �1 rn JieldF 1Vrl f�liS) >9-80 0 (508)3311-451:Y,cz i �` L TLL-0164331 L:\Work2006\0601 Jan\060101&,Public Submissions\Construction Documents\Trusses\060118 30288R RF INSTALL MA 1713-06.pdf Job Truss Truss Type Oty Ply 1 PACHECO BLDG.-ROOF TRUSS 30288R 501 I KINGPOST 2 I 1 I I €Job Reference(optional) Truss Reliable Tr &Components,Inc..New Bedford,NO,02745 6.200,Mark Pasquili r s Jan 10 2005 MiTek Industries,Inc. Thu Jan 12 18:&1:14 2006 Page 2 LOAD CASE(S) 'Un form Loads(plf) Vert:1-5=18.5.8=37,1-9=12 1 Horc 1-5=6,5-8=49 i 5)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase--1.60 Uniform Loads(plf) Vert:15=37.5-8=-18,1-9=-12 j Horc 1-5=-19,5-8=-6 6)MWFRS 1st Wind Parallel:Lumber Increase=1.60.Plate increase=1.60 Uniform Loads(ptt) - Vert:1-5=62,5-8=30,1-9=-12 j Horn.1-5=-74,5-8=42 7)MWFRS 2nd Wind Parallel:Lumber krcrease=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=30.5-8=62,1-9=-12 Horn 1-5=-42,5-8=74 i i _ I i i i i I i i 01/13/06 i Warning! —Verify design parameters and READ NUT—ES ON.TNIS AND -- l INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 I Anall"Ora Lumber ho. c'Itf. Xl.I t 0S' )-;020 t'vr�33<1-4it<�jax" �- TLL-0164332 I-Mlork2006,0601_Jan\0601018\Public Submissions\Construction Documents\Trusses\06011^8 30288R RF INSTALL MA 1-13-06.pdf, Job Truss Truss Type - Oty Ply—^PACH-CO BLDG.-ROOF TRUSS —� I i 30288R 503 KINGPO5T * 112 y 1 I .Job Reference(eplional) Reliable Truss&Components,Inc..New Bedford,KA,o2745,Mark Pasquill _ 6.200 s Jan 10 2005IvIlTek Industries,Inc. Thu Jan 12 18:34:14 2006 Page 1 1 35-12 6.8.0 9-10.4 L 12-M T-- i 3-5.12 3-2-4 3-2.4 2.9.12 4x4= -scale=l:2a.1� 3 i 1 - ..iVall T r •+ ) 3x6 i ` - 2 - 4 axa= 0-8-0 1 6-8-0 12-8-0 _ 0.8-0 6-0-0 _ 6-0-0 T (ps2 CL—, 25.0 SPACING 2-M CSI DEFL in (I-) Ildeft L/d PLATES .GRIP (Roof Snow=25.0) Plates Increas e 1.15 TO 0.89 Vert(LL) 0.01 6 >999 240 PAT2C 197/1144 TCDL %0 Lumber Increase 1.15 BC 0.19 T Vert(7L) -0.04 5-6 >999 180 i BCLL 0.0 Rep Stress!ncr YES WB 0.08 Hotz(TL) --0,00 5 n/a rVa BCDL _ 10.0 1 Code BOCA'ANSi95 _(Simplified) Weight 52It, LUMBER BRACING — TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 5-2-3 cc purtins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M cc bracing. WEBS 2 X 4 SPF No.2 j Ii REACTIONS Qb/size) 5=527/Mechanical,7=600/0-5-8 Max Horz7=238(load case 5) ~i Max Uplift5=-217(load case 7),7=-276(load case 6) i MaxGrav5=564(load case 3).7=657(load case 2) FORCES Qb)-Maximum CompressionlMaximum Tension TOPCHORD 1-2=9,2,,2-0=-3871211,.3-4=387,1215 i BOT CHORD 7-8=0/0,6-7=-238/202,5-6=010 WEBS 2-6=-771326,3-6=&77,4•6=-98,1326,4-5=-505,252,2-7=-582'321 NOTES f 1)Wind:ASCE 7-98;120mph;h=25ft;TCDL=6.Opsf;BCDL=6,Opsf;Categbry!I;EV C;enclosed:MW FRS gable end zone;cantilever left and right exposed end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)Unbalanced snow loads have been considered for this design. i 3)All plates are 2x4 NMO unless otherwise indicated. I 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by I-M wide will fit between the bottom chord and any other members. 5)Refer to girders)for truss to truss connections. j 6)Provide mechanical connexion(by others)of truss to bearing plate capable of withstanding 217 lb uplift at joint 5. I 7)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift atjt(s)7.— i LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate Increase=1,15 Uniform Loads(plf) q I Vert:1.3=-70,3-4=-70,5-0=-20 i 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase 1.15 OF Unifomi Loads(pif) �y�t� Vert:1-3=-95,3-4=-20,5A=20 3)Unbal.Snow-Right Lumber Increase=1.15,Plate Incmase=1.15 Uniform Loads(plf) C} TIMOTHY L. Vert:1-3=-20,34=95,5-8=-20 LiHLl 4)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) 0 CIVIL Vert:1-2=17,2-3=-18,3-4=37,5-8=-12 Herz 1.2=-29,2-3=6;3.4=49 5)MW FRS Wind Right:Lumber Increase=1.60,Plate inxaase=1.60 I. . Uniform Loads(plf) Vert:1-2=25,2-3=37,3-4=-18,5.8=-12 Herz;1-2=-37,2-3=-49,3-4=-6 / Continued on page 2 J!06 I Warning! -Verify design parameters and READ NOTES ON THIS AND INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 ,",ahmalLuncn�:r Xinn ieh F Wrl t50iS ;i9-S(1_o (508)3t'9_4J18.ji1x TLL-0164333 L:\Work2006\O601_Jan\0601018\Public Submissions\Construction Documents\Trusses\060118 30288R RF INSTALL MA 1-13-06.pdf IJob I Truss Truss Type Oty Piy PACHECO BLDG.-ROOF TRUSS 30288R 1503 IKINGPOST 12 L� III J-_ __ �_ -1 - LJob Reference optional) I Reliable Truss&� Components,Inc..New Bedford,Mq 02745.Mark PasGuill 6.200 s Jan 10 2005 MiTek Industries,Inc. Thu Jan 12 18:34:14 2006 Pace I LOAD CASE(S) 6)MIWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate increase=1.60 i Uniform Loads(plf). . Vert:1-2=92,2-3=62,3-41=30,5-8=12 Horz:1-2=-104.23=-74,3-4=42 7)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate increase=1.60 Uniform Loads(pit) Vert:1-2=19,2-3=30,3-4=62,58=-12 Horz 1-2=-31,2-3=-42.3-4=74 I I ®1/13/06 Warning! —Verify design parameters and READ NOTES ON THIS AND INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 I i�.'tliUY::t.Z•(?!7tFc.'t' :'vl['r:S?lac.. ii-' l�Ij,}�2;y—:`i f)'f) (508)3 9-451,`:jbx TLL-0164334'— L:\Work2006\0601_Jan',0601018\Public Submissions'.Construction Documents\Trusses,060118.30288R RF INSTALL MA 1-13-06.pdf I - Job Truss 1 Truss Type - (Qty Ply PACHECO BI.BG.-ROOF TRUSS 30288R 504 1 KINGPOSI-, 6 1 '-� -i (Jcb Reference{optional Reliable Truss 8.Components,Inc..New Bedford,AAFti 02745.Mark Pasyuill 6.200 s Jan 10 2005 f iTek Industries,Inc. Thu Jan 12 18:34:1d 200"o Page 1 i 6-0-0 12 0 0 _I /zt= Stak=l:2Rtl 1 2 i i 1 1 1 ' 8.00 F12 1 WSI T , I gill axe axe. ., '• - l .f -- - - -8�,� ---------- i s 5 ° I. � axe s_-ao LOADING(psf) SPACING 2-0-0 I CSI - I DEFL in (loc) Vdefl L/d PLATES GRIP - (Roof Snow=25.0) Plates Increase 1,15 I TC 0.89 1 Vert(LL) 0.01 5 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.19 Vert(TL) -0.04 5.6 >999 180 BCDL 0.0 Rep Stress Incr YES I WB 0.08 i HOR(TL) -0.00 4 nla n/a. BCDL 10.0 Code BOCA/ANS195 (Simplified) Weight 501b - LUMBER - - BRACING -- - i TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 5-2-3 cc pudirs,except end verticals. ' BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.2 REACTIONS (Ibisize) 6=527'a5-8,4=527i"Rechanical Max Harz 6=258(load case 5) Max Uplift6 215(load case 6),4=-217(load case 7) Max Grav6=5630oad case 2).4=563poad case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-387/211.2-3=-387/211,1-6---505f250 BOTCHORD 5-6=-238/233,4-5=-O/O WEBS 2-5=0/77,15=-811326,3-4=-505/252,3-5=-95/326 NOTES 1)Wind:ASCE 7-98;120mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp C;enclosed;MVJFRS gable end zone;cantilever left and right exposed I :erd vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 1 2)Unbalanced snow loads have been considered for this design. 1 3)All plates are 2x4 NMO unless otherwise indicated. 4) This truss has been designed for a live load of 20.0psf on the bottom chard In all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members etei in.giider(s}:for wss;td_irL!as connectii _' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 217 lb uplift at joint 4. 7)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s56. LOAD CASE(S) 1)Snow:Lumber(ncrease=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2-70,2-3=-70,4-0=-20 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Incmase=1.15 OF Uniform Loads(plf) y � Vert.1-2=95,2-3=-20,4-6=20 3)Unbal.8now-Right:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(ptf) Q Tt Y L. - Vert:1-2=-20,2-3=-95,4.6=-20 LaCHA ELLS 4)MYVFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 GJ -4 {s�v�j Uniform Loads(plf) U 1 Vert:1-2=18,2-3=37,4-6=-12 0 Hare 1.2=6;2-3=49,1-6=36 ' 5)MWFRS Wind Right.Lumber!ncrease=1.60,Plate Increase=1.60 t} Uniform Loads(plf) Vert:1-2=37,2-3=-18, -6---12. Herr 1-2=49,2-3=-6.1-6=-46 Continued on page 2 - 3f®6 Warning! -Verify design parameters and READ NOTES ON THIS AND � _ ---- �-- I INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 (" \'crtionrrl 7 r±r,?azr Llar.•"rt tt, t1,) t;()S`; 9-si7't? i 506)3 N-45.1, Iia TLL-0164335 L:\Work2006\0601_Jan\0601018\Public Submissions\Construction Documents\Trusses\06011830288R RF INSTALL MA 1-13-06.pd, PACHECO BLDG Job Truss Truss Type Oty Ply .-ROOF TRUSS - 30286R 504 IKINGPOST �1I Job Reference ootionali Relle@e Tnli s&Components,Inc..New Bedford,MA,02745.Mark Pasr�uill 6.200 s Jar±10 200;i<156k Irdustnes;Inc. Thu Jan 12 1T7i1FA4 2006 Pape 2 i LOAD CASE(S) 6)MWFP.S 1st Wind Parallel:Lumber Increase=1.60.Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=62,2-3=30,4-6=-12 ,i HorL 1-2=-74,2-3=42 1.-6=-39 7 M'vVFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate,ncrease=1.60 Uniform Loads(plf) 1 Vert:1-2=30,2-3=62.4-6=-12 Horn 1-2=42,2-3=74.1-6=39 I I I 01/13/06 — _ -- --- '"-~---�---`'-`r._ 1 Warning! Verify design parameters and READ NOTES ON THIS AND INCLUDED NATIONAL LUMBER REFERENCE PACE NL-2 � } I ;Vcrtitrncr?.1'.:tn,hcrY XICinSlic'r.t, MA {50S669-:4020 'f50,Sj339-1-518.liiz TLL-0164336 L:-,Work2006\0601—Jan\0601018\Public Submissions`\Construction Documents\Trusses\060118 30288R RF INSTALL MA 1-1 pdf Job runs T111111-E Type Oty I`Piy PACHECO BLDG.-ROOF TRUSS - 30288R 1505 - - -----I B I� 1 .• _ .I Job Reference(•optional Reliable Truss&Components,Inc..New Bedford,MA,02745.�Mark Pasqudi 6.200 s Jan 10 2005 hliTek Industries,Inc. Thu.,an 12 18:34:15 2006 PaSa r i 511.E 14-0-0 17-8-0 -f-- 24-1-8 5-11-6 -- B-0-10 ---- 3-8-0 6 5 8 scale=1:40.j_ A66112 4x8= .. 6 • II 7 i j I 214 O va /- / i v"a Ili 2 � 82 it 11 12 13 10 9 i I 08 Q 8-8-13 _ 17-8-0 i -_ 24-1-8 I 0-8-0 8-0-13 8-11-3 6-5-8 Plate Offsets jX 11_j1_0_3-8 Ede..[5 0-2-0 EdgeeL__------------.---__-- ----- --- - LOADING(psf) SPACING 2-0-0 CSI T DEFL in (loc) I/deft Ud PtATEs GRIP TCLL 25.0 Plates Increase 1.15 I TC 0.83 I Vert(LL) -0.23 9-11 >999 240 MT20. 1971144 (Roof Snow=25.0) I Lumber increase 1.15 BC 0.79 Vert(TL) -0.40 9-11 ->728 180 I TCDL 10.0 I Rep Stress Incr YES WB 0.54 Horz(TL) 0.05 '"8 n/a .n/a ( I BCLL 0.0 '- Code SOCA(ANSi95 -- (Matrix) i 10.0 BCDL __- - Weight:101lb i - LUMBER BRACING - --- TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2-8-10 oc pudins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD -Rigid calling directly applied or 4-11-4 oc bracing. WEBS 2X4 SPF No.2. SLIDER Left 2 X 6 SPF 165OF 1.5E 3-0-13 REACTIONS (Ihisize) 1=1111/0-5-8,8=1123i0-3$ ti Max Horz i=375Qoad case 6) Max Uplift.=-543(load case 4),8=-509(load case 4) - ! FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-2463/1216,2-3=-2334/1231,3.4=-20671958,4-5=-1903,r974.5-6=-10071531,6-7=-1003/504 BOT CHORD 1-11=-140&12240,11-12=-777/1362,1 2-1 3=-7 7711 362,1 0-1 3=-77 711 362,9-10=777/1362,8-9=010 WEBS 6.9=-137,1324,7-9=-502/i087,7-8=-1088l536.5-9=-800,'616,5-11=-303r7l4,3-1 1=4 6215 26 NOTES 1)W ind:ASCE 7-98:12omph;h=25fk TCDL=6.Opsf;BCDL=6.Opsf;Category Ik E p,C:enclosed;MW FRS gable end zone;cantilever left and right exposed i •end vertical left and right eposed;Lumber DOL=1.60 plate grip DOL=1.60. I - 2)Unbalanced snow loads have been considered for this design. I 3)All plates are 4x4 MT20 unless otherwise indicated. , 4)'This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. ! 5 Two Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s),1,,.. w i e H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at 11:0 LOAD CASE(S) • ! 1)Snow:Lumber Increase=1.15.Plate Increase=1.15 Uniform Loads(plf) Vert:1-12=-20.12-13=-60,8-13=20,1-6=-70,6-7=-70 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 �Z4OF Uniform Loads(plf) Vert:1-12=-20,12-13=-60,8-13=-20.1-6=-70,6 7=-45 [��y 3)Unbal.Snow-Right Lumber increase=1.15,Plate Increase=1.15 (j T1 fY Lt, G Uniform Loads(plf) Vert:1-12=-20;12-13=-60,6-13=-20,1-6=-45,6-7=-70 LaCH LLE 4)MW FRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 0 CIVIL Uniform Loads(pn Vert 1-8=-12,1.6=62,6-7=39 r 3 . Horz 1-6=-74,6-7=51 Q 5)MWFRS Wind Right umber Increase=1.60,Plate increase=1,60 " Continued on page 2 -_- - 131106 J Warning! -Verify design,parameters and READ NOTES ON-THIS AND i"'INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 \rrtiorcr!Lttrrb rY Lj,rn.'jig lrr. 3i I ( 0 ) ;r1-81t_'(1 r 50813 ()-4 5.1 S'jrb TLL-0164337 L:\Work2006\0601 Janl,0601018\Pub!lc Submissions\Construction Documents\Trusses\0601 1 8 30288Rr RF INSTALL MA 1-13-06.pdf Job Truss Truss Type i oty Ply I CO BLDG.-ROOF TRUSS 30288R 505 iHOWE i l Job Reference(optional) ' Reliable Truss&Components,Inc..New Bedford,MA 02745.6-lark Pasquill 6.200 s Jan 10 2005 MTek Industries,Inc. Thu Jan 12 18:34:15 2006 Page-2 li LOAD CASE(S) - Uniform Loads(plf) Vert:1-8=-12,1-0"=39,6-7=62 Ho¢:1-6=-51,6-7=74 6)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate increase=1.60 i Uniform Loads(ptf) I Vert:1-8=-12,1-6=62,6-7=30 iHorz 1-6=-74,6-7=42 7)MWFRS 2nd Wind Parallel:Lumber increase=1.60,Plate Increase=1.60 Uniform.Loads(pif) i Vert:1-8=-12,1-6=30,6-7=62 Ho¢:1.6=42,6-7=74 � I • ! i I I. I a i i I i I i L _ U1/13l06 Warning! —Verify design parameters and READ NOTES ON THIS AND INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 Ii; !'ctticrtw1 Ltr ,r r,r icr n+ti sl,l, Lfri ()t)S) y-8tt t) t t%<<;?�t}-4J?:?_fi?; TLL-0164338 L:\'Oiork2006\0601_Jan\0601018\Public Submissions\Construction Documents\Trusses\060118 30288R RF INSTALL MA 1-13-06.pdf _ y ' • I Job i Truss Truss Type Qry i Ply PACHECO BLCG.-ROOF TRUSS 30288R i 506 HOWE IJob Reference c tiar:all _ — — --—� Reliable Truss&Components,Inc..New Bedford,MA 02745.Mark Pasquill - 6.200 s Jan 10 2005 MiTek Industries,inc. IN Jan 12 18i34:15 2006 Page i I I — 5-0-6— r— — 13-1.0_ _ _ 16.10-8 _ 1T2 . 23.4-0 -- i j 5.0.6 8-0-10 3 M Scale=1:39.8I 4.00 F12 4.4 l � N 3x4 10 ,lam __ 12 TR l i I - / 11 1 /� IL,, 14 IT IT T ST - ST I I I I 4 3 i I ; Lk ' I. I _ 1 0 H=— 234-0 0-1-8 23 2-8 Plate sets X —_�-T�.-�-�--- LOADING(psf) I � - r --__�----------__—.. _-� i TOLL 25.0 SPACING 2-0-0 CS1 DEFL in (loc) Udell Ud PLATES GRIP Plates Increase 1.15 TC 0.13 Vert(LL) We n/a 999 ( MT20 197/144 (RoTCDL new=2 0'.0 Lumber increase .1.15 BC 0.14 Vert(TL) n/a n,a 909 1 TCDL 10.0 Rep Stress Incr YES WB 0.09. Horz(TL) -0,01 14 n/a nla BOLL 0.0 Code BOCA/ANSI% (Matrix) Weight 1041b BCI DL 10.0 �_-- — LUMBER BRACING j j TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF No.2. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. j WEBS 2 X 3 SPF No.2 OTHERS 2 X4 SPF No.2 SLIDER Left 2 X 6 SPF 165OF 1,5E 1-0-1 REACTIONS (Ib/size) 1=105/23-2-8,14=75123-28;15=62r23-2-8,18=259/23-2-8,20=260123-2-8,21=260/23-2-8,22=262/23-2-8,23=195,,23-2-8, s 24=183/23-2-8,25=157/23-2-8,26=254 23-2-8,17=246123-2-8,16=312'23-2-8 Max Horz 1=284(load case 5) Max Upliftl=-24(load case 7),14=-125(load case 7),15=-12(load case%18=-29(load case 5),20=-114(load case 6),21=-118(load case 4), I 22=-117(load case 6),23=-114(load case 4).24=130(load case 6),25=-66(load case 4),26=277(load case 6),17=114(load case 5),16-144(load rase 7) Max Grav 1=105(load case 1)•14=75(load case 1),15=62(load case 1),18=259(load case 1),20=262(ioad case 2).21=260(load case 11, i. 22=262(load case 2),23=195(load case 1).24=183(load case 2),25=157(load case 1),26=2540cad case 2),17=248(load case 3). 16=312(load case 3) i FORCES (lb)-Maximum Compression,/MaximumTension t TOP CHORD 1-2=-224/28,2-3=-240/30,3-4=-151!66,4-5=-110193,5-6=-60/123,6-7=-2B/153,7-8=.28/18.2,8-9=-28/206.9-10=-6/213,10-11=-28,239. ll.2=-28/229,12-13=-29,178,13-14=-45/127,14-15=OiO BOT CHORD 1-26--66,79,25-26=-06179;24-25=-66179,23.24=-66/79,23-27=-66179,22-27=£6,79,21-22=-66179,20-21=-66179,19-20=-66179, 18-19=-&6!79,17-18=-00"179,16-17-66,79,15-16=-66179 WEBS 11 8=-137/56,10-20=-143,1139,8-21=-140/142,7-22'=140/141,6-23=139/139,5-24=144/149,4-25=-1 2511 05,3-26=-187/260. 12-17=136/138,13-16=-167/196 i I NOTES i 11)Wind:ASCE 7-98;120mph;h=25fi;TCDL=6Apsf,BCDL=6.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone:cantilever left and right exposed ;end vertical left and right exposed:Lumber DOL=1.60 plate grip DOL=1.60. 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" I 3)Unbalanced snow loads have been considered for this design. OF 4 4)All plates are 2x4 MT20 unless otherwise indicated. ; 5)Gable requires continuous bottom chord bearing. j 6)Gable studs spaced at 2-M cc. TIMOTHY L. �G. 17)'This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. LaCHAPELL j 8)Bearing at joint(s)14 considers parallel to grain value using ANS/TP11 angle to grain formula. Building designer should verify capacity of bearing 0 CIVIL l surface. . 19)Provide mechanical connection,(by others)of truss to bearing plate capable of withstanding 24 lb uplift at joint 1,125 lb uplift at joint 14,12 lb uplift at 0.30 joint L5,29 lb uplift at joint 18,114 Ib uplift at joint 20,118 lb uplift at Joint 21,117 Ib uplift at joint 22,114 lb uplift at joint 23,130 lb upAFt at joint 24,66 uplift at joint 25,277 lb uplift'atjoint 26,114 lb uplift at joint 17 and 144 rb"uplift at joint 16. """ LOAD CASE(S)' fi L I I 'Continued on pane 2 13106J Warning! —Verify design parameters and READ NOTES ON THIS AND INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 I I irttiox:!rJLtr:rl^<rr ill stiz:iti. A1-1 f (r,S ?_SrtJ(? (508); 9-4 5 1S.i!,r TLL-0164339 L work2006\0601-Jan\0601018\Public SubmissicnsZonstruction Documents\Trusses\0601 1 8 30288R RF INSTALL MA 1-13-06.pdf Job --�Truss uss Type Qty Ply IPA O—G.-ROOF TRUSS - 30288R -- 506 —� I HOWE I _�oh F2eference tcpt�nai) _____._. Reliable &Components,Inc..New Bedford,MA,02745.Mark PasgtAl - - fi.20C s Jan 10 20G5 MiTek Industries,Inc. Thu Jan 12 18:34:15 2006 Page 2 LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate increase=1.15 Uniform Loads(plP Vert:1-27=-20,15-27=-60,1-11=-70,11-14=-70 2)Unbal.Sr,ow-Left:Lumber increase=1.15,Plate Increase=1.15 i Uniform Loads(ptf) Vert:1-27=20.15-27=60.1-11=-70,11-14=-45 3)Unbal.Snow-Right:Lumber increase=1.15,Plate increase=1.15 j Uniform Loads{plf) - Vert:1-27=-20,15-27=-60,1-11=-45,11-14=-70 4)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-15=-12,1-11=62,11-14=39 Horz 1.11=-74,11-14=51,14-15=39 5)MWFRS Wind Right Lumber Increase=1.60,Plate increase=1.60 Uniform Loads(pif) Vert:1-15-12,1-11=39,11.14=62 Herz 1-11=-51,11-14=74,14-15=-30 6)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate lnerease=1.60 Uniform Loads(pif) Vert:1-15=-12,1-11=62,11-14=30 - Herz 1-11=-74,11-14=42,14-15=39 _ 7)MW FRS 2nd Wind Parallel:Lumber Increase=1,60,Plate increase=1.60 Uniform Loads(plf) Vert:1-15=--1Z 1-41=30,11-14=62 Horz 1-11=-42,11-14=74,14-15=39 i i • 1 f i t I . < � i I. 0111 3106 Warniing! -Verify design parameters and READ NOTES ON THIS AND INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 :V4,IicJntrr -,in?ber Mrrrstic:iri. 114 (5()S).3.39-802f1 r.'ri� 181ax TLL-0164340 L:\Work2006\0601_Jan\0601018\Public Submissions\Construction Documents\Trusses\060118 30288R RF INSTALL MA 1-13-06.pdf� Job Truss iTruss Type - Oty Ply PACHECO BLDG.-ROOF TRUSS 30288R 507 MONO CAL HIP t t 1 i I __ _ Job Referen�ntlonzp e " Relizble Truss&Components,Inc..New Bedford,MIA,02745.Mark Pasquill — 6.200 s Jan 10 2005 MiTek industdes,Inc. Thu Jan 12 10:34:16 200fi Pace t i 3.11.3 B-11-7 _— _ 13-10-14 18 70 fi j 3 11.3 5-0-4 4.11-7 4-11.8 6-3.2 scar=l:as - 2x4 u 7 i i o.zs 1z � axlo= �� 4.00112 4xii= 3x6= 2.4 II 5 5 r 3 4 --- 60= as - 4x12= i = 1 l ' 24.5E i P$Q 15—.5-7 18-10-6 25-1-8 ! 0-8-0 14-9-7 3-4.15 6-3-2 j LOADING(psf} � TOLL f) SPACING 2-0-0 CSI DEFL n (too) I/de0 L/d PLATES GRIP 1+4 =� -- (Roof Snow=40.0 Plates Increase 1.15 1 TC 13.83 ( Uert(LL) -0.39 10 >761 240 MT20 197/1. TCDL 1 Lumber Increase 1.15 BC 0.92 Vert(TL) -0.70 10-11 >428 18 5.0 0 BCLL .0 Rep StressIncr YES WB 0.94 Horz(rL) 0,13 8 n/a nia BCD_ 10.0 Code BOCA1ANSI95 (Simplified) j Weight 94lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2*Except` TOP CHORD Sheathed or 2-7-9 oc pur ins,except end verticals. T3 2 X 4 SPF 1650F 1.5E,T2 2 X 4 SPF 210OF 1.8E BOT CHORD Rigid ceiling directly applied. BOT CHORD 2 X 4 SPF 210OF 1.8E WEBS 2 Rows at 113 pts 6-8 WEBS 2X4 SPF No.2 SLIDER Left 2 X 6.SPF 165OF 1.5E 2-1-9 REACTIONS (lb/size) 1=1624/0-5-8,8=162410-3-£3 Max Horz 1=323(load case 5) Max Upliftl=-614(load case 4),8=-636(lead case 4), - - FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-3480!1319,23=348011319,6-7=-118,r38,7-8=336/189,3-4=-3266!1292,4-5=-5288/2019,5-6=-5288/2026 1 BOTCHORD 1-11=-1285/3195,10-ll=-2104/a`075,9-10=-1500/3611,8.9=-150013611 WEBS 6-8=3798,11660,3-11=2111807,5-10=-5411306,4-1 0=0122 5,4-11=-1928?853.6-10=564/1837 i NOTES 1)W ind:ASCE 7-98;120mph;h=25ft;TCDL=6.0psf;BCDL=6.Opsf;Category II;Exp C;enclosed;MW FRS gable end zone,cantilever left and right exposed end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)Unbalanced snow loads have been considered for this design. 