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29-490 (3) • uo r v v_ D I D D Z > r- 3 - T r r O m += n cr D �_ ° 5 Z o as 3 ° rn qaC� O Q C Q '^-3 (D � O Z �� O - OQ.a ° ate Q �N X00.0-° O N _ O co 0 n.o o N c o ° ° �m Q o m (Q Q Q T N Q �?.Q. O T Q O 000 00 ° � � Q- 0 Q. 'n m 7 Q3 �� D �., -3 nOO. � Q.O Z a0 0"O SON OcD Q�? � � 05 -4 0 0 (l m S(1 m O � m (D O �(D -� 3 7Q a m �(D um Q N `-� m m 0 (QC QO -. a oQ (D Q0a (Q0 `�(D� � Z C01 Q' (D Q 3 m Q a (D c - ate' m � n p D>O TOP CHORD 3 A n n 0O n Z w =0� J c N Z - D Z D mzw m A N n rn �i�Z 7C ti Z 670 �r m Z7 0 C m t7 N u w = O 10 3r D A m�O O n RJ m a P rn 10 a m O ` --� > � o 0 0 y D co O wz O W o V v (' 0 O A A � A N W 10 41. 10 n to y N N o. D m (o 3 o D v v D- m n (D O rn 0 v 1D o` < A On UI Z D = :E r r fD H O A :: - VW4 m 3 -y V o W TOP CHORD © (n A W N p in T {D m Q m 0 Q O O O 7 C -';W ° (Q 3 3 a m-n a Q C c C Q C °p'Z7 0 (-) O c-- Q (o.� Q n o oa Q Q 3 ° ° Q �° --0 m 3 m m o.�'Q m � C. 3 M w m 0 > m � < a= � �m3 � (D a_ (D 300 �0 3 � Q ° ° m , u � � 7 (Dnt^ m a � =5'0 (D � 3 m3a cQ �, Q ° c o< o-0 � n as 0 0 � a(DD �� �' Q g� �� m � ° m ° 7 Qa0 O '�+ o (D � Nm m O Q - 0 ° Q n ,� ^ o <m � om m ° m 0 a Q o N ° Q o , 3 6 Q N- o N Q m o m = Q 3 m Q �.a. O ® (D � o o �oQ (D (D ° c Qm ((D (nm ° 6o m � < o� � �. ° (D° o oQm NO cQm a � � ° 0 � � Nm ° � � 0 3 ° 3�� Q (o3 (D �� " Qm CF Imo n � !, a Q(D � � oo_ ° ° ��C 3m Q � a moo ; o o - ° i++° �° m ° (D3 O n- 26 Q C 7 O O cl p C m C -TQ m a a -1 O Q C cl m :3 (D 0 3 ° o � Q �.m 00 om ao a ° Um -3 00 o.m (D0 Q 3 a 3 m ° Q 5"Q o a c6D Q Q �o (D Q Q ao Q ac ° n o07 Q - Co 0 3.a 0 0 Q Qc am a •� Q & ^.Q ao mQ (Q3 oflQ a(D + m QC oc Q Qm(°_ N O ma 3a m (D Q m Q _. 3 n n O °-0 O(Q Q �' Qv. Qv, a7Q �- m Q QQ mp0 (Q 7 �_ -(Q 7N 7ni CO a OO am m 1 �(D a Q 0 3 m Q m N 0 (DO Q 73 0_-u Q Q 0 m 0 o a m � m Q ao .m Q7 3 m lD o oQa m 0 o (n �r � « r -..—_ — _ __ _ __ _ —_ ob Tr . rues Type rQfy Ply— buimet Residence 0305282J T1 ATTIC 22 1 1 DESIGN/.5 UNITS?MRKS _ __ ___ Job Reference(optional) Universal Forest Products, Belchertown, MA.01007 ----- 5.000 s Jun 9 2003 MiTek Industries,Inc. Tue Jun 24 12:22:06 2003 Page 1 9-6-8 12-0-0 14-5-8 18-9-15 24-0-0 25-00 1-0 0 5-2-1 4-4-7 2-5-8 2-5-8 4 4-7 5-2-1 1-0-0 Scale=1:412 3x6= CONDITION:BOTTOM CHORD HAS A 7/8"DIA. HOLE DRILLED ALONG THE CENTERLINE AT TRUSS MIDPOINT. 5 NO REPAIR REQUIRED. 3x8, 3x8 i 6 � - ''. 6.00[12 2x4 2x4 d 3 7 THERE ARE TO E NO LUMBER DEFECTS �\ WITHIN 12"OF HOLE 3x6= 11 12 13 10 3x6= 8x8= 8x8 7-0-o n-o-o 24-0-0 7-0-0 10-0-0 7-0-0 Plate Offsets(X,Y)i 110:0-4-0,0-5-01,111:0-4 0,0-5-01 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.80 Vert(LL) -0.33 8-10 >858 M1120 197/144 TCDL 10.0 j Lumber Increase 1.15 BC 0.96 Vert(TL) 0.37 10 >771 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.05 8 n/a BCDL 10.0 Code BOCA/ANS195 (Matrix) 1st LC LL Min I/defl – 360 Weight:92 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3 6 8 oc puffins. BOT CHORD 2 X 4 SPF No.2 *Except* ROT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 10-11 2 X 6 SPF No.2 WEBS 2 X 4 SPF Stud REACTIONS (lb/size) 2=1098/0-3-8,8=1098/0-3-8 Max Horz 2=95(load case 6) Max Uplift 2=-202(load case 6),8=-202(load case 7) FORCES (Ib)-First Load Case Only TOP CHORD 1 2=29,2-3=-1919,3-4=-1720,4-5=-198, 5-6=-198,6-7=-1720,7-8=-1919,8-9-29 ROT CHORD 2-11=1637, 11-12=1245, 12-13=1245, 10-13–1245,8-10=1637 WEBS 4-6=-1107,3-11=-268,4-11=492,6-10=492,7-10=-268 NOTES 1) Wind:ASCE 7-98 per BOCA/ANS195;95mph;h=25ft;TCDL=5.Opsf;BCDL=5.Opsf;occupancy category 11;exposure C; enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) Design load is based on 40.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) *This truss has been designed for a five load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. 5f One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s)2 and 8. 