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PERMIT Bldg H 800 MacGregor Ave 2012-12-13
Received Date Received By .,;20 I Permit Number 257- Application Expires 0/4' General Information (970) 577-3726 • FAX (970) 586-0249 • www.estes.org/CommunitvDevelopment •Ue thls form for Non-residential and Mixed -use Buildings Permit Expires 7-0/ 4t owtc/,, Town of Estes Park Commercial Application / Building Permit Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Job Address: QC) 1NAF4C IP L,A.i. i ..1 1 Lot Size: sf/ac Lot: Block: Subdivision: Parcel #: Owner LO rjr- S k J E—, ri,5 C., t"P ' Phone: (91D . 164 02, ` 10 LI °i . Name: Address: %ft , PK. eV:A— Dritle-a. 19+0XLV— CO Contractor 1+1241,..)160.-b, mm—)Wr17—%A.C—,Tlito-1 Town License #: 123 Phone: 9-10•Vats.'2ASB Address: 6 a IC hi Or.", P ,too....4 POC, Sx,„,s-r4. WOsr Email Address (REQUIRED): __ PP—Cr-4,-, Cr,„.....--. The Following Applies to New Work Only — Complete all that apply: ew uilding Al ion Addition Building Use(s): Existing Fire Alarm 0 Yes 0 No Existing Fire Suppression 0 Yes 0 No New Fire Suppression 0 Yes 0 No Existing: Proposed: Sewer: wlErrstes Park Sanitation 0 Upper Thompson Sanitation 0 Private Septic — Requires Applicant o first go to the Health Department, Plumbing Involved: 0 Nop,ZrYes —State and Town Licenses Required Fixtures: 0 Add 0 Relocate 0 Replace 0 Demolish Water Service: 0 Existing ,Erhew - # of Meters: ,Zr Meter Size: inches Electric Involved: 0 No 0 Yes State & Town License Required. State Permit and Inspection Required. Service: El Existing ew 0 Overhead 0 Underground; 0 New Sprinkler System Line # Meters: Meter Size: amps; Temp Meter: 0 No 0 Yes Phase Volts of ; Type of Heat: Mlas' EI Furnace Fuel Gas Involyeth 0 No 0 Yes — Qualifications and System Sizing Required. Type: Ali -Natural Gas 0 LPG # of Gas Appliances / Outlets: 0 Electric 6.2-troi I e r Building Height: # Floors :., Fin 2SS2., 2,, oor (sfi Fin .31 to 9 ,36,loojjaf) Fin te98 ' Garage / Carport (sf) Attached Porch w/ Roof (sf) Deck w/o Roof (sf) ,,z,--- Ft, (1. Unfin Unfin Unfin Detached Job Description: G u...t. Ll....1 VT— Lou 11....Z.1 11-4 9 Total Valuations Labor & Mater*s) $ I certi y t Is applic tion is true and correct and agree to perform the work ...ribed according to plans/specifications local ordl ances, sjate and federal laws as well as building codes. I certify that I have the property owner's UNDERS ND AT I AM RESPONSI5LE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, APPLICATI . 'watontractor El Owner Ci Owner's Date 12,111212Ca* Print Nam: submitted, reviewed and approved, and comply with authority and permission to apply for this permit. Additionally, I INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS Agent El Tenant , Signature office Use On y JobDes . .1'1 "„ir„,,CZ .,./, c /7 ,,seie , / ,,e, ,/' - ••„/ / ,./e, , / --------- —=- 77— .._____—..... ..,....._ ... 1/7.sie ro ALR. i ,Department Approveds ,p p VII es Applicable Code(s): „sAir Type of Const. Occupancy Class(es): , Public Works 4 "4'2 V , /: e 0 4)/ , r e j4,,,e ' / • ; ' / /.? // A , / Water ..,, , ) , / / ,"':. 6: 0C4) Occupant Loads): Floogoad( ): Roof Load: Light & Power panning ,;',/,:.V42 e ,e,A v Variances (attached): Fire Alarm System Fire Suppression System Building ,.;,..";:, )4_,;( Pan Review 1," / ?,'.;', 3r, ) Front Side Rear River County Tax ,,,,' ‘,. '/ ,:,4ft'rl'/ Setbacks 06 Cert, of Occupancy ,,`4c,,,"q' Zoning Census If Other e Hazards Geo Wildfire Flood i , j, /, ( ,' .,,1 ( e, ) ) ,..; f •,,,) • kf ,,•,,e""ro Building Offic al , , Date 1 Total r 17/ , i ' ., 1 „ / / \1Server13\buildingdept\Fonns\Appl icaiions \Building\Commercial Building permii\Com mercial Building Permit 2011 APPRUVhDdoc evise - a0/3.74,H;2"- /3 • • - 99247 ,fr/levc.; LINEN 0 0"47I1.457A70 ENTIRE CABINET WALL MOUNT ST DOWN MIRROR vANIT'r 5' HG/, I WALL — T 7 cX1INIF2 1<4FF UNDER EITAIRO, STORAGE SHELVES — MOO INDI ECT LIGI-TING ONTO NAL L • .10.• 10•0 OOP •••• OM! .Date F;equested Permit # Date Inspected ( Inspector JOB ADDRESS REQUESTED BY T • N • F ESTES PARK Building Division TOWNLIC.# �P1S'") CONTACT INFO. I TYPE OF INSPECTIONS P/ii WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed ❑ 1.4 'Date Requested ate Inspected JOB ADDRESS REQUESTED BY d7,7 1/14 I Permit # Inspector -- TOWN OF ESTES PARK Building Division INSPECTION - ECORD Stu Ar/ /1.z TOWN LIC. # f81 CONTACT INFO.(.- 0 t( (1(€ r TYPE OF INSPECTIONS WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed ❑ Date Requested 20/ 3 - 03-D6 -/s2 7 Permit #`93Z6 Date Inspected 20/3 - 03 -07 io is Inspector 2V TOWN OF ESTES PARK Building Division INSECTION RECORD JOB ADDRESS eo f ccii REQUESTED BY L-i2it/2S7V'ti CC2A s 7" TOWN LIC. # l23 asiliCeP7 CONTACT INFO. 5' 70 - t/(/3 - Z7S3 TYPE OF INSPECTIONS 0/I'7Yi'Olz00F,', C Veil WORK SHALL NOT PROCEED UNTIL A PROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed El Date Requested 3:z21ill 3���,3 Permit # Date Inspected Inspector TOWN OF ESTES PARK Building Division INSPECTIONA,RECOR 4-teSe't/ RD JOB ADDRESS D F�(WLc REQUESTED BY TOWN LIC. # e(ct tug, CONTACT INFO. 0 - 5 '" 6YC & TYPE OF INSPECTIONS Ll�¢�pu� �/ �Lw✓(/J >dt t'S Pe..ff WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed 0 . Date Requested Permit # Date Inspected T Inspector Building Division JOB ADDRESS REQUESTED BY Y�j TOWN LIC. # 7I% CONTACT INFO. U - 56 G 0 Sa TYPE OF INSPECTIONS 1 Lt V WORK SHALL NOT PROCEED -UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-373 .. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed ❑ • Date Requested „Date Inspected_ IN JOB ADDRESS REQUESTED BY µ TOWN LIC. # Permit # Inspector TOWN OF ESTES PAR Building Division PE TION RECORD CONTACT INFO. TYPE OF INSPECTIONS ORK SHALL NOT P OCEE r UNTIL A ` PROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed ID . Date Requested �= f W) / 3 Permit # ( 3 2'6 p Date Inspected Inspector TOWN OF ESTES PARK Building Division SPECTION RECORD JOB ADDRESS �� //(eC_ REQUESTED BY �J TOWN LIC. # SF-5 A�� CONTACT INFO. Ce_D — 44g" 1 � � cf Sr TYPE OF INSPECTIONS �� eiy--66c-4 ('A y Y� wvvt r ivs WORK SHALL NOT PROCEED -UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed ❑ Date Requested Date Inspected 6,. � t 1� `3 („ )07 T T Building Division JOB ADDRESS? ... ...... REQUESTED BY TOWN LIC. # t13 CONTACT INFO. TYPE OF INSPECTIONS 3 7 5'7 E_ PctESr, WORK S ALL NOT PROCEED UNTIL APROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed ❑ 4F4 3 - 2 'S" 3 Date Requested Date Inspected JOB ADDRESS REQUESTED BY 11 1� Permit# Inspector TOWN OF ESTES PARK Building Division INSPEC Aso TION RECOR TOWN LIC. # j Z� CONTACT INFO. TYPE OF INSPECT ORK SHALL NOT PROCEED When corrections have been made, call for re -inspection: * 70-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assesse Date Requested Date Inspected • JOB ADDRESS REQUESTED BY 13 0 Building Division TOWN LIC. # \\ 3 '7 CONTACT INFO. TYPE OF INSPECTIONS 0 Vs LL 1 When corrections have been made, call for re inspection: 970-577- 7 1. General questions: call 970-577-3726. $100.00 e-Inspection Fe Assessed ate - equested ate Inspected JOB ADDRESS FAA (1 REQUESTED BY Permit # Inspector uilding ' 'vision CONTACT INFO. 0 - 5rb b r 0 )` 0 ‘; TYPE OF INSPECTIONS srl c414__ & frP, x/h. TOWN LIC. # v-KAA.< fl G v1S'l Prionkiel 69grFC WORK SHALL NOT PROC UNTIL PPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. • $100.00 Re -Inspection Fee Assessed ❑ ,0 Site Address: %3 -4,37 p Field Inspection ChecklistZ 2009 IFGC Gas Piping Rough Inspection Permit # Date: Permit holder and subcontractors are responsible for assuring work is ready for inspection. Site Check, Policies & Procedures — R105.7 Amended The entire permit package shall be kept on site until final inspection and approval by Division of Building Safety. The permit package is: _readily accessible; _as close as possible to premise address numbers; _protected from weather and physical damage; _kept in an approved red weather -tight container (as required based on project size). R106.1.1 Work and conditions described on the permit matches the field installation. Address Numbers — R319.1 Approved building numbers are: _ plainly legible and visible from the street fronting the property; _ minimum of 4" high; _minimum stroke width'/z"; _ plainly legible & visible from street front numbers contrast with background Address Numbers — Access to the building is by private road Building address cannot be viewed from the public way Therefore the approved address numbers are displayed next to the driveway entrance leading to the project site. Address numbers are illuminated or reflective Address numbers are clearly readable from the right of way. Plan- Check - Gas sizing schematic has been provided. Number of gauges� - - . e range: not greater than 5 times test pressure): PSI: 1<• Bled to: Piping material & •�F3 ' Number appliance lance ro _ Appliance types an cations iliatch do not match roved plans. Retum to Division of dg. Safety to upproved plans with added / deleted appliances. Approximate distance to furthest most appliance: Installation Of Gas Piping Through Engineered Structural Members - L 33 Piping through Throughrequiresapproval from design professional. Installation Of Gas Piping Conventional FramingJoists — 34 Notches at ends =< % depth of joists (1/44of: 2x8 = 1 13/16"; 2x10 = 2 5/16"; 2x12 = 213/16"). rd joist P a'depth _ _ ,..... ' "' . _ not within middle 3 of joist 1s an. p t ( � � '/Z°; 2x12 = 1 7/8") and 35 Notches in topor bottom of joists are =< 1/6 de th of joist 1/6 of: 2x8 = 1�/ 2x10 = 1 ra 1 " 36 Holes bored are not within 2"of top of bottom of joist and not more than 1/3 depth of joist. (1/3 of: 2x8 = 2 % ; 2x10=3";2x12=39/"). Installation Of Gas Piping Through Conventional Walls — stud: t ..—.m_.._ does not exceed 7/8" 37 Exterior and bearingwall stud... cut or notch for 2x4 � 38 Exterior and bearingwall stud: cut or notch for 2x6 does not exceed 1 3/8 Bored hole is between 40% and 60% of stud width see� exceptions 1 & 2. 40 have bored holes. More than 2 studs in succession Bored hole exceeds 60% max allowed of stud width. Bored Notch in bearinha artition does not exceed _ ... " from hole � P edge of stud 40% of stud width. Pipin�cl (other than galvanized or black steel) less than 1" from edge of framing members. Piping System Installation — Underground 1penetrationsat p otection, see separate csst checklist, 46 g. through foundation wall are prohibited. 