3)Provide adequate drainage to prevent water ponding. 4)All plates are 4xB MT20 unless otherwise indicated. 5)'This truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. I 6)Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to hearing walls due to uplift at jt(s)1 and S. i LOAD CASE(S) - - 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert 1-3=110.6.7=410,1-8=-20,3-6=-110 � 1 � �' 2 Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-110,6-7=-110,1-8=-20,3.6=110 Q 1'iMOTt iY L. 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 a LaCMAp LI Uniform Loads(pit) Vert:1-3>70,6-7=-70,1-8=-20.3-6=-110 0 4)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 CO Uniform Loads(p!f) t}. Vert 1-3=62,6-7=62,1-8=-12,35=62 i Hcrz:14=44,6-7=-74,7-8=39,3-0=-74 5)MWFRS Wind Right Lumber Increase=1.60,Plate Increase=1.60 { L _._ Continued on page 2 13/06—_ ____-- — — Warning! -Verify design parameters and READ NOTES ON THIS AND INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 ` \crtivnut Z.trr?rer .�i=r 1 l i, 1-f t)•S>- 4-.ffi f? TLL-0164341 L:\Work2OO6\0601—Jan\0601018\Public Submissions\Construction Documents\Trusses\060118 30288R RF INSTALL MA 1-13-06.Ndf Job Truss i Truss Type Oty Ply PACHECO BLUG.-ROOF TRUSS ITT ___ 1 30266R I507I MONO CAL HIP - 11 1 LJob Reterence�opboaQ Reliable Truss&Components,Inc..New Bedford,MA,02745.Mark Pasquill - 6.20)s Jan 10 2005 MiTek Industries,Inc.Thu Jan 1218:34:16 2006 Page 2 LOAD CASE(S) i Uniform Loads(plf) Vert:13=391 6-7=39,1-8=-12,3-6=30 Horz:1-3=51,6-7=-51,7-8=-30,33=-42 i 6)MWFRS 1st Wind Parallel:Lumber increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert 1-3=62,6-7=62,1-8=-12,33=62 Horz 1-3=-74,6-7=-74,7-8=39,33=-74 7)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:13=30,6-7=30,1-8=-12,3-6=30 Horz:1-3=-42,6-7=-42,7-8=39,3-6=A2 i I I ' , i ; 1 - F I 4 I ; I l 01/13/06 Warning! —Verify design parameters and READ NOTES ON THIS AND I INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 r/i'1.?, W-f TLL-0164342 Lwork2006\0601 Jan\0601018\Public Submissions\Construction Documents\Trusses\060118 30288R RF INSTALLWA 1-13-06.pdf _ 1 Job Truss Truss Type _ --Qfy Ply PACHECO BLDG.-ROOF TRUSS 30288R SOd iHOWE - I7 �� i Ii � Job Reference o ticnall ,J Reliable Truss&Components,Inc.-New Bedford,MA,02745.Mark Pasquill - 6.20P,s Jan 10 2005 Mi rek Industries,Inc.Thu Jan 12 18:34:16 2006 Page 1� — 5-1-14 -,-- 13-2-8 --16-10-8 2340 ---_- I I 5.1-14 8-0-10 3-8-0 6.58 i 1s9� srak=1:a9.7I 4.00!i2 s 4.4 Us 6 3x8— i I I 2 4.6 s i fixiau 11 12 13 10 9 4x4= - 3x6=3x10= I j i 7-11-5 6-10-8 23-4-0 0.f 8 7.9-13 —f—�8-11-3 6-5-8 LOADING(psf ! SPACING 2-M l CS1 I DEFL in floc) Well L/d PLATES GRIP (RoefSnow=25.0) I Plate-Increase 1.15 j TC 0.83 Vert(ILL) -0.24 9-11 >999 240 I MT20 197/144 TCDL 10.0 Lumber Increase 1.15 I BC 0.87 Vert(TL) -0.41 9-11 >671 180 l Rep Stress Incr YES W B 0.49 Hcrz(TL) 0.04 8 n/a n1a COL 10 0 Code BOCA ANS!95 (Matrix) _ Weight:97 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2*Except* - TOP CHORD Sheathed or 3-6-12 oc pudins. ' T2 2 X 4 SPF 165OF 1.5E,T1 2 X 4 SPF 210OF 1.8E BOT CHORD, Rigid ceiling directly applied or 5-2-12 oc bracing. BOT CHORD 2 X 4 SPF No'2 WEBS 2X4 SPF No.2 1 I SLIDER Left 2 X 6 SPF 165OF 1.5E 2-1-9 i I ! I REACTIONS Qblsize) 1=1071/Mechanical,8=108010-0-8 - . - Max Horz 1=375(load case 6) Max Upliftl=518Qoad case 4),8=-4880oad case 4) - FORCES (lb)-Maximum Compress on Mabmum Tension TOP CHORD 1-2=-2100/1040,2-3=-204711064,3-4=-1826,r842,4-5=-1 68 5165 8,5�6=-964i509,6-7=-959/483 BOT CHORD 1-11=-1226il872,11-12=-734l1278,12-13=-734/1278,10.13=-73411278,9-10=-73411278,8-9=0i0 1 WEBS 6.9=-1201297,7-9=-47911038,7-8=-1047,1515,5-9=-7271580,5-1 1=-21 51523,3-11=-2841433 NOTES 1)Wind:ASCE 7-98;120mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf:Category 11;Exp C;enclosed;MW FRS gable end zone;cantilever left and right exposed end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)Unbalanced snow loads have been considered for this design. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tail by 1-0-0 wide will fit between the j bottom chord and any other members. ! 5)Refer to girder(s)for truss to truss connections. i 6)Provide mechanical connection(by others)of truss to bearing plate capable of v0distanding 518 lb uplift at joint 1. 7)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at It(s)8. LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(ptf) i Vert:1-12=-20,12-13=-60,8-13=-20,1.6=-70,6 7=70 OF 2)Unbai.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) VerL 1-12=-20,12-13=-60,8-13=20,15-70,6-7=-45 3)Unbal.Snow-Right Lumber Increase=1.15,Plate Increase=.15 4 Tint� Uniform Loads(plo LaCHAPELLI= Vert:1-12=-20,12-13=-60,8-13=-20,1-6=-45,6-7=-70 Q 1 4)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Ly C[VtL i Uniform Loads(plf) Vert:1.8=-12,1.6=62,6-7=39 i Horz:1-6=-74,6-7=5i �Q 5)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Continued on page 2 13/06- -- - ! warnin I- Verif y'desi n parameters and—READ NOTES ON THIS AND. --- —�W,- -_--� INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2. —� Vrrti«Nrrl Larr:rh�r 1krr ti rirf. :11-j f l)Ss -,9-:)020 ( "8)339-4:1,`s'_lax P ' TLL-0164343 L:\Work2006\0601_Jan\0601018Public Submissions\Construction Documents\Trusses\060118 30288R RF INSTALL MA 1-13-06.pdf- Job Truss Truss Type Qty - Ply PACHE :0 BLDG.•ROOF TRUSS 1 30288R 1508 HOWE I7 Jab Reference(optional) I Refable Truss&Components,Inc..New Bedford,MA,02745.Mark Pasquill 6.200 s Jan 10 2005 MiTek Industries,Inc. Thu Jan 12 18:34:16 2006 Page 2 1 LOAD CASE(S) Uniform Loads(plf) i Vert:1.8=-12,1-6=39,6-7=62 Hor=1-6=-51,6-7=74 6)MWFRS 1st Wind Parallel:Lumber increase=1.60,Plate Increase=1.60 Unifonn.Loads(plf) Vert:1-8=-12,1-6=62,6-7=30 - - Horz 1.6=-74,6-7=42 i 7)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-8=-12,1-6=30,6-7=62 Horz 1-6=-42,6-7=74 i I I i • I { i i i _ I 01/13/06 a Warning! -Verify design parameters and READ NOTES ON THIS AND I � INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 Na ioned( iniher ein.sfitdd. .if,) (08)3 9-4518 jax _ r TLL-0164344 L:\Work2006\0601 Jan\0601018\Public Submissions\Construction Documents\Trusses\060118 30288R RF INSTALL MA 1-13-06.pdf. job I Truss 'Truss Type 116. Qty PIy j PACHECO BLDG.-ROOF TRUSS30288R �600 iMONO.TRUSS �JebReferen�f-J9.11tional Reliable Truss&Corn Components,Inc..New Bedford,MA,02745�Mark Pas quill � 6.200 s Jan 10 2005 MiTek Industries,tnc. Thu Jan 12 18:3417 2006 Page 1 P 9 l i I 5116 - 140-0 17.7-8 511.6 8-0-10 3-7-8 6 j 4.o6112 Scabs=1:35.1i ua- 10/ ! I ci vqz ) ( c 411 it 3x8= 5x6= t0-8-0, 8-9-12 17-7-8 - I 0-8-0' 8.1-12 8-9-12 t LOADING(psf) T i SPACING 2-0-0 CSl i DEFL in (loc) I/dell L/d I PLATES GRIP, TG_L 25.0 Plates Increase 1.15 I TC 0.86 Vert(LL) -0.15 7-9 1999 240 MT20 169/123 (Roof Snow=25.0) Lumber Increase 1.15 BC 0.64 Vert(TL) -0.28 7-9 >760 180 I CDL 10.0 Rep Stress Incr YES W B 0.62 HorA n.) 0.03 7 n/a nia I BCLL 0.0 Code BOCA/ANS195 (Matrix) Weight 72lb BCDL 10.0 !__- -- j I LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 4-0-1 oc pudins, except end w;ticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-1-0 oc bracing. WEBS 2 X 4 SPF No.2 WEBS 1 Rove at midpt 6-7 SLIDER Left 2 X 6 SPF-S No.2 3-0-13 REACTIONS (lb/size) 7=940/0,M,1=826/05-8 Max Hcrz 1=500(load case 5) i Max Uplift7=506(load case 4),1=-4070oad rase 4) i FORCES (lb)-Maximum Compression/Maximum Tension j TOP CHORD 1-2=-1691/852,2-3=-1576/874,3-4=-1269/578..4.1 0=4 1481583,5-10=-1086/567,5-1 1=-1 20/1,01,6-11=l12/110.6-7=-27/19 BOT CHORD 1-9=-935/1535,9-12=-324/571,8-12=-324/571.B-13=324/571,7-13=324/571 WEBS 3-9=5241556,5-9=-336/764,5-7=957/669 i 1 NOTES 1)Wind:ASCE 7-98;120mph;h=25f;TCDL=^o.Opst;BCDL=6.Opsf;Category!I:Exp Q enclosed;MW FRS gable end zone;cantilever left and right exposed end vertical left and right exposed:Lumber DOL=1.60 plate grip DOL=1.60. 2)Unbalanced snow loads have been considered for Oils design. 3)All plates are 44 MT20 unless otherwise indicated. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the I bottom chord and any other members. i 5)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift atjt(s)7 and 1, j 61 Hanger(s)or other connection device(s)shall.be provided sufficient to support concentrated load(s)60 lb down and 19 lb up at 15-0-0.and 60 lb down. ) and 19lb up at 13.0-0 on top chord.The design/selection of such connection device(s)is the responsibility of others. 17)in the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate increase=1.15 OF OF Uniform Loads(plf) �f +��+ Vert 1.6=70,1-12=20,12-13=-60,7-13=-20 ! Concentrated Loads(lb) i Vert:10=50(F)11=-60(F) Q ,T1 i L. - 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) +F LaC Vert:1.6=70,1-12=-20,12-13=-60,7-13=-20, G? CNIL --4 Concentrated Loads(lb) co t Vert:10=-60(F)11=-60(F) 0. 3)Unbal.Snow-Right Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=45,1.12=-20,12-13=-60.7-13=20 Concentrated Loads 05.) Vert:10=45(F)11=-45(F) �. ( Continued on page 2 13106 Warning! -Verify design parameters and READ NOTES ON THIS AND ` . -� INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 Vrrti<�nrr.'�trnr^<r bl rn, kr.11-i tj(Jc:.39-.40't1 TLL-0164345 L:;Work2006\0601 Jan\0601018\Public Submissions\Construction Documents\Trusses\060118 30288R RF INSTALL MA 1-13-06.pdf Job I Truss Truss Type Oy Ply PACHEECO BLDG.-ROOF TRUSS 30288R 600 I MONO TRUSS - 16 - 1 � _— _�--- _—;Job Reference(optronail Reliable Truss&Components,Inc..New Bedford,AAA,02746.Mark Pasqulli 6.200 s Jan 10 2006 PM'Tek Industries,Inc.Thu Jan 12 19:34:17 2006 Page 2 LOAD CASE(S) i 4)MWFRS Wind Left Lumber Increase=1.60•Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=62,1-7=-12 Hors 1-6=-74;6-7=39 Concentrated Loads(lb) I Vert:10=19(F)11=19(F) 5)MWFRS Wind Right Lumber Increase=1.60,Plate Increase=1.60 i Uniform Loads(pff) i Vert:16=39,1-7=-12 Horc 1-6=-51,6-7=-30 Concentrated Loads(lb) Vert:10=10(F)11=10(F) 6)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) ! Vert:15=62.1-7=-12 Horz:1-6=-74,6-7=39 - Concentrated Loads(Ib) Vert:10=19(F)11=19(F) 7)MWFRS 2nd Wind Parallel;Lumber Increase=1.60,Plate increase=1.60 Uniform Loads(ptfi Vert:16=30.1-7=-12 Horc 1-6=-42,6-7=39 Concentrated Loads(Ib). Vert:10=7(F)11=7(F) I i; i , t ! • ta . 01/13/06 Warning! Verify design parameters and READ NOTES ON THIS AND -�-- —� INCLUDED NATIONAL,LUMBER REFERENCE PAGE NL-2 r ;+ ;i• ;�• of dt_•,r TLL-0164346 L:UNork2006\0601_Jan\0601018\Public Submissions\Construction Documents\Trusses\060118 30288R RF INSTALL MA 1 13-06.pdf� E Job Truss --i Truss Type Qty PIS y PACHECO BLDG.-ROOF TRUSS --� 30288R - 601 I MONO TRUSS 24 1 - a Job Reference(option a!) ' Reliable Truss&Components,Inc..New Bedford,MA,02745.Mark Pasquill 6.2W s Jan 10 2005 MiTek Industries,Inc. Thu Jan 12 18:34:17 2006 Page 1 j ( 5-1-14 13-2-8 16-10-0 5-1-14 8-0-10 3-7-8 66 r 4.00112 _ Scale=1:32111 10 j 3x10 2x4. W2 ---------- —sr-- 9 8 12 BSI � 6x,0 H 34= 4x6= j a,1 s B-0-a 0-1-8 _ 7-10-12 _ 8-9-122_ LOADING psfTCLIL l SPACING 2-0-0 CSI DEFL in (locj Well Ltd I PLATES GRIP (Roof Snow=25.0) I Plates Increase 1.15 TIC0.80 Vert(LL) -0.16 7-9 -999 240 MT20 1971144 TCOL 10.0 Lumber increase 1.15 BC 0.67 Vera L) -0.31 7-9 >649 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.02 7 n/a nta BCDL 10.0 Code, BOCAIANSi95 _I (Matrix) Weight.69lbL�Weight 69lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650E 1.5E*Except' TOP CHORD Sheathed or 3-4-0 oc pudins, except end verticals. ' T1 2 X 4 SPF Ne.2 BOT CHORD Rigid ceiling directly applied or B-6-3 oc bracing. BOT CHORD 2 X 4 SPF Not WEBS 1 Row at micipt. 6-7 i WEBS 2 X 4 SPF No.2 SLIDER Left 2 X 6 SPF 1650E 1.5E 2-2-6 REACTIONS (Ib/size) 7=89810-3-8,1=787/Mechanical Max Horz 1=500(load case 5) Max UpIM7=485(load case 4),1=-3820oad case 4) _ I FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-14851740,2-3=-1406(761.3-4=-11251508,4-1 0=1 0261510,5-1 0=-942151 8,5-11=-1201102.6-1 1=-1 1 111 1l,6-7=-1 811 6 BOT CHORD 1-9=-810(1292,8-9=321/546,8-12=321t546,7.12=3211546 i WEBS 3-9=-3851478,5-9=-263<1614,5-7=-91 11649 , t NOTES 1)Wind:ASCE 7.98;120mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed I end vertical left and right exposed;Lumber DCL=1.60 plate grip DOL=1.60. i 2)Unbalanced snow loads have been considered for this design. 3)All plates are 4x4 MT20 unless otherwise indicated. 4)`This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 1-0-0 wide will fit between the bottom chord and any other members. j 5)Refer to girders)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 362 It,uplift at joint 1. 7)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s)7. f 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)60 lb down and 19 lb up at 15-0-0.and 60 lb down ; and 19 lb up at 13-0-0 on top chord.The design/selection of such connection deAce(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ; LOAD CASE(S) OF 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert 1-s-70,1-a=20,8-12=-60,7-12=-20 TI L. Concentrated Loads(lb) Vert 10=-60(F)11-60(F) LaCHAPE E i 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 -4 i Uniform Loads(ptf) CNIL i Vert:1-0=-70,1-8=-20,8-12=-60.7-12=-20 Concentrated Loads(lb) Vert:10=60(F)11=-60(F) Q 3)Unbal.,Snow-Right.Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pli) + Vert:1-0=45,1-8=-20,8-12=-60,7-12=-20 I I Continued on page 2 13/06 r— Warning! —Verify design parameters and READ NOTES ON THIS AND INCLUDED NATIONAL LUMBER.REFERENCE PAGE NL-2 . A'a.it37::7/.lr? th:tr :�;at?Slic'ltt, _t.lej I (jSj;:Y-Yt12t) TLL-0164347 L:\Work2Q06\0601_Jan',0601018\Public SubmissionsZonstruction Documents\Trusses\060118 30288R RF INSTALL MA 1-13-06.pdf • Job Truss Truss Type - Qty Pty PACH'cC0 BLDG.-ROOF TRUSS - 30288R (601 MONO TRUSS I24 I 1 �, Reference(optional) Reliable Truss 3 Components,Inc.,New Bedford,MA,02745.Mark Pasquill 6.200 s Jan 10 2005 MiTek Industries,Inc.Thu Jan 12 18:34:17 2006 Page ,2 LOAD CASE(S) Concentrated Loads(lb) - Vert:10=-45(F)11=45(F) j 4)MWFRS Wind Left Lumber Increase=1.60,Plate Increase=1.60 i Uniform Loads(plf) Vert:16=62,1-7=-12 Hoe 1-6=-74,6-7=39 Concentrated Loads(lb) Vert:t 0=19(F)11=19(F) 5)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=39,1-7=-12 Horc:1-6=-51,6-7=-30 Concentrated Loads(lb) Vert:10=10(F)11=10(F) 6)MW FRS 1st W Ind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(ptf) Vert 1.6=62,1-7=-12 Horz 1-6=-74,6-7=39 Concentrated Loads Qb) i Vert:10=19(F)11=19(F) 7)MWFRS 2nd Wind Parallel:Lumber Increase=1,60,Plate Increase=1.60 Untfomt Loads(plf) Vert:1-6=30.1-7=-12 i Horz 1-6=-42,6-7=39 Concentrated Loads(lb) i Vert:1 0=7(F)11=7(F) , I j I i , , i i I I I , j I 01/13106 Warning!=Verify design parameters and READ NOTES ON THIS AND INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 g i1•`11??U?1I7:'T?r,r?('7�.'Y :LIcJYl ltc-''td. A (50,!,)339-45181(tX TLL-0164348 L:\Work2006\0601 Jan\0601018`,Public Submissions\Construction Documents\Trusses\060118 30288R RF INSTALL MA 1-13-06.pd Job Truss Truss Type - Qty Ply PACHECO BLDG.=ROOF TRUSS ! 30288R 602 MONO TRUSS - i 2 - i !Job Reference(optional) Reliable Truss&Components,Inc..New Bedford,MA,02745.Mark Pasquill 6.200 s Jan 10 2005 hATek Industries,Inc. Thu Jan 12 18:34.18 2006 Page, i - --- 1610-0 i 16-10-0 4x4 i! Scale=1:3521 11 4.00 i 12 - 11 . s I ;T 3 1 2 1q ; R 30211 - 3x4 -- .3u411 ,658 0-1.8 16-8-8 Plate Offsets LX 1�':. 1:0�EdgeL____ ------ --`� — - ------------- __J LOADING(psf pSPACING 2-0-0 CSI. I DEFL. n (lac) Vdefi L/d PLATES GRIP (Roof Snow=2 — TCLL 250) lates increase 1.15 i TC 0.23 Vert(LL) n/a n/a 999 MT20 197tI44TCDL I t(Roo 0,0 Lumber Increase 1.15 BC 0.22 Vert(fL) n/a - n/a999 i j BCLL 1p.0 Rep Stress Incr NO WB 0.10 I Horz(7L) 0100 12 n/a rva BCDL 10.0 Code BOCAIANS05 ; (Matrix) I I Weight:74 lb I LUMBER BRACING i TOP CHORD 2 X 4 SPF N0.2 TOP CHORD Sheathed or 6-0-0 oc pudins, except end verticals. BOT CHORD 2 X 4 SPF N0 .2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 SPF No.2 WEBS 1 Row atmidpt 11-12 OTHERS 2 X 4 SPF No.2 SLIDER Left 2 X 6 SPF 1650F.1.5E 0-11-13. REACTIONS (lb/s!ze) 12=101!16-8-8,1=101!16-",13=307/16-8-8,14=328116t3-8,16=278/16-8 ,17=190/16.8-8;18=184/16- ,19=157116.8-8,20=252;i6-8-8 Max Horn 1=500(load case 5) Max Uplift12=-68(load case 5),13=-129(load case 4),14=-135(lood case 4),16=-125(load case 4),17=111(load case 4),18=-131(load case 4),19=59(load case 4),20=-295(load case 4)j Max Grav12=101(load case 1),1=209(load case 5).13=307(load case 1),14=328(load case 1),16=278(load case 1),17=190(load rase 1),18=184(load case 1),19=157(load case 1), j 20=252(load case 1) FORCES Qb)-Maximum Compression/Maximum Tension TOP CHORD 1-2-375M,2-3=396/30,3-4=-316/16.4-5=-294/20,5-6=-256/19,6-7=-221124,7-8=-214/31,8-21=-184/53,9-21=-1 8215 8,9-22=-1 52193, 10-22=-148192.10.1 1=-9819 8;11-12=-52/85 BOTCHORD 1-20=-971120,19-20=-97M20,16-19=-97/120,17-18=-97,'120,17-23=-97/120;16-23=-97/120,15-16=-97r120,14-15=-971120, 13-14=971120,12-13=-971120 WEBS 10-13=-183,"157,9-14=-20911 7 9,8-16=-1571143,6-17=-135il38,5-18=144/150,4-19--1261100.3-20=-186/272 NOTES 1)Wind:ASCE 7-98;120mpb;h=25ft;TCDL=6.Opsf;BCDL=6.0pst Category 11;F-ip C;enclosed:MWFRS gable end zone;cantilever left and right exposed :end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. - 1 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)Unbalanced snow loads have been considered for this design. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-M oc. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chored in all areas where a rectangle 3-6-0 tali by 1-0-0 wide will fit between the bottom chord and any other members. .�y� OF eQ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 68 Ib uplift at joint 12,129 Ib uplift at joint 13.135 Ib uplift at joint 14,125 Ib uplift at joint 16.111 Ib uplift at joint 17,131 Ib uplift atjoint 18,59 Ib uplift atjoint 19 and 295 Ib uplift at joint 20. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)60 Ib down and 19 lb up at 15-0-0,and 60 Ib down TIMOTHY L . and 19 It,up at 13-U on top chord.The design/selectior,of such connection device(s)is the responsibility of others. tf> 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LaCHAPELLE LOAD CASE(S) 0 G L Ca 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 (}, Uniform Loads(plf) _ Vert;1-11=-70,1-23=-20,12-23_=-60 Concentrated Loads Qb) Vert:21=£0(F)22=-60(F) fi Continued or.sage 2 _ 13/06 - Warning! —Verify design parameters and READ NOTES 4N THIS ANDT h0A INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 I :�`rttiU wl Llfniher NInmJial.f, 1.4 r (?5 % 9-S020 (508)334-4513.1rx TLL-0164349 L-\WOrk2O06\0601—Jan\0601018\Public Submissions\Construction Documents\Trusses\060118 30288R RF INSTALL MA 1-13-06.pdf ui Job Truss Truss Type - - - Qry Ply i PACNECO 5LUG.-ROOF TRUSS 30288R �602 MONO TRUSS 12 11 i I _ _ Job Reference(optic.^.a11 Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill - 6.200 s Jan 10 2005 MiTek Industries,Inc.Thu Jan 12 18:34:18 2006 Page 2� i i i LOAD CASE(S) 2)Unbal.Snow-Left Lumber Increase=1.15.Plate Increase=1.15 Uniform Loads(plf) Vert:1-11=-70,1-23=-20,12-23=-60 i Concentrated Loads(Ib) I Vert:21=-60(F)22=60(F) i 3)Unbal.Snow-Right Lumber Increase=1.15.Plate Increase=1.15 I Uniform Loads(pif) a' Vert 1-11=+15,1-23=20.12-23=-60 Concentrated Loads(lb) Vert:21=-45(F)22=-45(F) 4)MWFRS Wind Left:Lumber Increase=1.60,Plate Ircrease=1.60 Uniform Loads(plf) Vert:1-11=62.1-12=-12 Horz 1-11=74,11.12=39 i Concentrated Loads(lb) Vert:21=19(F)22=19(F) I 5)MWFRS Wind Right Lumber Increase=1.60,Plate increase=1.60 Uniform Loads(plf) Vert:1-11=39,1-12=-12 Horz:1-11=-51,11-12=-30 • - Concentrated Loads(lb) Vert:21=10(F)22=10(F) 6)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Unffomm Loads(pif) Vert:1-11=62,1-12=-12 Hoe 1-11=-74,11-12=39 Concentrated Loads Qb) Vert:21=19(F)22=19(F) 7)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-11=30,1-12=12 Horz:1-11=-42,11-12=39 I Concentrated Loads(lb) Vert:21=7(F)22=7(F) f i i I j i 01/13/06 L Warning! -Verify design parameters and READ NOTES ON THIS AND INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 at,urcrlLumber 'vl!lrstiekr AIA (50S)3,'9-8020 (508)339-43?,4.lrrx 7LL-0164350 L:\Work2006\0601_Jan\0601018\Public Submissions\Construction Documents\Trusses\0601 1 8 30288R RF INSTALL MAJ-13-06.pdf f Job T"Iss Truss Type Qty Ply PACHECO BLDG.