6)Where diaphragm blocking is required at pitch breaks,Stabilizers may be replaced with wood blocking. LOAD CASE(S) Standard �titiA OF MAN, �q MARVIN STRZ Ln NO.36 10 ti/gNA�Et� June 24,2003 i,& Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be Installed a d loaded veoicaly,Applicability of design p ramenters and proper incorporation of component is responsibility of building designer not truss V designer.Brac ng shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the respons ti Ility of the erector. Additional permanent bracing of the overall slnic ure is the responsibility of the building designer For general guidance regartlmg fabricatlon,quality control,storage,delivery,erection and bracing,consul!QST-88 Duality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 w� � y lk ., � Tpk MiTek Industries, Inc. 818 Soundside Rd Edenton,NC 27932 Telephone 2521482-7000 Fax 2521482-7115 Re:0305282J Ouimet Residence The truss drawing(s)referenced below have been prepared by Truss Engineering Co. under my direct supervision based on the parameters provided by UFP-Belchertown, MA Pages or sheets covered by this seal: E1247685 thruE1247685 My license renewal date for the state of Massachusetts is June 30,2004. a. o MARVIN �- STRZ NO.36 10 ` I► June 24,2003 Strzyzewski,Marvin The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular Building is the responsibility of the building designer,per ANSI/TPI-1995 Sec. 2. Engineering services provided by Truss Engineering Company. 6N0'TRUSS TOP CHORD TEMPORARY BRACING TOPCHORD TOP CHORD DIAGONALBRACE; MINIMUM LATERAL BRACE SPACING(DBS) SPAN PITCH SPACING(LBJ [#trusses] 12 - 3 or 8 Up to 24' 8/12 8' 17 12 greats Over 24'-42' 3112 1 7' 10 6 (<0 Over 42'-54' 3112 1 6' 6 4 8 Over 54' See a registered professional engineer Note:Bottom chord&web member temporary bracing also required-refer to Frame 4. OF-Douglas Fir-Larch SP-Southern Pine' HF Hem-Fir SPF-Spruce-Pine-Fir \\ l��y ti0. IV�` '0® i y9 iv 11011 k-A All lateral dap ' braces lapped at least 2 Diagonal brace trusses. also required on OR=, end verticals. Continuous Top Chord Lateral Brace Required N k� �- Top chords;hat are laterallybraced tan buckle aj; 10"or Greater together and cause collapse if there is no diago- nal p nal bracing.Diagonal bracing should be nailed 'W I I to the underside of the top chord when purlins �ti � � � � are attached to the topside of the top chord. Viewphot os Attachment ofaproperlybracedroofsystemat �,��, �?��� w �� �%�, s�, : www.fpinst.orgunderthe"Publications"link. Required A N$T'ALL"ONT1.0, BOW Length L(tn) PLUMB D(tn) D/50 b(ft) 1' t 1/4 0200 or 12" 1/4" " 24" 1/2" 2' 36" 3/4" 3' 1.. 4' 60" 1-1/4" 5' L(in) L(in) 72" 1-1/2" 6' 1-314" 7' 96" 2" 8' Truss 108" 2" 9' T �• Depth i D(in) i ±t/4 Lesserof i U200 or 2" t Lesser of D/50 or 2" L(In) L/20O L(ft) L(in) U200 L(ft) Maximum ±t/4 -+} 50" 1/4" 4.2' 200" 1" 16.7' Misplacement Plumb 100" 1/2" 8.3' 250" 1-1/4" 20.8' Line 150" 3/4" 12.5' 300" 1-1/2" 25.0' OUT-OF-PLUMB INSTALLATIONTOLERANCES OUT-OF-PLANEINSTALLATIONTOLERANCES Frame 6 2x4/2x6 PARALLEL CHORD TRUSS ' TOP CHORD TEMPORARY BRACING Top chords that are laterally braced can buckle Continuous TOPCHORD together and cause collapse if there isnodiago- TOP CHORD DIAGONAL BRACE nal bracing.Diagonal bracing should be nailed Top Chord MINIMUM LATERALBRACE SPACING(DB) to the underside the top chord when purlins Lateral Brace S are attached to the topside of the top chord. Required SPAN DEPTH SPACING(LBO [#trusses] Viewphotos ofaproperlybracedroofsystem at PD PF F www.tpiast.ora under the"Publications"link. 10"or Greater Up to 32' 30" 1 8' 16 1 10 Over 32'-48' 42" 1 6' 6 4 Over 48'-60' 48" 1 5' 4 1 2 Over 60' See a registered professional en ineer Attachment DF-Douglas Fir-Larch SP-Southern Pine Required HF-Hem-Fir SPF-Spruce-Plne•Fir ?O,(D@ 8 l�"0l 10 Trusses�s o.c• 30"or greater ,r' � °A�i'l�teralbraces t�c�ee two;rtr>�sGs� The end diagonal �s brace for cantilevered trusses must be placed on vertical "e •',' �'`� N; ,`� webs In line with the Entl diagonals are essential far _441- Lx , support. .w• pP stability and must be duplicated on _,�° both ends of the truss system.' 