45 protection, below) 47 Pipingexhaust Not permitted in hrough a ducted ... ..•.... _......_...� _.w. right concealed locations listed supply, returnor bushings —coin compression couplings sw �nle�sn�St for use):unions —tube fittings — i and left couplingsmin g._ .wg._.._ p ._( 9a_.... teed less . .... _ s black aRv s than 1 � from edge require shield plates. Phield latesthan steel or S in othe above plates uov�de protection min 4"above sole plates 1E�gac�e Shield p provide protection min 4 below top plates 16 age protection4" of studdo plates pr.vide ruin to each side studJist or rafter 16 gage. Piping in solid floors is i .....Pg .�. _m.......�. ...!...approved channels or casings ................ _ VServer131d1Buildin De 00_Town Codes9u S_03_00_BuAfiOd, in,: d'.r,muues _ n9 pecU :' I IIV CRLI ;'u RAka , ca"�.r��:e„wpro_j hockMumri irr pauwi�,rou�ruuulRH d,V�` Ro m9.uu �tl Il ary¢na;;rc 9 P� ry Ngll a Ytl I'..�I'„,V� B^„u➢Idi pnu� u, ru�hdRM�'„��"� a II pt Ntlwry ... 44 Field Inspection Checklist Site Address: 2009 IFGC Gas Piping Rough Inspection Permit # Date: Permit holder and subcontractors are responsible for assuring work is ready for inspection. 54 55 56 57 58 59 60 61 62 63 Casing joints and ends are tightly sealed. Casing ends extend at least 2" beyond where pipe emerges from floor. Minimum burial depth for outside individual appliance line in approved location = 18". Unthreaded portions of piping outlets: through finished ceilings and walls — min. 1", Min. 2" through and above floors, outdoor patios & slabs, Outlets not located behind doors. Outlets located in same space or room appliance is located. Plastic pipe shall be installed outside unde • round onl Plastic pipe shall comply with G2415.14.1 throug A tracer wire for h G2415.14.3. underground non metallic piping has been installed as per G2415.3. Support hanger interval for BSP: @ 6'; 3" or 1" @ 8' —horizontal & vertical. Support hanger interval for BSP: 1 '/" & > 10' horizontal; every floor when vertical. Manifold supported. Gas range rough in: shut off provided at this time or must be accessible at final, G2420. CSST Installation Manufacturer's installation instructions or ESR has been provided for inspection. (Gastite bonding T132010-01pdf is on file at Division of Building Safety) CSST installer is certified for installation. Open ends of tubing are protected. Bending radius within tolerance. Jacket is not over -stripped. CSST support material & intervals are as per installation guide: (Gastite Installation Guide for 2008 is on file at Division of Building Safety) Vertical = 10' o.c.; Horizontal = 3/8" 4', %" 6', g/<" to 2" 8'. Components are from the same manufacturer. 76 Manifold / regulator is in an accessible location and supported. 77 Shut off valve ahead of regulator. 78 Tubing is terminated with correct fitting. 79 Clearance holes are approximately IA" larger than OD of CSST & protected. 80 Vertical run: tubing is relatively within wall cavity. 81 Horizontal run maintainingmaxdistnce from electrically conductive buildingsyse ms 82 CSST is not installed within a chase that includes metallic vent or chimney liner._ 83 CSST is supported and routed toprevent contact with appliance cabinet or vent pp pp 84 Safe distance from edge of framing member to CSST clearance hole: (at least 1 A"), 85 Strike plate roton is ,provided as per installation guide: 6 Electrical Bonding — 87 Single bond connection is downstream of gas meter, upstream of an t�CSST connection 88 Bonding conductor is no smaller than a 6 AWG cu wire or equivalents 89 CSST ground bonding clamp is installed at rigid piping as per installation guide. 90 Point. of attachment for bonding jumper is accessible kGerwer'V'„ 4BMIlldungOeia60i5. _OCILTorwru W4 it lO_Buldin y d,:u,ar, r, ik a� 9 „ u�uca Vs gy $p: ansv 4,1llMll ll':rF TQa"N l., lli'USTSVVuu,,.p3w,Akmuu lIlusuusPu,osts_t"omrumwsr^aN G .IIIROL.KuV din:::x Date Requested Date Inspected JOB ADDRESS REQUESTED BY 47' Permit # Inspector TOWN OF ES ES PARK Building Division i TOWN LIC. # / / 6, CONTACT INFO. 0_5 TYPE OF INSPECTIONS kr LC s t KJ r-- c, Pub Gra& 5 r 1(- tiffirl> IP, u r W6 5 G 'S '- D( [:i, - 6 - al c6 - p irt-e_cr fie_ v c� u' b viiit,v" 6 CS WORK S ALL NOT ii ;; ROCEED U TIL AP o a, 'OV D When corrections have been made, call for re -inspection: 970-577-373 General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed O 1 Date Requested Date Inspected JOB ADDRESS REQUESTED BY Permit # Inspector Building Division P Ptiv CONTACT INFO. ►' L`V3 Z.o S"O TOWN LIC. # TyPE OF INSPECTIONS itai 5: .. 4-q 5 wr if 33 —du., Pic K(63, o to I 14ti u5 cnAps dug, 1f SMe L to, % 5' L Nivdr) t; p0 02, c Pura- OL O) Ci Li..+n WORK SHALL NOT ROCEUNTIL PPROV When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed 0 ate - equested /6 ate Inspected JOB ADDRESS REQUESTED BY Permit # Inspector uilding ivision CONTACT INFO. U �G d S d TOWN LIC. # 7(6 11,\ AtA4/4,17,-: 04, TYPE OF INSPECTIONS Au6OS WORK S ALL OT P OCE • T P'" -, V When corrections have been made, call for re -inspection: 970-577-3731 General questions: call 970-577-3726. $100.00 Re -Inspection Fee AssessedO Date Requested q L%(' Date Inspected �l JOB ADDRESS REQUESTED BY Permit # uilding Division TOWN LIC. # CONTACT INFO. TYPE OF INSPECTIONS roe- GAw a SST) P — WORK S L NOT '' R C UNTI V When corrections have been made, call for re -inspection: 970-577-373 n General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed ❑ ate :` equested ate Inspected JOB ADDRESS 11(3 Permit # Inspector uilding Division REQUESTED BY OWN LIC. # CONTACT INFO. TYPE OF INSPECTIONS p 11 1/ OIV S £, LL N ! T IL When corrections have been made, call for re -inspection: 970-577 31. General questions: call 970-577-3726. $100.0 Re -Inspection Fee Assessed D Date Requested Date Inspected JOB ADDRESS ZO/3--// -OS --/SZZ Zo/3-/I-06 idss-'/ Permit # 93 Z G Inspector TOWN OF ESTES P RK Building Division ECTION ?eV C2.6 6-0 /1/Vfi tfr/ REQUESTED BY EC (Ay (s-/1.EYSO #J TOWN LIC. # 7/6 Pc �� Hi r1 CONTACT INFO. 9 7 0 -5-6 OS V '7. TYPE OF INSPECTIONS A-Knit-6 ..0 ✓- ,4-4�-o4 vitt/fr.- a 24-16 /* /T K "L U RK SHALL OT`° ROC D U in APPROVE When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed 0 ate ' equ'ested Z.©/3 -//" Z 6-!©3, ate Inspected 20 3-//-27 Permit # ,r -�3 ?ZC Inspector Building Division JOB ADDRESS gm �� v itEGaQ REQUESTED BY..iT7}--cF (i) TOWN LIC. # CONTACT INFO. SO2 / 1111- TYPE OF INSPECTIONS J /T1" et9024 /"2/ /A✓C ,Z- /S' e✓l NA/y o m'mtj y S'rz cr C/i4-I/c 94 - co /vc/o/teigd GJ/ JritiiCT 7 7. `D D.4 !' W %� l0 4/.6 ZO/3'/Z "0 7 L IL hen corrections have been ade, call for re -inspection: 970-577-3731. eneral questions: call 970-577-3726. .00 a -Ins ti • - ss - sse ate ! equested _/1_ 1 Permit # for ate Inspected JOB ADDRESS REQUESTED BY, Inspector uildin * ' 'vision CONTACT INFO. 9 70-yq-Z S 3 TYPE OF IN PECTIO rIS /`r2/i'rrllA/'G' _. w.. TOWN LIC. # /23 WORK SH LL NOT P" OC U TIL P + OVED When corrections have been made, call for re -inspection: 970-577-3731.. General questions: call 970-577-3726. $1 00.00 Re -Inspection Fee Assessed D ate ' equested Z o 13- J Z - 0 9-/ yZ Per it Date Inspected '` /3 -/Z Building Division JOB ADDRESS S"OO %�fK REQUESTED BY c°, . 7;/ l/ W F.� -- TOWN LIC. # l2 3 S—re9N iE CONTACT INFO. 9 7 0 — 4'/3 ' Z 7 3 TYPE OF INSPECTIONS C. cc 14-0 2. G. Vr' if, t £.fit C�L� S „' L SOT Ti When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $1 0.00 Re -Inspection ection Fe -: Assessed ❑ Date ' equested 2 0/3- /Z -0 Z ^ / 29 Per it 9 Z ate Inspected 20/3 ^/2- 0 JOB ADDRESS REQUESTED BY 6A/s Inspector uildin• R ivision CONTACT INFO. 970 — 9c/3 2 7S'3 TOWN LIC. # /23 Z/y - 72/ 7 TYPE OF INSPECTIONS 7;n711!.t/6 (E) ,JiiZvctr/iC/kL K S .LL N« T PCEE TIL When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $1 0.00 Re -Inspection Fee Assessed GI Towh of Estes Park Mail - Black Canyon Inn PDF E 5 P p Black Canyon Inn PDF 1 message https://mail.google.com/mail/?ui=2&ik=8d5aead2f58aiew=pt&search.., 932 Charlie Phillips <cphillips@ estes.org> Justin Sprouse <jsprouse@ces-ccc.com> To: Charlie Phillips <cphillips@estes.org> Charlie: Tue, Dec 3, 2013 at 5:25 PM Please find attached pdfs of the items that we discussed for the Black Canyon Inn this morning. Should you have any questions please feel free to give me a call. Justin Sprouse Project Manager Cornerstone Construction Concepts, Inc. 970-586-2458-0ffice 970-586-2459-Fax 970-443-2753-Cell CONFiDENTIALITY NOTICE: This transmission, and any attach nts, y contain information which is confidential or legally privileged. If you are not the intended recipient, or a person responsible for delivering it to the intended recipient, you are hereby notified that you st not read this transmission or any attachment and that any disclosure, copying, printing, distribution or use of any infor .tion contained in or attached to this transmission is STRICTLY PROHIBITED. If you have received this transmission in error, please immediately notify the sender by telephone or return e-mail and delete the original transmission and its attach nts without reading or saving in any manner SPECIAL NOTE TO CLIENT Please DO NOT FORWARD this transmission to anyone else. From: Walt Gantt [mailto:wwg@kenneyarchmm] Sent: Tuesday, December 03, 2013 1:46 PM To: Justin Subject: stamped revisions to unit D Justin, I combined the dining and bath revisions on one sheet I'll have to do the upper deck on Thursday as I need to catch a plane Walt Gantt I of 2 12/4/2013 8:16 AM Town of Estes Park Mail - Black Canyon Inn PDF https://mail.google.com/mai I/?ui=2&ik4d5aead2f5&view=pt&search... Architect , LEED Accredited Professional kenney M associates inc. 209 E. 4th street Loveland CO 80537 Ph: 970-663-0548 wwg kenneyarch.com www.kenneyarch.com 2 attachments Temp00288.PDF 807K AR-M350_20131203_175809.pdf 21K rr of 2 12/4/2013 8:16 AM 1M1 , or-- -4 'OM prt41110,14rarree*Mor~4,00KIW' teottt,t= 014,0~.00 normswAtIgootor.~,4** IN1,900,11,00Mgrampet,t4,4„otte Wre4,m100404,44.,,a, 4010*ft'''' 044.00,440,0404,404 $4044,0,464400 WOROWOOMPON* OW, 40404 grATON0W00000040,000001,6400000, '16070,001400100,44 Nrotra#40.04s**0401004,0,E4 r ..