-ROOF TRUSS. l 30288R 1KINGP05T 5 I 1 i - I - __ _ _ IJobReterence(apiiaial) Reliable Truss 8 COMPonents,Inc.,New Bedford,-MA,02745.Mark Pasquill .- 6.200 s Jan 10 2005 MiTek Industries,Inc. Thu Jan 12 18:34:18 2006 Page 1 5-2-10 10-5-3 5-2-10 5.2.10 j axa scale=1:21.91 1 re v BC BEVEL:71.6 5-0 I i s.ao.rr2 i I _ ST1) 1 a i 1 ' - 3 j - I? --- p I— ---- —10-5-3 10-5-3 LOADING(psf) i SPACING 2-M CSI DEFL in (loc) Well L!d PLATES GRIP I TCLL 40.0 Plates Increase 1.15 I. TC 0.59 Vert(LL) n/a - n,'a 999 MT20 197/144 TCDLSnow 400o Lumber Increase 1.15 BC 0.12 Ver,(TL) We ria 999 BCLL 0.0 ( Rep Stresslncr YES i WB 0.08 Horz(TL) 0.00 3 n/a nra i BCDL 10.0 I Code BOCAtANS195 (Simplified) Weight:28In. j LUMBER BRACING' TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 cc purlins. {BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. OTHERS 2 X 4 SPF No.2 • i r REACTIONS ob!size) 1=326110-5-3.3=326110-5-3,4=482J10-5-3 Max Horz 1=177(load case 5) Max Upliftl=-129(load case 6),3=-150(load case 7),4=-105(load case 6) Max Grav 1=412(load rase 2),3=4120oad case 3),4=482(load case 1) j t FORCES (lb)-Maximum Compression/MaAmum Tension TOP CHORD 1-2=-77l117,2-3=-77181 BOTCHORD 1-4=44180,34=44l80 WEBS 24=-3871162 NOTES 1)Wind:ASCE 7-98;120mph;h=25ft;TCDL=6.Cpsf;BCDL=6.Opsf:Category It;Exp C;enclosed:M W FRS gable end zone;cantilever left and right exposed :end vertical left and right.exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)Truss designed forwind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" i 3)Unbalanced snow loads have been considered for this design. 4)All plates are 2x4 MT20 unless otherwise Indicated. 5)Gable requires continuous bottom cord bearing. 6)Gable studs spaced at 4-M cc. i 7)'This truss has been designed for a live lead of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the, bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 129 lb uplift at joint 1,150 lb uplift at joint 3 and 105 lb uplift at joint 4. LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Vert 13 20,1-2=-100,2-3=-100 �. 1 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 y Uniform Loads(plf) Vert:1-3=20,1-2=-140,2-3=-20 TIMOTHY�• fiN I . 3)Unbal.Sno w-Right Lumber Increase=1.15,Plate Increase=1,15 L C ��Uniform Loads(plf) i - Vert:1-3=-20,1-2=-20,2-3=-140 4)MWFRS Wind Left Lumberincrease=1.60,Plate,lncrease=1.60 " Uniform Loads(plf) Vert:1.3=12,1-2=18,2-3=37 HorL 1-2=6,2-3=49 5)MWFRS Wind Right Lumber Increase=1.60,Plate Increase=1.60 �q Continued on page 2 _ 1 3r j 06 Warning! —Verify design parameters and READ NOTES ON THIS AND —�- a V �:p � `�-•,----! INCLUDED NATIONAL LUMBER REFERENCE RAGE NL-2io " # 50S c-.f 0r ))33)-4518 JrrS I 3 ..crliirnrt Z,rrrih,rr LF:rnsti�a... .lt-3 f.,,,SJ.i.i./ 1�(1 r�=Ja TLL-0164351 —L:\Work2006\0601-Jan\0601018\Public Submissions\Construction Documents\Trusses\0601 1 8 30288R RF INSTALL MA 1-13-06.pdf Job Truss j Truss Type I Qa I Ply PACHECO BLDG.-ROOF TRUSS I 30288R 700 'KINGPOST Ii5" 1 I _ 1 Job Reference_(op=ional) Reliable Truss&Components,Inc..New Bedford,PAN 02745.Mark Pasquilll 6.200 s Jan 10 2005 bliTek industries,.Inc. Thu Jan 12 18:34:18 2006 Page 2 i LOAD CASE(S) i Uniform Loads(pit) Vert:1-3=12,1-2=37,2-3=-16 j Horz 1-2=49,23=-6 6)P/.WFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=t,60 j Uniform Loads(ptf) Vert:13=-12,1-2=62,2-3=30 Harz 1-2=-74,2-3=42 7)N*,AJFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-12,1-2=30.23=62 i Harr.1-2=42,2-3=74 • i , I j i I . i i i i F i r i I - i 01/13/06 (--- Warning! -Verify design parameters and READ NOTES ON THIS AND INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 ,,rlioe;,' Lumber Man.v'eitf. .vt! t5OSj, -8020 t50:�j3tJ-4.)t<�',,r.z TLL-0164352 Ukwork2006\0601_Jan\0601018\Public Submissions\Construction Documents\Trusses\060118 30288R RF INSTALL MA 1-13-06.pdf Job Truss Truss Tyne Qty i Ply—rPACHECO BLDG.-ROOF TRUSS 30288R 7C1 jKINGPOST 15 1 __ _j Job References tional Reliable Truss&Components,Inc..New Bedford,MA,02745.Mark Pasquill � 6.200 s Jan 10 2005 MiTek Industries,Inc. Thu Jan 12 18:34:18 2006 Page 1 1 } -- 4-2-10 — 8-5-3 I 4-2-10 4-2-10 i 3x4= - Scab=1:17.6 z BC BEVEL:71.6-5-0 1 - 11(10 1-2 3 B1 i 8-5-3 -- —� 853 Plate Offsets LOADING 40.0(ps SPACING 2-0-0 C51_ DEFL in Qoc) Adefl Ud PLATES GRIP (RoofCLL now 40 T .0 Plates increase 1.15 TC 0.35 Vert(LL) are n/a 999 MT20 197/144 Lumber Increase 1.15 BC 0.31 Vert(TL) nla nla 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 nta nta BCDL 100 Code BOCAIANS195" i Weight:201h (Simplified} LUMBER BRACING I TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc pudins. I BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 0o bracing. 1 REACTIONS (Ib/size) 1=447/8-5-3,3=447,8-5-3 Max Horz 1=140Qoad case 5) Max Upliftl=-143(load case 6.1,3=-14321oad case 7) _ Max Grav 1=4840oad case 2),3=484(load case 3) FORCES (lb)-Maximum CompressionrMax imum Tension TOP CHORD 1-2=3331178,2-3=-333/178 BOT CHORD 13=-95/277 NOTES 1)Wind:ASCE 7-98;120mph;h=25ft:TCDL=6.Opsf;BCDL=6.Opsf:Category 11;Fop C;enclosed;MW FRS gable end zone;cantilever left and right exposed ;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)Unbalanced snow loads have been considered for this design. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4.0-0 oc. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8)Provtde mechanical connection(by others)of truss to bearing plate capable of withstanding 143 lb uplift at joint 1 and 143lb uplift atjoint 3. LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-20,1-2=-100,2-3=-100 OF A I 2)Unbal.Snow-Leib Lumber Increase=1.15,Plate Increase=1.15 + Uniform Loads(pif) Vert 1-3=-20.1-2=-140,2-3=-20 3)Unbal.Snow-Right:Lumber increase=1.15,Plate Increase=1.15 ® TnMO Y L. G Uniform Loads(plo ; Vert:13=-20,1-2=-20,2-3=-140 LaCH ELLS 4)MW FRS Wind Let:Lumber Increase=1.60,Plate Increase=1.60 - - 0 CIVIL - Uniform Loads(pit) Vert 1-3-12,1-2=18,2-3=37 Horz:1-2=6,23=49 Q 5)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 - Continued on page 2 13/06. darning! -Verify design parameters and READ NOTES ON THIS AND -- — ---� INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 r 4`tttir�n,tl.Lt+r:rt�x blctn.tr f t505'j339-020 r`Occj3{c)-f t,4jilr --. I TLL-0164353 L:\Work2006\0601—Jan\0601018\Pubiic SubmissionsZonstruction Documents\Trusses\0601 1 8 30288R RF INSTALL MA 1-13-06.pdf • Job Truss Truss Type city (Ply PACHECO BLDG.-ROOF TRUSS 30288R 701 KINGPOST 5 I t 1 Job Reference optional) ` Reliable Truss&Components,Inc..New Bedford,MA,02745.Mark Pasqulll - - 6.200 s Jan 10 2005 MITek Industries,Inc. Thu Jan 12 18:34:18 2006 Page 2� LOAD CASE(S) Uniform Loads(pff) i Vert:13=-12,1-2=37,2-3=-18 I Horn.1-2=d9,2-3=-6 6)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate increase=1.60 Uniform Loads(pit) i Vert:13=-12,1-2=62,2-3=30 Ho¢1-2=-74,23=42 7)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 j Uniform Loads(plf) Vert:1-3=-12,1.2=30,23=62 Horz:1-2=-42,23=74 , I � I i i r I r t j ( , I j _ f I I i I • i , I i i Ir i i 01/13/06 Warning! -Verify design parameters and READ NOTES ON THIS AND INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 ,�VASM" AntiOnal Lumber Wor, deed, Nfrl (508)'39-802t) TLL-0164354 L work2006\0601_Jan\060101&\Public Submissions\Constiuction Documents\Trusses\0601 1 8 30288R RF INSTALL MA 1-13-06.pdf Job Truss Truss Type - Oty Ply ` PACHECO BLDG,-ROOF TRUSS i 30288R 702 KINGPOST 5 Job Reference(oRlionatl ~Reliable Tmss&Components,Inc..New Bedford,MA,02745.Mark Pas quill 6.200 s Jan 10 2005 MiTek industries,Inc. Thu Jan 12 18:34:19 2006 Page 1 s F — 3-2-10---------- ------ 6-5-3 ------- I 3 2 10 3-2-10 3x4= ---- ------1 i I 2 BC BEVEL:71.6-5-0 i 8.00(>Z 87 i 6-5-3_ 6-5-3 j Plate Offsets KY): I2:0-2—_4,—Egg a1___ — _ -- -. -----_ - LOADING(psf) SPACING 2-0-0--- — CSI=--7 'DEFL in (loc) I/dell Ud PLATES GRIP . ---~ TCLL . 40.0 1 Plates Increase 1.15 TC 0.17 Vert(LL) n/a Na 999 I MT20 1971144 vr(RoofSno =40.0) Lumber Increase 1.15 BC 0.17 Vert(TL) n/a. nla 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a i 1 . i BCLL 0.0 1 Code BOCA/ANSl95 Simplified i Weight:15lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc pudins. i BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I l REACTIONS Obtsize) 1=32716-5-3,3=327/6-53 , Max Harz 1=-103(load case 4) Max Upliftl=-1 05(load case 6),3=-105r1oad case 7) Max Grav 1=354(load case 2),3=354(lead case 3} FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-243i130,2-3=-243/130 BOT CHORD 1-3=-69/202 NOTES 1)Wind:ASCE 7.98;120mph;h=25ft;TCDL=6.Opsf.BCDL=6.Opsf:Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed ;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" _ 3)Unbalanced snow bads have been considered for this design. 4)All plates are 2x4 M720 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. !6)Gable studs spaced at 4-0-0 oc. i 7),This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 1.0-0 wide will fit between the j bottom chord and any other members. 8)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s)1 and 3. LOAD CASE(S) _ 1)Snow:Lumber increase=1.15.Plate Increase=1.15 Uniform Loads(pit) Vert:1-3=20,1-2=100,2-3=-1C0 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate increase=1.15 �A 0 Uniform Loads(pff) ' Vert:1-3=-20,1-2=140,2-3=-20 13)Unbal.Snow-Right Lumber Increase=1.15,Plate Increase=1.15 (j � � j Uniform Loads(plf) ,y 1�11 i Vert:13=-20,1-2=-20,23=-140 L ESL t !4)MW FRS Wind Let.Lumber Increase=1.60,Plate Increase=1.60 Q } --L Uniform Loads(plf) L3 Ln I Vert:1-3=12 1-2=-18,2-3=37 .30 Horz:1-2=6 2 3=49 5)MWFRS Wind Right Lumber Increase=1.60,Plate Increase=1,60 { j {. L Continued on page 2 3/06. Warning!.—Verify design parameters and READ NOTES ON THIS AND ;---" INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 (r 1 aiio< ,,,d Lanlho, Wcrn.t?i<tltf. ,lie! (50,tj-30-8020 (508)3;4-4`5IS'fax ttt —i TLL-0164355 L:\Work2006\0601-Jan\0601018\Public Submissions\Construction Documents\Trusses\060118 30288R RF INSTALL MA 1-13-06.pdf , u Job Truss I Truss Type Qty Ply I PACHECO BLDG.-ROOF TRUSS - 30288R ;702 j KINGPOST 5 I 1 i I _ Job Reference(optional; Reliable Truss&Components,Inc..New Bedford,MA,02745,Mark Pasquill 6200 s Jan 10 2006 MiTek Industries,Inc.-Thu Jan 1218:34:19 2006 Page 2 1 I LOAD CASE(S) Uniform Loads(plf) Vert:1-3=-12,1-2=37,2 Horc 1-2=-49,2-3=-6 i 6)MIWFRS 1st Wind Parallel:Lumber tncrease=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=12,1-2=62,2-3=30 Horc 1-2=-74,2-3=42 7)MWFRS 2nd Wind Parallel Lumber Increase=1.60,Plate lacrease=1.60 Uniform Loads(plf) i Vert:13=-12.1-2=30,2-3=62 Horn.1-2=-42,2-3=74- j I i r, • i 01/13/06 Warning! —Verify design parameters and READ NOTES ON THIS AND � INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 A'alic;nal'Lumber I fr.•sii;:c% 1.4 0S1 9-8020 508 ;t94 18/ux TLL-0164356. L:\Work2006\0601_Jan\0601018\Public Submissions;Construction Documents\Trusses\060118 30288R RF INSTALL MA 1-13-06.pdf ' Job Truss Truss Type Qty Ply I PACHECO BLDG.-ROOF TRUSS. 30288R 703 I KINGPOST 3x4= I5 1 Job Reference o tioraI1 - r Reliable Truss d Components,"Inc..New Bedford,IvtA,02745.Mark Pasquill - 6.200 s Jan 10 2005 IA Fek IRdustries,Inc. Thu Jan 12 18:34:19 2006 Pace i 2 4_5-3 2-2.10 2-2-10 i I BC BEVEL:71.6-5-0 8.00,12 _ i ^ 3 ! I i ! i • / _ _ i ! 61 I I I i I 4-5-3 ----- --- — 45-3 Plate Offsets(& L 2_0-2-0 E_dgel.- __---- _--- — —_-_- —-— — LOADING(psfl TCL 400— SPACING 2-" CSI ( DEFL in Ooc). I(deP Ud PLATES GRIP (Roof Snow=40.0) Plates increase 1.15 I TC 0.05 Vert(LL) It's _ nla 999 MT 20 197/144 TCDL 10.0 I Lumber Increase 1.15 BC 0.07 i Vert(iL) n/a n/a 999 { i BCLL 0.0 Rep Stress!ncr YES ! WB 0.00 I Horz(lt) 0.00 3 n a nr'a CodeBCDL 10.0 de BOCArANS195 ( (Simplified) ! Weight]Olb LUMBER BRACING .I TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 4-5-3 oc pudins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0:oc bracing, j , I • I. REACTIONS Outsize) 1=20774-5-3,3=20714-5-3 Max Horz 1=-Mload case 4) Max Upliftl=-66(load case 6),3=-66(load case 7) " Max Grav 1=224Ooad case 21,3=224Ooad case 3) " FORCES (lb)-Maximum CompressionlMaximum Tension 1-2=-153182,2-3=-153/82 ! ITOPCHORD BOT CHORD 1-3=-431127 I NOTES 1)Wind;ASCE 7-98;120mph;h=25ft:TCDL=6.0psf;BCDL=6.0psf:Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed ;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. i 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)Unbalanced snow loads have been considered for this design. 4)Ail plates are 2x4 MT20 unless otherwise indicated. {5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-M wide will fit between the bottom chord!and any other members. 8)One H2 5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at it(s)1,and 3. LOAD CASE(S) l .1 1)Snow:Lumber Increase=1.IS,Plate Increase=1.15 I Uniform Loads(plf) 2)UmbaLSnow-Left:Lumber Increaser--1.15,Plate Increase=1.15 .'Vs Uniform Loads(pif) Vert 1-3=20,1-2=-140,2-3=-20 �. 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1,15MOTY(,, G Uniform Loads ` La CHAP LLE I Vert:1-3=-=-20,1-2=-20,2-3=140 +� .�{ 4)MWFRS Wind Left:Lumber increase=1.60,Plate Increase=1.60 0 CIVIL 4 I �; Uniform Loads(plf) Vert:1-3=12,1-2=-18,2-3=37 " Horz:1-2=6,2-3=49 5)MWFRS Wind Right Lumber Increase=1.60,Plate Increase=1.60 - eC' I Continued on page.2 ----_-- — 1 a7/®(d 1 Yarning! -Verify design parameters and READ NOTES ON THIS AND-— INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 � � i�:7ttcai2[tr` t?nt�c'r •lnr.:�!iaicf :bt,{ t 08)„9-3020 (508);;4-415?.rft1X _ .`.:..::_.�.•-�.-"� TLL-0164357 L:\Work2006\0601_Jan\0601018\Public Submissions\Construction,Documents\Trusses\060118 30288R RF INSTALL MA 1-13-06.pdf LIOR"i Truss Tmss Type. . iQty Ply PACHECO BLDG.-ROOF TRUSS 8R 703 KINGPOST j5 1 1 i _ __ _1 ! JobReferenceSable Truss&Components,Inc-New Bedford,MA,02745,Miarl Pasquill � - 6.200 s Jan 10 2005 Mfiek Industries,-Inc. Thh Jan 12 13:34:19 2006 Page 2 LOAD CASE(S) Uniform Loads(plf) Vert:1-3=-12,1-2=37.2-3=-18 Hoe 1-2=-49,2-3=3 - 6)NIWFRS 1st Wind Parallel:Lumber lncrease=1.60,Plate increase=1.60 Uniform Loads(plf) i Vert:1-3=12,1-2--62,2-3=30 Horz 1-2=-74,2-3=42 7)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:13=-12,1.2=30.2-3=62 Hoe 1-2=-42,23=74 I 1 I - i � I i R I i ®1»3/06' Warning! -Verify design parameters and READ NOTES ON THIS AND INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 lrr?iunrllLrrrrhar_ W<r< ?-airs. 1>1 (5{?,S) Yt1 (?l- { vt?tt)_4 1,4;Jirx _ J TLL-0164358 L:\V'dork2006\0601_Jan\0601018\Public Submissions\Construction Documents\Trusses\060118 30288R RF INSTALL MA 1-13-06.pdf a i Job Truss Truss Type 4Oty —1-ply PAC HECO BLDG.-ROOF TRUSS 30286R 704 KfNGPOST. - 5 i 1 I i Job Reference o tiona!1 ( _ Reliable Truss&Components,Inc..New Bedf ,hiN,02745.Mark Pas—q 6.200 s Jan 10 2005 hiiTek Industries,Inc. Thu Jan 12 iT34:19 2006 Page 1 2 2-5-3 - 3 1.2-10 1-2-8 Scale=,:S.eI 8.001,2 BC BEVEL:71.6-5-0 i g, I ?I 4 i I --- -- 2-5-3-- -- 2-53. __Elate Otfse_ts CX _210JEdgel__—- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES. GRIP TCLL 40.0 Plat es increase 1.15 TC 0.00 Vert(LL) n/a rla 999 MT20 1971144 (Roof Snow=40.0) Lumber Increase ti 1.15 BC 0.01 Vert(iL) n/a n/a 999 e TCDL 10.0 Rep Stress Iner YES WB 0.00 Horz(I.) 0,00 3 n/a n/a BCDL 10.0 Code BOCAJANSI95 —L (Simplified) Weight 51b I LUMBER BRACING j TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2-5-3 oc pudins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1 REACTIONS (lb/size) 1=60r'2-5-3,3=60,"2-5-3 Max Herz 1=28(load case 5) Max Upl'rftl=-17(load case 7),3=-17(load case 6) Max Grav 1=65(load case 2).3=650oad case 3) i FORCES (lb)-Maximum CompressioriMaximum Tension TOP CHORD 1-2=35/22,23=-35/22 BOT CHORD 1-3=11/25 - NOTES C`tl 1)Wind:ASCE 7-98;120mph;F=25ft:TCDL=6.Opsi:BCD:=6.Opsf:Category il;Exp C;enclosed;MW FRS gable end zone;cantilever left and right exposed ;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)Unbalanced snow loads have been considered for this design. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)-This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-&0 wide will fit between the bottom chord and any other members. 8)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s)1 and 3. i LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pI0 Vert:1-3=20,1-2=100,2-3=-100 OF A 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pif) 9Lry Vert:1-3=-20,1-2=-140,23=-20 3)Unbal.Snow-Right Lumber Increase=1.15,Plate Increase=1.15 Q TIMOTHY L. yGN Uniform Loads(pit) L aCHAPE E Vert:1-3=20,1-2=-20.23=-140 4)MW FRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 0 CIVIL Uniform Loads(Pit) Vert:13=12,1-2=18,2-3=37 - Horz 1-2=6,2-3=49 Q 5)MWFRS Wind Right Lumber Incxease=1.60,Plate Increase=1.60 ! Continued on age 2 _ 13/06 Warning! -Verify design parameters and READ NOTES ON THIS AND INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 i lie ' :\crtir>ncrr Z,Irnth�:r Llcfnslirrici, :11-t r, ).� i-3.1 r�.Jr)_ i TLL-0164359 L:\'Ajork2006\0601_Jan\0601018\Public Submissions\Construction Documents\Trusses\060118 30288R RF INSTALL MA 1-13-06.pdf Job Truss j Truss Type O:ry Ply PACHECO BLDG.-ROOF TRUSS i 302r 88R lOd tCNGPOST Job Reference(o i�'�.onall - I Reliable Truss&Components,Inc..Nevv Bedford,M4,0274K Mark Pasquill 6.200 s Jan 10 2006 MiTek Industries,Inc.Thu Jan 12 18:34:19 2006 Page 2 I LOAD CASE(S) Uniform Loads(plf) Vert:1.3=12,1-2=37,2-3=-18 Hors 1-2=A9,2-3=-6 6)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(ptf) Vert:1-3=-12,1-2=62,2-3=30 Hoe 1-2=-74,2-3=42 i- 7)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert 1-3=-12,1-2=30,2-3=62 Horz:1-2=A2,2-3=74 I I i i . 1 i 1 1 I I I 1 1. i I I • L 01/13/06 Warning!! —Verify design parameters andiEAD NOTES ON THIS AND,. ---- -- — -----� INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 A.tlt;Y.;iT>t>thc'r M.iYltrrl?. �1 ('153 %-:)() (l (ifj:C)?ji)-4. 18i1t'X — — TLL-0164360 L:\Work2006\0601—Jan\0601018\Public Submissions\Construction Documents\Trusses\06011830288R RI=INSTALL MA 1-13-06.pdf I Job Truss Truss Type (Dry Ply PACHECO BLDG.-ROOF TRUSS , 30288R 900 iKINGPOST 15 � -- i 2 ijob Reference L tional) - Rslleble Truss&Components.Inc..New Bedford,MA,02746,Mark Pasquill 6.200 s Jan 10 2005."A I ek Industries,Inc. Thu Jan 12 18:34:19 2006 Page'1 6 q-p 12-0-0 6-0-0 - I 6•0-0 Srale=1:26.81 2 ' ( a.00f2 i I t t —�- LUS26 - LUS26 5 4 G LUS26 300 i1 LUS26 . LUS26 6-0-0 6-M j Plate Offsets LX1)5_-t 0-5-88 Edgej j3:0 5.8 Ede LOADING(psf) SPACING 2-0-0 CSI --_ —I--- DEFL -- in (Iec} Ildefi tJd^----PLATES GRIP = _ (Roof Snow=25.0) Plates Increase 1.15 TC 0.50 Vert(LL) 0.07 1-4 >999 240 M720 197,1144 TCDL 10.0 Lumber Increase 1.15 BC 0.52 Vert(TL) -0.09 1-4 >999 180 BCLL 0.0 Rep Stress Incr NO I W B 0.39 I Horz(TL) 0.01 3 nla n/a BCDL 10.0 Code 90GAAN595 (Matrix) Weight 101 lb I, LUMBER BRACING i I TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc pudins, i BOT CHORD 2 X 6 SYP M 23 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 SPF No.2 I WEDGE {Left:2 X 4 SPF No.2,Right:2 X 4 SPF No.2 I . REACTIONS (lb/size) 1=2458/G58,3=2458/0-5-8 Max Harz 1=238(load case 5) Max Uplift1=-1336(load case 6),3=-1336(load case 7) FORCES (lb)-Maximum CompressioriMaximum Tension TOP CHORD 1-2=-3171/1759.2-3=-317111759 BOT CHORD 1-5=-1329/2494,4-5=-132912494,4.6=-1329/2494,3-6=-1329/2494 WEBS 2.4=-1727/3194 NOTES 1 1)2-ply truss to be connected together with 0.131")0'Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 cc. ' Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 dc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Pry to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-98;120mph:h=25fT,TCDL=6.Opsf.BCDL--6.Opsf;Category II:Exp C:enclosed;MW FRS gable end zone;cantilever left and right exposed end vertical left and right exposed;Lumber DCL=1.60 plate grip DOL=1.60. 