4x2 PARALLELCHORD TRUSS TOP CHORD TEMPORARY BRACING Continuous Top Chord Top chords that are laterally braced can buckle Lateral Brace together and cause collapse if there is no diago- Required nal bracing.Diagonal bracing should be nailed to the underside of the top chord when purlins 10"or Greater ` are attached to the topside of the top chord. �l7 View photos of a properly braced roof system at www.tpinst.org under the"Publications"link. Attachment 1 Required --1 5 � 3pI h 15 Trusses @ Trusses must have lum- ber oriented in the hori- Ail lateral braces zontal direction to use Dapped at least this brace spacing. twofrusses. 4450 End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 MINIMUM SPACING e: MIS PrrCR SPACING(LB) M . . . OWN n ,••�� ®.ism • . s s • • • •I • • • , • I 111161 DO POOR— NO WEB MEMBER PLANE m �.M4 .� •� et 1 '" " "��a �4tA�°K.6�a�1�t,� *�•�„9�b ��r i s� ss� � e • � ■ • • 01TCHED TRWSSrT©P GH0lk0 TEMPaRARY BI LING' �,. , . . OP CH 4 or greater MINIMUa 4rA"Mll "Llili�#AC e SPAN � IT $PACING(LB�� Pi F PF/HF,. U to 32' 4/12 8' 20 1 15 Over 32'-48' 4112 1 6' 1 10 1 7 Over 48'-60' 4112 1 5' 1 6 1 4 Over 60' See a registered professional engineer Note:Bottom chord&web member temporary bracing also required-refer to Frame 4. x OF-Douglas fir-Larch SP-Southern Pine ,3 HF-Hem-Fir SPF-Spruce-Pine-Fir All lateral braces ' Continuous Top Chord lapped at least 2 Lateral Brace— ;. trusses. Required 10"or Greater Attachment Required rsr� ,;aoe 0 •' Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing,Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Viewphotos ofa properlybraced roof system at www,tpinstorc under the"Publications"link. 'SCISSORS`TRSS'i"`aSPfifR `fr �1111�d1Al1tr . IA11 ' 44,t 4# 7a t6 „ p co- I tY t Aly ` t�9 � s 1" Ai�t7ta1 ,Cs� It+�f N to I# r:1e>Ic IYPAC1N1bB , a n �, +A t 111 , s � ' t1lte pF ; m i�m� �� gy �y &s*Yt t� 'k y s� „+,iL=„ a�;' i a $P/OF, SPF) s' 12 Up to 28' 2.5 7' 17 12 Over 28'-42' 1 3.0 6' 9 6 Over 42'-60' 1 3.0 5' 5 3 Over 60' See a registered professional engineer 29S Note:Bottom chord&web'member temporary bracing also required-refer to Frame 4. OF a Douglas Fir-torch SP'=Southeth Pine HP m Hem-Fir SPF a gpruce-Pins-Fir All lateral braces Continuous Top Chord lapped at least 2 Lateral Brace triusses. Required 10"or Greater Attachment Required Top chords that are laterally braced can buckle 5�— ryRl ®ry together and cause collapse if there is no diago- nal bracing.Diagonal bracing should be nailed p Q to the underside of the top chord when purlins ry are attached to the topside of the top chord. Viewphotos of a properlybraced roof system at www.fglnstorc under the"Publications"link Fri tftl MECHANMAL.� Aoless 6 INS�t ALL;An' ; r lea ----i -----; Approximately Approximately /ztrussiength +/2 truss length Tag Truss spans lessthan 30' Tag Lifting devices should be connected to StrongbacW Line Line the truss top chord with a closed-loop Spreader Bar Spreader Bar attachment utilizing materials such as 10' slings,chains,cables,nylon strapping, --—+�' Toe in Toe In etc. of sufficient strength to carry the weight of the truss.Each truss should be set in proper position per the building designer's framing plan and held with App roxi m al e , pprox matey the lifting device until the ends of the 2/3 0',%truss length '/z to 713 truss length truss are securely fastened and tempo- Greater than 60' Less than or equal to 60' Tag rary bracing Is Installed. Line Tag Line ipreader Bar Strohgbackt Spreader t3t►r Toe Mn Toe in! At or above mld-height Approximately Approximately + th to3/3Aruss length 2/ to gth Less than or equal to 60' tag Tag Greater than 60' Line L1ne aIJD3NG: � tta1#N7RIJIat G` � �J �T1$ XIC ' 't GBo 7opChord typical vertical attachment LBT End Wall Side Blocking i To Chord GB Ground brace Ground Front vertical Ciao} brace verticals(GB„) Ground brace t r diagonals(GBJ g Ground brace vertical l use of braced up of trusses' race Ground 4r ! ca(ES) dlagglitYrw"I Note: , Nz . Strut Backup ground ' (ST) stake 1"floor Driven ground Typtcet horizontal tie member with takers multi is stakes lHTV Frar»@ 2! r HI B- 1 Summary Shut COMMENTARY and RECOMMENDATIONS flail' TRUSS PLATE INSTITUTE HANDLING;INSTALLING:.