„ „,...„.„ ....„ „ „.. 3'-4" E.,. UNDER - 4,NK r<,rm )( , — • 1 ro BELC 50AKING TUB ROOM 0! 4,,,imomumfm4...0° kALL of,r0ooe Aot $011.04140,,,,A, 2X COMPRESSION BLOCK TOP PLATE COMPRESSION BLOCK TOP PLATE 2X4 STUD WALL BASE PLATE SECTION A -A SCALE 1:1 1 TOP PLATE CRIPPLE WALL TOP PLATE 2X4 STUD WALL --- BASE PLATE NORTH PARTY WALL ELEVATION SCALE 1:2 BLACK CANYON INN BUILDING H WALL SECTION C JOB Ns RNE PSTONE ENGINEERING & BY: rim. OATS t2I3001$ 188E BIG THOMPSON SUITE 200 ESTES PAW. CO. 80817 (870) 886-2458 FAX (070) 888-2180'I Date Requested Zo /3 - /Z-II- //S7 Date Inspected 20 /3 '1Z - /Z - Permit # /? 9 3Z Inspector &_ t 0 TOWN OF ESTES PARK Building Division INSPECTION RECORD JOB ADDRESS O O REQUESTED BY XL'�'774i W� LORNsR - TOWN LIC. # /Z 3 .S'(.ONE ��/CEPTS CONTACT INFO. 9 70 - y ea - 27S3 r TYPE OF INSPECTIONS /C/' /iC (4t) 9:00 /1 /. 77tiSSsS Z. CQjPPLE i /WS er of i 6 tl g P W r lit °4 ,.. Cyr Cw (tq(,- A fn z1( (5?- 1H 01A WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed ❑ MOS bow ZA ' December 17. 2013 Estes Park Building Department To‘‘n of Fstes Park PO Box 1200 1 Park. CO 80517 1692 Big Thompson Avenue, Suite 200 Estes Park, Colorado 80517 Phone: (970) 586-2458 Fax: (970) 586-2459 Email: ces@ces-ccc.com • Web: ces-ccc.com RE Building 1-1, Black Canyon Inn, 800 MacGregor Avenue. Estes Park, Colorado: Framing inspection. Building Permit B9326 Dear Will., The following letter is in reference to the framing inspection. ler Building Inn. 800 MacGregor AVenue, Estes Park, Color- do., a he Black Canyon A representative of Comerst te. Engineering & Surveying, Inc KIES) has provided onsite inspection during the ha ling of Building FL During the construction several structural. modifications have occurred. Structural modifications have been documented and submitted t the building department either on rcvised plan set or AX drawings. CES feels thet the framing has been cot .pleted per the approved plan set and revisions with note to the following, itcm„ Pre Engineered Truss esign: '[he e gineeres truss design prepared by Sterling Component Systems showed lateral bracing installed on the cast leg of trusses B8 thr. ugh 11. Lateral blocking was installed above the bottomcord of the trusses with blocking and drywall backing inst lied along the bottom cord. CES feels that the noted blocking in conjunction with the rywall sheathing will pr e adequate lateral bracing. No other structural items were reviewed beyond those items listed above. Sincerely Cornet Michael „ .Principal c',„ Date Requested /d=Z( trn4 f 49/ (3 Permit # 13—q32_3. Date Inspected z'0/ -d /-DZ JOB ADDRESS REQUESTED BY Inspector TOWN OF ESTES PARK Building Division 6, et-e---d bq&—_ TOWN LIC. # IL CONTACT INFO. - S O S 0 OF INSPECTIONS V rl' ek-e -ti)f-reA ec/ ( (1 WORK SHALL. NOT PR "° CEED UNTIL APPROVE When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed ❑ Date Requested 0 (0$(4/\ *1.3 Permit # 6 - 3 2L Date Inspected 70/4/-0/-©Z Inspector 2 TOWN OF ESTES PARK Building Division INSPECTION RECQRD ADDRESS1Lj (S., _ e ar7 Ac_ JOB ��D - REQUESTED BY Crt at TOWN LIC. # 1 Z 3 CONTACT INFO. - 4-3 - 275'3 TYPE OF INSPECTIONS �� / i na-�..,Q��.�-- C/114) WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed El Date Requested Z- ° 6 NIA Permit # --13zj Date Inspected ZD/g -Di -D Z Inspector TOWN OF ESTES PARK Building Division JOB ADDRESS INSPECTIONRECORD „ r(4- &<4Ote REQUESTED BY �(\ TOWN LIC. # CONTACT INFO. `fc3 — 2-- TYPE OF INSPECTIONS 1-66-52- ll ©e 7-0 ry1,0c,c, A /q,c 73-7i_ . ZAtJA-rr' J 1 o ?` -.. ,f _ 'Gives•7-1e4--1171tV rc' " Pf.0 Vi d I c rZl/2A f WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed ❑ Date Requested Date Inspected et(1 JOB ADDRESS REQUESTED BY tf:( pi\ 111/N ,(6/(Lf Permit # Inspector TOWN OF ESTES PARK Building Division INSPECTION RECORD CONTACT INFO. -1 TYPE OF INSPECTIONS /-- 5- "ikds_ (1--7om s Tlris Ntz ,1.1�J--- 7J7 otha' WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed ❑ Date Requested Date Inspected JOB ADDRESS REQUESTED BY TO F T Building Division TOWN LIC. # ) (4 CONTACT INFO. TYPE OF INSPECTIONS WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed CI Date Requested Inspector T �F T Building Division Date Inspected JOB ADDRESS REQUESTED BY //0 CONTACT INFO. TYPE OF INSPECTIONS /IJsµ TOWN LIC. # WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed ❑ rfl Date Requested Date Inspected s JOB ADDRESS REQUESTED BY TOWN LIC. # (/ Permit # Inspector ' uilding Division CONTACT INFO... TYPE OF INSPECTION b .�m 126 WORK SHALL NOT PROCEED -UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed ❑ Date Requested I -1ZPM I ( I Permit # ?3 11A Date Inspected Inspector gfr TOWN OF ESTES PARK Building Division JOB ADDRESS REQUESTED BY INSPECTION RECORD Spa- �+- �4c K�-✓ ANrC_ Ili-`�-P TOWN LIC. # I `� CONTACT INFO. 3d; - �a. TYPE OF INSPECTIONS -�-- Se)eirtTS kJ ( Z 5 5 J . WORK SHALL NOT PROCEED UNTIL APP ``OVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed CI Date Requested Date Inspected • • Building Division Permit # Inspector JOB ADDRESS %3 C) j4 tt 6(-- l t REQUESTED BY 1� TOWN LIC. # //7 CONTACT INFO. 3 - 7 ° I - 7.76r Th TYPE OF INSPECTIONS PM l/ L43,oz-DIA) 1- nut-r) ? vz pvsE 40 V- M IO.I 2dDt" . NEJMS 17 z - A- u ivr- 5 fits s, gE c5 ) 3 D 60,6- �" 4i ice— S (ic.. s P. ,t-e I c/v l WO: K S ALL OT PROC ' -U T1L P'OVE When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed 0 Date Requested Date Inspected YY Permit # Inspector T+ •F T P Building Division JOB ADDRESS �, �, REQUESTED BY TOWN LIC. # CONTACT INFO. TYPE OF INSPECTIONS WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed 0 2� Date Requested ,:v� 17//' Date Inspected 517 JOB ADDRESS REQUESTED BY F T Building Division TOWN LIC. # r% CONTACT INFO. TYPE OF I ONS -9�aL ritt_ 14a pe,t}/,/,15 Jeti PgiaL1) C� (h) er Muc. n WORK SHALL NOT PROCEED --UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed 0 Date Requested - 11 m . Date Inspected JOB ADDRESS REQUESTED BY Permit # Inspector Building Division TOWN LIC. # /f` e C.4<-8C CONTACT INFO.......w�.��..._..... TYPE OF INSPECTIONS P ��► r n bs6 WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed El Date Requested Permit # Date Inspected Inspector N F ESTES PA K Building Division JOB ADDRESS M "14 6-e- REQUESTED BY /keyri-i-t TOWN LIC. # CONTACT INFO. �I Lf 3 " 76, TYPE OF INSPECTIONS WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed ❑ Date Requested /- 1 Date Inspected JOB ADDRESS Permit # r Inspector •F T Building Division C -e- REQUESTED BY TOWN LIC. # '1) k) CONTACT INFO. TYPE OF INSPECTIONS I V !/..(2t.S n WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed 0 4411 �"�Date Requested q:0 ') i Permit # 1 3 2.-73 Date Inspected JOB ADDRESS REQUESTED BY 5 1 1Z I iL\ Inspector TOWN OF ESTES PARK Building Division INSPECTION RECORD C TOWN LIC. # CONTACT INFO. TYPE OF INSPECTIONS WORK SHALL NOT PROCEED -UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed ❑ Date Requested Date Inspected JOB ADDRESS REQUESTED BY CONTACT INFO. Permit # Inspector Building Division �23 TOWN LIC. # TYPE OF INSPECTIONS WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed O CONTRACTOR/ SUBCONTRACTOR TOWN BUSINESS LICENSE AFFIDAVIT Applicant Name: easiness Name: Cornerstone Construction Concepts, Inc. Mailing Address: 1692 Big Thompson Avenue Suite 200. Estes Park CO 80517 Phone Number: (970) 586-2458 Address of Project: 800 MacGregor Avenue, Estes Park CO 80517 Type of Project: New Construction EL,„14cA (*LIc»J 9326. Please list the required information for all contractor/subcontractor, who performed work/services for the above roject. Business Name Contact Name Complete Address Business License # Kearney & Son's Excavating, Inc. Mike Kearney PO Box 3623, Estes Park CO 80517 20 v^'^' Bryson Concrete Jon Bryson PO Box 3016, Estes Park CO 80517 895 u ^. Phillips Carpentry Pat Phillips 415 Mason Ct #6, Fort Collins CO 80524 713 Greyson Plumbing & Heating Greg Hawf 1670 Brook Court, Estes Park CO 80517 716 Flash Electric Kenny Schwarz 3341 Rockwood Lane S., Estes Park CO 80517 Builder Services Group, Inc. Danny Sandoval PO Box 270066, Fort Collins CO 80527 16 v e' Fossil Creek Drywall, Inc. Joe Juliano 528 W. 67 Street, Loveland CO 80538 1147 ,,,, Arganbright Inc. Nate Arganbright PO Box 2013, Estes Park CO 80517 360 S. Lincoln Ave., Loveland CO 80537 486 V" 899 v^^°"' Loveland Design Center, Inc. Diane Moan Matt Homolka Painting Matt Homolka 5712 Bueno Dr., Fort Collins CO 80525 1061°°"' Poudre Valley Mr Shelly Shellenbarger 2416 Donella Ct. #A, Fort Collins CO 80524 125 I certify that this on the project desert issued until all contrac License. Applicant's Signa ►''vit repr above, s/subco Initialed By: Town Clerk: Vmk o provided work/services Occupancy will not be )f Estes Park Business Date: 2124 f 2014 'ES PARK, CO 80517 Date: 6/14/02 Date Requested Date Inspected JOB ADDRESS REQUESTED BY Permit # Inspector Building Division CONTACT INFO. OP 31(4 0 TYPE OF INSPECTIONS —' TOWN LIC. # 6 S' WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed ❑ Date Requested Date Inspected Permit # Inspector T WN • F ESTES PA ' K Building Division i JOB ADDRESS Ea /144t «�'A' Avs ate-1) REQUESTED BY CO ,5-e_ TOWN LIC. # CONTACT INFO. TYPE OF INSPECTIONS Lf3 2?Sr3 c� P R,o7C '1- r-)(PoS el) EA o WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed ❑ Date Requested Date Inspected JOB ADDRESS REQUESTED BY uilding Division TOWN LIC. # CONTACT INFO. ©`-- 21 7 3 ( 7 TYPE OF INSPECTIONS tol`a WORK SHALL NOT PROCEED UNTIL APP OVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed 0 CORNE STONE ENGINEERING & April 4, 2013 Estes Park Building Department Town of Estes Park PO Box 1200 Estes Park, CO 80517 1692 Big Thompson Avenue, Suite 200 Estes Park, Colorado 80517 Phone: (970) 586-2458 Fax: (970) 586-2459 Email: ces@ces-ccc.com • Web: ces-ccc.com RE: Building H, Black Canyo • nn, 800 MacGregor Avenue, Estes Park, Colorado: Thickened Slab Inspection, Buildi g Permit B9326 Dear Will, The following letter is in reference to the thickened slab inspection for the proposed Building H at the Black Canyon Inn, 800 MacGregor Avenue, Estes Park, Colorado. Due to modifications in the floor plan and second floor joist layout, above the assembly area, modifications to the thickened slab were required. Cornerstone Engineering, Inc (CES) made a site inspection on April 3, 2013 for the layout of the modified thickened slab. Based on the site inspection all thickened slab locations have been adequately located and sized. Revised structural drawings for the foundation and floor system will be forthcoming for Town review and approval. No other structural items were reviewed beyond those items listed above. Sincerely ornerst Michael S. 