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HomeMy WebLinkAboutB14-0075 REV1 PHOTOGRAPHS OF PROJECT 4238 NUGGET LANE VAI L, CO 81657 , �:,. T� F. _ � - ��y' r � a �� , ; � I �' �, � ��I,II �. � ; P , ;.. _ '' _� �� � In this project the workers removed walls The work area was set up with a full and decontaminated everything inside containment using a two chambered waste load containment. out and a DeCon. �a�Y 9y^' � �1,�, � S �� � � S � � F . � . II �. y 3 �� � �' : ,. ,��,. . �, _ � *� ; � , � � ,. � �.. ,-�, w„6 . �� �'�� � ,, : . . . ,,,,_ ;; � : . � t_ f a ���. �';� � , � � t, ; �SS',,�i i� ������i"i ° f �� �� '�y `'� 4iI C 4 .,.,iy` �.u�� � I � �, L�' $; T� � j:,e'. All surfaces were deconaminate before the The project required seven negative air containment was taken down. machines to maintain pressure. � � ��,,. � � z ,�� � ��. �,�:u�. � Y� '�� �III,I � `��' � The wood on the inside of roof was Additional negative air machines. decontaminated _ _ ....___ Robert L.Ragan - 2 . , -- 5177 South Venwra Way �� � @��� , Centenniai,CO 80015 303-210-1349 Fax 303-632-8226 -_ _ ..__-_.,:—_._.._.�.__-_ - _ aagaa2Qcomcastnet . . RZ Analytical Job Atumber R215-GPS Cli�nt �y P�t Client Proje�t Number B04AFT Date/Time Logged In 4/19/2014 Analysis Due ASAP— Analysis Requested TTIOSH 7400 A Rules Analyst: R.Ragan f/mm� f/cc&f/mmZ Client Sample# R?# Volum #Fislds #Fibeis Fiber Densitv Detectiou Limit Fiber/cc B04AFT-01 R214GP5-1 964 100 3 3.8 0.003 BDL B04AFT-02 R214GP5-2 960 100 3%a 4.5 0.003 BDL B04AFT-03 R214GP5-3 964 100 4%x 5.7 0.003 BD� B04AFT-Q4 R214GP5-4 96(? 104 4 5.1 0.003 $DL B04AFI'-05 RZ 14GP5-5 960 100 5 6_4 0.003 BDL B04AFT-06 R2l4GPS-b 0 100 ND 0 7 f/mmZ BDL Bo4�T-o� x2t�P5-7 o ioo x� o �f/�n2 BDL BDL-Below Detedion Limit AIHA PAT Proficient,Labot�atory ID#156942 Limit of Detection for NiOSH meihod 7400 is 7 fibers per millimeter sqoared of filber area Pg. lof 1 �_ ____--._____..----- .---__---- �__. _ ___.._._._.________._ - � _ — ;5� 4 k '' ; t'9 �il -'�3 �_ 2 �� fn .� " G � .c, s3 i a�1 .2 �i'l T i _ YT 4'- � - ��F � Y :� r �c'b� w.v� 'f > t� ,�Jy^ i q� '¢_`' . rr 9 ..—.a'"s+ -�w 44-�' .fY' �"L - .t `qks i � �.a G�aa� °t,L,`� K� x�x"� "K � �.. 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M�08175 St Sdssa 6 1 � Job Reference(optionap Overhok Truss,Detla.Co 81416,MIKE LAHOE Run:7.400 s Dec 26 2012 Prinl:7.400 s Dec 26 2012 MiTek Induslries,Inc.Thu May 15 15:16:37 2014 Pa�1 ID:dIYRbENVmP?AE2cKjdzZu 7ySWOL-IKvZzhMHXDXtqKfxSDA��'�31-0Zm3F102knU12W VzGCLB L1�6-�1-2 6-0-9 12-0-0 17-11-7 24-0-0 1�-0 ' 6-0-9 5-11-7 �— 5-11-7 6-0-9 $1—0' 6�c10 I I Scale=1:55.8 4 8.00 12 3x5 i �� g _�-- 5 �� � 9 �w � Sx10 I I � � " �1 \\� � j i 10 8\'\, 4' 2 /� 2u411 2x411 6 a , � 7 i¢ `�' ax,2�� s.00 �2 \ la aX�2�i J 10x12� 10x12� &1-2 g�z 6-0-9 12-0-0 17-11-7 24-0-0 6-0-9 5-11-7 5-11-7 6-0-9 Plate Offsets(X,Y): (2:0-0-15,Edge�,(2:0-4-12,1-6-12],[6:0-0-15,Edge] [6:0-4-121-6-12� ►9:0-5-8 0.401 LOADING(psf) SPAqNG 2-0.0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 