&BRACING METAL 583 oonofrla or., Suite goo PLATE`CONNECTED WOOD TRUSSES m Madison Wisconsin 53719 (608) 833-5900 . wwwtpinst.org ltisthen �i 6hheins#alte industry,but must,duetothenatureafre spon'sibiliiiessinvolved be presented asa ere'ctoror.'erecticd htm.0woly66 yrecews—r"M"=ha6dle"ans6ll ;,guidefortheuseof aqua tifledbuiC ding designer'orfnstaller.Thus,theTrussPlate bmce Owleill' fa a ggn gd wobid" use to Ji/gand prof n —.The instaiier institute,tnc:expressly tlisctaims any responsibility frrr'darr►ages arising from the - mustexeraisethesamehighdegreeof-s afety,Oi av nessas"withanyotherstru6fUrai use,,appiic8tiortorrelianceohtherecoMirieidations and Wo rmationcontained material.'tO ldifesnotintehdtheser�omr ri ell datoh stobeinterpretedassupetforto herei nt)y.buildirtgdesigriers,installers,,andotheis. opyright�byTrussPlate 11 the project'Architect`s or Engirt"ear s design specit7cation for handiing,Installthg and Institute,Inc.,All'rights7esetited,TMs document or any part thereof must nat be bracingvuoor itrussesforaparticularrooforfloor,,Ttieserecommendationsarebased reproduced in any forrnwfthoutwriftdrapernission'of ihepublisher.Printed inthe upon the coliectiv'O ekperience of�ieadfng techricai personnel in the Idod,truss` unitedStatessofAmerica:, ie TRUSS STORAGE Lw Alm III C ml p ) +4, 4 F 2 t w. • Jibb Truss :IA'TTI ss Type Oty Ply 0105282J T1GE C 2 1 (optional) Universal Forest Products,Belchertown,MA.01007 5.000 s Sep 26 2002 MiTek Industries,Inc. Wed May 28 16:11:01 2003 Page 1 1-0-0 9-6-8 12-0-0 1 14-5-8 24-0-0 P5-0-q 1-0-0 9-6-8 2-5-8 2-5-8 9-6-8 1-0-0 Scale=1:43.5 4x4= 8 9 7 6.00 12 10 6 5 11 4 12 2 go 14 r� 15Q o / 1 3x4= 26 25 24 23 22 21 20 19 18 17 16 3x4= 5x6= 7-0-0 17-0-0 24-0-0 7-0-0 10-0-0 7-0-0 Plate Offsets(X,Y): 21:0-3-0,0-3-0 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.10 Vert(LL) n/a n/a M1120 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.03 Vert(TL) -0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 14 n/a BCDL 10.1) Code BOCA/ANSI95 (Matrix) 1st LC LL Min Vdefl=360 Weight:99 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF Stud REACTIONS (lb/size) 14=158/24-0-0,21=146/24-0-0,22=160/24-0-0,23=160/24-0-0,24=160/24-0-0,25=161/24-0-0,26=154/24-0-0 ,20=160/24-0-0,19=160/24-0-0,18=160/24-0-0,17=161/24-0-0,16=154/24-0-0,2=158/24-0-0 Max Horz2=111(load case 6) Max Upliftl4=-48(load case 7),22=-61(load case 6),23=-66(load case 6),24=-63(load case 6),25=-68(load case 6), 26=-53(load case 6),20=-59(load case 7),19=-67(load case 7),18=-63(load case 7),17=-68(load case 7), 16=-52(load case 7),2=-36(load case 4) Max Gravl4=184(load case 3),21=146(load case 1),22=194(load case 2),23=186(load case 2),24=186(load case 2), 25=188(load case 2),26=179(load case 2),20=194(load case 3),19=186(load case 3),18=186(load case 3), 17=188(load case 3),16=179(load case 3),2=184(load case 2) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=28,2-3=-48,3-4=46,4-5=-46,5-6=-46,6-7=-46,7-8=-46,8-9=-46,9-10=-46,10-11=-46,11-12=46,12-13=-46, 13-14=-48,14-15=28 BOT CHORD 2-26=15,25-26=15,24-25=15,23-24=15,22-23=15,21-22=15,20-21=15,19-20=15,18-19=15,17-18=15,16-17=15, 14-16=15 WEBS 8-21=-119,7-22=-133,6-23=-134,5-24=-133,4-25=-134,3-26=-130,9-20=-133,10-19=-134,11-18=-133,12-17=-134 ,13-16=-130 NOTES 1)Wind:ASCE 7-98 per BOCA/ANSI95;95mph;h=25ft;TCDL=S.Opsf;BCDL=S.Opsf;occupancy category 11;exposure C; enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 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)All plates are 2x4 M1120 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 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 with a clearance greater than 3.6-0 between the bottom chord and any other members. 