'I `odd, P.E. Principal 1692 Big Thompson Avenue, Suite 200 Estes Park, Colorado 80517 Phone: (970) 586-2458 Fax: (970) 586-2459 Email: ces@ces-ecc.com • Web; ces-ccc,com December 17, 2013 Estes Park Building Department Town of Estes Park PO Box 1200 Estes Park, CO 80517 RE: Building II„ Black Canyon Inn, 800 MacGregor Avenue, Estes Park, Colorado: Framing Inspection, Building Permit B9326 Dear Will. The: following letter is in reference to the framing inspection for Building H. at the Black Canyon Inn, 800 MacGregor Avenue, Estes Park, Colorado. A representative of Cornerstone Engineering & Surveying, Inc (CES) has provided onsite inspection during the framing of Building H. During the construction several structural modifications have occurred. Structural modifications have been documented and submitted to the building department either on a revised plan set or AX drawings. CES feels that the framing has been completed per the approved plan set and revisions with note to the following item. Pre Engineered Truss Design: The engineered truss design prepared by Sterling Component Systems showed lateral bracing installed on the east leg of trusses 138 through 1311. Lateral blocking was installed above the bottom cord of the trusses with blocking and drywall backing installed along the bottom cord. CES feels that the noted blocking in conjunction with the drywall sheathing will proNide adequate lateral bracing. No other structural items were reviewed beyond those items listed above. Sincerely C'omersto, ENG 1692 Big Thompson Avenue, Suite 200 Estes Park, Colorado 80517 Phone: (970) 586-2458 Fax: (970) 586-2459 Email: cesces-ccc.com • Web: ces-ccc com I ' I G & December 17. 2013 Estes Park Building Department Town of Estes Park PO Box 1200 Estes Park. CO 80517 RE: Building H. Black Canyon Inn. 800 MacGregor AN enue. Estes Park. Colorado: Framing inspection. Building Permit B9326 Dear Will. The followin.g letter is in reference to the fr ming inspection for Building 11 t the Black Canyon Inn. 800 MacGregor Avenue, Estes Park. Colorado.. A representative of Cornerstone Engineering & Surveying. Inc (CIES) has provided onsite inspection during the framing of uilding H. During the construction SeVerall structural modifications have occurred. Structural modifications have been documented and submitted to the building a -me t either on a revised pl n set or AX. drawings. CES feels that the framing has been con eted per the a, proved plan set and revisi ns w:ith n te to the f ing item Pre Engineered Truss Design: The engineered truss design prepared t»y Sterling Component Systems showed lateral bracing installed on the east kg firusses .B8 .through 11 Lateral blocking was installed above the bottom cord of the trusses with blocking, and drywall backing installed along the bottom cord. CES feels that the noted blocking in conjunction with the drylvall sheathing will provide adequate lateral bracing. No other structural items were reviewed beyond those items listed. above. Sincerely Cornerst%i Michael Principal .'#,rveying.,1 .. ER GYO T BLDG ..00R) 8 0 M CGRE OR AV 50-006308 OOD ROOF TRUSSES SEALED ENGINEERED DRA: INGS YSTE 111 Coreerst re Constructh 437 South St. Vrain Estes Park, CO 80517 ,10,11 April 26, 2013 0 001000 0 1 „,„„..i.......11101,1„1,V,1 lyy,0111111111,1111, ulvivii,,,,11,1111,11p,,,,,,,ii,n.Arp..!,11111 1111111111111 111 • "1" ; • „i '1111 11111 " 1.1111111111111111111w 11!1....11.1111110,!'I;IiiiiIIIII11111101:1111.11,1:11111111111111.111.11.11111.1111111111111111111 11:11;1) 11 1.1.1„1401111INIIp1111111 111'...151.111.1111„.111111.1.111,0111111 Gorporate Office - 9101 Harlan Street, Suite 315 Westminster, CO 80031 a (303) 427-9661 a fax (303) 427-4326 Production Facility - 626 South 1lth Avenue a Sterling, CO 80751 a (970) 522-2464 a fax (970) 522-7632 Re: 50-006 308 Bldg 1-1 (Floor) (800 MacGregor Ave) MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax '916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek industries, Inc. under my direct supervision based on the parameters provided by Sterling Lumber & Investment. Pages or sheets covered by this seal: R36313698 thru R36313715 My license renewal date liar the state of Colorado is October 31, 2013. Lumber design values are in accordance with ANSI 1. section 6.3 These truss designs rely on lumber values established by others. April 23.2013 Tingey, Palmer 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 Job Tiruss 50-006308 1E1 Sterling Component Systems, Westminster, CO 225 2 234 4 4 124 4,8 Truss Type Floor Truss p 1. 27 Oty PIy Bldg H (Floor) (800 MacGregor Ave) R36313698 22 1 tiob Reference (optional) 7 350 s Sep 26 2012 %Trek Industries, Inc 'Tue Apr 23 10 07.29 2013 Page 1 ID.EC7auYhoJHh8f0hg0sLWEOzP60f-)476r2K1A08bBFAL'ITaLtb‘DAJJ1uwNggi3ZoN811zNr8i 55514 , .535 59 234 214 234 344 322 FP '5 41 2 4 4 9 ICI ? Y 5 151 340 1.31 28 335 4 5 445 21 435 Plate Offsets (X V). [4:0-1-0 Edge] 111'0-1-8 Edge] [14.0-1-8 Edgej [16 Edge 00-81 [17 0-2-8 Edge] [23:Edge 0-1-8] 124:0-1-8 0-1-0] 125 0-1-6 0.r 1 0] DEFL in (Ioc) I(dell Lid PLATES GRIP Vert(LL) -0.25 19-20 >999 480 MT20 197/144 Vert(TL) -0 63 19-20 >411 360 HorztTL) 0 11 16 nla n/a LOADING (psf) SPACING 1-4-0 1 CSI TCLL 40.0 Rates Increase 1 00 ' TC 0 29 TCDL 30.0 Lumber Increase 1 00 1 BC 0.50 BCLL 0 0 Rep Stress Ina YES ii WB 0 20 BCDL 110 0 Code IBC2009/TPI2007 (Matrix) 30 Weight: 86 Ib FT = 0%F, 0%E LUMBER BRACING TOP CHORD 2x4 SPF 2400F 2,0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF 2400F 2,0E(flat) except end verticals. WEBS 2x4 SPF 2400F 2.0E(fial) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS (lb/size) 23=1138/0-5-8 (min. 0-1-8), 16=115 echanical Max Grav 23=1158(LC 8), 16=1173(LC 14) FORCES (lb) - Max Comp /Max Ten, - All forces 250 (Ib) or less except when shown TOP CHORD 2-3=-2917/0, 3-4=-2916/0, 4-5=-4608/0, 5-6=-4608/0 6-7=-5174/0 7-8=-517440, 8-9=-4607/0, 9-10=-4607/0, 10-11=-4607/0, 11-12=-2916/0, 12-13=-2915/0 BOT CHORD 23-26=0/1625, 22-26=0/1625 21-22=0/3881, 20-21=013881, 20-27=0/5006, 19-27=-0/5006, 19-28=0/5006, 15.28=0/5006, 18-29=0/3881, 17-29=0/3881, 17-30=011625, 16-30=0,1 625 WEBS 2-23=-1940/0, 2-22=0/1562, 4-22=-1179/0 4-20=0/880 6-20=-503(0, 8-18=-504/0 11-18=0/879, 11-17=-1180/0, 113-17=0/1561, 13-16=-1939/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections 3) This truss is designed in accordance with the 2009 international Building Code section 2306.1 and referenced standard ANSI/TPI 1 4) This truss has been designed for a moving concentrated load of 'I 5.0Ib live and 5 Olb dead located al all mid panels and at all panel points along the Bottom chord, concurrent with live and dead loads 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 6) CAUTION, Do not erect truss backwards LOAD CASE(S) Standard WARNING Vey1)51).1.»»»,ign parameters am d READ NOTES ON MIS AABD INCLUDED Mf trEK REF ERENCE PAGE' WI Tit; nit BEFORE USE Design ...gig far use only seen isSitek conneclors. 1hi4 design is Htned runty itpc n grbometers shoirgy ond i5 to on ingiividuall bueding component A ppfic niggly f3f gesIgn parameIers and proper Incorporation of corrponerst is retgonsibility of building dengnet nal truss designer Bracing shown is for totithol support of indiyeitual web arertibefs orey Additional terriporgry bracing o 285281 stability during construsetion is the responsIbilley of lee erector. Additionsh permanent' brocing or the overall structure 'is Ine responsibility al the pegging destrer For gener1l. guidance regarding 'fabrication. quality conedstorage. flritivery, erection and bra, Ing consug ANSI/MI Quality CtIteria, 0S13.89 and SCSI HuUdIng Component Safety Information available from buss Plote 2331120e 78 t h. Lee Street. Sohn 312, A letondrio VA 223'14. ficstith hi 13 Piga Ifibi liettisef Is spars4 ..:0140: 062(1272022 by ALSC April 23,2013 iTek 7777 Greenback Lane. Stole 109 Citrus Heights. CA, 95610 Job Truss Truss Type Oly Bldg H (Floor) (800 MacGregor Ave) 50-006308 F2 Sterling Component Systems, 155 44442 Westminster, CO Floor Truss 264 . a./ 3.1 " 594 744 is 694 / 7 6 4 5 6 ti 36 i6,776323317.7 ii t'l 51' 76 679 4 66 o 364 4 3 R36313699 16 1 ,Job Reference 1pp),Idnal) 7.350 s Sep 26 2012 MiTek Industries, Inc Tue Apr 23 10,0744 2013 Page 1 ID EC7auYhuJHh810hg0sLVVE0zP60fia01NVVBSWHgli.J3ILL.MrE7o1aIspo2?00110211WR449z9r8T rr 1:4 14 594 9 ID Soisi 1:693 774 14 19 44 6. :71,0 141 366 77 , 11-1(1.7 94.8 2-415 Plate Offsets (X,Y)". [6:0-2-0„,Edgej, [00-1.1,Edge] [110-1-9,Edge], [24:0-1-8,0-1-Q] LOADING (psf) SPACING 1-4-0 CSI TCLL 40.0 Plates Increase 1.00 TC 0.34 TCOL 30 0 Lumber Increase 1 00 BC 0 34 BCLL 0 0 Rep Stress Incr YES WO 0.32 BCDL 10 0 Code IBC2009/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SPF 1650F 1 5E(flat) BOT CHORD 2x4 SPF 1650F 1 5E(flat) WEBS 2x4 SPF 1650F 1 5E(flat) BOT CHORD 1124.3 DEFL in (Inc) I/defl Ltd PLATES GRIP Ver1(LL) -0.06 16-117 ,999 480 MT20 197/144 Vert(TL) -0.15 16-17 >999 360 Florz.lTL) 0 02 15 nia nifa BRACING TOP CHORD REACTIONS (1b(size) 23-287/0-3-6 (min. 0-1-8), 15=629/Mechamcal, 20=11599/0-3-8 (min 0-11-8) Max Gras 23=367(1C 2), 15=649(LC 18), 20=-1619(LC 7) Weight 95 lb FT = 0%F, 0%E Slruclural wood sheathing directly applied or 6-0-0 oc purlins. except end verticals Rigid ceiling directly applied or 64.1.0 oc bracing. FORCES (it* - Max Comp /Max Ten. - A forces 250 (lb) or less except when shown TOP CHIORD 2-3=-567/99, 3-4=-567/99. 4-5=0/925, 5-6=0/925, 6-9=-1486/0 9-10=-1486/0, 10-11=-1486/0, 11-112=-1455/0 12-13=-1455/0 BOT CHORD 23-25=0/457, 22-25=0/457, 22-26=-439/297, 21-26=-439/297 21-27=-1543/0, 20-27=-1543/0, 19-20=-156010. 18-19=-1560/0, 18-28=0/966, 17-28=0/968 17-29=0/1621, 16-29=0/1621, 116-30=0/913, 15-30=0/913 WEBS 2-23=-530/0, 4-22=0/487, 4-21=-862/0, 6-21=0/958, 6-18=0/1778, 8-18=-995/0, 8-17=0/660. 