4)Unbalanced snow loads have been considered for this design. 5)All plates are 4x10 MT20 unless otherwise indicated. 6)'This truss has been designed fora live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1.0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1336lb uplift at oint 1 and 1336 lb uplift atJoint 3. �� 8)Girder carries tle-In span(s):24-0-0 from 2-0-0 to 10-0-0 9)Use Simpson Strong-Tie LUS26(Case 2)or equivalent spaced at 2-0-0 oc max sterling at 2-0-0 from the left end to 10-0-0 to connect truss(es)???0 �C ply 2 X 4 SPF)to front face`of bottom chart Q T T }Y L, r✓ 10)Fill all nail holes where hanger is in contact with lumber. —^ --- -� LOAD CASE(S) CIVIC, -1 1)Snow:Lumber Increase-1.15.Plate Increase=1.15 Uniform Loads(plf) Q. I' Vert:1-5=-20,5-0=-505 F=-4i35,3-6=-20,1-2=-70,23=-70 12)Unbal.Snow-Left:Lumber tncrease=1.15.Plate Increase=1.15 a Uniform Loads(pin + Vert:1-5=20,5-6=505(F=485),3-8. 20,1-2=-82,2-3=-20 Continued on 9 3/06 page 2 r _ t -- Warning! Verify design parameters and READ NOTES ON THIS AND INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 . j : Gntik,rcr{ rrr!➢:c:Y' licnsfi..>It�, Lff (50,S)_ 9-020 (508)3 9-4 181ftX ' TLL-0164361 L:\Nlork2006\0601_Jan\0601018\Public Submissions\Construction Documents\Trusses\060118 30288R RF INSTALL MA 1-13-06.pdf ��_ Job i Truss Truss Type Qy. Ply I PACHECO SLDG.-ROOF TRUSS —� 30288R 500 KINGPOST 2 Job Reference foptionall __ Reliable Trss&Components,Inc..New Bedford,.MA,02745.Mark PasGuill 6.200 s Jan 10 2005 MiTek Industries,Inc. Thu Jan 12 18:34:19 2600 Page 2"I LOAD CASE(S) i 3)Unbai.Snow-Right Lumber increase=1.15,Plate Increase=1.15 Uniform Loads(pif) Vert:1-5=-20,5-6=-505(F=-485),3-6=-20,1-2=-20,2-3=-82 4)MWFRS Wind Left Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) f Vert:15=-12,5-6=268(F=280),3-6=-12,1-2=-18,2-3=37 Horz 1.2=6,2-3=49 ` 5)MWFRS Wind Right Lumber Increase=1.60,Plate Increase=1.60 Uniform.Loads(plf) Vert:1-5=-12,5-6=268(F=280),3-6=-12.1-2=37,2-3=-18 i Horz 1-2=-9,25=-6 6)MLNFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 i Unifonn Loads(plf) j Vert:15=12,55=268(F=280),3-6=-12,1-2=62,2-3=30 j Hoz 1-2=-74,2-3=42 7)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 i Uniform Loads(plf) Vert:1-5=-12,5-6=268(F=280),3-6=-121 1-2=30,2-3=62 j Horc 1-2=-42,2-3=74 L I I . i. I i I I j I I I I i ' I i r S 01/13106 Warning# —Verify design parameters and READ NOTES ON THIS AND INCLUDED NATIONAL LUMBER. REFERENCE PAGE NL-2 �rr?irJralfvnih<x, Wi nvield Mr! i50S)..r)-8020 (508)3t9-4518fc?X I 1 TLL-0164362 L:\Work2006\060i_Jan\0601018\Public Submissions\Construction Documents\T,russes\060118 30288R RF INSTALL MA 1-13-06.pdf Job !Truss Truss Type i Oty 1 ply PACHECO BLDG.-ROOF TRUSS 130288R I501 iMONO CAL HIP G 1" ob ReferenR2_(2ptiora!) �-- I 6.200 s Jan 10 2005 M1fiTek Industries,Inc. Thu Jan 12 tII:34:20 2C06 Paget 7 l Fnaiable Truss&Cwnpenents,Inc..New Bedford,MA,02745.Mark - - _ 3-113 8-11-7 1"-P 13.10-14 18-10-6 25-1-8 - -- ---i- -----1= --------- 3-11-3 54)-4 4-11-7 4.11-8 6-3-2 I' Scale=1:43.51 - 5 I- - 4x12 l 4.00112 5x0= 3x8= .. 4. - 5'�,�� 82 . 1 - ----- I I, i _ 4.10 10 , 4x8 1i 8x8= 6x12-- ..6xa l .'5.8= ; 18-10-6 25-"_ i - 0-8-0 14.9-7 _ -r 3-4-15 -� 63-2 Plate Offsets 0:0 3-8.0 a OL- ----- - -- -- ------- __ -- - --- --- LOADING rpsF SPACING 1-4.0 CSI DEFL n (loc) Vdefl L/d i PLATES' GRIP I(RoofSnow=250} Platesincrease 1AS j TC 092 Vert(LL) 0.57 9 >520 240 -, MT20 197;144 - Lumber Increase. 1:15.; BC 0.87 I Vert(TL) '-0.77 9 >366 180 i TCDL 15.0 Rep Stress lner NO ! W 8 0.84 I Horz(TL) 0,07 7 nla n a !BCDL 10.0 Code BOCAtANSl95 (Simplified) _-- _ I 'height 276lb LUMBER - BRACING TOP CHORD 2 X 45PF No.2'Excepi' TOP CHORD , Sheathed or 3-1-2 cc pudins. except end verticals. T2 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 9-04 cc bracing. BUT CHORD 2 X 8 SYP M 23 WEBS 1 Row at midpt 5-7 WEBS 2X4 SPF No.2 WEDGE Left 2 X 3 SPF No.2 I a} Y I REACTIONS (Ib/size) 7=406710-3-8,1=4067iO-5-8 § i ` h - Max Herz i=[07t(ead case SiMax Uplift7=-2343(load case 4),1=-2029(load case 4) FORCES (lb)-Maximum CompiessionlMaximum Tension TOP CHORD 1-2=-902714502,5-6=-77P23.:6 7=163i126,2-3=-8638i4342,3.4=-14330A157,4-5=-1433or716'L l r- BOTCHORD 1-10=4216?8347,9-10=-6140i12027,8-9=-4060,7924,7-8=-4060R924 WEBS 5-7=-827414292,2-10=-1447,3033,4-9=-25311.99.3-9 -1077,12423,3-10=-3577/1884,5-9=-330816844. i NOTES 1)2-ply truss to be connected together with 0.131"x3"Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 cc. +' Bottom chords connected as follows:2 X 8-2 rows at 0-9-0 oc. j V iWebs connected as follows:2 X 4-1 row at 0-9-0 cc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections4 have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-98;120mph;h=25ff;TCDL=6.Opsf,BCDL=6.opsf,Category II:E�C;enclosed;Il4W FRS gable end zone;cantilever left and right exposed.,' end vertical left and right mposed;Lumber DOL=1.60 plate grip DOL=1.60. 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 1020 unless otherwise indicated. OF 1 7)*This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chard and any other members. 8)Provide mechanical connection(by others)of trios to bearing plate capable of withstanding 2043 lb uplift at joint 7 and 20291b uplift at joint 1: `°� ', I LOAD CASE(S) t 11 T L. ; 1)Snow:Lumber Increase-1.15,Plate Increas 1 15,. * � Uniform Loads(pff) , 0 f;IVI � Vert 1-2=53 5-0 53 1 7=-275(F 262)2 s=53 0 2)Ur,bal.Snow-Left:Lumber increase=1.15,Plate increase=1.15 (?•*0 Uniform Loads,(plf} Vert 1-2=53.5-6=-53 7 275(F 262}2.5=-53 �. 3)Unbal.Snow Right Lumber Increase=105 Plate Increase=1.15 fi Un'rform Loads(plf} Vert:1-2=37,5-6=-37.1-7=-275(F=262),2-5=-53 Cant rued cn paae 2 _ r 1 3/06_-j Warning! Verify design parameters and READ NOTES ON THIS AND INCLUDED NATIONAL LUMBER REFERENCE PAGE NIL-2 f � V,:?Y-1ti E.".1b i t ,4,1 1 ';f;,;r) r"rlbj t �1-4.;.i�.,r.,: I •-- -`` TLL-0164363 L:'.Work2006\0601_Jan\0601018\Public Submissions\Construction Documents\Trusses\0601 1 8 30288R RF INSTALL MA 1-13-Mpdf d Job Truss 1 Truss Type - -Qty i Ply PACHECO SLOG.-ROOF TRUSS - 30288R 901 MONO CAL HIP _-- �. i 2 Job Reference(optional) R.-liable Truss d Components,Inc..New Bedford,MA,02745.Mark Pasqulli - 6.200 s Jan 10 2005 M i ek Industries,Inc. Thu Jan 12 18:34:20 200E Page 2 1 . LOAD CASE(S) 4)MWFRS Wind Left Lumber Increase=1.60.Plate Increase=1.60 Uniform Loads(plf) Van:1-2=41,5-6=41,1-7=123(F=131),2-5=11 Harz 1-2=49.5-6=49,6-7=26,2-5=49 5)MWFRS Wind Right Lumber Increase=1.60,Plate Increase=1.60 i Uniform Loads(plf) Vert:1-2=26,5-6=26,1-7=64(F=72),2-5=20 Horz 1-2=-34,5-6=-34.6.7=-20,2-5=-28 6)MWFRS let Wind Parallel:Lumber Increase=1.60.Plate Increase=1.60 Uniform Loads(plP Vert:1-2=41,5-6=41,1-7=123(F=131),2-5=41 Horz 1-2=-49.5.6=-49,6-7=26,2-5=A9 7).MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert 1-2=20.5.6=20,1-7=39(F=47),2-5=20 Horz.1-2=-28,5-6=28.6.7=26,2-5=-28 I I 1 - i i - I - 01/13106 Warning!-Verify.design parameters and READ NOTES ON THIS AND INCLUDED NATIONAL LUMBER REFERENCE PAGE NL-2 :\`rrtiunr?t Ltrnth;rr t,rn,;iz r?, NIA ( f)Sj; 9_3020) (508)3.?Q-s+ i,S jctx TLL-0164364 LAWork2006\0601_Jan\06010181Public Submissions\Construction DOCumentS\Tfusses\060118 30288R RF INSTALL MA 1-13-06.pdf - CIN W ; ' Y .. GENRAL i0 ' T• I , \s EOPr. . RgNI r W ,a c R \ 1 THE.,INTEfVT QF.�)}IIS PLAN IS TO 'DETAIL D(ISTING SITE CONDITIONS AT e ►,y a LOCUS i , 2 OCSROP E MRRSE OF ASSESSORS MAP 308 N PARCEL 162 ' 6' P co rn OWNER:° f ',M .F' ECQ f SITE I / /' W C/ .- 74 r; l,T4�HILL'ROAD � W Z BEII+LOWICFfi MA° U53 Ak a ': 'PONE5A$� 3�F446 r x / S r �- CERTIFICAE lDF • S► I � �, �F� 1�6�,�16 O r w I O S U iT ; C', , v PLAN REERENCFS:FL.0 PLAN 9638E (LOT 19A) s ' EOP ccB 1 'LC l PLAN 638,! ±;(LOT 23) z r S T .R / s. f ( IJC ,�, I J 3 ;BONING DISTRICTS _ v , 4 )) �' ?► I I ;` MA 1 , Busine a.� a a .� S T$J 1 k " : q Pro ecti n r ' AP A uifer � o �Overloy. District _ M 8 AC ' / HMSWHD Hyonnis Moin"`Street= Waterfront Historic District s MINIMUM REQUIREMENTS:,, s ,� , �''•c. _ � i S �_ / ZONING fir' ; I - iMws 37.60' �' UP#39 I S e. x y h ---- s 76 OH ' r ItIM-2s.4 / MIN. LOT AREA, = None' E G 1 I / - 26Q_ _27,9= 0 ?4' i S MIN LOT FRONTAGE 20 r I pH(� \ S !y o .. MIN BUILDING SETBACKS FRONT =. 10' •'SIDE = N/A REAR = 10' LOCUS MAP Scale: 1" = 2000' - 8 6� 28.5 " _ ON E >� r / EOPRAN�` 4. THE',PROPERIY.LINE INF W� op cR Err Pq , S c�Re ORMATION SHOWN IS BASED ON CURRENT 3 .7 EWq� OH 28. All c�ReiN� 6' s S AVAILABLE RECORD, INFORMATION CONSISTING OF PLANS AND DEEDS. ------ LAND R APE"" , y� pH p� l ty 'THIS PLAN IS ;BASED ON AN AC 7l/AL ON THE GROUND FIELD SURVEY ----- -0----�12ETAINING WALL 3.9 � 011 � M'lN / S BY THIS FIRM `QN MARCH4, 2003 r , � WOOD FENCE x 1.7 Oy S 31. ` 9.5 1.6 �� / FM S 5 DbCUMENT NO 83,725 AND LAND':COURT "PIAN NQ. 9638-J STATES: LANDSC NO EXTENSION•OF`THE'.PRESENT°:BUILDING .LOCATED 'ON THE ABOVE sll*iA9 , TIMBER - RI�R=3o s`< DESCRIBED PREMISES SHALL BE'MADE'BEYOND THE,EX►STING FRONTS OF THE 30.3 ' x CONCRETE AND '° `'- AT-��\ TAINING WALL •• r T.O.W. BRICK WALLA 31 31. ' 103 `� ON FM '�� BUILDINGS NOW ON LOTS 24 AND 25. ° BRICK: 31.E ' M r � 30.7 � ° 00 G ��N 31.9 STEPS l 5 ` 6.. ' COMMUNITY PANEL ,NUMBER 250001 0006 D •0# ° AWNING :1.s5 G ON FLOOD•INSURANCE RATE:MAP'DEFINES THIS- THE AREA,AS ZONE C, I = 3 31.9 v ' , PIPE • ` G =2 AREA OF`MINIMAL FLOODING d v OH ` EXI�NG ° 31 9 4 v ° QCON Clp -� CB/SEAL/12LB/BR 3os okr` 7. LOCUS :IS NOT IN OR DOES NOT CONTAIN: '� j �, DING v � A ° ° . v a '3 e IQ►vE MA 1 OH -AREA OF'CRITICAL ENVIRONMENTAL CONCERN 1 3 4% 32-0 �4 d'. Q ' ° � Z%E --- _ HABITATS 'FOR RARE OR ENDANGERED SPECIES 35 SOt/TM S77?Err 8. PRIMARY BENCHMARK: RAILROAD SPIKE SET IN UTILITY POLE 139/23 1/2 C" � >kVP�11NG w :•ELEV.= 20.30 (N.G.V.D. OF 1929) co ° ° ° / LANDS CAP c PROJECT BENCHMARK ;.,,AS NOTED.ON SITE PLAN MCDaVN& ENMWMSES LLB , k ° ° / ti .6 TIMBE NING WALL r 4 r = 32.2 +� , 1 ,+ MAP a30f - PARCEL 153 ; 0 / .� 9. LOCATION 'OF UNDERGROUND UTILITIES ARE APPROXIMATE AND 32.4 4 / 1r LOT 25 ° •° ' c� / „ MUST BE VERIFIED IN'.THE 'FIELD,' BY THE APPROPRIATE / �!" CO) ° UTILITY COMPANY PRIOR TO ANY. CONSTRUCTION. E ��>F P 2.5 , 0 / 10. LOCATION INFORMATION OF UTILITY LINES SHOWN WAS OBTAINED BY zo p k/SnNG B�I�ING ° a Q AD a i LOTS' 19A & 23 AN.-ON THE GROUND`FIELD ;SURVEY' AND THE FOLLOWING: ~ cj' FF GA� LINE: ,;A FPLAN BY NORMAN GROSSMAN. P.L.S. DATED APRIL 15, 2002: 32 a • d a 3 9,90t" SQ. FT. SEWER / 30.3 x (4,11 j f 4 v SEWER LINE'-PLAN ".SHEET F'9 BY'WHITMAN *"HOWARD INC. DATED JULY 1972• ° 32.1 � 023f ACRES ; .;_vlOBTAINED FROM THE TOWN'OF BARNSTABLE ENGINEERING DEPARTMENT I COcu4s CAPE COD INC _ !,� ° v ON AP 18, '2003, 31.7 ------ \�'��, �. �w . -� L a. . DECEMBER 18. 1991, OBTAINED /� CONCRETe . ,, WATER LINE: PLANS DATED,APRIL"'14 1986 'AND _ .. ynir^�AiX ON APRlL' 18, 2003. r; A/A%tjAB PARCEL 164 . 31.6 8R1C1� WAIL Fpl I ,�w 'v�4raT.�u3� i�ifi7Lrt t, LOT 24 /'' 31.3 RAMP ` d • I r., SAIL r� � M FND _ / 31.932.8 d d p �.: _ / t 31.82.9 ��` S ACCEfteLE PARKING ° !7 / 2.9 PRA W N _ DRIB , �_ // �� 31.11 �av o^, ►C, i 'f ► ►Y � � STOCKADE i ^- � CB/CL/T9P/�RK �� g� r= CONCRETE Q ° 4 P85i 10' w T FENCE 30. r ° DE RI 0 PAD ° a ° 32.6 00 55. E 179 J _ _ Or WAY � _ _.', , ° � 19 6 33. w 7D / i 89, 6• _ EXISn GRA / �' 323 Oj = DRIVE _ �- ,' CONCRETE g 0 c / 1.kK AIL FND BRI WALL • , 'PIP ` W. 525 South Street r 3 3r l STOCKADE, CB L ��� 1.73 P n � i - / i4RK/NG ti Hyannis, Massachusetts .� FENCE � . r o BENCHMARK 0 PK/NAIL FND � ` O 3 ' 31.77 0 4.6• 3. i 44 ;1 PREPARED FOR / ELEV. = 31.22' �� �. ` 2.$ woe � -�' I � � �, w �r or WA Shane Me Pacheco 2.31 Y m r ; ,� �------ 74 Great I#Ill Road, Sandwich, MA;02563 � EAry 32.42 I 89.78 �' / PhOAe: (s�� 3641" D NC ?� RB Existing,"Conditions Plan N/F5 N S I SnNc fpy� UP/189 `+ EDMaVD W. DER K. .A4 BEET / 20' WIDe P MAP a308 N PARCa 154 "aIr ---- v BAXTER,,NYE&HLMGREN INC. INDEXLOTC O R Q esrrosonal L 33 �. Engineers and Land Surveyors- � `. / C-1 EXISTING CONDITIONS '0� PLAN 812 Maui Street,;Osteiville, MA 02655 � Phone.- (508) 428-9131 - � Fax - (508) 428-3750 ,3 10 0 10 20 . DIMENSION PLAN �� C 2 LAYOUT AND D / SCALE. IN FEET /° SCALE 1" = 10' C-3 GRADING AND UTILITY PLAN NANCY LUaEN Date: 5/7/03 C4 DETAILS AGIP aW - PARCEL 161 LOT 19D , ..'. ,.. �jN MwE ,8 22J43,;^�4TV AWfM O oarl�errrs P,vrcc ooiiNr C-5 DETAILS / .> DRAWING NUMBER C-6 LEGEND AND GENERAL NOTES / , tr /ONq lrx: ^'ir,w try•' C.��. .•/!�Y'q' /a �'+ •J r 1 81t J, r `v}•.�r Hy <�k .f r Cy ,y77 5p'Rx I .*,., ,, t• .. +l tr}E I!1,r.YT'+ •,+.F 1Ca'y , ¢1„4 ti � t,•:! 4,. ',y5e! a - iy x ..r 4!7 N�.•.i%^`^,F'f' wN '•�,at+�'1u�!.,�'>,.FR:y'r`:1�#°S�n'..r+!.{• +.,b f,...""Y•t{a++y.��Jr�''11'. l "',9t' '�°jie ` ' '`, a".`���.,r' r y�•a•Si•,:v"R.,' r`�G•, .'+k.'+/r .,{t f;Yi,'! r �' � ., d tir ,",t, 1:.b .-a" 'v:!�'R f• a .,,p r .L. •S`..+'" i :'Mh: fir:� r -... } Y,. r r J w ' f::. s^.,r 'V S"(•M,R :.. 0 a. °'! r 4t�; {" '``'a .i.+,'r'SaC a ./ •..'r '4' r .rt, ,' _. - '.:a t.:•ti 'w'e'M• r��r�a V'h lX,�,�' r-'•,4' Jf�ri!�' rk sr,� e ;�a .& ` /r'1 ♦A ,,.� ih.{t Nay 'Y 1.,. ,. .. a .... y '•. ZONING TABLE ZONING DISTRICT: MA-1 - BUSINESS AP - AQUIFER PROTECTION OVERLAY DISTRICT N SUMMARY USE: COMMERCIAL-GENERAL RETAIL/RESIDENTIAL ALLOWED: MIXED USE D ALLOWED PROVIDED �) M.U.T.C.D. SPECIFICATION NUMBER TEXT QUANTITY REQUIRE / II WIDTH HEIGHT MIN. LOT AREA 8 000 SF* 9,901 SQ. FT. ` EOP FRONTAGE 20' 103.OQ' GRANITE CUR II R1-1 24" 24" 1 FRONT SETBACK 10' 10.01 II SIDE SETBACK 0 9.00' zzzzz zz: II REAR SETBACK 10'** 36.60' 00 RESERVED MAX. BLDG. HEIGHT STORIES 3 STORIES OR 38' 3 STORIES 37' R7-8* 12" 18" MAX. LOT COVERAGE 100% 31.0% ` PARKING 1 (BY STRUCTURES) Z �► IMPERVIOUS SPACE EXISTING: NA 9,113f SO. FT. = 11 Q 92.0% n dv' 7,821 f SQ. FT. = S O 11 � LOADING ZONE LOADING PROPOSED: NA 79 0% U 1' Z & SIGN 12 18 3 tr " ZONE PARKING (RETAIL 2,544 S.F. ® l7 \� 0 (NOTED ON NO- 2544sf x 1 ps/200sf x 50% = 6.36 = 7 SPACES 6P&a, Y S 77 R � \\ ` �-EOP/cc6 0 ����� PARKING PARKING (4 APARTMENTS) •4qg �r J 1-1-BEDRM UNIT x 1ps/UNIT = 1 SPACE ' afiD T ` _ * " 3N2-BEDRM UNITS x 2ps/UNIT = 6 SPACES J TxJ � _ - — - ADD VAN ACCESSIBLE" WHERE APPROPRIATE �� •r ** COLOR AND WORDING PER LOCAL REQUIREMENTS TOTAL = 14 SPACES 14 SPACES � zz HC PARKING TOTAL VAN ACC. 1 1 SPACES 1/1 SPACE LIP#39 -o- zzz::� NOTES. *2,000 SF REQ'D PER APARTMENT S 76ss40 __::zz _j 2 ` **ABUTTING A RESIDENTIAL DISTRICT 2s� � ' s0 � zzz:�_ ` 24' - BLUE STONE STEPS WITH 1. DEMOLISH/REMOVE ALL EXISTING STRUCTURES,� 8 zz:z�_ ` ON_ GRANITE COBBLESTONE U, E°P FOUNDATION AND CONCRETE PADS. SALVAGE EXISTING ss for STREET BORDER- ��N1TE C PAVEMENT IN AREA OF PARKING WHERE ASPHALT IS PROPOSED UNIT FLOOR AREA TABLE STEPPEDRANITE�` �LRAN1 PAR 1NGSEE DETAIL #919 � STRUCTURALLY SOUND AND SHOWS NO SIGN OF CRACKING. REMSTI G D STOIr,�►NTER - �� C(1 LANDSCAPE � �� _ CHITECTURAL PLAN � 1st FLOOR TOTAL COMMERCIAL/ TIMBER f EE 514 (COMMERCIAL) 2,544 SQ. FT. GENERAL RETAIL (3 UNITS) RETAINING WALL / `OR RA BUSHES � � 2. SITE LIGHTING SHALL BE BY WALL MOUNTED LIGHTS ON = 2,544 SQ. FT. WOOD FENCE x STRUCTURE. PLEASE REFER TO ARCHITECTURAL ® 1 zz:_� REMOVE EXISTING DRAWINGS 2nd FLOOR 2,496 SQ. FT. f Slp ` LANDSCAPE (RESIDENTIAL) TOTAL RESIDENTIAL (4 UNITS) ® CWALK 3. APPLICATION SHALL BE MADE TO BARNSTABLE DPW FOR (3 UNITS ® 2 BEDRMS. EACH) �2�ETAINING WALL HA ICAPPED RAMP- a i � SEE DETAIL #434 ® LOADING ZONE ALONG NEWTON STREET, AS SHOWN 3rd FLOOR (1 UNITS ® 1 BEDRM. EACH) I er 5 TREE HEREON, BY THE OWNER. 2,916 SQ. FT. = 5,412 SQ. FT. •® 4SID (RESIDENTIAL) ED: TOTAL w UP#52� COMMON AREA 1,144 SQ. FT. • •• .- .• .AY .. Rpm `.• _ TOTAL ►�'ELLIN G E71I = •• ��E� '`" , 6 a / R 1 ZONe: M 9,100 SQ. FT. ° SOD '• : a'-... '�:— GROSS FLOOR AREA 72.0 ' • • �o��E �5 0 a RU 35 SOUT _ " STREET .�• . . _• ! 9 REMOVE EXISTING N/F O 44 MCOONNELL ENTERPRISES LLC. HIED E p ' a 16.5S' TIMBER w MAP 308 � PARCEL .153 PRO^ Sc! y.••• to � RETAINING WALL / �4 / LOT 25 `'aED 3 o' �' ! / let STORY '� • " � •F ORe(J/LD//V . .__ l / o TOTAL E`1 S i;; NT a 3.072 G c�� NC+RE PQp_ • LZS SIGN & ,I / �' j o ORps C F'Utt Djrr� S.F oo ' F l3 •• •- . -�2 00 _Y _ - OD - , S.fi SQ, o Q� 4 ft N� �1NT� •' 3� SOD COLORS OF CAPE COD INC. CONCRETE MAP 308 — 'PARCEL 164 / GC •• '�� AND • O LOT 24 F0 4 BRICK WALL O PK/NAIL FND R7-8 AMP C / v HANDICAP :,� / - RAMP - CONCRETE PAD- b / "0) SEE DETAIL #400 SEE DETAIL #706 `- o / HEDGE 13 73• o _ VAA , ETU 4 0 2.00, ,P � 4, .n. ALKWA y l • . • v _ GRAVEL RIVe _ ENC�OS RE 2 0 _ Sp o o nr CB/CL/TOP/BRK �— ` ~ STOCKADE / PA 8 �� VGC D O _ �0, Wlp - FENCE VED PARKING Cry / :N S 77'oo SS" 1 E FENCE OF W PAD j AY 1 ' ` / 0 °14, 525 South Street m E 9'S4' TD ` ,. _ _ � _ � � TRASH RECEPTACLE -� _ 89.76, 6 H FENCE ENCLOSURE- Hyannis,2 ~��� 1 EkI S7 GRAIL D` V �' l _` CONCR E SEE DETAIL #926,& Y ! Massachusetts PK/NAIL � � _ RIVE m _ PK/NAIL FND AN BRICfC L LZS SIGN& / PREPARED FOR 4iA E Shane M. Pacheco / FENCE STOCKADE CB SEAL L 1 / " 1 F"9, / � SIGHT TRIANGL ./ 0 0 �, 74 Great Hill Road, Sandwich, MA 02563 PK/NAIL FND Phone: (5N) 364.206 P 44 / ELEV. = 31.22' ��p 0 PARKIN O® / TITLE 9,. , � DE R�GyT OF + � Layout and Dimension Plan 8g,78 (PLANTS NOTED MAY BE SUBSTITUTED NTH EQUIVALENT Ek1ST / 6 ZONE' M �► l VEGETATION - AS APPROVED BY THE BUILDING DEPARTMENT) DwE 1N0 0.92 a_1 1LPlvc ZONE: Re qw / BARTER, NYE & HOLMGREN, INC. KEY DESCRIPTION QTY. SIZE #� NIF S NEWTON STR M �S,\Eop ! — / uP#189 Registered Professional 00 N ORNAMENTAL TREES: EDMOND W. DERY, ✓R. EEr 4, ?� �° \ / Engineers and Land Surveyors CRABAPPLE 8 CALIPER MAP 308 PARCEL 154 , tk M PARKING EA VT AVT 812 Main Street, Osterville, MA 02655 o LONGSTALK HOLLY LOT 19C V) / Phone - (508) 428-9131 Fax - (508) 428-3750 o 'Q� GC M q�� / 10 0 10 20 BUSHES: SCALE IN FEET 0 0 ` p0 / SCALE: 1" = 10' PURPLE BEAUTY BERRY 30 DENSE EVERGREEN HEDGE RHODODENDRON 'PJM' HYBRIDS a �l o CUT LEAF STEPHANANDRA W FLOWER EOp q `4 j� /ED w Dote: 5/7/03 n GROUND COVER PLANTINGS: 22 O � N O 24 W / 57 Z0. /SOD MWE 8122103 z�� CM P,wG COUW 0 a 11GERLILLY, TULIPS, ETC. N� PROp`� SIGHT TRIANGLE �y�N OF*,��^ MWE 7131103 7124103 SPR COMMENTS 1vANc>'Luc�EN PARKINCEp EXPAN 111~�VII MWE 7115/03 SPR COMMENTS Cm2 U HEDGE: MAP 308 — PARCEL 161 AREA EASEINENT p REV. BY DATE: REMARKS 2095 DRAWING NUMBER 0 WARTY BARBERRY (PREFERRED) LOT 19D SF 183 o MENTOR BARBERRY H:\2003\2003-013\ CIVIL\PL0T\2003-013-DM.dwg INKBERRY ^ 10NAL ^, Proj# 2003-013 O N 0 00 GENERAL NOTES : top �GR W 1. THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT t�;, a a � �� '�. ,,,' �� ti, NITS � , ;,` •", � ,*, ' .x A C(�R8 _''' W ��� LOCUS t f 2. LOCUS PROPERTY IS COMPRISED OF : ASS N ESSORS MAP 308 PARCEL 162 � cD OWNER: SHANE M. PACHECO `. W �? 74 GREAT HILL ROAD SITE r W Z SANDWICH, MA 02563 -j PHONE: (508) 364-2456 CERTIFICATE OF TITLE: 163,416 Of • ) " ' , s, `� i,T • �' i 0 PLAN REFERENCES: L.C. PLAN 9638E (LOT 19A) S �, EOP/CCB Z L.C. PLAN 9638J (LOT 23) _ S ��C ,�, •r .R ,6, + 1 a 3. ZONING DISTRICTS: '• F .r '` '� MA-1 Business District ti Sj } -� S AP Aquifer Protection Overlay District h :' ,� • � r, A Y L tirK ` M - / ' 8 Ac �,E I HMSWHD Hyannis Main Street Waterfront Historic District °' r ' }� / y MINIMUM ZONING REQUIREMENTS: 77*7 60. �.:x UP 39 r r d'. s 76�5,4zc�--__ OH FM � IM-29 4 9 / MIN LOT AREA None E 26z0 . z7.9 0 ' $ / MIN. LOT FRONTAGE = 20' ■ ,' tea - - 'J J pN ?4 ', $ fy / MIN. BUILDING SETBACKS: FRONT = 10' SIDE = N/A REAR = 10' LOCUS MAP Scale: 1" 2000' W` , I O Cop ,. Wes, Op GRAN/ E(`�pARK , S '� „ it;; c�Re 4. THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT 28.5 ON E � >R �� I � \.'��AP� •; _ __ 3 .7 �oE7yA OHt� ' 2s. Cc, 1N� e� \ AVAILABLE RECORD INFORMATION CONSISTING OF PLANS AND DEEDS. ?