7)One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s)14,22,23,24,25,26,20,19,18,17, 16,and 2. LOAD CASE(S)Standard 4*. b Truss TATTIC s Type Qty ply 22 1 0105282J T1 ' (optional) Universal Forest Products,Belchertown,MA.01007 5.000 s Sep 26 2002 MiTek Industries,Inc. Wed May 28 16:11:012003 Page 1 1-0-0 5-2-1 9-6-8 12-0-0 14-5-8 18-9-15 24-0-0 25-0-q 1-0-0 5-2-1 4-4-7 2-5-8 2-5-8 4-4-7 5-2-1 1-0-0 Scale=1:43.5 3x6= 5 3x8 i 3x8 O 4 6 6.00 12 2x4 2x4 O 3 7 n 2 8 °r 9 CO o < d �x 34= 11 12 13 10 3x6= 8x8= 8x8= 7-0-0 17-0-0 24-0-0 7-0-0 10-0-0 7-0-0 Plate Offsets X, 10:0-4-0,0-5-0 11:0-4-0,0-5-0 LOADING(pso SPACING 1-4-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.80 Vert(LL) -0.33 8-10 >858 MI120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.96 Vert(TL) -0.37 10 >771 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.05 8 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min Vdefl=360 Weight:92 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3-6-8 oc purlins. BOT CHORD 2 X 4 SPF No.2 *Except* BOT CHORD Rigid ceiling directly applied or 9-5-3 oc bracing. B22X6 SPF No.2 WEBS 2 X 4 SPF Stud REACTIONS (lb/size) 2=1098/0-3-8,8=1098/0-3-8 Max Horz2=111(load case 6) Max Uplift2=-267(load case 6),8=-267(load case 7) FORCES (lb)-First Load Case Only TOP CHORD 1-2=29,2-3=-1919,3-4=-1720,4-5=-198,5-6=-198,6-7=-1720,7-8=-1919,8-9=29 BOT CHORD 2-11=1637,11-12=1245,12-13=1245,10-13=1245,8-10=1637 WEBS 4-6=-1107,3-11=-268.4-11=492,6-10=492,7-10=-268 NOTES 1)Wind:ASCE 7-98 per BOCA/ANSI95;95mph;h=25ft;TCDL=5.Opsf;BCDL=S.Opsf;occupancy category 11;exposure C; enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)Design load is based on 40.0 psf specified roof snow load. 3)Unbalanced snow loads have been considered for this design. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. 5)One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at A(s)2 and 8. 6)Where diaphragm blocking is required at pitch breaks,Stabilizers may be replaced with wood blocking. LOAD CASE(S)Standard Shipping Summary DATE05/28/03 PAGE 1 REQ.QUOTE DATE / / ORDER# 10305282J Universal; ORDER DATE 05/22/03 QUOTE# 10305282B .•°° DELIVERY DATE 06/04/03 CUSTOMER ACCT# FFKEDEF Forest DATE OF INVOICE / / CUSTOMER PO# Ouimet Products ORDERED BY David L. INVOICE# UFP ORDER# TERMS 155 Bay Road,PO Box 945,Belchertown,MA.01007 SUPERINTENDANT David L. SALES REP John Evans Phone:413-323-7247 Fax:413-323-5257 JOBSITE PHONE# SALES AREA Massachusetts/ S , Fleury Lumber JOB NAME:Ouimet LOT# SUBDIV: i 231 Main Street PO Box 289 MODEL: T JOB CATEGORY: Resid T ; Easthampton, MA 01027 DELIVERY INSTRUCT O _ (413) 527-2693 i � � �� Ouimet ' 4 (/ P '. SPECIAL INSTRUCIT +N : 461 Ryan Rd T Florence, MA ' £CT10 -etc DEFT OF 90 PING INSP INS 1Jv ,kkl"�J I(,160 BY DATE BUILDING DEPARTIMENT1 OVERHANG INF HEEL HEIGHT 0.0000 REQ.LAYOUTS REQ.ENGINEERING I QUOTE I EVA 05/20/03 BOCO/ANS195 END CUT_I RETURN NONE LAYOUT PLUMB NO I GABLE STUDS 124 IN,OCI J08SITE 1 11 CUTTING ROOF TRUSSES LOADING TCLL-TCDL-BCLL-I CDL sTaess iNCR. INFORMATION 40.0,10.0,0.0,10.0 1.15 ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) PROFILE 1QTYj PITCH TYPE BASE I O/A LUMBER OVERHANG CANTILEVER STUB PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT --LE—FT-1—RIGHT Truss Height ATTIC 22 6.00 0.00, T1 24-00-00 24-00-00 2 X 4 2 X 4 01-00-00 01-00-00 06-09-15 --- ---- ATTIC 24-00-00 24-00-00 2 X 4 2 X 4101-00-00 01-00-00 06-09-15 2 6.00 000' T1GE Total QTY: 24 Truss Height ITEMS QTY ITEM TYPE SIZE LENGTH PART NUMBER NOTES FT-IN-16 1 Literature HIB 91 Summary Sheet 60100 Commentary and Recommendations for Handling,Installing& i Bracing Metal Plate Connected Wood Trusses 1 Literature Truss Drawing Packet 60106 I Truss Drawing Packet Total QTY: 24 THE ABOVE LISTED ITEM HAVE BEEN RECEIVED IN GOOD CONDITION. (EXCEPTIONS NOTED) Received By(Signiture): Received By (Print Name): Company(Print Na , Driver: �� Date: 7�`� 0 --- f r � s X4 oe000� r T � i _ O i _ ._ T __; - 1 CS-o-, il\j O'l , d t 4 I / a! A",W � .sue' A i ;-'ax �&Azle lialz'lol loea o I'f"",5 APPI { l *, ;"45 Lp u� } f 5 a r ' / � w N/F ELEANOR M. BURDO I.P. WY51'18"E—�- FOUND i' 91.43' JI I 01 ° AREA = I 20, 167 s.f.f ° I � ° tl Om _ N° t'3 1 L". PARCEL 4 o'P U° N I v - - gym= °-° I 1 I ONE � I 1 _V.at n I Ab(� e• { Lll ,J oY I S I 1` EASEMENT FOR 1 d j HIGHWAY PURPOSES �. I 105.00' COW.BOUND" ��� 78.78' 1 3r .7.2 � � FOUND FOUND —S71'45'53"W I 1�--- S69'06'-a-, 131.22' L� E�ASEMENT 14'52' RYAN ROAD � 00' 3' AREA 115 s.f. NOTE: This plan has been compiled from deeds, plans of record, assessors maps, and inspection of the property, for mortgage purposes only, and should not be construed as an accurate boundary survey, nor be recorded in the Registry of Deeds. TITLE: Mortgage Inspection Plan SCALE. 