13-16=0/637, 13-15=-1064/0, 6-20=-1590/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girderts) for truss to truss connections. 3) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSUTPI 1 4) This truss has been designed for a moving concentrated load of 15 Olb live and 5 olb dead located at all mid panels and at all panel points along thelBonom Chord, concurrent with live and dead loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3"") nails. Strongbacks to be attached to wails at their outer ends or restrained by other means. LOAD ,CASE(S) Standard 1 7, 6 6 1 11 LIVARNING Verify doONn Norossless Tuori. READ NOSES ON THIS AND INCLOOSO WIEN REFEREMIN PAGE ABB 7473 BEE ORE USE. Ossigt., valid for use acry with Nrirek cadreciars This design is baseil only upcx, parameters drown. ond 1 tar on individual buildlng componen 4441piloabili5/or design parameters rscrJ proper incorporatlan or componeril is respanabilir y at building deslgner cal 'Cuss designer Bracing rFaawn is for supparl ail individual web members only. Addit io naI lemparori bracing to insure stadia's' during, coristFuctlan is the resaransbilllry of the erector Additional 5/411411054666 5.4013ing of the overall slruclure is the responsiblilty of rhe lauildng designer. For general guidance regarding drialify canIrd ricnoge aelluery. erection lact bracing consult ANSI/TPI Qual1IN Crneoria, EISF189 and BCSI Building Component Safely information available from Facs Plate institule.. 38'0 ee Street. Serte 312, Alexandria. VA 2231 4, VT ,„TthTt u,r1 NM!, TS11111, JTM,Thei TT, Toec pried, TJTTT, des1To 721511611371t There effe raise Orind/.1301.3 ALS( April 23,2013 MTek" 7777 Greenback Lane, Suce 109 Citrus Heignic, CA. 95610 Joe, Truss 50-006308 F3 Sterling Component Systems, 2".1 36 Westminster, CO 4 121 I 1.5-8 t 1.5-8 "Truss Type 'Floor Tru5S 212 4.4 0 ON ,Ply Bldg H (Floor) (800 MacGregor Ave) 1436313700 3 Job Reference idpilonal) "7 350 s Sep 26 2012 MiTek Industnes, Inc Tue Apr 23 1007.46 2013 Page 1 liDiEC7aLiYhoJNh8fOhg0sLWEO2P6Of•XEdGc8YXCNInxn8kze9G77N0VlbkisMXZTxTYpYzNr0R 02,1 Q 2222 .1...4 .314 4ixo , 244 H 22..41 I, 1,G Fr, if. 2,1 ,I ax..4 2,4 i 78,4 .812 to iiii if,' 3 14 15 15 „ 31 24 2'3 0'.':'' :92 ;:,,' 20 34 1.9 326 FP , 4.1. 3.4 . LOADING (psi') SPACING 1-4-0 CSI TCLL 401.0 Plates Increase 1 00 TC 0 39 TOOL 30 0 Lumber Increase 1 00 BC 0 32 BCLL 0.0 Rep Stress Ina YES VVB 0 22 BCDL 10 0 Code IBC2,009/TP12007 1 I (Matrix) LUMBER TOP CHORD 2x4 SPF 1650F 1 5E(flat) BOT CHORD 2x4 SPF 1660E 1 5E(flat) WEBS 2x4 SPF 1650F 1 5Efflat) sal fs 31; DEFL in tloc) l/defl Lid i PLATES GRIP Vert(LL) -0.05 19-20 ,999 480 MT20 197/144 Vert(TL), -0 13 19-20 >999 360 Horz(TL) 0 02 18 n/a n/a BRACING TOP CHORD BOT CHORD REACTIONS (11b/size) 27=407/0-3-8 (min 0-1-8), 18=614/Mechanical, 22=11708/0-3-8 (min 0-1-8) Max Grav 27=471(LC 2), 18=638(LC 3), 22=1728(LC 8) FORCES Max. Comp /Max Ten - All forces 250 (lb) or Ness except when shown TOP CHORD 2-3=-886/0, 3-4=-886/0, 4-5=-544/305, 5-6=-544/305, 6-7=0/1556, 7-8=0,1 764, 8-9=0/1762, 9-10=-503/81, 10-11=-503/81, 11-12=-503/81, 12-13=-1524/0, 13-14=-1524/0, 14-15= 1380/0,15-16=-1380/0 ROT CHORD 27-29=0/600, 26-29.0/600, 26-30.-18/845, 25-30.-18/845, 25-31--771/0, 24-31=-771/0, 23-24=-771/0, 22-23=-1607/0, 22-32=-739/0, 21-32=-739/0, 21-33=0/1142, 20-33=0/1142„ 20-34=0/1552, 19-34=0/1552, 19-35=0/852, 15-35=0/852 WEBS 2-27=-708/0, 2-26.0/343, 4-25=-491/0, 6-25=0/891, 6-23=-1195/0, 7-23=0/700, 9-22=-1324/0, 9-21=0/1236', 12-21=-834/0, 12-20=0/526, 16-19=0/633, 16-18=-1012/0, 7-22=-804/0 "kalts I 42 7 17 Weight: 104 lb FT 0%F, 055E Structural wood sneathing directly applied or 6-0-0 oc purlins, except end verticals Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES 1) Unbalanced floor live loads have been considered for this design 2) Refer to girder(s) for truss to truss connections 3) This truss is designed in accordance with the 2009 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 4) This truss has been designed for a moving concentrated load of 15.01b live and 5.0lb dead located at all mid panels and at all panel points along the, Bottom Chord, concurrent with live and dead loads 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3'') Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUT1ON, Do not erect truss backwards LOAD CASE(S) Standard WARNOBsidi bdungito didesigsso passametere mud READ MBES ON MRS iiND nalUDED MISR' REFERENCE PAGE 7473 BEFORE USE. Deitign volid for fee only with MiTtiet. connec tors. Thiffs design s based only upon pararnefers sheets", and i5 f4X On indielduaili budding omponere Apolicabffity of des80 parameters end proper incorporation of comport enf 4 l'esponsibilli'ly of building designer , no/ Thiess designer. Bracing shown is for lateral support of indiviidtAite ,rne4 members only, A ddiffonol temporary brocing to insure stability during pontiff -potion is fee resogreiblil8y of line erecter. Adallionat permanent bruising ot the. over olt SITUCIOre, 4 the responsibility sid he building identstres. For geriersi guidance regarding tobricatfon quality 4.011, storage delivery ereollon and bracing consult ANSI/TP11 Quaky Ciitettat 0S549 ortd SCSI Blinding Component SvIely Informolion OV (likable torn .14.44 Plate linellfete. 781 P. Lee Street. Seller 312, 12 exOndri10. 2231i12 Pine iiiiieffeinnee, the diesigisvA14445 ere Oboe eihninge geteditligded be AUK April 23,20 Te k 7777 Greenback Lanai Suite 109 C8555 Hetghtts, CA. 95510. 12 3 Job Truss TM ss Type Oty Ply Bldg H fFloor) (800 MacGregor Ave) 50-006308 F4 Floor Truss 1 1 R36313701 Sterling Component Systems, Westminster, CO 7.350 s Sep 26 2012 MiTek industries, Inc. Tue Apr 23 10,07.48 2013 Page 1 IF.LEC7auThoJIHh8f0hg0sL.),F/E0z.P6OrrilllpZnk ...,,?VA517439kCOSVxPP1KSvswFUftRzNr8P 2. =x42k4 ,, 24 , I IxEi. .. 23,4 ,i 4,8 :.: 2,,,9 . 3x5 1,1,, . 2,4 3,,4 54 394 . 73,o6 " I 34 35 2 8 '3 2,7 4 ,:341 5 6 3 9 I 0 1, 12 13 14 ,.`., 16 27 2823as 2;2 Si' 20 te Sts 9 83 ss 36 448 adi 1> 3,4 1155 S1 5.8 Pliattp Offsets (XY) [2:0.1-0,Bolgel j23'13-1-12,Edgel LOADING (psf) TCLL 40 0 TCDL 30.0 BCLL 0.0 BCDL 10 0 SPACING 1-4-0 CS) Plates Increase 1.00 "FC 0 52 Lumber Increase 1 00 BC 0.33 Rep Stress incr NO W13 0 23 Code IBC20097P12007 (Matrix) DEFL in (loc) 1/dell Vert(LL) -0.05 18-19 >999 480 Vert(rL) -0.13 18-19 >999 360 Horz(11..) 0 02 17 nla n/a PLATES GRIP MT20 197/144 Weight102 lb FT = 0%,F 0%E LUMBER BRACING TOP CHORD 2x4 SPF 1650F 1 5E(f1a1) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF 1650F 1 5E(fiat) except end verticals. WEBS 2x4 SPF 1650F 1 50(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 6-0-0 oc bracing: 21-23,20-21. REACTIONS (l,b/siz.e) 25=870/0-3-8 (min 0-1-8), 17-=596/Mechanical, 21=1 /0- (min 0-1-8) Max Gray 25=933(LC 2), 17=6331LC 18), 21=1863(LC 1) FORCES (10) - Max Comp /Max. Ten - All forces 250 (1b1,or less except when shown. TOP CHORD 2-36=-1365/0, 3-36=-1365/0, 3-37=-1364/0,, 4-37=-1364/0, 4-38=-836/0, 5-38=-636/0, 5-6=-836/0, 6-7=0/190 7-8=0/1909, 8-9=-303/235, 9-10=-303/235, 10-11=-303/235, 1 1-12=-9420M, 12-13=-1420/0, 13-14=-134510, 14-15=-1 345/0 BOT CHORD 25-27=-0/1062, 24-27=00062, 24-28=0/1294, 23-28=0/1294, 23-29=-654/6, 22-29=-65416„ 21-22=-654/6, 21-30=-916/0, 20-30=-916/0, 20-31=0/982, 19-31-0/982, 19-32=0/1506, 18-32=0/1506, 18-33=0/834, 17-33=0/834 VVEBS 2-25=-1246/0, 2-24=-1/363, 4-23=-663/0, 6-23=0/1111, 6-21=-1642/0, 8-21=-1289/0, 8-20=0/1239, 11-20=-843/0, 11-19=0/536, 15-18=0/613, 15-17=-991/0 NOTES 1) Unbalanced floor live loads have been considered for this design 2) Refer to girder(s) for truss to truss conneclions. 3) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSITTPI 1. 4) This truss has been designed for a moving concentrated toad of 15.014 live and 5 Olb dead located at all mid panels and at all panel points along the Bottom Chord, concurrent with live and dead loads. 5) Recommend 2x6 strongbacks. on edge, spaced al 10-0-0 oc arid fastened to each truss with 3-100 (0.131" X 3') nails, Strongbacks to be attached to walls at their outer ends or restrained by other means 6) CAUTIION, Do not erect truss backwards 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s), 236 lb down at 0-6-12, 236 lb down al 1-7-12, 86 lb down and 32 Ib up at 2-11-12, 86 le down and 32 lb up at 4-3-12, and 86 lb down and 32 lb up at 5-7-12, and 86 Ib down and 32 Ib up at 6-11-12 on top chord. The design(selection of such connection device(s) is the responsibility of others. 8) 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) Standard 1) Floor' Lumber Increase=1 00, Plate Increase=1 00 Uniform Loads (plf) Vert: 97-25=-13, 1-16=-93 Concentrated Loads (lb) Vert: 4=-50(B) 34=-200(B) 35=-200(B) 36=-50(13) 37=50 38=-50(B) WARNING FeHf119 degEm parameters and READ POEMS ON EWE AND rNEEPUESE MTGE MP MEANS PAGE MU 74 intit BEFORE USE'. Design valid for use onty igrith 77 4339 connec loss, Mis design is, based tardy upon parameters shows3,. sand lit for an individeet building c samba rlent Applicability ail design parameters and proper incosporotion taS component ts responsibility at building ste139ne4 - nat treat designer Brotana sepsyrt is Pot tetanal support ell indtvidual web members orgy. Adsettional lerriporonsi lbsoceig to insure stabitite deend noredruction i5 iesponsibilley of the ere:tilos. AdnellinnoV permoneent bracing of the ogemit naJakn> is the resananbili!'y at the building designer Far general guidocce regonding fabnciatton quaity nannol annage ERIRRy ere,: tk-Ru nnd bracing conese A.N51/1811.G3948ltly Cdterkd D58.89 and SCSI 'Wilding Component Satoh, tniormation ayaitable ester Ism 3 institute, 75S IN Lee Street Suite 3 tit!, nSeyondria. VA 223 t 4. Of SO olvaq P6'oe MPS I wanes Magee Klee, see islQ sign indium,. sages mate ms DEM/1'Rn 3 by A IL 5,E „„,„..... April 23 7777 Greenback Lane Suite 1.09 Citrus Negrito CA 953980 ,V 7 ,2013 job Truss 50-006308 F5 Sterling Component Systems„ t r (215 2,4 224 11 r2104 22,6 .44 16 Westminster, CO 426 21 Plate Offsets (X,Y) [2 0-1-0,Edge] 115:0-1-8,0-1-0] TruOtY PIY ss Type Bldg H (Floor), (800 MacGregor Ave) Floor Truss 2 1 7.356 s Sep 26 2012 MiTek Industries, Inc Tue Apr 23 10.07 49 2013 Pagel ID.1C7agYhoMh8f0ng0,sLWEOzP6Of-x_JPF9a0V17LolsJenizke?inoplkz3kG09vOCQ12Nr80 17 LOADING (psf) SPACING 1-4-0 CSII TCLL 40 0 Plates Increase 1 00 TC 0,13 TCDL 30 0 Lumber Increase 1 00 BO 0.42 I3CLL 00 Rep Stress Incr YES , WE 0 16 BCDL 10 0 Code IBC2009(TP12007 (Matrix) .164 5 6 ere 12 1> 19 426 14-6.1:} DEFL in doe) I/defl Lid VertiLL) -0 08 11-12 >999 480 Vert(TL) 0 19 11-12 >904 360 Horz(TL), 0 04 10 n/a n/a PLATES GRIP MT20 197/144 R36313702 SiNly terry 361 2 Weight: 59 Ib FT = 0%F. 047,E LUMBER BRACING TOP CHORD 2x4 SPF 1650F 1.51E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF 1650F 1 5E(flat) except end verticals WEBS 2x4 SPF 1650F 1.5E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS (Ib/size) 14=758/0-3-8 (min 0-1-5), 10=764/Mechanical Max Grav 14=778(LC 6), 10=784(LC 10) FORCES (Ib) - Max Comp /Max. Ten - Alt forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1777/0, 3-4=-1777/0, 4-5=-2341/0, 5-6=-234110, 6-7=-1777/0, 7-8=-177710 BOT CHORD 14-18=011045„ 13-16=0/1045, 13-17=0/2176, 12-17=0/2176, 12-18=0(2176, 11-18=0/2(76, 11-19=011047, 10-19=00047 Vl/EBS 2-14=-1247/0, 2-13=0/885, 4-13=-500/0, 6.11=-500/0, 8-11=0/882, 8-10=-1253/0 NOTES I) Unbalanced floor Owe loads have been considered for This design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed dr) accordance with the 2009 International Building Code section 2306 1 and referenced standard ANSI/TP) 1 4) This truss has been designed for a moving concentrated toad of 15 Olb live and 5.0lb dead located al all mid panels and at all pane) points along the Bottom Chord, concurrent with live and dead loa(3s. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc alnd fastened to each truss with 3-10d (0 131" X 3") nails Strongbacks to be attached 10 walls at theilf outer ends or restrained by other means 6) CAUTION, Do not erect truss backwards LOAD CASEI(S1 Standard VARNThri, Verna &NOE paranadado and READ METES ON Er BE AND ENCLUBED WENN REFERENCE PADA Etdd Z4 trai BEFORE CAD Design ccPd far f612 only with BON connectors, The design is based only isipart parameters shown and is f Or eta 1127442242 tiiyuRding component, Applicability oP design aerometers and proper incorporation of component responsibTOy of heiskilirsp derdigner - not tress rieseir er. Bracricip shown is for lioterd support of individuot web members only, Additional temporary bracing. to insurer stabilityduring con$truction is the resprisnsitoillily al he erector. Additional permanent bracing ot the overolt struc ture is the responsibility of rep building designer, Far append guidance regarding fabrcation, quality c ontro. stera1/e. riedivery, erection end bracing, consult ANSI/7/1 Quaiiry Criteria, D5B-89 and PCSr Buirdiep Component Sotety Worm:Olen avalatee tram Truss Nate instiisee, 781 H. Tee Street, DON 312, ,A ledardria, VA 2231 4. 6,66f6610 r PPer eine/bee Nod dad, the o worn 644 1661 6, (I Ev,666 NEN ttaa ADM NE I :tit toy AND Apri) 23,2013, MiTek 7777 GreeneaCts Tapes Suite lag Otrus HiMgets, CA, 956,10 Job Truss Truss Type :Oily iFly Bldg H (Floor) (800 MacGregor Ave) R36313703 50-006308 F6 FLOOR TRUSS 28 Sterling Component Systems, VVesiminster, CO 7 350 s Sep 26 2012 Millet( industries, Inc 'Tue Apr 23 10.07.50 2013 Page 1 ID FC7auYhoJHh610t)igOsLWEOzP6Of-PAtnSVb2GOFCQPRWCUDCHrYx2D46nEU90221ykzNr8N a -lid 4 7 13 1 4,0 214 12 79 14.5.0 Plate Offsets .,(X.,Y_Yi 120-1-0,Edgel 18,0-1-8,,Edge), (9:0-1-8,Edge) 05,0-1-8,0-1-01 [16,0-1-8,0-1-01 i LOADING (ps)) SPACING 1-4-0 1 CSI i DEFL in (Ioc) lidefl LJd TCLL 40 0 Plates Increase 1.00 i TC 0.13 i Verl(LL) -0 08 11-12 >999 460 TCDL 30 0 Lumber Increase 1.00 BC 0.42 Vierl(TL) -0.20 11-12 >666 360 BOLL 0.0 Rep Stress Incr YES VVB 0,16 Horz(TL) 9 04 10 n/a n/a BCDL 10 0 Code IBC2009fTPI2007 , (Matrix) PLATES GRIP MT2.0 197/144 9 24141 9 IGO Weight 59 lb FT = 0"AF, O'kE LUMBER BRACING TOP CHORD 2ix4 SPF 1650F 1.5E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF 1650F 1 5E(flat) except end vedicals WEBS 2x4 SPF 1650F 1.5E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ibisize) 14=763/0-5-8 (min, 0-1-8), 10=763/113,8 (min 0-1-8) Max Gray 14=783(LC 6), 10=783(LC 10) FORCES (lb) - Max. Comp./Max Ten. - Alll forces 250 (lb) or less except when shown. TOP CHORD 2,3=-1801/0, 3-4=-1801/0, 4-5=-237310, 5-6=-2373/0, 6-7=-1801/0, 7-8=-1801/0 BOT CHORD 14-17=0/1060, 13-17=0/1060, 13-18=0/2206, 12-113=0/2206, 12-19=0/2206, 11-19=0/2206, 11-20=0/1059, 10-20=0/1059 WEBS 2-14=-1262/0, 2-13=0/894, 4-13=-506/0, 5-11=-505M, 8-11=0/896, 6-10=-12611/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2009 Internationall Building Code section 2306.1 and referenced standard ANSI/121 3) This truss has been designed for a moving concentrated load of 15 Olb live and 5.0Ib dead located at all mid panels and at all panel points ,aiong the Bottom Chord, concurrent with live and dead loads, 4) Recommend 2x6 slrongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means ILOAO CASE(S) Standard RAE NG Vert& 4'74744 1,47774444474 cm READ .NOTES ON TENS AdIVID MC LEADED M,T7EK REF ERENCE PANS NU 74 44 BEFORE USE. Design valid for LA,A only with Afilek connectorf, 'this design is based only Lipari parameters 5hown. and ts tar an building cor1g100neff1 AppficrotAffy of design parameters and proper incorporation of ,Comporenf is responsibility al building designee - Rot trtrtt S designer. Bracing shown ts kif lateral support of wein members only, Additional temporary bracing to insure stability idanng Con31ru5)tiOn s Phe nasaionSibillity of lhe Preic tor A ddiJient-A pfarrnonen1 brocirg ire overall strffcturer the responsibility at the building designer,. for generof gfAclance rcAgorrAing fo0rA-.818cfm, quolify slrinage, telivery, erection and kvoc ing comfit ANWIN I Quality Crfferto, D56..89 ond SCSI Building Component Safely information available from TArsff 011118 InsfifAte, 781 11. Lee Sfreetl. SAHA 3'12 01ex0ndri0. VA 22814. Aoff, the, OAAA 15181 Iambic form: Afed, dtl21,1r, Wak.,141,1 10.1f,tt effect ive 4./02/201 by A1,541. April 23,2013 iTek' 7777 Greenback Lane, Sule 109 Citrus Hemp's, CA, '95610 , 1 Job Truss Truss Type 50-006308 F7 FloorTruss 1 Sterling Component Systems, Westminster, CO Yved 244 v 4 4 92 V r 919 F. dad .V414 111 1. 8 'Dly Ply Bldg H (Floor) (800 MacGregor Ave) 3 1 >Job Reference loptronal) 7 350 s Sep 26 2012 M61 ek industries. inc. Tue Apr 23 10 0751 2013 Page 1 ID.E07adYhaiHh8f0h90sLVVE0izP601-1MR9tricg1vN32Y04CIRg346jc03X61cD/UrrizAr8M 294 13x4 111 346 14 P 31 9 94 944 294 12 25 Plate Offsets (X,Y) 112 0-1-8,Edge1,114:0-2-0,Edgej, (18 0-2-8,Edgel„ [20 0-1-8,0-1-0], [21 0-1-8,0.1-0] i LOADING (psf) 1 SPACING 1-4-i0 CSI DEFL in floc) 11/defl L/d PLATES TOLL 40 0 i Plates Increase 1 00 TC 0 17 , Vert(LL) -0 13 15-16 >99i9 480 MT20i TCDL 30 0 Lumber Increase 1 00 BC 0,57 Vert)TL) -0.31 15-16 ,627 360 BCLL 0 0 Rep 511888 Incr YES WB 0 19 Horz(TL) 0,06 13 in/a n/a BCDL 10.0 Code IBO2009/TP12007 (Matrix) GRIP 197(144 Weiight 68 Ib FT = 0%F, 0%E. LUMBER BRACING, TOP CHORD 2x4 SPF 1650F 1.5E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc ourlins, SOT CHORD 2x4 SPF 1650F 1.5E(flat) except end verticals WEBS 2x4 SPF 1650F 1.5E(flat) BOT CHORD Rigid ,ceilling directly applied or 10-0-0 cc bracing REACTIONS (lb/size) 19=870/0-5-8 (min. 0-1-8), 13.1370/0.3,8 (min 0-1-5) Max Grav 19=890(LC 7), 13=890(LC 112) FORCES 0131- Max Comp (Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1983/0, 3-4=-1983/0, 4-5=-2936/0, 5-6=-2936/0, 6-7-2936/0, 7-8=-2936/6, 8-9,-2936/0, 9-10=-1983(0, 10-11=-1983/0 SOT CHORD 19-22=0/1129, 18-22=0/1129, 17-18=0/2558, 16-17=0/2558, 16-23=0/3033, 15-23=0/3033, 15-24=0/2559, 14-24=0/2559, 14-25=0/1130, 13-25,0/1130 VVEBS 2-19=-1384/0, 2-18=0/1063, 4-18=-730/0, 4-16=0/470, 9-15=0/470, 9-14=-730/0, 11-14=0/1062, 11-13=-1385/0 NOTES 1) Unbalanced floor live loads have been consudered for this design 2) Thus truss is designed in accordance with the 2009 international Building Code section 2306.1 and referenced standard ANSITTP1 1 3) This truss has been designed for a moving concentrated load of 15 Olb Dive and 5 Olb dead located at all mid panels and at all panel points along the Bottom Chord, concurrent with Dive and dead loads, 4) Recommend 2e6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 1131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means LOAD CASE(S) Standard uaaaasas�aasso111,11zassasssaa11111 WA„RNING Fevifif design linivrarpereirip RFLAD 0 4nas Am.) Dia Loco Artrx REFERENCE PAGE MB- 74E3 BEFORE PIS6113. Design valid for use only witntAFrei., connectors, This desfan is bogsd only upon gamma,/ ers "shown, Ong in for on inaladuoi (3 13 opoloppeol, .Applicobility of design pararnelern and proper incorporation of component In responsibility of builain6a designer „ not Puss designer'. Bracing xhown ls for laterai support of lndisigual "web members only. A ifklitiornoi lernoorcpy Wooing to i31s46e stotain" goring /sionsfruotionls the fespansibiatly of the erector.: Acid:Fond permanent bracing of Ihe overall structure i$ the responsbaly of re building designer.: For general guidance regarding falsrloati:on: quality corgral. storage., dellvery, erection and Ornsaixtg. consult ANSIPPII 044RA3ly Caleria„ 05B.89 and BC51 Building Component Safety lalormation osoiloble from Trios Plate 15;Bi1ute: 7/1 Lee. Street Ingle 312. Alexandria, VA 22364. SvPid Piipe gigf Insonben iipec Pinson the Posigo segues pre those 3333333,3 0,0(31 /2013 Inv AniPC Tek R36313704 3, April 23,2013 7777 Greenback Lane, Sugte '1109 Garbs Mekants CA 95.610 b 50-006308 Trw F8 Component Systems, Plate Offsets (X,Y) LOADING (psf) TCLL 40.10 TCDL. 30.10 BCLL 00 BCOL 100 'Truss Type Floor Truss estminster. C: Edge,0-1-8], (12 0-1-8;Edge],(21;0-. SPACING 1-4-0 Plates Increase 1,00 Lumber Increase 1.00 Rep Stress incr YES Code VBC2009/TPI2.007 LUMBER TOP CHORRD 2x4 SPF 1650F 1 S E(flat) BOT CHORD 2x4 SPF 1650F 1.SE(tlat) WEBS 2x4 SPF 1650F 1.5E(flat) 4 0-1-C). CSV T'C 0 24 BC 0,27 WB 026 (Matrix) Qty 4 ID:EC7au' t 0JHrtt BIdgl H (IFVoor) (800 MacGregor Ave) 113705 1 Job Refererrrce )optional) 7.350 s Sep 26 20112 MiTek industries, Inc. 1 ue Apr 23 10.07:53 2013 Page 1 09g0sLWECzP6Ot-pIYw4XdwYWdnHsA4tdnwLJAR5QBD?V'mo4X BQZezNr8K DEFL to (loc) Vldell Lid Vert(LL) 0,0414-15 >'999 480 Vert(TL)-0.1014-15 >999 360 Horz(TL) 0,01 13 n/a n/a PLATES MT20 197/1144 Side m 1 29 3 Weight: "73 It FT = 0%F, 0%E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlin except end verticals, BOT CHORD Rigid ceiling directly applied or 6-0-0 sec bracing. REACTIONS (lblslze) 20=-21/Mechanical, 13=565/0-3-8 (min, 0-1--8), 18=1331/0-3-8 (min 0-1-8) Max Uplift 20=-144(LC 3) Max Gray 20=112(LC 2), 113=585(LC 16), 18=1353(LC 13) FORCES (lb) - Max. Comp./Max. Ten. - AVI forces 250 (Vlb) or less except when shown, TOP CHORD 2-3=0/691, 3-4=0/692, 6-7=-1196/0 7-8=-1196/0, 8-9=-1186/0, 9.10=-1186/0, 10-11=-1186/0 BOT CHORD 20-22=-286/39, 119-22=-286/39„19-23=-1118/0, 18-23=-1118/0, 17-18 1133/0, 16-17=-1133/0,16-24=0/761, 15-24=0/761, 15-25=0/1305, 14-25=0/1305, 14-26=01741, 13-26=0/741 WEBS 2-20= 47/344 2-19=-54710, 4-19=0/693, 4..16=0/1416, 6-16=-810/0, 6-15=0/531, 11.14=0/541. 