80.0 � plates Increase 1.00 TC 0.88 � Vert(LL) -0.44 9 >640 240 MT20 197/144 (Roof Snow--80.0) � Lumber Increase 1.00 BC 0.83 � Vert(TL) -0.62 9-10 >458 180 TCDL 10.0 Rep Stress Incr YES WB 0.79 I Horz{TL) 0.67 6 n/a Na BCL� 0.0 Code IRC2012/TPI2007 (Matrix) Weight:1351h FT=0% BCOL 10.0 LUMBER BRAqNG TOP CHORD Dc6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing direcdy applied or 2-9-2 oc purlins. BOT�rivRD GXb Jrf ioSuF iac 6v i�'rivRv Riyiti oeiiiny cSireciiy dppfieti or i0-u-u i>i;brdi,iriy. WEBS Dc4 SPF 1650F 1.5E MiTek recommends that Stabilizers and required cross braang WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x6 SPF 1650F 1.5E,Right:2�SPF 1650F 1.5E Installa6on guide. REAC110NS (161size) 2=2143l0.5-8 (min.0-3-12),6=2143/0-5-8 (min.03-12) Max Horz 2=-237(LC 6) Max Up1iR2=163(LC 8),6=163(LC 9) Max Grav2=2688(LC 2),6=2688(LC 2) FORCES (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=6619/376,3-4=5147/171,45=5147/205,5-6=6619/180 BOT CHORD 2-10=-372/5428,9-10=373/5460,B-9=-62/5460,6-8=-82l5427 WEBS 49=-65/4229,5-9=946/379,3-9=944/334 NOl'ES 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;F�cp C;endosed; MWFRS(envelope)automatic zone;can6lever left and riqht exposed;end vertical left and right exposed;Lumber DOL=1.00 plate grip DOL=1.00 2)TCLL:ASCE 7-10;PF=80.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 80.0 psf on overhangs non-concurrent with other live loads. 4)This Wss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Bearing at joint(s)2,6 oonsiders parallel to grain value using ANSIlfPI 1 angle to grain foRnula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of huss to bearing ptate capable of withstanding 100 Ib upl'rft at joint(s)exoept(jt=1b) 2=163-R=163. 7)This truss is designed in accordance with lhe 2012 Intemadonal Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LQAD CASE(S} Standard rur createa witn parractory triai version www.pdffactorv.com nlss ruSS ype JOHNSON RES. ML08175 S2 Siissw 8 1 t � �JOb Reference(optional) Overhol[Truss,Delfa.Co 81416,MIKE LAHOE Run:7.400 s Dec 26 2012 Pnnt:7.400 s Dec 26 2012 MiTek Industnes,Inc.Thu May 1515:16:38 2014 Page 1 �2 ID:dIYRbETWmP?AE2cKdzZu7ySWOL-DWTxA1NvIXflcSUEBewuoygc��AZNmmf?lO8Vc3�¢GCL7 , -1�5� 6-0-9 12-0-0 17-11-7 24-0-0 ' 1�-0 ' 6-0-9 5-11-7 5-11-7 6-0-9 6�c10 I I Scale=1:522 4 8.Q0 12 / � � � / \ 3u5�� I 3 /� �--_�_�/ "--_�_ `,\5 /� z /r8_.'\ / � / 8x10I1 ���\\ / � �- / ,�B'2� � �'� 9 7 ` a 2 � Dc4 II Dc4 II \\ \ s 1.-' �q 1��/ 4x12\\ 5.00 12 \`� la 1 �' 10X12 i 10u12� &1-2 8-1-2 � 6-0-9 12-0-0 17-11-7 24-0-0 ' 6-0-9 5-11-7 5-17-7 6-0-9 Plate Offsets(X,Y): [2:0-0-15,Edge],(2:0�-12,1-6-12],[6:0-0-15,Edge],(8:0-5-12,0�-0] LOADING(psf) SPAqNG 2-0-0 CSI -�- DEFL ---m (Ioc) -Udefl Ud PLATES GF�P TCLL 80.0 plates Incxease 1.00 TC 0.92 Vert(LL) -0.46 B >620 240 MT20 197/144 (Roof Snow=80.0) Lumber Increase 1.00 BC 0.87 � Vert(TL) -0.64 7-S >445 180 TCD� 10.