1" = 30' OWNER: Ivan E Velez & Sally Guzman—Velez LOCATION: STREET: 461 Ryan Road TOWN: Northampton COUNTY: Hampshire STATE: MA DEED BOOK: 4720 PAGE: 256 PLAN BOOK: 130 PAGE: 40 REPORT TO: Source One Mortgage Corp & Lawyers Title Insurance Corporation I hereby report that this plan shows the results of a Mortgage Loan Inspection performed in accordance with the Technical Standards for Mortgage Loan Inspections adopted by the Massachu- setts Association of Land Surveyors and Civil Engineers, Inc. Furthermore, I have inspected the premises shown hereon and appropriate deeds and plans of record. Accordingly, record easements and encroachments of buildings or improvements across boundary lines, if any, are indicated on the nlan, and the huildinas are not. Incat.ed within a Flood Hazard Area as defined on Federal Insur- �T t1AM p�, of Nar#1#a.mptan Z = � � � �lasstccl1�isrtfs - n" c� DEPARTMENT OF BUILDIT;G INSPECTIONS INSPECTOR 212 Main Street ® Municipal Building s ,= Northampton, MA 01060 r HOME OWNER EXEMPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as !Js/her construction sup: : , isor. The state defines "Homeowner" as, " Person(s) who owns a parcel on which he/she resides or intends to be, a one or hvo family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a home owner." The building department for the City of Northampton wants any person(s) who seek to use the home owner exemption, to act as their own construction supervisor, to be aware that by doing so you become responsible for compliance with state building codes and regulations. The inspection process requires that the building department be called to inspect work at various stages, which include foundation/footings (before backfill), sonofube holes (before pour), a rough building inspection (before work is concealed), insulation inspection (if required) and a final buildiniz inspection. The building department requires these inspections before the work is concealed, failure to secure these inspections can result in failure to obtain a certificate of occupancy until the work can be inspected. If the homeowner hires other trades to perform work (electrical, plumbing& gas) the homeowner will be responsible to make sure that the trades hired secure their proper permits in conjunction to the building permit issued, and that they get their required inspections. Failure of the individual trades to secure the permits and inspections as required can DELAY the project until such time as the proper permits and inspections are made ' understand the above. (Home owner/resident's signature requesting exemption) I will call to schedule all required building inspections necessary for the building permit issued to me. Date Address of work location a � Crziti z7f �>.7�:t11�t»t}�fnit _ — B 8 ��asaazcflitsrt(a > DEPARTMENT OP BUILDING INSPE'CT'IONS 212 Main Street ' Municipal. Buildint, j Northampton, Mass. 01000 NVOIZTaLE Z'S COMTENrSATION INSURANCE AFFMAVIT - (li�P�rJicnnittcc) :�ith a principal place. of businesslresidencc at - do llereJ}' fl1C paiils ;i1d I)Cilaltles of pCrlllil' ....-- ( ) I aJn an employer pm,"Idinng the followlIlc %vorr:cl's collmcnsation covcra�c ?of Iny' employees Wol�mlg on t m job: �il Sll t';1 r1G' Company) (Pclic:NILmbcr) Datc) O I am a sole prounctor, general contractor Or homeowner (circle one) and have hired the contractors listed beiov.,,,vlio have the, follovviFlg workers coI pensat:on policies: (NIfine of Contractor) Onsurmc� Comoany,Policf -(1-•1-!:1aron Date) (Name of Contracto,) Onsti-anc° Company/Poky Nur)L­,r} Date) — --- --------- - (Name of Contmcto,) (insuranc.