11-13=-887(0, 4-18= 1335/0 NOTES 1) Unbalanced floor live loads have been considered for this design, 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss 10 bearing plate capable of withstanding 100 lb uplift at loin 1(s) except (it=1b) 20=144. 4) Thus truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1, 5) This truss has been designed for a moving concentrated load of 15.01b live and 5.0Ib dead located at all mid panels and art all panel points along the Bottom Chord, concurrent with live and dead loads. 6) Recommend 2x6 strongbecks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131" X 3") nails. Strongbacks to be attachedto walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 0n t1/Ap"iaH"d"d'AV's 'I'/aru cLW rPa^aam;Aio papa .aP h•o rzra rd PLR tt Vkdm:71'b..l°,t,,Zt CSM'7r 111"11',w AND ddroPa;`�1;Y'A)N.LP.r 'nrS"1+ BUPA Lt131 MWP µ.4'"AGs'L MU 2473 BEFORE N1 a&.f;, _sign voila tar ,.,ve .,nits, with Wet, .+..annectors lhin, based arty upon parameters shrowrr, and is ter an iisIdividual kmu39in,g a.:arnparneril, AppitreblNfy of design poram.t vrnv,, end proper tresrrr/aarahuun of cornponent is. responsibility at es vding designer - rase/ truss designer. Elro .Arta shavers Ir rrrr lateral support of individual al web members drily. Additional Ievoprrrary bracing bo inisi.tre ,Eab I.hy Oaring canatuvct rrn is the respersiba ty of tee emotes, A dditt000l perrreaner1 brn+.:Grr 1 of the oversell stare -store is She respcnftalihy of the beading designer. For general yuaidassee regarding to artaattan, guoltl y can eat storagr.- deliveryerecl'san and gracing, ing rc,nstAt ANSI/flit Quality Criteria, 0SB-B9 and BC51 Building, Component Befell), lefarrm etion oven able barn Truss PC,, a"e Institute, 781 31 lee S[heat "stele 317 AVexandsta VA 22314. Ill rvdnIrene, n Ir Gmrva e5P, Idiml,nnuu iv Feu "^mi„ ter awrignurinet t are tease ette6 eer17,)iy//2A11 kit 'M1Ln9^t:l April 232013 7777 Greenback Lane, Sung IC9 Glarus Heights, CA, 956110 Job Twos truss type 50-006308 F9 Floor Truss Sterling Component Systems, Westminster, CO a 31t5 5 Plate Offsets (X,Y)i (1.Edge,0-1-81, [5:071,5„Edget, LOADING (psi) TCLL 40 0 TCDL 30 0 BCLL 00 BCDt. 10 0 2 3, 10 2,34 Sre QTY Ply Bldg H (Floor( (800 MacGregor Ave) R36313706. 2 1 Job Reference foptionct 7 350 $ Sep 26 2012 Mlitek industries Ono, roe Apr 23 10 07 54 2013 Page 1 10 ELi7auYrio,ITRII8f0hg0sLWEOzP601-1ATHIeY.TgrdirrtifiRKTErRhifpgVV1kOTIJE3xz55z1Nr8J 9 61 234 1 r 3 r4 SPACING 1-4-0 CSI DEFL in (roc) II/defl lid PLATES GRIP Plates Increase 1 00 TC 0 05 Verl(LL) -0.01 6-7 >999 480 MT20 197/144 Lumber Increase 1 00 BC 0.09 VertiTL) -.0 01 6-7 >999 360 Rep Stress Incr YES VVB 0 03 Horz(TL) 0 00 6 riVa n/a Code IB02009/TP12007 (Matrix) tkate = t t44 Weight: 24 Ilb FT = 0Y0F, 0%E LUMBER BRACING TOP CHORD 2x4 SPF 1650F 1 5Etflat) TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc BOT CHORD 2x4 SPF 1650F 1.5Etflat) except end verticals. WEBS 2x4 SPF 1650F 1 5Etflat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIIONS (Ibisize) 8=262/Mechanical, 6=256/0-3- min ,0-1-8) Max Gras 8.282(LC 4), 6=276(LC 6) FORCES (I1:0 - Max. Comp /Max Ten. - All forces 250 OW or less except when shown. TOP CHORD 2-3=-300/0.3-4=-300Q vVE BS 2-6=-306/0,4-6=-302/0 NOTES 1) Unbalanced floor live loads have been considered for this design 2) Refer to girderts) for Iruss 10 truss connections 3) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 4), This truss has been designed for a moving concentrated load of 15.0)b live and 5 Olb dead located at all mid panels and at all panel points along the Bottom Chord, concurrent with live and dead loads 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc arid fastened to each truss with 3-10d1(0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means 6), CAUTION, Do not erect truss backwards LOAD CASE(S) Standard AR.FUNG design parameters apt READ NOTE'S ON HOS A 1) INCLUDED Krim ReFEREweE pAGE Mll 74$ 73 REF OJNO USE Deggn iyofd for use only nnth Mir eh connecters.. This dengn is based only orgon garamerers shown. ond i.s to on individual Ibtfiding component. A pplroabitly of design porgmelers and proper incorporotton a component s (04 (L:rlb> 14441 building designer - nol fang dengner. Bracirg aitOwn iS tor laera supp.t/ inavidual web thernbers orgy_ Additional temporary brt3Cirgglo ogsure giontiOn amino construCtiOn iS the respor> 44 4401the erector. A dalianol permanent bracing of the overall gra:gore is. Me responsibility of Pte. bogaing designergior genera guidance regarding tdbriinabri orToSfy control. storage, delivery erection and brocing. constAl ANSI/1911 Quality Galena, OSS 89 and SCSI Syncline Component Safety IntosmatIen puttriloble lfrorn Truss Plate Instttute. inif rt. tee Street Strite 312. Alehondria VA 223'14. ti Smarting fiSN btt tS spec direct:, she Optign watt, thti are it 33the gliththige 06,0 a ;5 474>AUK April 23„2013 MiTek" I 7777 Greenback Lane, Suite 109 1 Citrus Heights CA, 95610 Job 'Truss 'Truss Type. 50-006308 F 10 Flear PUSS Stelling Component Systerns, Westminster, CO 0.31. 2.4 4)4 '4 PPP, '9 3 Qly Ply Bldg H (Floor) (800 MacGregor Ave) R36313707 7 1 ! Jos Reference [optional) 7 350 s Sep 26 2012 MiTek Industries, Inc 'Tue Apr 23 100730 2(713 Page 1 ID,EC7auYhoJHb8f0hgOsLVVEOzP60)-'71(gOlFfLVzSk2OKw 1HsINTdiVa90di67yDnS7i1FUzNr8h ,224 20,1 324 9Arr 4,4'13- 111111111141,1;111 •114 7-111 4„14431,114b.4, 16 6-rA 1666 Plate Offsets (X,Y) [10 0-1-8„Edge1,1,12:0-2-0,Edget [15:0-2-8,Edgej, 117:0-1-8 0-1-01_118 0-1-8,0-1-01 LOADING (psf) SPACING 1-4-0 TCLL 40.0 Plates Increase / 00 TCDL 30 0 Lumber Increase 1 00 BCLL 0 0 Rep Stress Incr YES BCDL 10 0 Code IBC2009/7PI2007 CSI TC 0 20 BC 0 54 WE 0 20 (Malnx) ice4 P t1,c+4 DEFL (loc) lidefl L/d Vert(LL) -0 13 '13-15 >999 480 VertITL) -0.31 13-15 >631 360 Horz(TL) 0 06 11 n/a n/a LUMBER BRACING TOP CHORD 2x4 SPF 1650F 1 5E(flat) TOP CHORD BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF 1650F 1.5E(flat) BOT CHORD REACTIONS (lb/size) 116=861(0-,3-8 (mon 0-1-8), 11=8 0-5-8 (rr,in 0-1-8) Max Grav 116=881(LC 6), 11=881(LC 10) 22 PLATES GRIP MT20 197/144 2.,A1 10 p 1 .926 Weight 65 lb FT = 0./vF, 0%E Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (Ib) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown, TOP CHORD 2-3=-2281/0, 3-4=-2281/0, 4-5=-3007/0, 5-6=-3007/0, 6-7=-2280/0, 7-8=-228010, 8-9=-2280/0 BOT CHORD 116-19=0/1339, 15-19=0/1339, 14-15=-0/2795, 14-20=0/2795, 13-20=0/2795, 13-21=0/2796, 12-21=0/ 7 12-22=0/1340, 11-22=0/1340 WEBS 2-15=-1545/0, 2-15=0/1098, 4-15=-618/0, 6-12=-619/0, 9-12=0/1096, 9-11=-1546/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 3) This truss has been designed for a moving concentrated lload of 15 Olb live and 5 Olb dead located at al ll mid panels and et all panel points along the Bottom Chord, concurrent with live and dead loads 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3'') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means LOAD CASE1S) Standard WAittNING PraNN Mamma parameters (Nat READ tatOTES ON .flitta MN) INCLUDED PETER REF VIEWS PAGE MN 7470 BERNIE USN Design valid far use ants, mit hat et connectors This rlesibn is based only epart Plitrarneiters shown. and is tar on individual betiding cornearient Applicability of design barernelers (tart ptober inaceberation cri component is responsibility et SP...tiding designer t nat. 141.11,1i wren Braceig shown is ter lateral wpocc 1n0,40401 web rrerebers only. Ad6tio41al temporary bracing to Insure stiability dump penPrection leie reseonsiblItity of the erec tar. Additional permanent bracing et the overall structure A the respottMay of the bliAlcflnig designer. For general guidance regarding tabricalion. quality control, storage, delivery, erection and Maartg canatt ANSI/1811 Qualay Ctiletin, DOB-89 and BCSi Budding ,Component Safety Infonnatton ovattoble nom Truss Plale, roOilruto SiBt lit, tee Street, Seite :312, Alekandhca VA 2'2314 111 5,12.91111'V,111P P 9191 S4) 13.32219319 IV 12 oar,. Not theartalgrt roam ad* ir hoot mtarrate N112013 otamt April 23,2013 iTeka .7777 Greenback Lane, Stpte 109 Citrus 408 ghls CA 95610 Job 50-006308 Sterling Cornpane y F11 estminster, F )Oor "truss efu Ply Bldg H (Floor) (8010 MacGregor Ave?, Job Reference (optnonal},,,, 7.350 s Sep 26 2012 MiTek Industries, inc rule Apr 23 10 07::32 2013 Page 1 ID:EC7euVhoJHh8ff)h9OsLWE©zP6Of.xinrgl_NIV3- rnGe328iv-Y2oldywza0gVFmcp.JMzNr8f R36313708 troffer Plate Offsets (X„'7) [2 0 'I-1 Edge] )8 0-1-9,Pdge], [1 1 41-3-9,Edgej[115 Edge,0-1-8), [17:0-2-4 Edgy, [23 0-1-8 0-1 LOADING (pst) SPACING 1-4-0 I CSI DEFL In (loc) 1/deft L/d PLATES GRIP TCLL 400 Plates Increase 1.00 I TC 0.61 Vert(LL) -0.13 18-19 '999 480 I MT20 197l144 TCDL 30 0 Lumber Increase 1.00 J BC 0,48 Vert(TL) -0,32 18-19 >698 360 I ECU 0.0 Rep Stress Ina YES WB 0.30 Hlorz(TL) 0 04 16 nla nla BCDL 10 0 Code 013C200977P12007 (Matrix) LUMBER( TOP CHORD 2x4 SPF 1650F 1.SE(flat( BOY CHORD 2x4 SPF 11650F 1.5E(flat) WEBS 2x4 SPF 11650F 11.5E(flat) BRACING TOP CHORD BOT CHORD REACTIONS (Iblsize) 22=808/0-3-8 (min, 0-1.8), 15=-695/Mechanical, 16.2277/0-5-8 (min. 0-1-9) Max Uplift 15=-792(LC 2) Max Grav 22=828(LC 10),16=2306(LC 7) Weigflt'. 90 Ib FT - 0 % F, 011/oE Structural wood sheathing directly applied or 6-0-0 oc pcans, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES (IN- Max Comp./Mlax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1991/0, 3-4=-1991f0, 4-5=-265110, 5-6=-2652/0, 6-7=-2075/0, 7-8=-2075/0, 8-9=-260/0, 9-10=-260/0, 110-11=-260/0, 11.12=0/2792, 12-13=0/2792 BOT CHORD 22-24=0/11167, 21-24=0/1167, 21 25=0/2450, 20-25=0/2450, 19-20=0/2450, 19-26=0/2490, 18 26=0/2490„ 18-27=0/1293, 17-27=0/1293, 17-28=-1151/0, 16-28=-1151/0, 16-29=-1339/0, 15-29=-1339/0 WEBS 2-22=-1374/0 2-21=0/982, 4-21=-565/0, 618=-517f0, 8.16=0/934 8-17=-125410, 11-17=0/1662', 11-16=-1967/0, 13-116=-1814/0,113-15=0/1581 NOTES 1) Unbalanced floor 14ve Voids have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) except (pit)) 15=792. 