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.69 6 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 (Matrix) Weight:129 Ib FT=0% BCDL 10.0 LUMBER BRApNG TOP CHORD 2x6 SPF 1650F 1.5E TOP CHORD Strvctural wood sheathing directly applied or 2-5-12 oc purlins. cvT�i-ivrcv 2xo Sr�io5u�i.ac o�T Cnvirtv niyiu ixiiii�y uireuiy appiieii ur iv-irv ix;u�ai:irty. WEBS 2x4 SPF 1650F 1.5E MiTek recommends that Stabilizers and required cross braang WEDGE be installed during truss erec6on,in accordance with Stabilizer Left:2u6 SPF 1650F 1.5E,Right:2x4 SPF 1650F 1.5E Installation uide. REAC710NS (Ib/size) 2=2160/a5-B (min.0-3-12),6=1880/0-3-8 (min.0-3-4) Max Horz 2=232(LC 7) Max Uplift2=-164(LC 8),6=120(LC 9) Max Grav2=2710(LC 2),6=2349(LC 2) FORCES (Ib)-Max.Comp.lMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=6695l395,3�=5229/192,45=5232/226,5-6=6868/211 BOT CHORD 2-9=-400/5494,8-9=-401/5525,7-8=116/5698,6-7=117/5682 WEBS 4-8=89l4327,5-8=1099/392,3-8=937l331 NOl'ES 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat II;Eup C;endosed; MWFRS(envedope)automadc zone;cantilever left and riqht exposed;end vertical left and riqht exposed;Lumber DOL=1.00 plate grip DOL=1.00 2)TCLL:ASCE 7-10;PF=80.0 psf(flat roof snow);Category II;E�C;Par6ally Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 80.0 psf on overhangs non-concurrent with other live loads. 4)This buss has been designed for a 10.0 psf bottom chord live load nonooncurtent with any other live loads. 5)Bearing at jant(s)2,6 considers parallel to grain val�using AN51lTPI 1 angle to grain formula. Building designer shaiild veiify capacity of bearing surface. � 6)Provide mechanical connection(by others)of truss to bearing plate capable of withsta�ding 100 Ib uplift at joint(s)except(jt=1b) 2=1Fu1_6=120 7)This huss is designeci in accordance with the 20121ntema6onal Residential Code sec�ons R502.11.1 and R802.10.2 arxi referenced standard ANSIlTPI 1. �OAD CASE(S) Standard rur= createa witn parractory triai version www.pdffactory.com NSS NSS ype JOHNSON RES. pML06175 S3 �IdodS�ediai 6 t ' k� Jab Reierence t�l Overhot Tniss,D�a.Co 81416.Mtl�LAfiOE Run:T.400 s Dec 26 2012 Print:7.4W s Dec 26 2012 t`iiTek Industries,Mc.Thu May 1515:16:38 2014 Page 1 1_2 �:dYRbETWmP?AE2G(jdzZu7ySWOL-0WTxAt NvIXikSUEBew�CPAOamrat08i/c3�¢GCU ,-1��, 6-0�8 12-0-0 17-5-8 23� 1�-0 ' 6fi9 5-11-7 5-&8 6.0-p 9c12 MT18H5 I E Scale=1:54.6 4 � � �. ii il /'���.\, �' !; � t ` �/'��/' �I� � � r 8.00 M 12 ,� / \�`� Y �3 �! f�/ ------ -- --- � ` �. � r - --- -...� . $ ` `� 3 ''�-' --_:-.'�' -- -- --- .`� �� / _-----"�l2 j':i-9.....�...`�Wd----- w �, I q� I(`1 % .-% \_.\._. �\ � �I ! /�,i` ! ! Sx10 I I \ � 4x8�� d 1 I %�/ �- %' \ \ C � •` _..� .,,\„� � , N f // f0,.. 8 '��. `�,.\.