-c Comi;Illyipolicy Nur!h�r) :xt;.r ao Datc) -------------------------- (Name of Conductor) jnsumacz: Comra_ny/Policv NumLsl (F?xpi tia:; Date) i i �_ ) I tun a sole };roptietor t'::l,i have no one :vor4 ink Tor nee. I ain a hollic owner 'l):;rfbitnln� all t!le P:Or:: inysclf. NO-IT:ptc-sc tic azvarc ll:a;«`.-ilc}x<n o Arts +;�c: play rz"s n<. c_. : r c,:,n cr:,,:air . "I cot:loco th u tluco urtitt ir:'.c{ dl t x I tiv.LZrs res: cc a t u. ._rye apturtc: r1 Lhcc c z:c[x t can.,loycs undo:t}r_wvrl_a'�c_:y.-,�;cti a Ad(GL152 1(S)},nrplS�- cu by a hors n<ti r for a tier r cc legal L-Wu;of an e,Wloye under tha Workxe&Corn;x tion Ace. I u.tdc,-:7xnd this i c py of tl-ctatcs>;azt ruy bo Iotwnn(o<7 to tbo[Ytxirtnrrzi olIndzu'ri el An�1 :f Cffioa of[;_.a I,for tln oovmge verification and that failure to:,acre covera�to 3 t swictn 25A of htdt-152 can lc--d to the imposifio.Cl of ri:ni !pa alga comisting of a fux_of up to S I,SW.00 artd'cx impriso -roc u of up to crx-)-ar a.-id civil paultia in d fcmn o(a St",W c t On ar d a l ar of S 100-00 i it y i F:u ml mr. --- I Fox dq;uutxatsl uic'Illy ` � - PC7 inl(l�l1II1lX=T Lmlltulc of I,tcc: f t•,cJPc_i to i'Ir_'. �,1f---, SECTION 8 CONSTRUCTION SERVICES'' 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder License Number Address Expiration Date Signature Telephone 9Reg�steredt �melmproverrient o�actor. _ F C � 1 Not Applicable ❑ Company Name Registration Number Address Expiration Date Telephone SECTION„10 WORKERS';C,OMPENSATION INSURANCE AFFIDAVIT(M.G.L. c. 152, § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... ❑ No...... ❑ III The current exemption for"homeowners”was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner" shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the buildinp_permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances, State and Local Zoning Laws nd State of Massachusetts General Laws Annotated. omeowner Signature I� i I SECTIONS DESCRI PTION110P,PROPOSEDiWORK check all a licable "'.�Y�X`5�, ma'°1.74?v ^n....:.n.��« %,.}tT,,,,... .:fir:Yb :::✓ e;a.a t"iN',?. New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors ❑ Accessory Bldg. 9K Demolition❑ New Signs [ ] Decks [ ] Siding[ ] Other [ ] Brief Description of Proposed Work: _ C) 3 a Alteration of existing bedroom Yes V'� No Adding new bedroom Yes No Attached Narrative❑ Renovating unfinished basement Yes No Plans Attached Roll ❑ - Sheet❑ s­V,IfANeW ousV "Wd aoWddd'ition<tO*ezistirWK—OLising,.corriple`te the 6116 in 7: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? h O d. Proposed Square footage of new construction. .Zg Dimensions a N X 3 ca e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Mascheck Energy Compliance form attached? h. Type of construction r',�wc'6r i. Is construction within 100 ft. of wetlands?. Yes No. Is construction within 100 yr. floodplain ------Yes ✓No j. Depth of basement or cellar floor below finished grade 1114- k. Will building conform to the Building and Zoning regulations? 01'*� Yes No . I. Septic Tank City Sewer Private well City water Supply SECTIONV.,9J OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNERS A NIT,OR=CONTRACTOR APPLIES-FORbUILDING PERMIT as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date l as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print Name S" cf U-3 Signature Owner/ gent Date Section 4. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size 6 Frontage Setbacks Front f Side L:�R: Z L: �R: Rear y3 L� Building Height _I Bldg. Square Footage OO % Open Space Footage % (Lot area minus bldg&paved / 41 �'A 6 parking) /4y #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO ✓ DON'T KNOW YES IF YES, date issued: IF YES: Was the permit recorded attthe Registry of Deeds? NO DON'T KNOW/ YES IF YES: enter Book Page and/or Document # B. Does the site contain a brook, body of water or wetlands? NO lo,� DON'T KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained Date Issued: C. Do any signs exist on