� ; J r - ----_ _____-_ ----�� � �� ON��,c_ -Rf ; FORS l �y $ THIS PLAN IS BASED ON AN ACTUAL ON THE GROUND FIELD SURVEY M BY THIS FIRM ON MARCH 24, 2003. p RETAINING WALL �.9 ON FV A/N � $ WOOD FENCE x' 1.7 \ $ 0 31, ` 9.5 1.6 H ` 0 / �y S 5. DOCUMENT NO. 83,725 AND LAND COURT PLAN NO. 9638-J STATES: LANDSC NO EXTENSION OF THE PRESENT BUILDING LOCATED ON THE ABOVE _- SIDE TIMBER TIMBER FM RIM;-30.8' DESCRIBED PREMISES SHALL BE MADE BEYOND THE EXISTING FRONTS OF THE r , O 30.3 r x CONCRETE AND ° I -`_ R TAINING WALL r r , 31. ON FM___ BUILDINGS NOW ON LOTS 24 AND 25. \ , , r,o.w. tICK WALLd 31. 103. 30. M If- 30.7 1 96 ° a a BRICK: 31. �� �.. G ON C r , 31.9 ° STE#�S At.5 6. COMMUNITY PANEL NUMBER 250001 0006 D •0' v AWNING 31.95 G . � ON THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, 31.9 PIPE G UP 2 ` r r = ° t1� AREA OF MINIMAL FLOODING. /;_ rrr i fr EXISnNG .O 4 . • 31.9 '� ° a' • CON• ',� CB/SEAL/RLB/BR 3os OWE` 7. LOCUS IS NOT IN OR DOES NOT CONTAIN: '`y ; I O LC►NG co �6 A� ° ° . a 3 .s 2��`' MA ONE w AREA OF CRITICAL ENVIRONMENTAL CONCERN 32.0 `a Q ' ° 1 - HABITATS FOR RARE OR ENDANGERED SPECIES S�TM srR ,' 8. PRIMARY BENCHMARK: RAILROAD SPIKE SET IN UTILITY POLE 139123 1/2 A*'ING / � ! w ELEV.= 20.30 (N.G.V.D. OF 1929) r 44 it MCDOINN& EN7ERPRISES LLC i J 4' LANDSCAP c PROJECT BENCHMARK : AS NOTED ON SITE PLAN r 3 °' / t� .6 TIMBER r✓r MAP . N PARCEL 153 r�l 32.2 4 32.4 4 ° / ,ram RETAINING WALL \ 9. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND ]LOT,25 , v a / c� � / MUST BE VERIFIED IN THE FIELD BY THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. r ' J �4NCRE° z 5 , / 10. LOCATION INFORMATION OF UTILITY LINES SHOWN WAS OBTAINED BY _ $;� EkISflNG 7 PAD , O T AN ON THE GROUND FIELD SURVEY AND THE FOLLOWING: O Q BUILDING a v a ° LO S 19A & 23 o, FF GAS LINE: A PLAN BY NORMAN GROSSMAN, P.L.S. DATED APRIL 15, 2002: '� 3Z4' 4 ' 3 9,901f SQ. FT. � r ri , / SEWER / 30.3 x (4,117f SF, v- 0.23f ACRES SEWER LINE. PLAN SHEET F9 BY WHITMAN & HOWARD INC. DATED JULY 1972; OBTAINED FROM THE TOWN OF BARNST�`JE_E ENGINEERING DEPARTMENT � � ON APRIL 18, 2003. F gr rrr i COLORS / CAPE CAD INC = �/ �� ANT) °. d ° 32.1 ����� \ c , / O -----' CONCRET� �. WATER I r`1T r1AVS RkfTD APRIL 14, 1^yS AND DEC!7MRFR 18, 1991: 013T,AINF.O MA P ,008 N PARCEL 164 �- 31.7 r ; / 31,6 BRICF� WALL. = 3� �� i AP r+fJ f'H"8 E 4+AIER COfs1'PANY ON APRIL, 18, 200 . r Jar ri / LOT 24 /'� 31.3 RAMP JAIL FND ,r� / r1 /7 /� // ,� _ / 31.932.8 e ` �� o Ii / 31.8 32.9 1 O T.O. . CIA / � ACCESS,e PARKING Mr W� C, N FX/SnNG CA T _ ` / / r 2.9 A�rt r / r 1* / 1 w / a CB/CL/T9P/6RK ` ` ` `��- -� / •� STOCKADE I f° c _ / 10 IV, j" �,. FENCE 30.8 1I= CONCRETE 4 +4• I: _ O S Op,gs" �c _ Ru rr% wA� �: ` J PAD a . n 4 ° 1 1 32.6 1 TD 89 Y Ek/SnN _ ° 33. / GRA DR1►�E _ .,� ,.' 32 3 CONCRETE !' O /g J � -BRI WALL • � +�9 ' _3 , � Law. � 3r'/ 525 South Street 33.T l OCKADEr CB SEAL L ��. 1.73 / _ "� PARKING a ' ` �� �' _ / o _ ti � BENCHMARK / NG Hyannis, Massachusetts � `'` O 3 O PKMAIL FND �� 31.77 ' 4.6• 3• i i PREPARED FOR / ELEV. 31.22' �. .20' 32.$ , "" ��T I W Shane M. Pacheco z 31 8s. WAY ` i ;' r-it `�------- 74 Great Hill Road, Sandwich, MA 02563 32.42 78 ' Phone: (508) 364.2456 1S l f sn CO ' l Existing Conditions Plan N/F' N%ON S I NG fpyo UP/189 EDMOND W. DERY, .A4 20' WIDE P I MAP 30e N PARCEL 154 �NG vr ,�� � �; BARTER, NYE & HOLMGREN, INC. • ' LOT 19C '-"----I' Q y�' INDEX ,� Registered Professional L Engineers and Land Surveyors C-1 EXISTING CONDITIONS PLAN `~ -�. 812 Main Street, Osterville,MA 02655 Phone - (508) 428-9131 Fax - (508) 428-3750 � 10 0 10 20 C-2 LAYOUT AND DIMENSION PLAN / SCALE IN FEET / SCALE: 1" = 10' y n C-3 GRADING AND UTILITY PLAN Nam. NANCY LUCYEIV C, Date: 5/7/03 C4 DETAILS MAP 3oe N PARCEL 161 - ��� MWE 8122/03 ZE t r aW CMUTS PAWL COEW LOT 19D ^ / 02� MWE 7131103 7124103 SPR COMMENTS C-5 DETAILS 1 MWE 7/15/03 SPR COMMENTS obi REV. BY DATE. REMARKS DRAWING NUMBER C■6 LEGEND AND GENERAL NOTES / c, ss'0rygL�' H:\2003\2003-013\ CIVIL\PL0T\2003-013-EC.dwg Proj# 2003-013 A ZONING TABLE ZONING DISTRICT: MA-1 BUSINESS AP - AQUIFER PROTECTION OVERLAY DISTRICT SIGN SUMMARY USE: COMMERCIAL-GENERAL RETAIL/RESIDENTIAL ALLOWED: MIXED USE M.U.T.C.D. , SPECIFICATION REQUIRED / ALLOWED PROVIDED f� NUMBER TEXT QUANTITY WIDTH HEIGHT II MIN. LOT AREA 8,000 SF* 9,901 SO. FT. ` -�EOp/'GR II ANzrE II FRONT SETBACK 10' 10.01 _ --Rs R1-1 24" 24" 1 FRONTAGE 20' 103.00' �` SIDE SETBACK 09 9.00 II REAR SETBACK 10'** 36.60' MAX. BLDG. HEIGHT STORIES 3 STORIES OR 38' 3 STORIES 37' °p RESERVED R7-8* 12" 18" PARKING MAX. LOT COVERAGE 100% 31.0% In 1 (BY STRUCTURES) ¢ IMPERVIOUS SPACE 9,113t SQ. FT. = 1, EXISTING: NA a r••� 92.0% •M Cif LOADING ZONE LOADING ZONE PROPOSED: NA 7,821 f SQ. FT. = S �' ?, tr t Z ® SIGN 12" 18" 3 PARKING (RETAIL 2,544 S.F. 79 0% i7 l� 0 (NOTED ON NO- 44sf x 1 s 200sf x 50% = 6.36 = 7 SPACES ® (pttg '� ,T \ ` �EOP/CCB, o �+W AS IL7 PARKING 25 p / TIC �, .� , ` a PARKING (4 APARTMENTS) g T � 1-1-BEDRM UNIT x 1ps/UNIT = 1 SPACE DTx� ` — * ADD "VAN ACCESSIBLE" WHERE APPROPRIATE 3-2-BEDRM UNITS x 2ps/UNIT = 6 SPACES I ** COLOR AND WORDING PER LOCAL REQUIREMENTS TOTAL = 14 SPACES 14 SPACES - _ _ o HC PARKING (TOTAL/VAN ACC.)j (1/1 SPACES 1/1 SPACE 60' LIP#39 -0- _ NOTES: *2,000 SF REQ'D PER APARTMENT S 7655,42-7 o E **ABUTTING A RESIDENTIAL DISTRICT 267.60. 7D_ ` ?4 BLUE STONE STEPS WITH 1. DEMOLISH/REMOVE ALL EXISTING STRUCTURES, o GRANITE COBBLESTONE 0 Eop FOUNDATION AND CONCRETE PADS. SALVAGE EXISTING 38.667' �' �` f_Op/ N,STREET BORDER- �c�N1rE PAVEMENT IN AREA OF PARKING WHERE ASPHALT IS PROPOSED UNIT FLOOR AREA TABLE REMA�XISTI G SAD STO�RANI N�TER� �RAN� cu PAR /NGSEE DETAIL #919 �` STRUCTURALLY SOUND AND SHOWS NO SIGN OF CRACKING. LANDSCAPE �G CHITECTURAL PLAN 1st FLOOR TOTAL COMMERCIAL/ TIMBER N EE 514 (COMMERCIAL) 2,544 SQ. FT. GENERAL RETAIL (3 UNITS) RETAINING WALL I BUSHES ~ �FOR RAIN A 2. SITE LIGHTING SHALL BE BY WALL MOUNTED LIGHTS ON 2,544 SQ. FT. WOOD FENCE ,� THE STRUCTURE. PLEASE REFER TO ARCHITECTURAL DRAWINGS. REMOVE EXISTING 2nd FLOOR 2,496 SQ. FT. ® f ` ` LANDSCAPE RESIDENTIAL TOTAL RESIDENTIAL (4 UNITS) ® SIDEW ` TIMBER 3. APPLICATION SHALL BE MADE TO BARNSTABLE DPW FOR (RESIDENTIAL) MS. EACH) I ACK RETAINING WALL HA DICAPPED RAMP- (3 UNITS C� 2 BEDR ) ''�� ®LOADING ZONE ALONG NEWTON STREET AS SHOWN 1 Lam.•: 8. SEE DETAIL #434 3rd FLOOR (1 UNITS ® 1 BEDRM. EACH) f �:' S►� TREE HEREON, BY THE OWNER. 2,916 SQ. FT. = 5,412 SQ. FT. •® ' S�D�W. •,� S (RESIDENTIAL) ACK- •' ; . -- , TOTAL ° •.Co EpA�, `1bl UP#52'0' COMMON AREA 1,144 SQ. FT. - KWAY•' '" 0 x,SnNG .,qg0 C / R e TOTAL DWELLwc Fly n cS- E: ��a_ 9,100 SQ. FT. SOD / GROSS FLOOR AREA #53g SOU 72.00, �� 4~'; •. ZONE. Q TH STREET F 9, A''/F p ¢ REMOVE EXISTING 4/ p LANDSCAPE MCDONNELL ENTERPfirSES LLCC, HE D E M y ' TIMBER RETAINING WALL MAP 308 PARCEL 153 PROpc) , M q / LOT 25 tr9 S�® O' N / 1•UOR FOOn'R►1V ev'LD/NG • '�I_ bNi 3.0, pQo-. .•- LZS SIGN ® / o TOTAL Ex�5T1NG 2 o t' ��-��. ��R BUI1 DNyE; S'F. pr .• ' ° a 3Q DO' FF.F 32AREA ' 9,100S5 •• 4'� N� Op ' • 7s.� Q g • . � o .•_ 3 • SOD COL ORS OF CAPE COD INC. CONCRETE MAP 308 ^- PARCEL 164 / G�.' ' '� AND 3q � BRICK WALL dt�iP • LOT 24 E � � r PK/NAIL FND � / / R7-8 • HANDICAP / Q RAMP - CONCRETE PAD- Q, SEE DETAIL #400 SEE DETAIL #706 0 / A &V HEDGE V EN 42. EX A l V IVgLj� - • 00 E 7RASH M 'sTrNG L V{�A�' ... NC'LOSVR oo / 1 /RAVE dRIVE - � •-._ � --.. „� `� � �9' E O Q h VC C SODSTOCK O o N CB/CL/TOP/BRK _ 10' vIS'DE FENCE PAVED PAR C O / S 77• _ RIG -—_ l K/NG PAD tiT 525 South Street CO o0 55„ E 179 5�. rp _ ` OF WAY ` ` _ -` �` Q --_ 10.1 4' TRASH RECEPTACLE FENCE ENCLOSURE- / ■ z 8g.76• �1''� -x= ExiSrrNG GRAV�C _ V ` N / ® # �'"�yann�s, Massachusetts s8 `-- SEE DETAIL 926®/ • .�•^� dRIVE `�• CONCR E PK/NAIL � `� PK/NAIL FND BRI AN L LZS SIGN,& / / PREPARED FOR --� SIGHT TRIANGLE / Shane M. Pacheco / STOCKADE CB SEAL I �� �` -� f...` c FENCE BENCHMARK �— 9�'�.� 0 •fir / 74 Great HIII Road, Sandwlch, MA 02563 PK/NAIL FND / PA ++ Phone: (508) 364.245B / ELEV. = 31.22' p �20 PARKIN '- p®+ / ME 9 , RIGHT OF WA r � 89. Plant Legend ``� -- ,� / Layout and Dimension Plan ,8 / (PLANTS NOTED MAY BE SUBSTITUTED WITH EQUIVALENT E zoN VEGETATION - AS APPROVED BY THE BUILDING DEPARTMENT) aw'SrING �` ,tom 60.92, E MA-i `� KEY DESCRIPTION QTY. SIZE e<<ING �► l e zpNE RG q� / B��xTER, NYE & HOLMGREN, INC. k, / oND W. DERY JR. #1$ NEWTON SrR� M �'Sr'v�EoP / uP#,as Registered.Professional N ORNAMENTAL TREES: " EDM ET cv 2p' Wio \ / Engineers and Land Surveyors $ 3 min. MAP 308 - PARCEL 154 PARk1NG £ �~' t 812 Main Street Osterville MA 02655 CRABAPPLE CALIPER ,'� A EMEN \ f ,;�, / Phone - (508) 428-9131 Fax - (508) 428-3750 o LONGSTALK HOLLY LOT 19C �~ o \R GC d 10 0 10 20 o BUSHES: 2 5 S SCALE IN FEET Cb PURPLE BEAUTY BERRY 30 DENSE EVERGREEN �- -1 �' / SCALE: 1 10 HEDGE / RHODODENDRON PJM HYBRIDS / 3 o CUT LEAF STEPHANANDRA FLOWER Io o . Eop ED 7 GROUND COVER PLANTINGS: N Z64Z� '�2`- CO Date: 5/7/03 O 24 W �5Z�,Z®. /SOD MWE 8122103 HISTORIC DISTRICT T�cu PARKG COUNT q TIGERLILLY, TULIPS, ETC. N/f �`� MwE 7131103 7 24 n PROP �``�� SIGHT TRIANGLE �'� OF / /03 SPR COMMENTS IVANCY LUCIEN P OSEp TTtIEW HEDGE' MAP 308 PARCEL 161 AREA ICw2 NG EASEPgNDEO VIt1-" m MWE 7/15/03 SPR COMMENTS zz: 2095 MENT REV. BY DATE. REMARKS DRAWING NUMBER WARTY BARBERRY (PREFERRED) LOT 190 SF !, o MENTOR BARBERRY CI N INKBERRY H:\2003\2003-013\ VIL\PLOT\2003-013-DM.dwg s/ONAL o Proj# 2003-013 N O OPERATION/MAINTENANCE PLAN CONSTRUCTION SEQUENCE IN OPERATION AND MAINTENANJQ PLAN SHALL BE PERFORMED BY THE GENERAL CONTRA TOR DURING 1. INSTALL SILT FENCING TO ESTABLISH THE LIMIT OF WORK AS SHOWN ON PLAN. TgQQTjON OPERATIONS BY E COMPLETED AND PUT IN 2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE AREA. PERSONNEL ASSOCIATED WITH THE CONSTRUCTION OF THIS PROJECT SHALL BE INFORMED THAT THE o0 MAINTENANCE OF SILTATION CONTROLS TAKES PRECEDENCE OVER NORMAL CONSTRUCTION ACTIVITIES. I� 3. DISCHARGES FROM DEWAIERING OF EXCAVATIONS SHALL NOT BE DIVERTED OFFSITE. ADJACENT PROPERTIES AND STREETS SHALL BE PROTECTED FROM EROSION OR SILTATION CONDITIONS. 4. CLEAR, GRUB AND COMPLETE DEMOLITION AS NECESSARY, WITHIN THE LIMIT OF WORK. INSPECTION AND MAINTENANCE, AS OUTLINED HEREIN, SHALL BE PERFORMED FOUR TIMES WITHIN THE FIRST _j -�� EOp�` - YEAR OF OPERATION. THENCE, INSPECTIONS AND MAINTENANCE SHALL BE CONDUCTED ON A SEMIANNUAL a ` `RANI tf c I by _� �; 5. ESTABLISH ROUGH SUB GRADES FOR PARKING LOT AND BUILDING PLATFORM. BASIS(2 TIMES A YR.) AND AFTER ALL LARGE STORMS. AN INSPECTION REPORT SHALL BE MAINTAINED. CL �RS �y II 6. PERFORM BUILDING AND SITE CONSTRUCTION. ACCUMULATED DEBRIS IN CATCH BASINS AND LEACHING BASINS SHALL BE REMOVED BEFORE IT EXCEEDS 2 0zzz `�- �_. W II ._ 7. INSPECT AND MAINTAIN EROSION CONTROL MEASURES AFTER RAINFALL EVENTS AND A FEET IN DEPTH AND DISPOSED OF PROPERLY. BROKEN OR DAMAGED GAS TRAPS/ HOODS SHALL BE o � ` ` Y)W/. _ M MINIMUM OF ONCE PER WEEK. Q ; ,' W ��!` 8. REMOVE SEDIMENT BUILDUP AT EROSION CONTROL DEVICES AS NEEDED. REDISTRIBUTE IMMEDIATELY REPAIRED OR REPLACED TO ENSURE ADEQUATE FUNCTION. A VISUAL INSPECTION SHALL BE MADE AT ALL ACCESS MANHOLES, CATCH BASINS, LEACHING BASINS, -j i i W PIPES AND DRAINAGE CHANNELS FOR THE ENTIRE STORM DRAINAGE SYSTEM. THE GENERAL CONDITION OF MATERIAL OVER SITE IN CONFORMANCE WITH EARTHWORK SPECIFICATIONS. THESE STRUCTURES SHOULD BE REVIEWED AND ACCUMULATED DEBRIS SHALL BE REMOVED. THE CONDITION �� 9. ONCE ALL DRAINAGE STRUCTURES ARE INSTALLED, INSTALL FILTER FABRIC AROUND ALL OF ALL OUTLETS SHALL BE NOTED AND A DESCRIPTION OF THE DRAINAGE STRUCTURES SHALL BE S �` S I / NEW STRUCTURES AND MAINTAIN THEM UNTIL PAVEMENT IS IN PLACE AND VEGETATION IS INCLUDED IN THE REPORT. DELETERIOUS MATERIALS SHALL BE REMOVED FROM THESE STRUCTURES AND S o + �` ESTABLISHED. �•�• w TI•IE DRAINAGE CHANNELS IN ORDER FOR THE SYSTEM TO FUNCTION PROPERLY. �'--- v i `� G� S 1 '� I 10. ALL CUT OR FILL SLOPES SHALL BE TEMPORARILY STABILIZED WITH TOP SOIL. SEED AND ALL OUTLETS, DRAINING CHANNELS, AND SLOPES SHALL BE KEPT STABILIZED. ANY EROSION SHALL BE S I -EOP/CCB MULCH 0 CURLEX AS REQUIRED IF CONSTRUCTION ACTIVITY CEASES ON SAID SLOPES �( I FOR A PERIOD OF SEVEN DAYS OR GREATER. ALL SLOPES SHALL BE PERMANENTLY REPAIRED IMMEDIATELY. S �. ► T I STABILIZED AS REQUIRED IMMEDIATELY UPON COMPLETION OF FINAL GRADING. + 1►r,0 ! '� I y� S �= 11. COMPLETE FINISH GRADING AND STABILIZATION OF SITE. PLACE FINAL PAVING COURSE. THE FOLLOWING MINIMUM INFORM T1A ON_SHALL BE RECO J I j ks 12. REMOVE SEDIMENT FROM ALL DRAINAGE STRUCTURES, DRAIN MANHOLES. PIPES AFTER * DATE OF INSPECTION M I S8AC � /* GENERAL CONDITION OF THE ENTIRE SYSTEM UP#39 ` rn -- .1� COMPLETION OF CONSTRUCTION. REMOVE AND REGRADE TEMPORARY BERMS. SWALES, * CORRECTIVE MAINTENANCE ACTIONS TAKEN TO ENSURE ADEQUATE FUNCTION AND WHEN PERFORMED.* A COPY OF THESE INSPECTION REPORTS SHALL BE FURNISHED TO THE APPROPRIATE AGENCY UPON p N9lT AM BEND '1 S RIM=29.4 �' CHECK DAMS, ETC: STABILIZE DISIURBED AREAS. REQUEST. G - IFU)0 S 13. REMOVE SILT FENCE UPON ESTABLISHMENT OF PERMANENT GROUND COVER. STABILIZE ch ` 4'� ` ; 6" SEWER CONNECTION' / ALL AREAS WHERE HAY BALES WERE REMOVED. aye �� FM_ J TIE INTO EXISTING SERVICE S �picR28.5 aHW- �`� fpP R 0 fftp -L C0(VNECTION (V1F) '� S / `N1t`CURE,. S1QEwA 0y ' z^8 ANC cU kl' FM s" s SILT FENCE �'_ _ LL R$ fw S NOTES LANDS(;APE'` TOW 36.30,�,q Oy � i ER �' ROE E DETAIL #602_ IMPEP`- 0' OFFSET FOR GRRFPHIC dE WALLl 9 x30.1 EG N `-� ` / 1. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND MUST BE t WOOD FENCE �x W TD 1.7 ON ` S - VERIFIED IN T'HE FIELD BY THE APPROPRIATE UTILITY COMPANY PRIOR TO 31.1 W 31,30 1's 9.6511E�G�`'� 0N`'`i� I RM fy S ANY CONSTRUCTION. x32. TOW 3 , x 29.84 TIED -� LANDsc 2 3p _ ; 4 ``tea s�°EWq�7N �--`i, TIMBER FM RIM=30.8' 2.SANITARY SEWER CONNECTIONS MUST BE VERIFIED IN FIELD PRIOR TO + I + _ ► x 3 � RETAINING WALL COMMENCING CONSTRUCTION. EXISTING RECORD INFORMATION IS INCOMPLETE + 0 30.3 I x o 31 , • , 1 31. 29.9 W 1•UD 0y FM------- AND SEWER CONNECTIONS SHOWN ARE ONLY BEST APPROXIMATIONS BASED SILT FENC 1 g x DS'a'' • ,308 G Oy c� ON THIS INFORMATION. ` M ,� SEE DETAIL #60 30.7 e 31 x30.75 `' co • �~`'`�- G Dy ` �- 3.WATER SERVICE CONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH :•', ' 21 3) 31.95 'sG UP 52 ` APPROPRIATE BARNSTABLE WATER COMPANY. BARNSTABLE BOARD OF HEALTH r , r • . 1 5 p AND BARNSTABLE ENGINEERING DEPARTMENT REQUIREMENTS. / O 30.85 y 2.95x• Q •: •.• :, 30.7 '' 30.s 0 4.BUILDING TO BE PROVIDED WITH FIRE PROTECTION SPRINKLERS EXISTING ?t+.:: 1:9 �ONC J . j j z O �+ i ,' 'WELLING SEWER CLEANOUT �►''�` a n ' R = 31.50 3i'8 ONE' MA-1 y 5.SOIL INFILTRATION RATE AT PROPOSED STORMWATER MANAGEMENT SAT BUILDING FACE •'32.0 °• �)'• ';_ 31' g�' ZONE. RB___ BASIN IS ASSUMED TO BE 5 MIN./INCH.; CONTRACTOR SHALL COORDINATE t , s = '' ,g - - - WITH ENGINEER TO VERIFY IN FIELD THE INFILTRATION RATES. IF INFILTRATION SOUS STREET O r .,■,j`� ;�2t\ Q RATE EXCEEDS 5 MIN./INCH, BASINS SHALL BE EXAMINED FOR POSSIBLE r D hWNING w REDESIGN PRIOR TO INSTALLATION. t t IF /� REMOVE AND ABANDON .15 � ` c" r � 1.50 j° ; :4 '+ 6 TLAN MBERCAP c 6.UNSUITABLE MATERIALS ENCOUNTERED AROUND INFILTRATION "'V +t MCDONNELiL ENTERPR/SES LLC. ,' EXISTING WATER CONNECTION 3 ... LAYERS SHALL BE REMOVED FOR 5 FT AROUND THE SYSTEM t MAP 30f - PARCEL 153 IN ACCORDANCE WITH THE = PR 32.2 ,' RETAINING WALL \/ AND REPLACED WITH SAND BORROW PER MHD M.1.04.0 TYPE B ' BARNSTABLE BOARD OF OPO,SED 3 -0 I�Q / rkor 25 rl HEALTH AND BARNSTABLE Est 3 STO ° a END SILT FENCE / 7.STUMPS FROM THE CLEARING OPERATION SHALL BE REMOVED FROM SITE AND WATER COMPANY 0 �BOR F' �Y '3v / DISPOSED OF IN A LEGAL MANNER. T OO 'R1NT w ��DI'`G 2.5 t O / 8.DISTURBED AREAS SHALL BE PROTECTED AT ALL TIMES TO CONTROL DS OTAL GR �x'ST1NG ."'"''�2 $F- 2 - • e 0' ' j / SEDIMENT TRANSPORT BEYOND THE LIMIT OF WORK. O oss ®0 8U1L p�NO _ .. :n� , EN R 329 ° •- ' r ' F• FFf. 32 AREA x ; p� i 9.DISTURBED AREAS SHALL BE TREATED WITH WATER DURING EXCAVATION, OR `5/ t ,'� / SEWER /0/ 0.3 x �4,177S.F'. `6100 S r ° UP \ o / APPROVED ALTERNATIVE, TO CONTROL THE DUST. a rr ' /N� •' Fi1Nt) Q F ' •'- 45 x 32.25 32.i COLORS &_ CAPE COD INC.� � = 31 g0 ____ + ,-''.' - a `���,, / 10. RSD = ROOF STORM DRAIN / 1-- - ' 31.7 :, .• •° .d O Q DS = DOWN SPOUT MAP A08 - PARCEL 164 31.49 31.e� .•-32:9 2 �? 3 ��� ROOF DRAIN TO BE INSTALLED AT 1.00% MINIMUM SLOPE ® LOr 24 pop Aj r a" HDPE = HIGH DENSITY POLYETHYLENE PIPE (TO BE SMOOTH WALL INTERIOR r 31. 32.87 a 3 _ I U.O.N.) FND / r' / i / LRB-31.39 ,' 32.37 ��9 x 32:$. , o A 4 DOMESTIC C0 / 1-2ais m 4\e tr 32.34 2.90 / I 11. TOW - TOP OF WALL L N 1 0 3t,8 32.44 " 9 0 / 11EG = TIE INTO EXISTING GRADE /END SILT FENCE N z ..• • D/S 6 FIRE PROTECTION® DS T.O x 32. N / EAU 34 L a J 3 ' r = RE MO AND ABANDON WRAP FILTER FABRIC � ••- ,_ „ AROUND GRATE ��` _ 32.7� b ?�� gg g 32•88 3280 0 / EXISTI G WATER CONNECTION I h 32.9 2.9 IN A CORDANCE WITH THE s G,�;RA�EL DRIVE T /' SE TYPICAL DETAIL #140 CB 1 ` 3t 11 L84 r Iqr t DS 2. 8 / BAR STABLE BOARD OF R-31.00 " HE TH AND BARNSTABLE FOR LEACH BASIN INSTALLATION 1-�� � ► � 8, ' 2•9��" W =D1p __ -N`pO��` w I SD / WA R COMPANY �C / STOCKADE N W W p l � j CB/CL/T99/6I,K -- i MOUNTABLE-S ONE BERM FENCE 30.8 CAD W Ca /� L PAD-EXIJ �, w �" OIP W I 32.6 5f.5 South Street AND STAB IZ CONSTRUCTION #6 01 '� � _ ,.'�� N HOpE 0 1.0 33W� W PROTECTION LINEINSTALL NEW ■ ' LB1 1t `'' 32.89 be W / Hyannis$ Massachusetts EXISTING G ,' A- � J x , _ RAYeL °RIVE = LB2 .3 Ui O PREPARED FOR l`• l rl / =,'� 1 JJK Al FND ° ' � ,' INSTALL NEW WATER SERVICE Shane M. Pacheco 1 _�`•` ?z- . 0 -�. ' CONNECTION. EACH UNIT TO r 32. ��, LB3. T.O.W. �� / 7�4 Great Hill Road, Sandwich, MA 02563 9 I STOCKADq CB/SE LG ,Qp ---.� Gg j R-3212 - x33.1 �, BE S PARATELY METERED Phone.- (508) 36�-?�456 / �'O FENCE �� .01 / 1 BENCHMARK � 327 i v � t O v' PK/NAIL FND -� U x x 3• i 44 TITLE / ELEV. = 31.22' 31.77 /� GEC `, VG 32.,4.0 32.6 r /� ■ . ■ E � w Grading and Utility Plan TIE INTO EXISTING UTILITY LB2 1.60$ _ __ / POLE WITH UNDERGROUND 1.31.87 - 32. o ELECTRIC TELEPHONE AND � 32. 2 , DNE. 32.89x �, / BAXTER, NYE & HOLMGREN, INC. CABLE, AS REQUIRED fklsnNc 47 MA-.1 • -1 7 LF - 12" HDP O <C1Nc x2�58 \ 09• zON $ 33• �� / Registered Professional 32.63 � �ST1NG N F AT S=3.57 ° #1s NEw E x32 75 UP#189 Engineers and Land Surveyors / to op EDMOND W., DERY, JR. N 812 Main Street, Osterville, MA 02655 / /MAP 308 ^� PARCEL 154 � -'- t Phone - (508) 428-9131 Fax - (508) 428-3750 -' / 33.2010 0 10 20 LOT 19C 120 - _� :�------ HP I� .082 3 610 SCALE IN FEET / 33____ - � / SCALE: 1 = 10 .82 33.04 / / Date: 5/7/03 33.26 / HISTORIC DISTRICT COMMENTS / MWE 8/22/03 za�t sr�REPORT CMMTS - rARKc COUNT PRO �_ , �� OF F MWE 7131103 7124103 SPR COMMENTS Cm3 N/F PARK1�SED EXPAND / MWE 7/15/03 SPR COMMENTS NANCY LUC/EN EAZM ED`�--- `''�� G) -+ REV. BY DATE: REMARKS N r DRAWING NUMBER MAP 308 ^- PARCEL 161 M91� LOT 19D IQ G.� H:\2003\2003-013\ CIVIL\PL0T\2003-013-UGD.dwg NAL Proj# 2003-013 NOTES: COMPACT BACKFLL 6' LIFTS 1. ALL SECTIONS SHALL BE DESIGNEE FOR H-20 LOADMQ 24- DIA. C.I. FRAME NIC DESIGN FOR H-20 LOADING 2.COPOLYMER MANHOLE STEPS SHALL BE COVER MARKED *DRAIN" INSTALLED AT 12. O.C. FOR THE FULL FINISH MPE FINISH GRADE DEPTH OF THE STRUCTURE. 12'MIN. } To _ 1YMN. 'SEE NOTE 6 7 _ 3 PROVIDE V KNOCKOUTS FOR PIPES WITH OVERLAY 12' MIN. OVERLAY 46- DUL CATCH BASIN MORTAR PI MAX PE�COHNEC110N5 OF WPE. .vies .. .,F R. r .L . • ` I 2. 4.JOINT SEAUINT BETWEEN PRECAST SECTIONS 0 O m 0 •°° % °' • 0 ® 0 [� O O m m 0 • •;° PEASTONE LAYM ALTERIJATE TOP SLA3SI SHALL BE PREFORMED BUTYL RUBBER(STEEL REINFORCED FOR H-20 LOADING) SURFACE ° �"rae •*� �' °•� 2°" °� ° (4) 12• 5.DRAIN CATCH BASIN FRAME AND GRATE 0 • , °8 8 KNOCKOUTSSHALL BE SET NN FULL MORTAR BED. ( E)FNT >?�•t 0 m m Om 0 °..°°° D O 0 O O O m D $ o ADJusT TO GRADE MATH CLAY BaK�K ANo 8. o oo ° MORTAR ; . SEALEDCAP FINISH GRADE . . .o GRADE 00a o• 0 ® 13 O m 0 .3�A-11 1 sTnNN 0 0 O O e O IE3 m 0 ° rum w 1 �`• ° .ODo o°. 0 0 0 0 3/4--1 1/2' CLEAN WASHED pO. SEE 6' 24' CATCH BASIN FRAME AND MATE � �ti°O DEPT S o o°� 0 m O O O O ![] m 0 � ° ° m ° O m O O O O 93 m 11 ° o STONE FI L NOTE 5 SQUARE au o °cp de 4Po PRECAST & (40%VOIDS). C ° 9 DRY WELL If 244 dI MMI r 2 •) •,moo ° COMMON FILL/ b °° 0 m m O O O ® m 0 °�o °!p•Cp°oa°: 0 ® O O O ICI m 0 - ° 0.