��., v M � /��1 �4 I! 2tt4 fi ��\�. ���, � � �� R' 2r/ ��-'�y \��" � i � , a`` -_::�� �� �� � 1 C ����� ��.Y4x12\ 5.00 12 xo � t; ' o 10u12� 6x12�� &1-2 &1-9 �- 6-49 12-0-0 17-8-8 23� 6-a9 511-7 5-8-8 6-0-0 Plate Offsets(X,Y): [2:Q-4-12,1-6-121,t2:0�►-15,Edgel,�7:Q-1-9,0-3-91,[9:0-5-6�)-4-0� LOADING(ps� ` SPAqNG 2-0-0 % CSI DEFL in TCLL 60.0 �oc) udefl Ud I PLATES GRIP Plates Increase 1.00 TC 0.87 Vert(LL) -0.42 9-10 >664 240 MT20 197/144 (Roof Snanr-80.0) i i TCDL 10A Lumber Increase 1.00 � BC 0.82 y VeR(TL) -0.59 9-10 >475 180 MT18HS 197/144 BCLL 0.0 � Rep Stress Incr YES � WB 0.77 � Horz(TL) 0.64 7 Na n/a �� ��� ; Code IRC2012/TPI2007 I (Matrix) i Weight:130 Ib FT=0% LUMBER BRAqNG TrJP CN4RD 2x6 SPF 165�F?.5E TQP C!-t4R^ Stn.c!vral wood�heaching tiirec";�;.;.!iad�r 2 Q�oc p:::!:r.�. BOT CHORD Dc6 SPF 1650F 1.5E BOT CHORD Rigid ceiNng diredly applied or 10-0-0 oc bracing. WEBS �c4 SPF 1650F 1.5E rMiTek recommends that Stabilizers and required cross braang WEDGE be installed during truss erec6on,in accordance with Stabilizer Left:2u6 SPF 1650F 1.5E � Installa6on guide. SLIDER Right 2x4 SPF 1650F 1.5E 3-6-9 �ncnoNS �wr�� �=�a5ainnea,�r,��2=2134lQ5-8 (min.Q3-12) Ma�c Horz2=231{LC 5) {L�ax L�ift7-116(LC S).2=�63(LC 3} +� Max Grav7=2317(LC 2),2=2678(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-Alt forces 250(Ib)or less except when shown. TOP CHORD 2-3=6572J396,3-4=5125/194,4-5=5015/228,5-6=-5893l197,6-7=-6209/172 BOT CHORD 2-10=-404/5386,9-10=405/5419,8-9-104/5102,7-8=104/5037 WEBS 3-9=917/330,49=90/4133,5-9=6T6l362 NOTES 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(Ii2C2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.U;Exp C;endosed; MWFRS(envelope)automatic zone;cantilever left and right exposed;end vertical left and right e�osed;Lumber DOL=1.00 plate grip DOL=1.00 2)TCLL•ASCE 7-10;Pf=80.0 psf(flat roof snow);Category 11;E�C;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 Umes flat roof load of 80.0 psf on overhangs non-cancurrent with other live loads. 4)All plates are MT20 plates unless otherwise mdicated. 5)This truss has been designed for a 10.0 psf bottan chord live load nonconcurrent with any other live loads. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at jant(s)2 considers parallel to grain value using ANSUTPI 1 angle to grain fortnuta. Building designer strould verify capacity of bearing surface. 8)Provide mechanical oonnection(by others)of tniss to bearing plate capable of withstarxiing 100 Ib uplift at joint(s)except�t=1b) 7=116,2=163. 9)This truss is designed in acoordance with the 2012 Intemational Residential Code sedions R502.11.1 and R802.10.2 and ref�enced standard ANSI/TPI 1. LAAD CA.SE(S) Standarcl PDF created with pdfFactory trial version www.pdffactorv.com QUOTE ACCEPTANCE Overholt Truss Co.will provide trusses as specified in the attached quote with the following conditions; , Overholt Truss Co.will maintain the highest possible quality control standards. Accepted tolerance of wood trusses is to be e�cpected. All bracing and hangers,temporary or permanent,are to be supplied and installed by the builder in accordance with engineered drawings or on-site stnzctural engineer. T6e Purchaser of Metal Plate Connected Wood Trusses and the Truss Facility,Agree,that the ANSI/TPI Industry Standard and the