the property? YES NO r/ IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property?YES _ Nom IF-YES, describe size, type and location: NICK- City y 7 of Northampton Status of P r t_ . wilding Department CurbGutlf�;.uC e . X212 Main Street SewerlSC r " ; la Room 100 1tia .g A i va``+a Northampton, MA 1060 T C3 Q Two Sets tr c :a " ' �` phtone 413-587-1240 Fax 413-587-1272 f?lat/SiteaPlans Other SpeCify APPLICATION'TO CONST-R;UCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING ` SECTION 1 - SITE INFORMATION This section to be;completed by;office 1.1 Property Address: ; Map Lot Urnt /o r�cL1�� ry1/� r7�'aGL Zones- , Overlay District " Elm St. District CB District SECTION 2 PROPERTY OWNERS HIP/AUTHORIZEQ AGENT 2.1 Owner of Record: N rr��e(Print)L Current Mailing Address: Telephone Signature 2.2 Authorized Agent: Name(Print) Current Mailing Address: Signature Telephone SECTION.3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (''Dollars) to be Official Use Only com feted b ermit a plicant 1. Building 1 soy) (a) Building Permit Fee Fle,:.:rical (b) stimatecl Total Cost of Construction from (6) 3_ Plumbing ---- Building Permit Fee h- 4 Mechanical (HVAC) 15. Fire Protection Al f4" 6. Total = 0 + 2 + 3 + 4 + 5) Check Number Of This Section For Official Use Only Building Permit Number:_ BP6 3 " Date issued: Building Commissioner/Inspector of Buildings Date: i File#BP-2003-0832 APPLICANT/CONTACT PERSON SOTO TIMOTEO&LYDIA E ADDRESS/PHONE 461 RYAN RD (413)584-8986 Q PROPERTY LOCATION 461 RYAN RD MAP 29 PARCEL 490 001 ZONE URA b) THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction:_CONSTRUCT 30 X 24 DET GARAGE New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION PRESENTED: pproved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commis Signature of i ding Of al Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. �S' r i a � k - ll a s K < �' + ", fi-.e '4 , 1 Ax x % r*- k,t�t f Y k.E 'm �' k 8 "I,ar "�} xS fi S-111.11-11 5 .' Y d: " 1 T �, .; @ 3. ' 4 �.� } � '' c l `." „rye kk �� .�, M Y ,flip S A l�. "Ivry - f f y 4 �,Yh aay4','� , 3 7 i lk .� *.. c w i .. .. ,v.+tu. ,.s, ?*ra..w�.__»1+m`+`xa' Mats.. „s...,.=v 3-«wa*.,m-' f«�._ r iws.. �' ,a...,= F� -arra±a„ �,.3^,r,�..,,� �.... s : ti 3 t t2 {�*' w ' �' 3 d .X? u } % }x O N fr 1 'CS A .�} } d d 6 44 S 1 4 g fi V h } ,x ay ,va',,,i �' =ne ,• .', a", ,„ +. ” ,,;s,, m,,,u� �"= 1 ",f°.�m,».,�,a+mrw....,:, ',. r iMr - u w n. _ K d 1 i 4' k .e t 11 4* `R KY ° }ab .e J 11, r N a*`k av'^ r �, e �` z '4 z,� x f t '' e ' `51_i�,,`�',',�,`��'--�,��",,'�,-,,�� ---y' , I �4"1, -, I I � � , I -, , I I -,l I- S2 n J u ' �, -.; 3 69 r4 2; T 6 a 3 }'" ,, - rr4 a� - '�t' $ � , '2 = s 11 , '�' e ,, e m: 3 �?I 11 4 . 1- I°�. a a k % .<"se, ��l . -�,,'-:�,-.14L � 'ma_�,�,�,, L-1 _L:-.-......�-�� -�---I -.1 I-- - I - I I I. 1, z,,�,�":� I I �, 4fW RW zv ++ BP-2003-0832 Ols# COMMONWEALTH OF MASSACHUSETTS Map-Block:29-490 CITY OF NORTHAMPTON Lot:-001 Permit. Building Categga: BUILDING PERMIT Permit# IR ZOM32 Project# - -1358 Est.Gost:$10500.00 Fee:$72.2 PERMISSION I5 HEREBY GR,4NTEI) TO: Const.'Class:_ Contractor: License: use Grouo: Homeowner as Contractor. Lot s (sa.fu: 20168.M Owner: SOTO TIMQTEQ&LYDIA E Zoning:uxAruysP Applicant: SOTO TIMOTEO &I.MIA E - °-- 77 Applicant Ad kzg: Phone.- Insurance,-, 461 RYAN RD (413)584-8286() FLORENCEMA01062 , Imo. ! :4/17/03 0.00,X11 TO PERFO"THE FOLLOHYNC WORK.-CONSTRUCT 30 X 24 DET GARAGE POST I CAN Ways. FR M IHfi ST T Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter; Footings: e� r N v/rte Rough: Rough: '7///,,5 r1,L —House# Foundation. Driveway Final- Final: Final: p + A Rough Frame: Gas: o,,re Deuartanent Fireplace/Chimney; tw Rough: Oil: Insulation: Final S,,,x gm; Final: d f 1 '03 THIS PERMIT MAY BE REVOKED BY THE CI OF NORTHAMPTON UPON-VIOLA N OF ANY OF ITS RULES AND REGULATIONS. Certiflot &UoLrl xt r FeeTvue: Rec�eint_No Date rid• Cbeck No: Amount: Building 4/17/03 0:00:00 1868 $72.00 212 Main Street,Phone(413)5874240,Fax:(413)587-1272 Building Commissioner Anthony Patillo