° FIL1EIt FABRIC - (lIOIE puTID w ORDINARY BORROW Kp °c� o o a o 'o o ti i o 0 m C3 O C3 O m m 0 O O O O O O ' O O m m 0 SEE ABOVE HOOD 24 OUTLET ° o 0 D 0 (ADDITIONAL LEACr1I10 BASINS .0. ',� AS REQUIRED - SEE STORM DRAINAGE ff>�Q7(IElt a CO, ° 3P % �° PLAN FOR LAYOUT AND QUANTITY) p�dT 6pglp SEE PLANS z 45"PVC(SDR35) BEND .oP Ks If PERF. PVC - o b v• 4 .°�+ 4 0 °°°Co8 0 0 (AS NEEDED) ► '� °" ��� � 45'MfYE PVC c -DOG HOUSE-OPEMNG IMTH '� e, _' :s ii{o• -HAND TAMPED = •:� �• o Q' SET LEVEL. *CP �j ,r mp Ati,!:-s1'be:V BACKFlLL �e O °��' / ► tP NON-SHRINK GROUT o• ° °• 4N!'DNA BASIN HAUNCHING AMPED �o °• •o a"op�'.� o• '° ' ._ TO SEWER FROM BLDG. < ` w ° O *COMPACTED io ° o 8- PVC (SDR35), tx MIN. SLOPE z BEDDING SEE NOTE 4 °D COMPACTED ACCEPTABLE COMPACTED SUBGRADE 6-LAYER OF 3/4--1 1/T' AS � If COMPACTED 1. BASE SECTION SHALL.BE MONOLITHIC MATH e' OUTSIDE DIAMETER. STONE BASE BY THE ENGINEER X 1 � GRAVEL BORROW 2.ALL PRECAST COMPONENTS SHALL BE DESIGNED FOR H-20 LOADING. f 3.CONCRETE SHALL BE COMPRESSIVE STRENGTH 4000 PSI. TYPE I CEMENT. 4.FRAMES AND COVERS SHALL BE HEAVY DUTY AND DE90NNED FOR H-20 LOADING. � � COMPACTED NOTE TYPE 5 LAYING CONDITION 5.PROVIDE 'V"KNOCKOUTS FOR PIPES WITH r MAX. CLEARANCE TO OUTSIDE OF PIPE MORTAR ALL TYP. PIPE CONNECTIONS. COMPACT TO 95X STANDARD PROCTOR (MIN.) IN 6- LIFT (MAX.) 6.STANDARD MANHOLE FRAME COVER SHALL MEET MUNICIPAL AND/OR STATE SPECIFICATIONS _WHEN APPUCABLE , 7.STANDARD MANHOLE FRAME Nk COVER SHALL BE SET IN FULL MORTAR BED. ADJUST 1D GRADE ' .�.} ' MATH CLAY BRICK WHEN GRADE TO TOP OF PRECAST UNIT DISTANCE IS 1'-0' OR LESS (5 COURSES ° � "�p MAX.). USE SOLID CONCRETE BLOCK MHEN DISTANCE IS GREATER THAN 1'-0-. c_ UTILITY TRENCH N.T.S. c- SUBSURFACE LEACHING BASIN N T S. c- SHALLOW CATCH BASIN (CB) WITH TRAP N r c- SEWER SERVICE CLEAN-OUT N.T.S. r e DETAIL `1 DETAIL. DETAIL. DETAIL HORSE CONNECTION MARKER (IYP) EXCAVATION PAVEMENT LINE 12- I 6 PVC PIPE 8 PVC STOPPER / TREATMENT VARIES VERTICAL 9. GRANITE CURB SURFACE TREATMENT �a VARIES BITUMINOUS CONC. PAVEMENT 6' 2- (TOP COURSE) o. `�•� SLOPE VARIES .. PROPOSEDT. PAVEMENT SLOPE BITUMINOUS VARIES CONC. PAVEMENT EDGE OF PAVEMENT 8• PVC PIPE 1 00 09 0• 3- (tI1NDr3t COURSE) OR CURB LINE z g•PVC STOPPER o. 1 0. 1 :V 00. 1T m 1 12 a.ie o O o• p ob- • .� o 8O o EXCAVATION PAVEMENT LINE ` ,� O o 0 0 ° ° o O TREN WIDTH P 'b ;h. .t: ° °.4 00 .p O 00 00. o p• Oo O.4 0�..0. o. 00 $o. rd A:: °• .4 OO' .C13°Oa b O :.0 O O Oo .R O• o'° ,.p o0° : I O o $ o. O R O PLAN VIEW .b�- Y MAX LIP po°b 8°�. o ��$oO� °•� oo Op o° os° $ 00 �° 0�b' • • • $ O 0 •°O 0• • o .•O oOQi 0 00 }^�a° $o op .(0°0 • oDOo80�.4 °0 °. °O 0 ° dc'1 ' r 3.000 PSI CONCRETE- NOTES \ FIELD PLACE - PVC PI 1. THE MAXIAKIM ALLOWABLE ROUTE (SIDEWALK) AND CURB RAMP 6'1�6' 6 COMPACTED CROSS SLOPES SHALL BE 2.OX : GRAVEL BASE BITUMINOUS COMI 1'.CTED �[ 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE TACK COAT GRAVEL BASE EXCLUDING CURB RAMPS SHALL BE 5X COMPACTED g' pVC 30' 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB SU�ftADE COMPACTED BEND RAMPS SHALL BE BX SUBGRADE 4. A MINIMUM OF 4 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE M ACCESSIBLE ROUTE (I.E.. HYDRANTS. UTILITY POLES, TREE WELLS. SIGNS, ETC.) 5. CURB TREATMENT VARIES. SEE PLANS FOR CURB TYPE S. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDINM PVC BRANCH Y CONNECTION 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION SECTION VIEW c- SEWER CONNECTION N.T.S. c- ACCESSIBLE CURB RAMP - TYPE 'A' N.T.S. c- VERTICAL GRANITE CURB (VOC) N.T.S. CAPE COD BERM (CCB) N.T.S. :za DIETAIL `' C�ET/�IL � DETAIL �►CTAIL � : 525 South Street Hyannis, Massachusetts PREPARED FOR [40 00NCRETE CRET SIDEWALK Shane M. Pacheco CURB VARIES FINISH 74 Great Hill Road, Sandwlch, MA 02563 GRADE Phone: (508) 364.2456 4' REINF. CONC. SLAB FINISH 4' W/ 6 X 6 INTITL 1.4 X W 1.4 E PAVEMENT W.W.M. -x-X _x TACTILE WARNING Details TEXTURE 1�2- BITUMINOUS SURFACE COURSE/DENSE MIX EXPANSION �® PER MHD M311.03 TABLE A PREMOULDED JOINT JOINT FILLER EXISTING GRADE .o .:•o.- •°.�--.off..v�o•?.:, (WHEN PROVIDE MONOLITHIC BAXTER, NYE & HOLMGREN, INC. o •° o- -.a�.qz 1 1�2' BITUMINOUS BASE COURSE/ BINDER WHEN ?•:o;Q.'v a "'a.•Q• :.o n;. MHD M3.11.03 TABLE A , NCH WITH /3 REBAR •• _ W.W. MESH GAUGE READ) n.o 0 0, 12- CRAVEN BORROW M1.03 O.TYPE A OR 8 VARIABLE TOP 3G BOTTOM 06 . o $• 00 ° 0,0 a o OR RECLAIMED PAVEMENT BORROW M1.11.0 TIE IN FLUSH TD EXISTING Registered Professional a- �go°o • ° ° o . 0 .o 0 6' GRAVEL BORROW ADJACENT SURFACE $ ° ° o 0 0 0: a o a (COMPACTED) MAX SLOPE 1:12 Engineers and Land Surveyors NOTES:- OTES 812 Main Street, Osterville, MA 02655 o STANDARD DUTY EDIBLE PAVEMENT COMPACTED SUBGRADE 1. CEMENT CONCRETE STRENGTH Phone - (508) 428-9131 Fax - (508) 428-3750 M TO BE 3500 PSI AT 28 DAYS. 0 2. PROVIDE EXPANSION JOINTS cli COMPOSITION AND COMPACTION ACCEPTANCE TESTS AT MIN. 16 FT. O.C. MOTH PRE- CONCRETE , MOULDED JOINT FILLER. SIDEWALK N 0 1. OBTAIN SAMPLES FROM PLANT TO INDICATE CONFORMANCE WITH M3.11.09 3. PROVIDE TOOLED GUMMY 1/2- PREFORMED SCALE: N.T.S. EXPANSION JOINT 01 2. PAVEMENT DENSITY AS OUTLINED IN M3.11.09 JOINTS AT 4' O.C. NOTES_ 6 COMPACT GRAVEL 4. PROVIDE BROOM FINISH IN BLDG. FACE OR i_1� 3. ALL SAMPLES TO BE TAKEN IN ACCORDANCE WITH AASH70 T230 DIRECTION PERPENDICULAR FIXED OBJECT 1. SHALL BE IN CONSTRUCTED IN o TO CURB. ACCORDANCE WITH ADA AND 4. MATERIALS SHALL MEET OR ACCEED THE REQUIREMENTS SPECIFIED IN SECTION M111.00 MV16ON III JOINT DETAIL AAB REQUIREMENTS QUI o MATERIALS AND THE FOLLOWING SUBSECTIONS MINERAL AGGREGATE :M311.04 BITUMINOUS MATERIALS :M3.11.06 2: CEMENT CONCRETE STRENGTH Dote: 5/7/03 o MINERAL FILLER :M3.11.05 COMPOSITION OF BASE COURSE :M3.11.02 TO BE 3500 PSI AT 28 DAYS. 0 3. PROVIDE EXPANSION JOINTS 5. THE BITUMINOUS CONCRETE BASE COURSE SHALL BE CONSTRUCTED IN ACCORDANCE WITH RELEVANT SECTIONS/PROVISIONS OF SECTION 460 FOR CLASS I BITUMINOUS CONCRETE PAVEMENT. TYPE 1-1 AT MIN. 18 FT. O.C. NTH PRE- Sd OF MWE 8 22 MOULDED JOINT FILLER. spa- / /03 HISTORIC DISTRICT COMMENTS o d +T� MWE 7131103 7/24/03 SPR COMMENTS j 6. CLASS I BITUMINOUS PAVEMENT ,TYPE 1-1 REQUIRED THE SAME TESTING AS BASE COURSE AND 4. PROVIDE TOOLED DUMMY C04 J SHALL HAVE A MINIMUM OF 95X COMPACTION, TESTING TO BE COMPLETED BY METHODS JOINTS AT 4' D.C. MWE 7/15/03 SPR COMMENTS OUTLINED IN M3.11.00 043183 REV. I BY DATE: REMARKS DRAWING NUMBER C-I BITUMINOUS CONCRETE PAVEMENT SECTIONS N.T.S. c CONCRETE SIDEWALK N T S. HANDICAPPED RAMP X-SECTION; S�ONA H:\2003\2003-013\ CIVIL\PL0T\2003-013-DT.dwg DETAIL DETAIL 3` `'+ DETAIL r-, Pro j# 2003-013 0 0 N 0 i HARDWOOD STAKES SEE W LI9rAND P�P M+TrPE OR DEADMAN (TYPJ NOTE SAILxNc A BUILDING FACE/POPCH/WALKWAY - SEE ARCHITECTURAL DRAWINGS PRUNE OPECTED BY LAW)SCAPE Or TREE PIT ARCHITECTC OR CONMqCTOR V COVER ROOT BALL BLACK REINFORCED RUBBER May Vary GUY WIRE HOSE (ABOVE FIRST BRANCH) MULCH0 1 B` GRANITE CURB / PLANTER WALL ELM! THREE STRANDS OF r10 GAUGE TIP. � OR ALTERNATE FIELD STONE (SEE SECTION) TWISTED GALVANIZED STEEL MIRE ZERO SLUMP CONCRETE PLANT AT THE SAME DEPTH ) AS PREVIOUSLY GROWN. 2•x2'xW HARDWOOD STAKE (CONTINUOUS CRADLE (3 STAKES PER TREE) . TIGHTEN As SHOWN. , ' _ ... '— LOAM i 3• PINE BARK MULCH I iv UNTIE AND ROLL BACK BURLAP { s'" rL pp GRADE LOAM SURFACE • _�RU CONTINUOUS CONCRETE CRADLE FROM 1/3 OF ROOT BALL (MIN); TREE SHALL BE SET PLUMB, L4� TO SLOPE TOWARDS IF SYNTHETIC WRAP IS USED. 4'-A' AFTER SETTLEMENT BACK OF PLANTER _ c�7: (WET PLACED. BOTH SIDES) REMOVE COMPLETELY. 90 rt - S o 'b' Y'r. yr. - i. t .• FINISH GRADE ROOTBALL SHALL BE SET 2" o ° o u p �, %'^ • s i SLOPE TO FORM SAUCER. ABOVE THE ESTABLISHED 12' o 0 00 o PLANT BACKFILL MIXTURE FINISHED GRADE p 9p �°8 °O 0 o O O O y' . _� ' MORTAR O e ° O ::, r. BETWEEN STONES SCARIFY EXISTING SOIL R BLEND Cb 3" PIVE BARK MULCH, ° ° A ° •d• 0 0 • , '' •`: '. WITH PLANTING MIX 1IL DO NOT PLACE MULCH ° O O o O �Z�-`�- r..I~' _'.�,. �•. / WITHIN 3' OF TRUNK. HH ZERO SLUMP CONCRETE 8' MIN. AND COMPACT TO 90X I I �I I I II I I i O O O o m 6 i t (CONTINUOUS CRADLE) -�/ ° SUBGRADE 3' SLOPE TO FORM 3" HIGH SAUCER. WIRES 110N KED IMAM — C. ,^_(g'_r:t e 8' \�VARIES 8' SIZE -I o p — O MIN. MIN. — O 6 6 ?;:.:�•`• m PLANT BACKFILL MIXTURE — • MIL MX-SEE SPfTS TROY I — o TYP. TYP. UNTIE AND ROLL BACK BURLAP IAND90VE ARCH IM. 8' FROM 113 BALL L '� /. /. /. i IF SYNTHETC T WRAP S ( � NOTE: USED. TYP. TYP. REMOVE COMPLETELY. FOR TOP OF PLANTER WALL ELEVATIONS, COMPACTED SUBGRADE ALTERNATE FIELD STONE SECTION 18' O SEE GRADING PLAN EXISTING Sl1BGRADE, R TOPSOIL MOUND COMPACTED 12' GRAVEL BORROW 12" VARIES 12' C- SHRUB PLANTING N.T.S. C_ TREE PLANTING (For Trees under 49 caliper) N.T.S. c- GROUND COVER PLANTING N Ts. a GRAWE OR STONE PLANTER N.T.S. � _ DETAIL ��_�. L'1ETAIL �ate L DETAIL a:. � DETAIL i I 2 1/2"0 12 GAUGE 0 DCA. HEX HEAD o BOLT W/HEX NUT AND o 0 0 SITE NOTE: OFFS WASHERS ET SHGN 2'-8' FROM FACE OF b 2'x 27x 4' WOOD STAKE 50*MIN. CURB WHEN REQUIRED FOR CAR OVERHANG FINISHED OR APPROVED EQUAL " ',: GRADE .•.ice-;�•:: MIN. SILT FENCE �' c `• o MIRAn 14ON OR ^�: '�' '� 'z•` s` -` APPROVED EQUAL :.` �; ?� 4�t` N ,nbq'sRn. ppsi� :c' P r w.rp1jSEE •� `�"" r4 O 18' 4• 4* R FOR SIGN FACE -- - o �{ =-==. i BOTH WAYS BITUMINOUSPLAN V" =- PAVEMENTT b APPROVED SHEET METAL = 2 1/4"4 12 GAUGE o TRAFFIC SIGN FACE 0 ACTED f �CLASSLJ CEMENT CON(XHE7£ SU�BGRADEWORK EXISTING A MINA"(MM.) PAVEMENT !6 r - � . A. � b 2 1/2 GA VR"T ID BREAK ANMY I ETAL SIGN SUPPORT A - r.•.r . .. , • a � � 7s Ti r 3/B• DIA. PAN HEAD a---- MN. PATCH. REPAIR AND FLOW PROTECTED FILTER MOUNTABLE BERM MACHINE SCREW AREA FABRIC (8' MINIMUM) 2' MIN. REPLACE EXISTING PAVING W/HEX NUT AL (WETLAND) 1r CRUSHED STONE DLISii� REPAIR ANY o & WASHERS DESIURBED AREAS OF I o TOP OF LOAM n " GROUND A` A CROSS-SECTION 2'-0 R� OR NG 00 AL 12 FIB£R OR PVC 0 4` EMBEDMENT WASHER o NOTES: o (MIN.) 1. ENTRANCE WIDTH SHALL BE A TWENTY-FIVE (25) FOOT MINIMUM, BUT NOT w 0 LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS, 0 0 V (MIN.) 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH 0 PLACE 4' OF FABRIC SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC SIGN 0 ALONG TRENCH AWAY RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH NOTE: SYMBOL SHALL BE CENTERED / p FROM PROTECTED AREA ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANOUT 0 IN PARKING STALL BACKFILL AND TAMP OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, o DROPPED. WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE \ \�o COMPACT \\�\\//\ o CBNtA '' \/\ /\//\ REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED. � PERIODIC INSPECTION AND MAINTENANCE SHAD. BE PROVIDED AS NEEDED. a \/\�\" 0 CONCRETE (FILLED QIF B ) SKaN PANEL AIRACHMEN' c- IRE SILT FENCE BARRIER N.T.S. 0- STABILIZED CONSTRUCTION EXIT N.T.S. c- DLWSTER PAD N.T.S. c_ HANDICAPPED PARKING STALL SYMBOL N.T.S. c- TRAFFIC SIGN POST N.T.S. DETAIL : gyp.::. DETAIL DE9'AIL DETAIL DETAIL 525 South Street Hyannis, Massachusetts BLUESTONE PAVEMENT PREPARED FOR EXPANSION JOINT • Shane M. Pacheco 74 Great Hill Road, Sandwich, MA 02563 REINFORCED CONCRETE BASE Phone: (Soe) 364.2456 r-9. O.R MAX 1. FLIT TOP POST CAP 2' X 14" BLUESTONE TREAD TIRE 1-11/_41'x4s'-1/12"/'WOOD TOP PLATE Details SECx.- '�;, DOD SUPPOOM WITH METAL HANGERS ._, 5 1/2'x5 1/2' WOOD POST 11/z-xs 11r VERTICAL BOARDS Oe a,�" :: :..• •: '- BAX'I'ER, NYE & HOLMGREN, INC. AT 140mm O.C. Oo 00° o °Qo „ - a .. :•• _ EXPANSION JOINT 000 000 00 - 2-1'x5 1/`2' WOOD SUPPORTS o °�o °$ ° p$ ° a • Registered Professional SECURM WITH METAL L H iANGEERS 5�/2' 1x5� (�°° 8 8 : e0 0 =f doe Engineers and Land Surveyors � FINISHED GRADE agggo , � :. �o +• _ MATERIAL VARIES, SEE PLAN 812 Main Street, Osterville, MA 02655 O a _ 002�o 8°° ��goo Phone - (508) 428-9131 Fax - (508) 428-3750 PSI CONCRETE 110 F007INQ SLOPE TOP OF 1 FOOTING AS SHOWN ONO$o e v O g °boo °o • !' .� Ob Qao N� OOgO O0 (� j0O0p(Co�F A. ' .• C �O d SCALE: N.T.S. O ,0� NOTE SEE ARCHITECTURAL �$� ° g 0 GRAVEL BORROW SPE(7FICATKXVS DRAWINGS FOR HANDRAIL ° o i 1. ALL WOOD TO BE NM 1 GRADE CEDAR AND FREE OF DOVE CHI'S. CRACKS. WARPS OR KNOTS. DETAILS STENERS 2. UNLESS NOTED � , I STRUCTURAL CRUSHED STONE Date: 517103 ALL F3 BE HOT DffM GALVENIZIED ALL WOOD TO BE COATED WITH TWO COATS OF SOLID STAIN - CAPE 000 GRAY OR WHITE. UNDISTURBED SUBGRADE SN OF j MINE 8122103 HISTORIC DISTRICT COMMENTS d CONCRETE WALL Z o MWE 7131103 7124103 SPR COMMENTS s MWE 7/15/03 SPR COMMENTS CUS CAL BOARD FENCE N.T.S. c- BLUE STONE STEPS N T o�Fs�G��� REV. EfY DATE: REMARKS DRAN7Nc NUMBER c- VERTICAL _ s oroA H:\2003\2003-013\CIVIL\PL0T\2003-013—DT.dwg • ="�: DETAIL DLTAIL Proj# 2003-013 - LEGEND ABBREVIATIONS GENERAL NOTES* ALL REFERENCES TO CONTRACTOR SHALL MEAN THE GENERAL CONTRACTOR OR HIS SUB-CONTRACTORS. EMT i EMT PROP EMT if�fiOP �A� "CONTRACTOR*( ) 25. RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER MANHOLES ARE APPROXIMATE. L-50.po LP LP LOW POINT 1. ALL WORK & MATERIALS SHALL BE IN ACCORDANCE WITH MASS HIGHWAY DEPARTMENT FINAL ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH GRADING PLANS. =12"D DRAINAGE LINE PROP PROPOSED STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES MHD-SSHB , AS CURRENTLY ADJUST ALL OTHER RIM ELEVATIONS OF MANHOLES, GAS GATES, WATER GATES AND PROPERTY LINE HP HP HIGH POINT ) OTHER UTILITIES TO FINISHED GRADE WITHIN THE LIMITS OF THE SITE WORK. PROJECT UNIT LINE �- �- OVERFLOW DRAIN MIN MINIMUM AMENDED, UNLESS OTHERWISE NOTED. GB GB GRADE BREAK MAX MAXIMUM ---- ---- RIGHT-OF-WAY/PROPERTY LINE -s"RD -RD ROOF DRAIN 27.21 Tc x27.21 TC 2. THE EXISTING CONDITIONS SHOWN ON THESE PLANS ARE BASED ON AVAILABLE RECORD 26. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. LAWN X27.15 BC 27.15 BC TOP a BOTTOM ELEVATION RET RETAIN INFORMATION, PLANS AND AN ON THE GROUND FIELD SURVEY PERFORMED BY BAXTER, AREAS SHALL HAVE A MODIFIED LOAM BORROW PLACED AND SEEDED. THE MODIFIED - - - - - EASEMENT - S - -S - SEWER LINE 21.25 21M NYE & HOLMGREN, INC. ON MARCH 24, 2003. LOAM BORROW SHALL HAVE A MINIMUM DEPTH OF 4" AND SHALL BE PLACED FLUSH -- BUILDING SETBACK -FM -FM FORCE MAIN LINE X/ x/ - SPOT ELEVATION w/LEADER REM REMOVE WITH THE TOP OF ADJACENT CURB, EDGING, BERM, OR OTHER SURFACE. - oHw--- - OHW- OVERHEAD ELECTRIC, TELEPHONE & FIRE ALARM 21 X 25 21 x 25 SPOT ELEVATION REMOD REMODEL 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, STATE HIGHWAY BASELINE THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY 27. THE CONTRACTOR SHALL WATER, MOW, FERTILIZE OR OTHERWISE MAINTAIN LAWN AREAS 1-�0-00 �0 BASELINE - W - - W - WATER LINE+00 BORING LOCATION ABAN ABANDON DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION UNTIL SATISFACTORY GRASS STANDS ARE ACHIEVED TO THE OWNER OR ITS ------- FP- FP- FIRE PROTECTION LINE © ® TEST PIT LOCATION ADJ ADJUSTFURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT. CONSTRUCTION LAYOUT REPRESENTATIVE SATISFACTION. ZONING LINE - G -- - G - GAS LINE ® ® TEST WELL EXIST EXISTING 4. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES 28. THE CONTRACTOR SHALL RESET ALL MONUMENTATION DISTURBED DURING CONSTRUCTION TOWN LINE - UGE- - UGE- UNDERGROUND ELECTRIC ' ' BENCH MARK R&R REMOVE AND RESET FOR POLE RELOCATION, AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL PROVIDE A SURVEY TELEPHONE, CABLE, FIRE ALARM, WATER, SANITARY SEWER, STORM DRAIN, AND ANY OTHER BY A PLS TO ENSURE THAT THE ,MONUMENTATION IS RESET TO ITS ORIGINAL LOCATION. --- STATE LINE - T - -- T - TELEPHONE LINE SWAMP R&S REMOVE AND STACK UTILITIES, BOTH PUBLIC AND PRIVATE, AS REQUIRED. MONUMENTS INCLUDE, BUT ARE NOT LIMITED TO, TOWN BOUNDS, MASS HIGHWAY BOUNDS, FA- -FA- FIRE ALARM __ 550• WETLAND SETBACK FDN FOUNDATION 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE PROPERTY LINE MONUMENTS, IRON RODS, STAKES, CONCRETE BOUNDS, GRANITE BOUNDS ------ GRAVEL ROAD F&P -F&P FIRE do POLICE CABLE -- 100' WEED SETBACK EIEV ELEVATION WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS AND STONE WALLS WITH DRILL HOLES. EDP EOP CAN- CAN- CABLE TV __ BOS BOTTOM OF SLOPE REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY - - - - EDGE OF PAVEMENT ---- 2GXI WETLAND SETBACK AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE CONTRACTOR BC BITUMINOUS CURB --' -- -- 100' WETLAND BUFFER 70S TOP OF SLOPE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY . CCB CC8 CAPE COD BERM ® ®ceCATCH BASIN, _ WETLAND SGE SLOPED GRANITE EDGING THE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. THE CONTRACTOR LANDSCAPE NOTES WETLAND _ MDCB DOUBLr CATCH BPSIN SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. THE CONTRACTOR MUST PRECAST CONC. CURB -�-- + WE1D FLAG VERTICAL � � CURB CALL "DIG SAFE" (AT 1-888-DIG-SAFE) AT LEAST 72 HOURS BEFORE THE START OF VGC voc --r- DRAIN INLET 52-__ 52 _- Sm SLOPED GRANITE CURB CONSTRUCTION. PLANT SOIL SHALL BE 113 SPHAGNUM PEAT MOSS AND 2/3 FERTILE VERT. GRAN. CURB D1 100 YEAR FLOOD PLAIN FIELD LOAM BY VOLUME. SGC - SLOPED GRAN CURB O 0 DMH DRAIN MANHOLE MITIGATION AREA LINE GC GRANITE CURB 6. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, =TD= =TD TRENCH DRAIN GE GRANITE EDGING INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS LIMIT of CURB TYPE WATER PLAN, (SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETTS) PRIOR MULCH SHALL BE HORTICULTURAL QUALITY HEMLOCK BARK. ----- SAWCUT F PLUG/STUB PCC CONCRETE CURB COMMENCING ANY WORK. MATCHM MATCHUNE FESS FES� FLARED END SECTON BB BITUMINOUS BERM TREE PLANTINGS SHALL BE COMMON VARIETIES CAPABLE OF f:�- � U HEADWALL � EpTUMNL�S CURB7. BARTER, NYE & HOLMGREN, INC./J.K. HOLMGREN & ASSOCIATES, INC. ASSUMES NO REACHING A HEIGHT OF 30' ® MATURITY. RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SWL SWL © GREASE TRAP CCB CAPE COD BERM SHOWN. SOLID WHITE LINE SHRUB PLANTINGS SHALL BE COMMON VARIETIES CAPABLE OF Sn SYL SOLID YELLOW LINE © ® COP.TROL STRUCTURE MCC MONOLITHIC CONCRETE CURB 6. THE TERM "PROPOSED" (PROP.) MEANS WORK TO BE CONSTRUCTED USING NEW A MINIMUM HEIGHT OF 3' 0 MATURITY. BwL - BX - BROKEN WHITE LINE NIC NOT IN CONTRACT MATERIALS OR, WHERE APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED - BYB - BROKEN YELLOW LINE SMH SEWER MANHOLE NTS NOT TO SCALE AS "REMOVE AND RESET". (R&R) SWCHL SwCHL SOLID WHITE CHANNELIZING LINE TYP TYPICAL 9, UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION LOWER STORY PLANTINGS: SHRUBS 30-46 INCHES SYCHL SYCHl OO ® WATER MANHOLE APPROX APPROXIMATE NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND POST SOLID YELLOW CHANNELIZING LINE WATER BONDS ASSOCIATED WITH SAME, AND COORDINATE WITH THE ENGINEER AS REQUIRED. DYL D® D4 D4 WATER GATE i PLANTS SHALL CONFORM TO MOST RECENT STANDARDS OF THE DOUBLE YELLOW LINE EQ. EWE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED AMERICAN NURSERYMENS ASSOCIATION. sl STOP LINE Sv -' � 1 Z SL W' VALVE, LA �DSC� AREA IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING MSER PRESSUREREgI!^�R UON UNLESS OTHERWISE NOTED INFORMATION OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE PROVIDE 6" TOPSOIL & FINE GRADE & SEED ALL AREAS r DISCOVERED, THE CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER IMMEDIATELY NOT OTHERWISE NOTED. STEEL GUARD RAIL y y SIAMI:SE CONNECTION VIF � IN FIELD UPON DISCOVERY AND AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION - WOOD GUARD RAIL TC TOP OF CURB OF THE AFFECTED WORK. IVD FIRE HYDRANT ALL PLANTINGS AT DRIVE WAY ENTRANCES WILL BE MAINTAINED TO A o-o-o -o-o-o- STOCKADE FENCE o o WATER MI. BC BOTTOM OF CURB TER 11. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL HEIGHT OF 3' OR LESS AS TO NOT OBSCURE TRAFFIC VISIBILITY. : :::: : ; : : ;;;;;;;;;;;; pAn{ PTV PTV HP HIGH POINT BUILDING DIMENSIONS AND CONSTRUCTION. . BUILDING DIMENSIONS ARE SHOWN FOR • POST INDICATOR VALVE COORDINATION WITH OTHER SITE WORK ONLY AND SHOULD NOT BE USED TO STAKE OUT w -e"Y % TREE UNE 4 ® WILLLP Low POINTBUILDINGS. SITE CONTRACTOR SHALL STAKE OUT THE EXTERIOR BUILDING CORNERS FROM --X-X-X- -x-x-x- CHAIN LINK FENCE 0 SPRI141EI'1 HEAD? G8 GRADE BREAK THE LATEST ARCHITECTURAL PLANS. THE CONTRACTOR SHALL NOTIFY J.K. HOLMGREN & IRRIGATION NOTES (WHEN REQUIRED) -- TOW TOP OF WALL ASSOCIATES, INC./BARTER, NYE, & HOLMGREN, INC. OF ANY DISCREPANCIES `BETWEEN SITE STONE WALL 0 s ' a r3' F' PLAN DIMENSIONS AND ARCHITECTURAL BUILDING PLANS BEFORE PROCEEDING WITH ANY �-- --r =-v- RETAINING WAL Gm N o c r, ,, ;>� ? Bow BOTTOM of wAu. PORTION OF SITE WORK WHICH MAY BE EFFECTED SO THAT PROPER ADJUSTMENTS TO THE CONTRACTOR TO BE RESPONSIBLE FOR PROPER COVERAGE OF AREAS _ - �� -- UG UNDERGROUND SITE LAYOUT CAN BE MADE IF NECESSARY. TO BE WATERED I.E. ADJUST HEADS WITH INSUFFICIENT COVERAGE r-r i-r-rr-r� HAY BALES © 0 p,H t , ., Nplc. DUE TO BLOCKAGE BY EXISTING OR PROPOSED SITE FEATURES. \ 1 E:I.