Standard"Comme�tary&Appendices",Latest Revision,for the Trusses,will be followed by all that are involved in the sale of the purchased trusses. Any deviation between plans and quote,the quote shall prevail. It is the customer's responsibility to verify the accuracy of the quote and drawings. The quote and drawings supplied by Overholt Truss describe what will be built. This is what you are agreeing to purchase. Please verify. Whoever si¢ns the quote acceatance is confirmine that thev have verified the auote,lavout&eneineered drawinES for accuracv. Accessibility to job-site is the customer's responsibiliry. Overholt Truss Co.will make the best attempt to deliver in all weather conditions with the equipment available to us. If any other means becomes necessary to get to the job site,it is the customer's responsibility. All girders will be assembled by Overholt Truss Co. If the builder requests to assemble girders in the field,he or she shall be responsible to follow the directions on the engineered drawings. No conective action by builder will be allowed without an inspection of the problem by a representative of the Overholt Truss Co.to verify the problem. Decisions will then be made on best way to repair. Only char�es agreed to,prior to corrective action being taken will be naid bv Over6olt Truss. *Delivery schedules are approximate and will be projected at the time of the order. Please check with Overholt Truss Co.for cunent projected ship dates prior to scheduling cranes. NO BACK CHARGES FOR CRANE SERVICE WILL BE CONSIDERED IN REGARDS TO DELIVERY TIMES. Overholt Truss Co.can not be responsible for delays due to weather,changes in design or other conditions beyond our controt. The purchaser and the truss facility agree that the delivery of trusses is not in any way considered to be part of the installation of trusses. The Purchaser and the Truss Facility,agree that the truss facility will retain a copy of the entire project file,to include the agreemenUcontract,engineering,and other proper documents for a period of no less than two years. The Purchaser agrees to reimburse the Truss Facility for any legal fees and court costs in any disagreement or legal cause that favors the Truss Facility. The Purchaser,and the Truss Facility,agree,that the Truss Facility reserves the right to conduct field inspection(s)of the trusses when there aze reported discrepancies in the trusses. The Purchaser and the Truss Facility also,agree that the Purchaser is responsible for any person that alters or cuts a tniss and for the cost for engineering and repair of the trusses. I hereby accept the terms and conditions outlined above and authorize the Overholt Truss Co.to do the work in the attached quote. I have verified quote for accuracy. CHECK BILL TEIROUGH: WALL PLATE HEIGHTS FRAMER: PHONE PITCH JOB ADDRESS SPAN PO# QUANTITIES QUOTE NUMBER OVERHANG *DELNERY DATE: SNOW LOAD SIGNATURE OF TRUSS SPACING TRUSS PURCHASER DATE SIGNED WALL LAYOUT DIM. OVERHOLT TRUSS REP. HEEL HEIGHTS