�.Ct payy�ifl: box '8 2. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF EI � UTL" OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY AND CONTRACTOR TO REFER TO LANDSCAPE PLAN TO KEEP SPRINKLER ---2----- -{ MINOR CONTOUR COORDINATE WITH THE OWNER, ITS ENGINEER OR REPRESENTATIVE. . EM ELEf:fh`G METER EQUIPMENT AND ACCESSORY MATERIAL FROM INTERFERING WITH PROPER - - -10- ar CHANGE IN TYPE �•- MAJOR CONTOUR LIGHT P01E PLANTING, I.E. VERIFY ROOT BALL SIZE FOR PLANTING. -Ts -TS TOP of SLOPE FrlcG FRAME AND GRATE 13. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL CONSTRUCTION Bs Bs- BOTTOM of SLOPE 4 t 7.000 LIGHT F&C FRAME AND COVER MEANS AND METHODS. J.K. HOLMGREN & ASSOCIATES, INC./BAXTER, NYE, AND HOLMGREN, RAINBIRD CONTROL VALVES, COUPLINGS, SPRINKLER HEADS - .� 0-0 LIGHT RXE (SINGLE) INC., DOES NOT ASSUME ANY RESPONSIBILITY IN JOB SITE SAFETY FOR CONSTRUCTION C/0 CLEANOUT METHODS USED. ALL FEDERAL, STATE, AND LOCAL OSHA REQUIREMENTS AND REGULATIONS 700 LAWN ROTOR WHERE REQUIRED. SERIES 1812 AND 1804 SHALL BE USED. USE TORO SUPER SIN L� . M 'L_E LUMINAIRE RCP REINFORCED CONCRETE PIPE SHALL BE FOLLOWED BY ALL PERSONNEL ON THE JOB SITE AT ALL TIMES. 'I BUILDING DOUBLE LUMIN4IRE VCP VITRIFIED CLAY PIPE MAINLINE AND LATERAL LINE PIPE SHALL BE CLASS 200 PVC 14, `l-IE CONTRACTOR SHALL REMOVE ALL STUMPS, RUBBISH, AND DEBRIS FROM THE EN EN BUILDING ENTRANCE z TRIPLE LUMINAIRE PROJECT SITE. STORAGE OF THESE ITEMS WILL NOT BE PERMITTED ON THE PROJECT ]4 ]4 PVC POLYVINYL CHLORIDE PIPE IRRIGATION SLEEVE SHALL BE SCHEDULE 40 PVC 14L _�LD LOADING DOCK QUAD LUMINAIRE CMP CORRUGATED METAL PIPE SITE. THE CONTRACTOR SHALL LEAVE THE SITE IN A SAFE, CLEAN, AND LEVEL ]IOHD }4OHD OVERHEAD DOOR _ J_ WALL PACK ACC1P ASPHALT COATED CORRUGATED METAL PIPE CONDITION AT THE COMPLETION OF THE SITE CLEARANCE WORK. INCLUDE BACKFLOW PREVENTER ASSEMBLY AND SPRINKLER CHECK VALVE DEVISES WHERE LOW HEAD DRAINAGE MAY OCCUR. BOLLARD CI' CAST IRON PIPE 15. ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE LIMIT OF WORK SUB GRADES SHALL F ❑D DUMPSTER PAD TELEPHOH�`. MANHOLE DIP DUCTILE IRON PIPE BE REMOVED, AS .DIRECTED BY THE ENGINEER OR OWNERS REPRESENTATIVE, TO NATURAL T TS TS TRAFFIC SIGNAL STABLE GROUND BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL LOAM �� HYD HYDRANT PEAT, ALL ORGANIC MATERIAL, SNOW, ICE, CONSTRUCTION` RUBBLE, TRASH, AND OTHER 525 South Street a DOUBLE SIGN 0 El SIGNAL BOX GV GATE VALVE DELETERIOUS DEBRIS. PM PM FACP FRCP • PARKING METER C== FIRE ALARM CONTROL PANEL CAP CORRUGATED ALUMINUM PIPE Hyannis, Massachusetts o a 10 PARKING COUNT FIRE ALARM BOX INV INVERT ELEVATION 16. TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED AND RESET ONLY PREPARED FOR UPON APPROVAL OF THE ENGINEER OR OWNERS REPRESENTATIVE. CID COMPACT PARKING STALLS El 0 TRANSFORMER PAD PWW PAVED WATER WAY Shane M. Pacheco IIIIIIII�II IIIIIIIIIII CROSSWALK 0 0 MANHOLE UP UTILITY POLE 17. AREAS OUTSIDE,THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS, WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS REPRESENTATIVE, 74 Great Hill Road, Sandwich, MA 02563 c o- C. -o UTILITY POLE/GUY WIRE TV TAPPING SLEEVE, VALVE AND BOX - SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE 0 CONC. PAVEMENT ® [a HMO HOLE COND CONDUIT CONTRACTOR'S EXPENSE. Phone: (508) 364.2456 STANDARD DUTY FLEXIBLE PAVEMENT ® ® PULL BOY SWGPP SMOOTH WALLED CORRUGATED POLYETHYLENE PiPZ TITLE HEAVY DUTY FLEXIBLE PAVEMENT ® SILT FENCE/HAYBALE DS DOWN SPOUT 18. EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. IT SHALL BE THE RESPONSIBILITY OF Legend and General Notes DIVER�IGIN BERM/SWALE URB �p ® HANDICAP RAMP CS C STOP FOR WATER LINE THE CONTRACTOR TO MAKE THEIR OWN DETERMINATION AS TO THE LOCATION OF SUBSURFACE ROCK. g HANDICAP PARKING AND NAY BALE CHECK DAM PD PERFORATED DRAIN - i9. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE, SEWER, AND UTILITY & VAN-ACCESSIBLE HANDICAP PARKING FACILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY FACILITIES BARTER, NYE & HOLMGREN, INC. > VAN p PI POINT OF INTERSECTION ID INTERCEPTOR DRAIN DAMAGED BY CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE n ® CART CORRAL FLARED ED1r1 SE4:nON (fES) PDRA PREVIOUSLY DISTURBED RIVER fR(XrT AREA CONTRACTOR'S EXPENSE. Registered Professional Detail no. �� NTH STONE PROTECTION � �� �� 20. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS NOTED N ARCHS OTHERWISE. Engineers and Land Surveyors • DETAIL (SEE W WA 4 Sheet no. NCH. DRAWINGS) s'PD PERIMETER DRAIN 812 Main Street, 0sterville, MA 02655 o S SEWER 21. JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT o PAVED WATERWAY (PWW) E ELECTRIC EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED. Phone - (508) 428-9131 Fax - (508) 428-3750 O WITH STONE PROTECTION CA T TELEPHONE 22- ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED ® JUTE MAT IN SWALE G GAS SLOPES ON WALKWAYS TO BE LESS THAN 5% AND ALL CROSS SLOPES s 2%. ALL co WORK WILL BE IN ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE U.S. SCALE: N.T.S. ACCESS BOARD, AMERICANS WITH DISABILITIES ACT &- COMMONWEALTH OF Q TREES MASSACHUSETTS, ARCHITECTURAL ACCESS BOARD. i 23. FINAL LAYOUT AND STAKING OF ALL PROPOSED FEATURES AND GRADING SHALL BE 0 SHRUB REVIEWED IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO Date: 5/7/03 o ANY SITE PREPARATION OR CONSTRUCTION. THE CONTRACTOR SHALL NOT ADJUST OR MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED FEATURES WITHOUT FINAL APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL AGENCY WHICH i �N of MAY HAVE JURISDICTION OVER CONTEMPLATED CHANGE. JMdf �l ul 03 NU9UGH1t�vtsrRlq' ce+wrtsats J o� MWE 7131103 7/24/03 SPR COMMENTS 24• ALL ELECTRICAL, TELEPHONE, DATA/COM AND FIRE DEPARTMENT CONDUITS ARE TO MWE 7/15/03 SPR COMMENTS C 6 BE INSTALLED BY THE ELECTRICAL CONTRACTOR. TRENCHING, BACKFILLING, �� REV. BY DATE: REMARKS o CONCRETE WORK AND STREET REPAIR SHALL BE PERFORMED BY THE GENERAL4 DRAWING NUMBER CONTRACTOR. �ONAL H:\2003\2003-013\ CIVIL\PL0T\2003-013-LG.dwg I ; Proj# 2003-013 0 OPERATION/MAINTENANCE PLAN CONSTRUCTION SEQUENCE THIS OPERATION AND MAIN'r" NCE PLAN SHALL BE PERFORMED BY THE GENERAL CONTRACTOR_DUR_ING 1. INSTALL SILT .FENCING TO ESTABLISH THE .LIMIT OF WORK AS SHOWN ON PLAN. CONSTRUCTION- OPERATIONS AND BY THE OWNER ONCE THE 2. CONSTRUCT TEMPORARY. CONSTRUCTION ENTRANCE AREA. OPERATION: PERSONNEL ASSOCIATED WITH THE CONSTRUCTION OF THIS PROJECT SHALL BE INFORMED THAT THE co 3. DISCHARGES FROM DEWATERING OF EXCAVATIONS SHALL-NOT BE DIVERTED OFFSITE. MAINTENANCE OF SILTATION CONTROLS TAKES PRECEDENCE OVER NORMAL CONSTRUCTION ACTIVITIES. ADJACENT PROPERTIES AND STREETS SHALL BE PROTECTED FROM EROSION OR SILTATION CONDITIONS. °D N � 4. CLEAR. GRUB AND COMPLETE DEMOLITION AS NECESSARY, WITHIN THE LIMIT OF WORK. � z - ` 11 - W WI �I INSPECTION AND MAINTENANCE, AS OUTLINED HEREIN, SHALL BE PERFORMED FOUR TIMES THIN THE FIRST r II 5. ESTABLISH ROUGH SUB GRADES FOR PARKING LOT AND BUILDING PLATFORM. YEAR OF OPERATION. THENCE, INSPECTIONS AND MAINTENANCE SHALL BE CONDUCTED ON A SEMIANNUAL a ` O�RgN1 W BASIS(2 TIMES A YR.) AND AFTER ALL LARGE STORMS. AN INSPECTION REPORT SHALL BE MAINTAINED. ` agRe _�- �, 11 '� 6. PERFORM BUILDING AND SITE CONSTRUCTION. ACCUMULATED DEBRIS IN CATCH BASINS AND LEACHING BASINS SHALL BE REMOVED BEFORE IT EXCEEDS 2 0 ` _ W II 7. INSPECT AND MAINTAIN EROSION CONTROL MEASURES AFTER RAINFALL EVENTS AND A FEET IN DEPTH AND DISPOSED OF PROPERLY. BROKEN OR DAMAGED GAS TRAPS/ HOODS SHALL BE r � _ W i MINIMUM OF ONCE PER WEEK. IMMEDIATELY REPAIRED OR REPLACED TO ENSURE ADEQUATE FUNCTION. o ' ~ W s Z _C� 8. REMOVE SEDIMENT BUILDUP AT EROSION CONTROL DEVICES AS NEEDED. REDISTRIBUTE A VISUAL INSPECTION SHALL BE MADE AT ALL ACCESS MANHOLES, CATCH BASINS, LEACHING BASINS, W MATERIAL OVER SITE IN CONFORMANCE WITH EARTHWORK SPECIFICATIONS.i PIPES AND DRAINAGE CHANNELS FOR THE ENTIRE STORM DRAINAGE SYSTEM. THE GENERAL CONDITION OF r TI THESE STRUCTURES SHOULD BE REVIEWED AND ACCUMULATED DEBRIS SHALL BE REMOVED. THE CONDITION `_ / ► 9. ONCE ALL DRAINAGE STRUCTURES ARE INSTALLED, INSTALL FILTER FABRIC AROUND ALL OF ALL OUTLETS SHALL BE NOTED AND A DESCRIPTION OF THE DRAINAGE STRUCTURES SHALL BE S / \ INCLUDED IN THE REPORT. DELETERIOUS MATERIALS SHALL BE REMOVED FROM THESE STRUCTURES AND -``�•- S S O � ESTABLISHED. � NEW STRUCTURES AND:MAINTAIN THEM UNTIL PAVEMENT IS IN PLACE "AND VEGETATION IS T r , �, THE DRAINAGE CHANNELS IN ORDER FOR THE SYSTEM TO FUNCTION PROPERLY. �� S v i T G 1 i � � 10. ALL CUT AND FILL SLOPES SHALL BE TEMPORARILY STABILIZED WITH TOP SOIL, SEED AND ALL OUTLETS, DRAINING CHANNELS, AND SLOPES SHALL BE KEPT STABILIZED. ANY EROSION SHALL BE s _�_ S �pllgC D 1 �EOP/CCB;T LC R CURLEX AS REQUIRED IF CONSTRUCTION ACTIVITY CEASES ON SAID SLOPES i I FOR A PERIOD OF SEVEN DAYS OR GREATER. ALL SLOPES SHALL BE PERMANENTLY �----_ ~ 8 •� T i STABILIZED AS REQUIRED IMMEDIATELY UPON COMPLETION OF FINAL GRADING. REPAIRED IMMEDIATELY. -'� THE FOLLOWING MINIMUM INFORMATION -SHALL BE RECORDER DT�J 1 _ I 'T - .-�_- 11. COMPLETE FINISH GRADING.AND STABILIZATION 'OF SITE. PLACE FINAL PAVING COURSE. / S _ v * DATE OF INSPECTION M S8, AC �E�,E-� / 12. REMOVE SEDIMENT FROM ALL DRAINAGE STRUCTURES, BRAIN MANHOLES, PIPES AFTER * GENERAL CONDITION OF THE ENTIRE SYSTEM _ * CORRECTIVE MAINTENANCE ACTIONS TAKEN TO ENSURE ADEQUATE FUNCTION AND WHEN PERFORMED. ` 1 �. S / COMPLETION OF CONSTRUCTION. REMOVE AND REGRADE TEMPORARY BERMS, SWALES, * A COPY OF THESE INSPECTION REPORTS SHALL BE FURNISHED TO THE APPROPRIATE AGENCY UPON UP#39 p� AT BEND ' �'' CHECK DAMS, ETC: STABILIZE DISTURBED AREAS. ---___ � G 1 K�` 1 FM � RIM �, � . REQUEST. 27,9 p 1 S 13. REMOVE SILT FENCE UPON ESTABLISHMENT OF PERMANENT GROUND COVER. STABILIZE --- -__--`� cn �-_-•� z4• ; 6" SEWER CONNECTION- -•-� fy l ALL AREAS WHERE HAY BALES WERE REMOVED. TIE INTO EXISTING .SERVICE S / N Eop 28.5 OHW-=_� --,cop cR o '�Er �q ► CONNECTION (VIF) `� S / �`tVl7t7 �$ _ 3 . 510EW 01./ ; AN! KitFM 6 ----------- LA TOWAS6.30,,is 2 pN C=B + SCWER F RCS SILT E DETAIL #602 / S NOTES 0' OFFSET FOR GRAPHIC CL WALL 9 x30.1 EG �/ � ` ` FM 1N % S 5 1. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND MUST BE WOOD FE CE ,x W 1,7 ` OH ` ` / VERIFIED IN THE FIELD BY THE APPROPRIATE UTILITY COMPANY PRIOR TO t•s 31.1 TOW 31.30 x 1.6 9.6511EWG�� p ��� / LANDSC ` S ANY CONSTRUCTION. x32, W 32.30 - 29.84 TIE S1DCW W Mt'_ TIMBER w FM RIM=30.8 2.SANITARY SEWER CONNECTIONS MUST BE VERIFIED IN FIELD PRIOR TO x 3 ryuC `�� DETAINING ALL FM-_ COMMENCING CONSTRUCTION. EXISTING RECORD INFORMATION IS INCOMPLETE i r 30.3 x 31 1 29.51 0 ' n� ► i SILT FENC ' 0'W x a 31 W 1.00 �_3:0' ` AND SEWER CONNECTIONS SHOWN ARE ONLY BEST APPROXIMATIONS BASED c1� r 30.7 1.9 "DS :°: 30 G �' ON THIS INFORMATION. SEE DETAIL #60 r.. •8 •.• - -a x30.75 � ` 31� • ' ��` G 30_gs ON ` 3.WATER SERVICE CONNECTIONS SHALL BE PERFORMED IN ACCORDANCE NTH v/ • �- 2.1 31.95 G UP 52 APPROPRIATE BARNSTABLE WATER COMPANY, BARNSTABLE BOARD OF HEALTH TpV 31 5 AND BARNSTABLE ENGINEERING DEPARTMENT REQUIREMENTS. °• � 2.95'x• f Q f• ..: :, 30.85 W�•� Ex�SnN 1;g •:••• • ; �pNCR 30.7 •' 30.6 0 4.BUILDING TO BE PROVIDED WITH FIRE PROTECTION SPRINKLERS c'` , c 31.50 1.1 - z N ~ ,' ' KVLL1Nc SEWER CLEANOUT r ' ' ' A . 5.SOIL INFILTRATION RATE AT PROPOSED STORMWATER MANAGEMENT i i r r , D � 9 •n -.. -� 31 8 0 E: M ON ' r r°�• ;. X '. 00 :' 31.d T.O.W � . `i 1 1 ' ' ► i AT BUILDING FACE _ '32.0 �� ).'• 1. g�' zONE; R BASIN IS ASSUMED TO BE 5 MIN./INCH.; CONTRACTOR SHALL COORDINATE i� #535 p ' • ' 1 a32.99 -'T _ - '�--- - WITH ENGINEER TO VERIFY IN FIELD THE INFILTRATION RATES. IF INFILTRATION i r i SOUS SIRCET ' •'; • ��'� --�j- ► RATE EXCEEDS 5 MIN./INCH, BASINS SHALL BE EXAMINED FOR POSSIBLE D . AWNING w REDESIGN PRIOR TO INSTALLATION. REMOVE AND ABANDON �15 1.50 ' x LANDSCAPE G' �+ MCDONNE ENTFRPR/SES LLC. i EXISTING WATER CONNECTION A : e ' .6 TIMBER 6.UNSUITABLE MATERIALS ENCOUNTERED AROUND INFILTRATION 3 y• k' LAYERS SHALL BE REMOVED FOR 5 FT AROUND THE SYSTEM w '' MAP 30� PARCEL 153 IN ACCORDANCE WITH THE _ 32.2 kr RETAINING WALL BARNSTABLE BOARD OF O PR�PpSEo 3 � o / AND REPLACED WITH SAND BORROW PER MHD M.1.04.0 TYPE B SLOT 25 l HEALTH AND BARNSTABLE 1st 3 $�'0 ° ; END SILT FENCE / 7.STUMPS FROM THE CLEARING OPERATION SHALL BE REMOVED FROM SITE AND / WATER COMPANY c� FLOOR 8 1 DISPOSED OF IN A LEGAL MANNER. R TO 7PRI�VT a 3 t ��NG ° ISN E P z 5 oz 8,DISTURBED AREAS SHALL BE PROTECTED AT ALL TIMES TO CONTROL a DS TAC GROS X1Sr1NG eU1 '072 �F '• 2 •d0' j / SEDIMENT-TRANSPORT BEYOND THE LIMIT OF WORK, S FLOORLD1NG F E 3z EA a 0 1 9.DISTURBED AREAS SHALL BE TREATED WITH WATER DURING EXCAVATION, OR �`�� �'� r '� ; // SEWER /0/ 0.3x - �4.1iF s.F n . 9•aG'O SQ . •° xLP �' APPROVED ALTERNATIVE, TO CONTROL THE DUST. A/ k:.. ,..:.. - 2. D 4� � �r , /N� _•• ' �rN r) •• _ 45 x 32.25 32.t -- -r COLORS/bF CAPE COD INC.R 3t.55 = 31 90 "' 10 = DRAIN r , ---- _ .° �- . �. `����. / r'' . RSD ROOF STORM -- - 31. e31.7 •' Q DS = DOWN SPOUT MAP lf08 PARCEL 164 31.% .X32:9 ;_ �? o ��� ROOF DRAIN TO BE INSTALLED AT 1.00% MINIMUM SLOPE Q ' ,� // LOT 24 31 E0 At�P co o '; HDPE = HIGH DENSITY POLYETHYLENE PIPE (TO BE SMOOTH WALL INTERIOR 32.87 _ Q 3 = 1 U.O.N.) FND / ; % �' // i9 se. 9 ml' a 32.37 069 4» DOMESTIC® x 32:9. o e O ' dui ,, 32.34 32:90 / ( 11. TOW = TOP OF;WALL L t N I o 31.8 32•' » 32 9 0 / TIEG - TIE INTO EXISTING GRADE l END SILT FENCE / N z D/S 6 FIRE PROTECTION® DS .000 WRAP FILTER FABRIC Ely = a REMO AND ABANDON AROUND GRATE \`�\ 32.71 t �� . ,. = 5, 32.88 0 �'/ EXISTI G WATER CONNECTION 32.21 b 1 2,9 32.80 Ex�S . .. , - x 2.9 IN A CORDANCE WITH THE �NG,CRAVf� DRIVE T - /` L84 _ SE TYPICAL DETAIL #140 CB 1 i I� 32.9 DS BAR STABLE BOARD OF FOR LEACH BASIN INSTALLATION R�3t.00 3t.tt i W 6" DI -- g 2. 8 / HE TH AND BARNSTABLE 2.92e- �• y ' �' /� >< z9.00 w 1 c J W �,PW _ ' !� WA R COMPANY CB/CL/T9P76R �� _ , STOCKADE N MOU ABCE�IONE BERM FENCE 30.8 PADCRE ' � 8"�W 4�s` W W O ; � AND STAB IZ CONSTRUCTION-EX11 Mpp W 32.6 INSTALL NEW FIRE 525 South Street � SEE DETAIL #fi10` -, I LB1 N E ® 1'OR W 9 c W / f'IYannIS, Massachusetts 3333 33 PROTECTION LINE 32.89 be / EXISnNG GRA LB2 .3 3 x 0) O PREPARED FOR t Al FND ' LB ; INSTALL NEW WATER SERVICE Shane M. Pacheco 0 OP 32. W LB3 T.O.W. % 74 Great Hill Road Sandwich MA 0250 I STOCKADEy CB SEAL LU -_ GB R-3Z12 - 33.1 CONN CTION. EACH UNIT TO / , cc BE PARATELY METERED / �o FENCE t\ . J 1-- " `� • BENCHMARK � �' I = / Phone: (508) 364.2456 32.7 ��`.� O TI11.E PK/NAIL FND �' 31.77 UGE 3Z40x "32. / ELEV. = 31.22' Y' AGE r �� w Grading and UtilityPlan \ i , w TIE INTO EXISTING UTILITY L82 1'60X / r ►' i'"-- - __,__ POLE WITH UNDERGROUND i: '87 _ 32. ELECTRIC, TELEPHONE AND 32 2 oMENNEN Ek1S 47 ?ONA- MA_' 32.89x BA►XTER NYE & HOLMGREN, INC. CABLE. AS REQUIRED nNc 33. `u 1 » D�`tl"� x25s � _` zo"f• R� � Registered Professional 7 LF N 12 HDP 32.630 J / gl AT S=3.57 a �`1$ NCW � fjr/S i N/F ro n\Eop x32.75 �, 3 / UP#189 Engineers and Land Surveyors EDMOND W..'DERY, JR. N SECT ' 812 Main Street, Osterville, MA 02655 / MAP 308 - PARCEL 154 �� Phone - (508) 428-9131 Fax - (508) 428-3750 �------ 33.20 ti 10 20 LOT19C 120 - 3P 6 3 O �� •� SCALE IN FEET SCALE. 1 = 10 3 Cl) / .82 "-� 1.pOz � / All 33.04 / J Date: 517103 33.26 / MINE 8/22/03 " NWffc UM PAW(;CMW PRo .`_ �y�N OF s� MWE 7131103 7124103 SPR COMMENTS N� PARKjNGSCD ExpAN p / �"� MINE 7/15/03 SPR COMMENTS NANCY LUC/EN AEI y J- REV. BY DATE: REMARKS DRAWING NUMBER MAP 308 ^• PARCEL 161 •431� LOT 19D ��� H:\2003\2003-013\ CIVIL\PLOT\2003-013-UGD.dwg NA / Pro j# 2003-013 a:: , HARDIHOOD STAKES SEE PLANT LIST FOR BUILDING FACE/PORCH/WALKWAY - SEE ARCHITECTURAL DRAWINGS OR DEADMAN (TYP.) NpE SA%CHNG No RANT TYPE PRUNE AS Drmw By LJVWMPE OF G UND COM TREE PIT ARCHiMT OR CMTWCIOR _g• ROOT BALL 1�I Vary BLACK REINFORCED RUBBER GUY WIRE HOSE (ABOVE FIRST BRANCH) MACH 8' OR ALTERNATE TERNATTE FIELRB D STONE(� SECTION) P1� 14REE STRANDS OF /10 GAUGE TYP. TWISTED CALVAHIZfiD STEEL MARE ZERO SLUMP CONCRETE (CONTINUOUS CRADLE) PLANT AT THE SAME DEPTH rxrxt HARDWOOD STAKE f AS PREVIOUSLY GROWN. (3 STAKES PER TREE) _ TIGHTEN AS SHOWN. LOAM r PINE BARK MULCH J GRADE LOAM SURFACE �' '�: _ CONTINUOUS CONCRETE CRADLE L/ UNTIE AND ROLL BACK BURLAP I FROM 1/3 OF ROOT BALL (MIN): TREE SHALL BE SET PLUMB. 4.�. ® BACK OF PLANTER `• ,,` •�' ,L ,•• :: (WAFT PLACED. BOTH SIDES) IF SYNTHETIC WRAP IS USED. AFC SETTLEMENT w REMOVE COMPLETELY. g O :•�•rc -r: - ° ° •` o o •y t, + • '., �' . t� FINISH GRADE ROOTBALL SHALL BE SET 2" u e oe e O i :�- TO FORM SAUCER. ABOVE THE ESTABLISHED 1r ° .•° e ° OO••p .: _' MORTAR BETWEEN STONES SLOPE FINISHED GRADE. O N7 0 0 00.00 o O° O o O ` .: r.' / PLANT BACKFlLL MIXTURE. e ° •• e •a• o ° O O `a a ,' _ ZERO SLUMP CONCRETE ..,ri.�- 3• PINE BARK MULCH. ° SCARIFY EXISTING SOIL & BLEND DO NOT PLACE MULCH WITH PLANTING MIX 1:1 WITHIN 3' OF TRUNK. -' (CONTINUOUS CRADLE) AND COMPACT TO 907L j ' Oor.O O o ;1 f •i Oo 40 5" MIN. SUBGRADE MRRET WITH IEFD sIRIE7t _ = p 0 O ; ;?-; :.� 3' SLOPE TO FORM 3' HKGR SAUCER I _ SPECES!Sm I p g' O g' O° :a° ".; 't• m B' VARIES 8" O o�• MIN. PLANT BACKFILL MIXTURE. 90L AV-SEE SPECS FR011 -�� TYP. TYP. — g" g• LANDSIAM AIRCHIM. UNTIE AND ROLL BACK BURLAP FROM 1/3 OF ROOT BALL (MIN} NOTE: _I — — — _ TYP. TYP. B' 6 /.. /A i IF SYNTHETIC WRAP IS USED. FOR TOP OF PLANTER I — - REMOVE COMPLETELY WALL ELEVATIONS. COMPACTED SUBGRADE ALTERNATE FIELD STONE SECTION 1B' EXISTING SUBGRADE. OR SEE GRADING PLAN 12" GRAVEL BORROW TOPSOIL MOUND COMPACTED ,r VARIES ,r , SHRUB PLANTING N.Ts. TREE PLANTING (For Trees under 41 caliper) GROUND COVER PLANTING N.T& C- GRANITE OR STONE PLANTER N.T.S. c 0ETAIL_ DETAIL 2 1!/2"0 12 GAUGE 0 3XB' DIA. HEX HEAD o T W/HEX NUT AND 0 WASHERS O NOTE: OFFSET SIGN 2'-e FROM FACE OF 0STE CURB WHEN REQUIRED FOR CAR OVERHANG FINISHED GRADE 2"x 2"x 4' WOOD STAKE OR APPROVED EQUAL MM. -- 0 0 0 SILT FENCE ;�`+? SEE LAY ' ij ': a •✓►o t' .... a. LAYOUT SHEET o MIRAn 14ON OR _r -. ; 9. `� +"c-�;N i �� ' p �'' Qf /4 010 ° 4• 4• R FOR SIGN FACE _- o APPROVED EQUAL _ ¢• ..a r BOTH WAYS 81TUIIINOUS - - === ° y.r:f V PLAN VIEMr CONCTRTE TAPPROVED SHEET �� - - 2 ,/4 4 12 CWUGE ° PAVEMENT b ° 0 CLASS D �� CEMENT CONCRETE SUBGRADE 3' ,b 22 CALIMHIZEDCALNIMZED BREAK AWAY MAIL WORK IIIN. ON ff 1/4(M*L) PAVEMENT o ♦ - AREA �� • ► , HI .► .. • °. y AL � 3/8' DIA PAN HEAD 3' MIN. PATCH. REPAIR AND MACHINE SCREW FILTER NUT FLOW PROTECTED FABRIC (6-NMRNIMUM r MIN. AND BLEND TKO TABLE BERM REPLACE EXTINMATCH • &PAYING WASHERS L (WETLAND) NE 11" CRUSHED STOW ' DESTURBfD AREAS OF n ° EXISTING OR REPAIR ANY LCIAM AI TOP OF CROSS- ON 2' SECTI -� R-/ OR LAIMD�APINfi ° GROUND AL 1r .iFIBER 0R PVC WASHER o AL 0 0 r EMBEDMENT NOTES: R o (MIN.) ,. ENTRANCE WIDTH SHALL BE A TWENTY-FIVE (25) FOOT MMMLAN. BUT NOT 0 LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCUR - 0 SIGN o 1' (MIN.) 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC NOTE: SYMBOL SHALL BE CENTEREDo o ALONG TRENCH AWAY RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSIN O 0 WITH IN THE PARKING STALL /PLACE 4" OF FABRIC ADDITIONAL STONE As CONDITIONSo DEMAND AND REPAIR OR CLEANOUT FROM LL AND TAMP OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED. BACKFROM PROTECTED AREA DROPPED. WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE B' COMPACT o REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED. IAT PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED. CONCRETE FILLED BASE SIGN PANEL ATTACHMENT (IF REQUIRED) c_ SILT FENCE BAR RIER N T S. c- STABILIZED CONSTRUCTION EXIT N.TS c- DUMPSTER PAD N TS. c HANDICAPPED PARKM STALL SYMBOL KTa c- TRAFFIC SIGN POST N.T.S. zs. DETAIL_ 525 South Street Hyannis, Massachusetts PREPARED FOR BLUESIONE PAVEMENT Shane M. Pacheco EXPANSION JOINT ' 74 Great HIII Road, Sandwich, MA 02M REINFORCED CONCRETE BASE Phone: (508) 364.2456 r-sr as MAIL FLAT TOP POST CAP 2" X 14" BLUESTONE TREAD 11U Details 1 2-111'rxx45-11r 11000 TOP RATE SEQIRED, UPPOR M 5 1/2�/2 POSTn WITH METAL HANGERS 5,/2'x6 1/2"WIooD POET . .. m BAXTER, NYE & HOLMGREN, INC. I , , x5, 11ER1K?AL BOARDS • Registered Professional > I" 10 AT 1�40nxn QC: Op p°�°°O° °' ° ° ! ; •, =t7l;. EXPANSION JOINT 2-1'x5 I ff MI000 SUPPOR I ° ° 40 Q SECURED 10 5 1/2"x5 ,/r POST bop $ =. '; . • Engineers and Land Surveyors WITH METAL HANGERS 5 1/rxs 1/r o FINKED GRADE ° �$ •;. ; .. .', 'o'o�- ' ' MATERIAL VARIES. SEE PLAN 812 Main Street, Osterville, MA 02655 Phone - (508) 428-9131 Fax - (508) 428-3750 o .� $° °00$o d ,.) I 3000 PSI CONQETE 'Op°O°o�° ° o ��°o�°o • ° • O o o • • FOOTING AS DROMN � d. N \ 00 °pp • ••�i °pq° ° n 1 _ OQ° .i•• 4 d God' ° ° ° SCALE: N.T.S. co - NOTE: SEE ARCHTECTURAL - ' 0*2 GRAVEL BORROW DRAWINGS FOR HANDRAIL 8° 0 •EEOi1XTATKNNS: I DETAILS 1. ALL HOOD TD BE Na , GRADE CEDAR AND FREE OF EXCESSIVE CHIPS CROA XS. W AW S OR KNOTS u UMS NOTED OTHERWISE ON DRA,INc, STIiUCTURAL CRUSHED STONE Date: 517103 0 2. ALL FASTENERS TO BE HOT DIPPED GALVENIZED M I a ALL WOOD t0 BE COATED WITH TWO COATS of SOLID STAIN - CAPE o00 GRAY 0R NWIL UNDISTURBED SUBGRADE CD OF �� MWE 1 8122103 HISTORIC DISTRICT COMMENTS o CONCRETE WALL s MWE 7131103 7124103 SPR COMMENTS 0 yt Q o MWE 7115103 SPR COMMENTS CS > 183 REV. BY DATE: REMARKS DRAWING NUMBER i VERTICAL BOARD FENCE NN Ts BLUE STONE STEPS N.TS. ON'A H:\2003\2003-013\CIVIL\PLOT\2003— 013—DT.dwg ';` :` DETAIL its► , C�L�TAIL N Pro j# 2003-013 / O O N n LEGEND ABBREVIATIONS GENERAL NOTES *EMT. PROP EXIST PROP EXIST PROP SAE (ALL REFERENCES TO "CONTRACTOR" SHALL MEAN THE GENERAL CONTRACTOR OR HIS SUB-CONTRACTORS.) 25. RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER MANHOLES ARE APPROXIMATE.L-moo LP LP LOW POINT PROP PROPOSED 1. ALL WORK & MATERIALS SHALL BE IN ACCORDANCE WITH MASS HIGHWAY DEPARTMENT FINAL ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH GRADING PLANS. ADJUST ALL OTHER RIM ELEVATIONS OF MANHOLES, GAS GATES, WATER GATES AND ��- --- PROPERTY LINE =t2'D DRAINAGE LINE HP HP HIGH POINT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES (MHD-SSHB). AS CURRENTLY OTHER UTILITIES TO FINISHED GRADE WITHIN THE LIMITS OF THE SITE WORK. PROJECT LIMIT LINE oo- OD- OVERFLOW DRAIN MIN MINIMUM AMENDED, UNLESS OTHERWISE NOTED. UB GB GRADE BREAK MAX MAXIMUM 2. THE EXISTING CONDITIONS SHOWN ON THESE PLANS ARE BASED ON AVAILABLE RECORD 26. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. LAWN ---- ---- RIGHT-OF-WAY/PROPERTY LINE -s-RD -RD ROOF DRAIN INFORMATION. PLANS AND AN ON THE GROUND FIELD SURVEY PERFORMED BY BARTER, AREAS SHALL HAVE A MODIFIED LOAM BORROW PLACED AND SEEDED. THE MODIFIED "ii.15 BC �.5 BBC TOP dt BOTTOM ELEVATION � �� EASEMENT - s - - s - SEWER LINE 21.25 2115 NYE & HOLMGREN, INC. ON MARCH 24, 2003. LOAM BORROW SHALL HAVE A MINIMUM DEPTH OF 4" AND SHALL BE PLACED FLUSH -- BUILDING SETBACK -FM -FM FORCE MAIN LINE X�_ ,�- SPOT ELEVATION rr/LEADER REOVE WITH THE TOP OF ADJACENT CURB, EDGING, BERM, OR OTHER SURFACE. - OHW-- - OHW- OVERHEAD ELECTRIC, TELEPHONE do FIRE ALARM 3. WHERE AN EXISTING U11UTY IS FOUND TO CONFLICT WITH THE PROPOSED WORK 21 X 25 2t x25 SPOT ELEVATION REM00 REMODEL THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY 27. THE CONTRACTOR SHALL WATER, MOW, FERTILIZE OR OTHERWISE MAINTAIN LAWN AREAS STATE HIGHWAY BASELINE � � BORING LOCATION 10+00 -'+ BASELINE W - w -" WAS ABAN ABANDON DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION UNTIL SATISFACTORY GRASS STANDS ARE ACHIEVED TO THE OWNER OR ITS ------- CONSTRUCTION LAYOUT FP- FP- FIRE PROTECTION LINE © 0 TEST PIT LOCATION AN ADJUST FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT. REPRESENTATIVE SATISFACTION. ■����� - ZONING LINE - - - - GAS LINE 0 ® TEST WELL EXIST EXISTING 4. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES 28. THE CONTRACTOR SHALL RESET ALL MONUMENTATION DISTURBED DURING CONSTRUCTION BENCH MARK RJR REMOVE AND RESET FOR POLE RELOCATION, AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, - TOWN LINE - UGE- - UGE- UNDERGROUND ELECTRIC ' TELEPHONE, CABLE, FIRE ALARM, WATER, SANITARY SEWER, STORM DRAIN, AND ANY OTHER AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL PROVIDE A SURVEY -- r - -- T - TELEPHONE LIE RCS REMOVE AND STACK UTILITIES, BOTH PUBLIC AND PRIVATE. AS REQUIRED. BY A PLS TO ENSURE THAT THE ,MONUMENTATION IS RESET TO ITS ORIGINAL LOCATION. -- STATE LINE SWAMP MONUMENTS INCLUDE, BUT ARE NOT LIMITED TO, TOWN BOUNDS, MASS HIGHWAY BOUNDS, FA- ---FA- FIRE ALAN -- 50' WEED SMACK FM FOUNDATION 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE PROPERTY LINE MONUMENTS, IRON RODS, STAKES, CONCRETE BOUNDS, GRANITE BOUNDS _______ F&P -F&P FIRE & POUCE CABLE ELEV ELEVATION WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS AND STONE WALLS WITH DRILL HOLES. GRAVEL ROAD 100' WETLAND SETBACK REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY - EOP- - EOP EDGE OF PAVEMENT CAN- CAiV- CABLE lY -- �-� 200' WEIUWD SETBACK 805 AND VERTICALLY, OF ALL EXISTING UTILITIES .BEFORE THE START OF ANY WORK. THE CONTRACTOR BC BC BITUMINOUS CURB -- -- 100' WETLAND BUFFER TOS TOP OF SLOPE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY CB THE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY.TIES EXACT THE CONTRACTOR E.�CCB 0CB CAPE COD BERM ® CATCH BASIN WD SGE SLOPED GRANITE EDGING LANDSCAPE NOTES( Pcc Pcc ®°� DOUBLE CATCH BASH SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. THE CONTRACTOR MUST -- -�-- + WETLAND FUG VGC VERTICAL' GRANITE CURB CALL "DIG SAFE" AT 1-888-DIG-SAFE AT LEAST 72 HOURS BEFORE THE START OF PRECAST CONC. CURB 52 52 CONSTRUCTION. ( ) PLANT SOIL SHALL BE 1/3 SPHAGNUM PEAT MOSS AND 2/3 FERTILE vcc VERT. GRAN. CURB SDI DRAIN INLET ----- -- -- 100 YEAR FLOOD PLAIN SGC SLOPED GRANITE CURB FIELD LOAM BY VOLUME. scc SLOPED GRAN CURB ® DMH DRAIN MANHOLE MITIGATION AREA LINE GC GRANITE CURB 6. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, GE GRANITE EDGING INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS -T°- _'� �� �A� EDGE OF WATER MULCH SHALL BE HORTICULTURAL QUALITY HEMLOCK BARK. LIMIT OF CURB TYPE PLAN, (SEE CHAPTER 370. ACTS OF 1963, MASSACHUSETTS) PRIOR SAWCUT PLUG/STUB PCC CONCRETE CURB COMMENCING ANY WORK. ----- TCHM MATCHLINE FE5� �� FLARED OLD SECTION BB BITUMINOUS BERM 7. BARTER, NYE & HOLMGREN, INC./J.K. HOLMGREN & ASSOCIATES, INC. ASSUMES NO TREE PLANTINGS SHALL BE COMMON VARIETIES CAPABLE OF m swari Cr so REACHING A HEIGHT OF 30' ® MATURITY. HEADWALL BC BITUMINOUS CURB RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY T CCB CAPE COD BERM SHOWN. SOUL SWt SOLID WHITE LINE © © GREASE TRAP SHRUB PLANTINGS SHALL BE COMMON VARIETIES CAPABLE OF SYL rn SOLID YELLOW LINE © ® CONTROL STRUCTURE MCC MONOLITHIC CONCRETE CURB 8. THE TERM "PROPOSED" (PROP.) MEANS WORK TO BE CONSTRUCTED USING NEW A MINIMUM HEIGHT OF 3' 0 MATURITY. BWL - - - BROKEN WHITE LINE NIC NOT IN CONTRACT MATERIALS OR, WHERE APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED - Bn - �'- BROKEN YELLOW LINE ® SMH SEWER MANHOLE NTS NOT TO SCALE AS "REMOVE AND RESET". (R&R) SWCHL SNCHL TYP TYPICAL, 9. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION LOWER STORY PLANTINGS: SHRUBS 30-46 INCHES SOLID WHITE CHANNELIZINc LINE NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND POST SYCHL SOLID YELLOW CHANNELIZING LINE ® ® WATER MANHOLE APPROz APPROXIMATE NOTIFICATIONS BONDS ASSOCIATED WITH SAME, AND COORDINATE WITH THE ENGINEER AS; REQUIRED. DYL D= D4 m WATER GATE EQ. EQUAL PLANTS SHALL CONFORM TO MOST RECENT STANDARDS OF THE DOUBLE YELLOW LINE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED AMERICAN NURSERYMENS ASSOCIATION. SL SL STOP LINE sv -» TAPPING SLEEVE. VALVE. LA LANDSCAPE AREA IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING & BOX RISER REDUCER LION UNLESS 01HERVISE NOTED INFORMATION OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE PROVIDE 6" TOPSOIL & FINE GRADE & SEED ALL AREAS PRESSURE VIF VERIFY N FIELD DISCOVERED. THE CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER IMMEDIATELY NOT OTHERWISE NOTED. ' STEEL GUARD RAIL 1 y SIAMESE CONNECTION UPON DISCOVERY AND AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION WOOD GUARD RAIL �' FIRE HYDRANT TC TOP OF CURB OF THE AFFECTED WORK. ALL PLANTINGS AT DRIVE WAY ENTRANCES WILL BE MAINTAINED TO A °-o-°- -a-o-o- STOCKADE FENCE o o WATER METER BC BOTTOM of CURB 11. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL HEIGHT OF 3' OR LESS AS TO NOT OBSCURE TRAFFIC VISIBILITY. . . . ... :::::::::::: PATH •PIV Pry POST INDICATOR VALVE HP HIGH POINT BUILDING DIMENSIONS AND CONSTRUCTION. . BUILDING DIMENSIONS ARE SHOWN FOR COORDINATION WITH OTHER SITE WORK ONLY AND SHOULD NOT BE USED TO STAKE OUT � LP 1 w-r ) % TREE LINE 0 0 WELL Low POINT BUILDINGS. SITE CONTRACTOR SHALL STAKE OUT THE EXTERIOR BUILDING CORNERS FROM -X-X-X- -x-=-=- CHAIN LINK FENCE x 0 SPRH(UM HEAD BB GRADE BREAK THE LATEST ARCHITECTURAL PLANS. THE CONTRACTOR SHALL NOTIFY J.K. HOLMGREN & IRRIGATION NOTES (WHEN REQUIRED) o00000o TOW 70P OF WALL ASSOCIATES. INC./BARTER. NYE. & HOLMGREN. INC. OF ANY DISCREPANCIES BETWEEN SITE STONE WALL o GAS GATE'° PLAN DIMENSIONS AND ARCHITECTURAL BUILDING PLANS BEFORE PROCEEDING WITH ANY �•- V-� RETAINING WALL o o GAS METER BOW BOTTOM OF WALL PORTION OF SITE WORK WHICH MAY BE EFFECTED SO THAT PROPER ADJUSTMENTS TO THE CONTRACTOR TO BE RESPONSIBLE FOR PROPER COVERAGE OF AREAS SITE LAYOUT CAN BE MADE IF NECESSARY. TO BE WATERED I.E. ADJUST HEADS WITH INSUFFICIENT COVERAGE © m EMH ELECTRIC MANHOLE a ® HAY BALES UGND DUE TO BLOCKAGE BY EXISTING OR PROPOSED SITE FEATURES. FE�j ® ELECTRIC BOX 12. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF ---2----- -4 MINOR CONTOUR EM UrLITY OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY AND CONTRACTOR TO REFER TO LANDSCAPE PLAN TO KEEP SPRINKLER o �" ELECTRIC METER aT CHANGE IN TYPE COORDINATE WITH THE OWNER, ITS ENGINEER OR REPRESENTATIVE. . EQUIPMENT AND ACCESSORY MATERIAL FROM INTERFERING WITH PROPER - - -1D- -20- MAJOR CONTOUR # # LIGHT POLE PLANTING, I.E. VERIFY ROOT BALL SIZE FOR PLANTING. -TS -TS TOP of SLOPE F&G FRAME AND GRATE 13. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL CONSTRUCTION 4 FLOOD LIGHT F&C FRAME AND COVER MEANS AND METHODS. J.K. HOLMGREN & ASSOCIATES, INC./BARTER, NYE, AND HOLMGREN. RAINBIRD CONTROL VALVES, COUPLINGS, SPRINKLER HEADS Bs- Bs- BOTTOM of SLOPE .o 0-0 LIGHT POLE (SINGLE) INC.. DOES NOT ASSUME ANY RESPONSIBILITY IN JOB SITE SAFETY FOR CONSTRUCTION C/o aEiwouT METHODS USED. ALL FEDERAL, STATE, AND LOCAL OSHA REQUIREMENTS AND REGULATIONS SERIES 1812 AND 1804 SHALL BE USED. USE TORO SUPER ~ H SINGLE LUMINAIRE RCP REINFORCED CONCRETE PIPE SHALL BE FOLLOWED BY ALL PERSONNEL ON THE JOB SITE AT ALL TIMES. 700 LAWN ROTOR WHERE REQUIRED. BUILDING .�. �-.-e DOUBLE LUMINAIRE VCP VITRIFIED CLAY PIPE -]I EN ]<Ia BUILDING ENTRANCE -�- �-_� TRIPLE LUMINAIRE PVC POLYVINYL CHLORIDE PIPE 14. THE CONTRACTOR SHALL REMOVE ALL STUMPS. RUBBISH. AND DEBRIS FROM THE MAINLINE AND LATERAL LINE PIPE SHALL BE CLASS 200 PVC PROJECT SITE. STORAGE OF THESE ITEMS WILL NOT BE PERMITTED ON THE PROJECT IRRIGATION SLEEVE SHALL BE SCHEDULE 40 PVC ].4LD ]4LD LOADING DOCK - QUAD LUMINAIRE CMP CORRUGATED METAL PIPE SITE. THE CONTRACTOR SHALL LEAVE THE SITE IN A SAFE. CLEAN, AND LEVEL �OHD ]4 OHO OVERHEAD DOOR A ML WALL PAC ACCMP ASPHALT COATED CORRUGATED METAL PIPE CONDITION AT THE COMPLETION OF THE SITE CLEARANCE WORK. INCLUDE BACKFLOW PREVENTER ASSEMBLY AND SPRINKLER CHECK VALVE DEVISES WHERE LOW HEAD DRAINAGE MAY OCCUR. BOLLARD CIP CAST IRON PPE 15. ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE LIMIT OF WORK SUB GRADES SHALL 0 DUMPSTER PAD m T>1EP7IONE MANHOLEDIP DUCTILE IRON PILE BE REMOVED, AS .DIRECTED BY THE ENGINEER OR OWNERS REPRESENTATIVE, TO NATURAL SIGN ?S To TRAFFIC SIGNAL. STABLE GROUND BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL, LOAM, HYD HYDRANT PEAT. ALL ORGANIC MATERIAL, SNOW. ICE, CONSTRUCTION RUBBLE. TRASH, AND OTHER 525 South Street a DOUBLE SIGN E © SIGNAL BOX GV GATE VALVE DELETERIOUS DEBRIS. •PM •� PARKING METER o� o FIRE ALARM CONTROL PANEL. CAP PIPEHyannis, Massachusetts 0 o FIRE ALARM BOX 16. TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED AND RESET ONLY 10 PARKING COUNT INV INVERT ELEVATION UPON APPROVAL OF THE ENGINEER OR OWNERS REPRESENTATIVE. PREPARED FOR Cto COMPACT PARKING STALLS 0 El TRANSFORMER PAD PWW PAVED WATER WAY Shane M. Pacheco CROSSWALK 0 0 MANHOLE UP UTILITY POLE 17. AREAS OUTSIDE.THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S c -o- C. -o- UTILITY POLE/GUY WIRE TSV TAPPING SLEEVE, VALVE MID BOX OPERATIONS, WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS REPRESENTATIVE, 74 Great 1,1111 Road, Sandwich, MA 02563 0 CONC. PAVEMENT SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE Phone: (500) 364.2456 © El HAND HOLE COND CONDUIT CONTRACTOR'S EXPENSE. STANDARD DUTY FLEXIBLE PAVEMENT ® ® .PULL BOX SWCPP SMOOTH WALLED CORRUGATED POLYETHYLENE PPE o HEAVY DUTY FLEXIBLE PAVEMENT SILT FENCE/NAYBALE DS DOWN SPOUT 18. EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. IT SHALL BE THE RESPONSIBILITY OF Legend and General Notes ® in HANDICAP RAMP CS CURB STOP FOR WATER LINE THE CONTRACTOR TO MAKE THEIR OWN DETERMINATION AS TO THE LOCATION OF SUBSURFACE ROCK. `� DIVERSION BERM/SWALE & HANDICAP PARKING �+I AND HAY BALE CHECK DAM' PD PERFORATED " 19. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE, SEWER, AND UTILITY VAN-ACCESSIBLE HANDICAP PARKING A Pi POINT OFF INTERSECTION ID INTERCEPTOR DRAIN FACILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY FACILITIES BARTER NYE & HOLMGREN, INC. > Vow DAMAGED BY CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE Q ® CART CORRAL FLARED END SECTION (FES) PDRA PREVIOUSLY DISTURBED RIVER FRONT AREA CONTRACTOR'S EXPENSE. WITH STONE PROTECTION sD STORM DRAIN Registered Professional N Detail no. aRa� DETAIL ( -® 20. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS NOTED Engineers and Land Surveyors ARCH. DRAWINGS) 6'PD PERIMETER qZ�N wSEE WATER OTHERWISE' 812 Main Street, Osterville MA 02655 o Sheet no. S SEVER 21. JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT PAVED WATERWAY (PWW) E ELECTRIC EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED. Phone - (508) 428-9131 Fax - (508) 428-3750 O WITH STONE PROTECTION T TELEPHONE 22- ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED co ® G GAS SLOPES ON WALKWAYS TO BE LESS THAN 5% AND ALL CROSS SLOPES s 2%. ALL JUTE MAT N SCALE WORK WILL BE IN ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE U.S. SCALE: N.T.S. ACCESS BOARD. AMERICANS WITH DISABILITIES ACT & COMMONWEALTH OF © TREES MASSACHUSETTS. ARCHITECTURAL ACCESS BOARD. J 23. FINAL LAYOUT AND STAKING OF ALL PROPOSED FEATURES AND GRADING SHALL BE SHRUB REVIEWED IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO Date: 5/7/03 ANY SITE PREPARATION OR CONSTRUCTION. THE CONTRACTOR SHALL NOT ADJUST OR MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED FEATURES WITHOUT FINAL APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL AGENCY WHICH �N of MAY HAVE JURISDICTION OVER CONTEMPLATED CHANGE. Alai '61t.�103 Ilf�foR�G vrsrlr teMrpcal�c 02 UWE 7131103 7/24/03 SPR COMMENTS ' 24• ALL ELECTRICAL, TELEPHONE, DATA/COM AND FIRE DEPARTMENT CONDUITS ARE TO MWE 7/15/03 SPR COMMENTS BE INSTALLED BY THE ELECTRICAL CONTRACTOR. TRENCHING, BACKFILLING, ltlb REV. BY DATE: REMARKS CONCRETE WORK AND STREET REPAIR SHALL BE PERFORMED BY THE GENERAL DRAWING NUMBER CONTRACTOR. �oNAt H:\2003\2003-013\ CIVIL\PL0T\2003-013-LG.dwg Proj# 2003-013 *-*-06011,8 30288R RF INSTALL MA 1_13 PAGE 1 -1M)06 2.49:38 PM I s NOTES 1 . USE ONE H2.5A PER BEARING FOR TRUSS TO ' WALL CONNECTION UNLESS NOTED ON INDIVIDUAL ENGINEERED DRAWINGS> 2 . SEE INDIVIDUAL ENGINEERED DRAWINGS FOR LATERAL BRACING INFORMATION. 3 . ALLTRUSSES ARE SPACED AT 24" OC UNLESS OTHERWISE NOTED. R , „ 4 DO NOT CUT OR ALTER TRUSSES UNDER ANY r b CIRCUMSTANCES. 5 . ALL DIMENSIONS ARE FROM OUTSIDE OF STUD WALL 12'-01' , - 18'-0" 12'-Off R 18'-0" 12'-0" 6 . SEE BCSI 1-03 SUMMARY FOR CROSS BRACING { 501 Gable ' - - - '- - - - - - - - - - 501 Gable REQUIREMENTS UNLESS STATED OTHERWISE - - - - - - - BT ENGINEER OF RECORD. - - - - - - - - - t - 1 - - - - - - - - - �- - - - - - - - - - - =\ ; - - - 2f_ofr I I 7 . SEE BCSI 1-03 SUMMARY FOR RECOMMENDED A/ O O O O o O \ HANDLING AND BRACING. co ( cD Z0 (0 I A I I I HANGER SCHEDULE : M co Lo' L I A ------- H US26 cam' , A , :I ©------- LGT2 Tie Downs s 4 A 24-51/2 , I �- 11 /15071I I I 1,_0„ 500 Gable I ; A ;�900 Girdelr OI - - - - - - - - - - - , - - - - - - - - - - r- - - - - - - - - - - rt - - - - - - - - - , \ L , O I ,. 0 I , A A IA A A - - - - - - - - - - - - - - - -- - - - - - - - - - ' A A AI A A I I i I A \ - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -I- I \ I I 1\ I / � 1 I / \ I / I • .; — - - - - - - - - - -- - - - - - - - - --- 6 / 601 8 / 600 6 / 6 1 I , I Cfl I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I • `u y 8 / 505 00 6' / 601 8 / 600 .� � c� 6 / 508 _ o ; , 6 / 601 � , � I o LI , , \ N I \ I • 24'-5 1/2" ,04 \ C.0 I L I I I L- L 70 , I a) / \ I , N \ N / \ ; 17'-11 1/2" I � ! ! \ 70 \\ , I lO I \ I , � CD / \ / \ , m 701 , 700 \ ' NATIONAL LUMBER A o\ ol- o 65 Maple St -Mansfield , MA--508 / 998-7877 " Br - - - - -- -- - - - - - - - - - - - - - - - - - - - I A A A A ' A r - - = - - - - - - - - - = - -- - - - - - - - - , A A AI AA I / - - - - - - + - r - - - - - - \ / '- - - - - - - - - - �.+ - - - -•- - - - - \. - - - - - - - - - -4- - \ 500 Gable 500 Gable 1'-0" 500 Gable pi TRUSS LAYOUT 12'-011 18'-0" 12'-0" ,: '18'-0" 12'-0" Y PACHECO BUILDING Hyannis, MA 0601018 : Revised 1 -12-06 1 f 2 , f_ fn n lo:r,..i f:_ .,h„._ _:. ,....,, ,; n.................`1Tr­..,- %f)rr111A gmRRR RF INSTALL MA 1-13-06.odf- ; *-*-0601 1 8 30288 R RF INSTALL MA 113 PAGE 2- 1113/06 2:49:38 PM F 66.5.1/2" S 12 4 4 4 12 7 / 508 s 4'-413/16" 11� 11/16„ 1 / 506 Gable �- HU26 Hanger 31/2" Y 23'-21/2" v T 17'-811 6'-51/2" 12 ' 6-3 1/8., : 14-11 3/.16 — T-1 1 3/16 4 12 4 12 12 i 8 I 8 / 505 14 12 8� T-1 5/16 4'-413/16" 4'-41/2" ��4 8 11 / 507 �8" f — --� k 2 / 501 Gable 901 Girder811 I 8" 12'-0" 811 5 1) : 3 1/2 - S s • 12 I �.... -----...---- -5 ? - — -.- 8 8� - - 4 /'500 Gable . �` � ., • , , 12 /,✓ I 12 4 4 �- ' /2" 8" 12'-0" 8" 6-61/2 /� ( \ ill 11/16" 24 / 60 16 /'6 0 0 HU26 Hanger 2 / 602 Gables 12 .: 8" p .31/2" 3 '1/2" . .. ,' �� 2 / 503 1'-1 5/16" 51/2' 8�—_ 16'-8 1/2" F — Hanger 16'-111/2° 8" NATIONAL LUMBER 9 5 1/2" :y 65 Maple St -Mansfield, MA--508 / 998-7877 12'-0" ; 5 / Valley .Sets o N . M NOTES f o 0 0 " ' o 0 1 USE ONE H2.5A PER BEARING FOR TRUSS TO . r- �.T . . — r: -'' — - - - - - - - - - - - - WALL CONNECTION UNLESS NOTED,ON INDIVIDUAL TRUSS SHAPES, „ ENGINEERED DRAWINGS> 8 c� 3-6 2 SEE INDIVIDUAL ENGINEERED DRAWINGS FOR o 6 / 504 1'-1 5/16" LATERAL BRACING INFORMATION. 3 . ALLTRUSSES ARE SPACED AT 24 OC UNLESS PACHECO BUILDING OTHERWISE NOTED. HangerHanger, 4 . DO NOT CUT OR ALTER TRUSSES UNDER ANY CIRCUMSTANCES. Hyannis, MA 51/2" 5 . ALL DIMENSIONS ARE FROM OUTSIDE OF STUD WALL 5 . SEE SCSI 1-03 SUMMARY FOR CROSS BRACING 0601018, „ 12-o REQUIREMENTS UNLESS STATED OTHERWISE BT ENGINEER OF RECORD. 7 . SEE BCSI 1-03 SUMMARY FOR RECOMMENDED HANDLING AND BRACING. Revised 1 -12-06 TLL.-064366 L:\Work2006\0601 Jan\0601018\Public Submissions\Construction Documents\Trusses\060118 30288R RFAINSTALL MA 1-13 06.pdf a 1 o I � I r E1.LVATUI AgLA'• 1 10 I a --T-- c-i I • •ty+ — --r- F - °�t/�QTU�G. CQl:T,S _S Rr�, 1��CT`iP.) I • _ �ZaG PT S1 �v� S AY 4,v-V., W 14 G SLAB �v� NZ� Mc�►.R�� C u.I�TL - C i k4CR N I C.QNWACT C!la- • r 6E38.428:6191 i - . evi in AAA• Custom MICHELE q"�G♦ � CD TUDCR n► 0 es IgnS No 347,4 1.0 STRUCTURAL ST copyright ® 2004 All Rights Reserved 0 O ` Iz o Id o iz.o ; �o CJ ,Z o �\. >1=o�K.F%. \v/1•S s�-13Au ;, ! • .i.G ' 0"Tkih Crr Co" 1' M �, f t— Ad" 1 rS.F Ftv_1sH �r i • ---�---- N� 6�w:itR lEynE Sl./�8: CCAA7K" 101WYS ASLZ�gCln 1 i S 4 u r A - rI 3 r , 1 I a 1 Preliminary plans and layouts by OCD are for the use of their customers only Any other use is strictly prohibite