4) This truss is desigrnedl in accordance with the 2009 International Building Code section 2306,11 and referenced standard ANSI/TPI 1, 5) This truss has been designed for a 'moving concentrated load of 15.0)b live and 5.0113 dead located at all mid panels and at all panel points along the Bottom Chord concurrent with live and dead loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3°) nails, Strongbacks to be attached to walls at their outer ends or restrained by other means, 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard .14+.F4'°d; 'a'1''Defy dostiphpaxa-Iarvets^rsr"mrlyd,READ ,f'k'1"k1.13 tNDET'f»AND .ff!f!rL4.Ut.dCr"flY,llh'llrp'd41. REFERENCE PAGE 4tS"N"t747"3'BRIAR qr valid for use. art,/ wilt', feRek cunneobso This design Is based arty upon parameters „hewn, arrd i, for on in divlduul bundling component. ablbhv of design parameters and proper' for arpa7cticn of component is respansYbli ty of befitting designer - not truss ✓Jesigrner. //rocing shown Meal Aapp ore p° Inr',ilwfd web rnembars prey. A ddi ionnl temporary bracing in Insure stability helm, constrectlon is the resporrslblllity rat the Addeionol perrnarrerrl bracing of the overt -Jr' structure is the raspanslbilu1, cal the bonding designer. For general, goidance reglarddng rl _odors, racrcoy control. storage delt2en/ erection and bracing. catoril A45Slyt t 4uo)tty Criteria, b58-89 and SCSI Building Component ty information available from truss (Piste IM eifufe. 781 td. Lae Street, (elle ,3 i2 1Gexondrncn VA 223 f 4. runt, r n else lteltear ffse 1°50,11.n c„;„k,the via tee stalest r,sMots effect/se (lAtAlt9„3:301 IVrg At Se r4N Apri[ 23 2013 Tek 7777 GreerleacM Lalrae, Sul fe 'I Citrus Inmates, CA 95510 Job Truss Truss rype 50-006308 E12 FI1001 Truss Sterling Component Systems, Westminster, CO tate ;nsi 244 41 F'n 27.1 atY Ply Bldg H (F)oor) (800 MacGregor Ave) R36313709 1 1 JoblRefereoce,toplional) 7.350 s Sep 26 2012 Milek Industries, Inc. "rue Apr 23 10 07.34 2013 Page 1 ID:EC7auYitoJHIn8fOngOstWEOzP6Of-r5vk51071hEUVADIRG7xSeTtADmYN2wGo035v0F2Nred 144 244 <44 Sr, FP 8 '4 25 4'6 426 11 it t Sa 9 9 1.9 0 rit pL.ate Offsets (X.,,Y) 12 0-1-8Edge], i1IEdge,0-1-81, [14.0-1-8,Edge], L19 Edge,„0-1-8], [20 0-1-8,0-1-01,,pi 0-1-8,0-1-0] LOADING (psf) SPACING 1-4-0 CSI ()EFL in (ioc) 1/dell Lid PLATES GRIP TCLL 40 0 Plates Increase 1.00 TC 0.27 , Vert(LL) -0.21 15-16 >999 480 MT20 197/144 TCDL 30.0 Lumber ncrease 1.00 BC 0.74 VertiTL) -0 53 15.16 ,426 360 BCLL 0.0 Rep Stress Incr YES VVB 0.24 Horz(TL) 0 10 13 n/,a nta BCDL 10 0 Code VBC2009/TPI2007 (Matrix) 44 224 ss Weight: 75 lb FT = 0%F, 0%E LUMBER BRACING TOP CHORD 2x4 SPF 1650F 1 5E(fIlart) TOP CHORD Structural wood shead-ung directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF 1650F1 5E(fla1) except end verticals. WEBS 2x4 SPF 1650F 'I 5E(flart) IBOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 19=994/0-3-8 (min 0-1-8), 13-994/0-5-8 (min 0-1-8) Max Gray 19=1014(LC 7), 13=1014(LC 12) FORCES (lb) - Max Comp Wax. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-257770, 3-4=-2577/0, 4-5=-3819/0, 5-6=-3819/0, 6-7=-3819/0, 7-8=-3819/0, 8-9=-2577f0, 9-10=-2577/0, 10-11=-2577/0, BOT CHORD 19-22=0/1465, 18-22=0/1465, 17-18=0/3326, 17-23-=0/3328, 16-23=0/3328, 16-24=0/3947, 15..24=0/3947, 15-25=0/3328, 14-25=0/3328, 14-26=0/1466, 13-26=0/1466 WEBS 2-19=-1726/0, 2-18=00326, 4-118=-910/0, 4-16=0/586, 8.15=0/585, 6-14=-910/0, 11-14=0/1325, 11-13=-1'726/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2009 International Building Code section 2306 1 and referenced standard ANSIUTPI 1. 3) This truss has been designed for a moving concentrated load of 15.0Ib live and 5 Olb dead located at all mid panels and art all pane) points along the Bottom Chord, concurrent with live and dead loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails Strongbacks to be attached to walls at thew outer ends or restrained by other means. LOAD CASE(S) Standard VIAMIERINfr, VerEE,r, rEprEpr pararnetrws End READ NOTES ON TE,IE AND INCLUDED MEEK REFEI4ENCE PAGE MIT 74 73 BEIrO.RE USE. Design ',did for use only hhaek connectors, This design is based oniy s,pon POr'OnneterS shown. and is far on 1-1,;,divicluoll building component. A pplicabilffy of design parameters and proper lnberoarolfon of component is resbansibillhy of braiding designer - nof truss ylesigner. Bracing shoran is for lateral support rD1 ndividual web members only. 6 cArdihnhaf temporary bracing io insure stability driving conslrection is fine responsibirlity of the erector, Additional perfranent bracing cif the Ovesoll shrunime is the responability of the building designer. ti or general guidance. regarding fabrication. cirol4y cararof s44<ra9e. delivery, erection and bracing, cansuff Al6$11ifa1 Quadiy Criteria, 0SB.89 and EICSll Sanding Campannal :Safely Intarmanon ovaifable from Truss Plate linstaute„ 73)I N. Lee Street Suite 312 Afeyandria. VA En o finsathera Sttsf. Inman en afrenstied, thin design Y., phpe5 r staissfinnte .2,Egb Oy April 23,2013 7777 Greenback Lane, Sate 1119 OMB laeightS, CA 95610 Joh Truss Truss Type Oly Ply Bldg H (F)00r) (800 MacGregor Ave) R36313710 50-006308 F13 Floor Truss 5 1 1 Job Reference optional) Sterling Component Systems, Westminster, CO 7.350 s Sep 26 2012 MiTek industries, Inc Tue, Apr 23 10r07.35 2013 Page 1 ID EC7apiYhoJI-lh8f0hoOsLWEOzP6Of-LHT6INI.do,MIL75cdprShAriCiNIAxznOZyxjyTwhz•Nr8c 938 15 4,4 439 9 Y5 4 0 559 39 4 15-4 15 0 Plate Offsetsi,X,Y) [2 0-1-0,Edgel, [8 0-1-8,Edge), [9 0-1-8,Edge], [15 0-1-8,0-1-0], [16 0-1-8,0-1-0] LOADING (psf) SPACING 1-4-0 CSI TCLL 40 0 Plates Increase 1.00 TC 0.15 TOOL 30 0 Lumber Increase 1.00 BC 0 46 BOLL 0.0 Rep Stress lncr YES 0913 0 18 BCDL 10 0 Code IBC2009/TPI'2007 (Matrix) LUMBER TOP CHORD 2x4 SPF 1650F 1 5E(flat) EDT CHORD 2x4 SPF 16500 1 5E(flat) WEBS 2x4 SPF 1650F 1 5E(flat) REACTIONS (lb/size) 14=799/0-3-8 (min. 0-1-8), 10=799/0-5-8 [min 0-1-8) Max Grav 14=819(LC 6), 10=819(LC 10) 19 11 935. DEFL in doc) Vdefl Lid VerI(LL) -0 09 11-12 >999 48D Vert(TL) -0.23 11-12 >780 360 Horzirft) 0.05 10 n/a n/a BRACING TOP CHORD BOT CHORD 93a 244 99 PLATES GRIP MT20 197/144 9 Weight 61 lb FT 0%F, 0%E Structural wood sheathing idurectly applied or 6-0-0 oc purlins, except end velicals Rigid ceiling directly applied or 10-0-0 oc bracing FORCES (Vb) - Max Comp.(Max. Ten. - All forces 250 (ib) or less except when shown. TOP CHORD 2-3=-1969/0, 3-4=.1969/0, 4-5.-2595/0, 5-6).-2595/0, 6-7=-1969/0, 7-8=-1969/0 BOT CHORD 14-17=0/1157, 13-17=0/1157, 13-18=0/2412, 12-18=0/2412, 12-19=0/2412, 11-19=0/2412, 11-20=-0/1158. 10-20=0/1158 WEBS 2-14=-136110, 2-113=0/966, 4-13=-545/0. 6-11=.545/0, 8-111=0/966, 8-10=-1361/0 NOTES, I) Unbalanced flloor live loads have been considered for this design 2) This truss is designed in accordance with the 2009 international Building Code sectuon 2306 1 and referenced standard ANSI/TP1 1 3) This truss has been designed for a moving concentrated load of 15 Ole live and 5.0lb dead located at all mid panels and al all panel points along the IBottom Chord, concurrent with live and dead loads 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d [0.131" X 3") nails Striongbacks to be attached to walls at their outer ends or restrained by other means LOAD CASE(S) Standard WARM Vorefy desigeh parameters and RIW,11 MOMS (,W TIES A,ND "(NW( LADED MITER REFERENCE P AGE 1111 (W73 iiliEFORE USE, Deagn valid for IJSe, only win) ,,o'bfek conneclona1hrdeg> b based eddy upan darannerers shawl% r•rd-rd is for an individual butJdrag componenl. A pple(0bili1y of design paramelers and proper incorpardnon>1norroartenE is responabrgy of building deegnef not buss designer'arracrng shown is far krAeral 9939port 001ndr,4dual web rrealbers dray, Add'/'ono ter .pbb,ra bracing ra rnsuredobilify during 532,129352cfiion is O're responsiWify of the arab tar AckPrdnol permanend bracing of the overall strucf are rs the reSponabdly of Pie buildlna debandr. For' general guierrimne regarding fabncnatian, quaNy nonfrof darage dedvery. erection and bracrra consulY ANSI/MI Quality Criteria, 65849 and BCSI Building Component Safety information dadlable barn TruFd Nate institute( 261 33 Lee Street Wee 312, AlerLeannbia 22.314 11 V, ^,!OPq 3913 eiew 9, we (A1 the deAgie a.kre5 ar 31999 eft ees DGA1212013 by ALS,: April 23,2013 MIN MiTek 7777 Greenback Lane, Slade 109 Citru$ 0eg 56,09 956I5 Job 5(1-006308 T(uss I F14 Sterling Component Systems, Westminster, CO Came 1 7 fruss Type Qly Ply Bldg, H (Floot) (800 MacGregor Ave) 1 R363137111 Floor Truss 1 )Job Reference (optional) 7 350 s Sep 26 2012 liiiiiTek Industries. Inc Toe Apr 23 1(107 35 2013 Page 1 1113 EC7auYho.,11-1h8fOligOst,WEOxP6Ofipi)linAriQGZIUCkENpNlYzmuzYCaE0WgN5ANa0S8zNlrftb 2,y4 59 04 . „fat 3, 2,4 ' 2 0 4 5 0, 26 r 72 101 300 2.0 FP 326 204 SP 23 17r 7Z oP Plate Offsets (X,Y) 112 0-1-8,Edget.. [14 0-2-0,.Ed9e1 118 02-8,Edgel [20 0-1-8,0-1-01 121 0-1-8 0-1-03 LOADING (psfl TCLL 40.0 TCDL 30.0 BOLL 0 0 BCDL 10 0 LUMBER TOP CHORD BOT CHORD WEBS 15 24 SPACING 1-4-0 J CSI DEFL in (loc) 1(dell Ltd Plates Increase 1 00 l TO 0 19 Vert(LL) -0 14 15-16 -999 480 Lumberincrease 11.00 BC 0 60 Vert(TL) .0 35 15-16 >576 360 Rep Stresslncr YES . We 0 20 Horz(TL) 0 07 13 nia n/a Code IIE02009/TP112007 )Matrix) 2x4 SPF 1650F 1 5E1flat) 2x4 SPF 1650F 1 5E1flat) 2x4 SPF 1650F 1 5Etflat) IREACTIONS )Ib(size) 19=896/0-3-8 (min 0-1-4 13=8 - -8 ninon. 0-1-8) Max Gray 19=916(LC 7), 13=916(LC 12) BRACING TOP CHORD BOT CHORD I a SqUI,?7 201 .0,4 I 000 2 204 11 12 21 14 54/ .5 PLATES GRIP M720 197/144 Weight: ,69 Ib FT = 0%F, 0%E Structural wood sheen -lung directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (Ib) Max Comp.(Max. Ten - All forces 250 (00) or less except when shown TOP CHORD 2-3=-2104(0, 3-4=-2104/0, 4-5=-311510, 5-6=-3115(0, 6/,7=-3115/0, 7-8=-3115/0, 8-9=-311510, 9-10=-210410, 10-11=-2103/0 BOT CHORD 19-22=0/1197, 18-22=0/1197, 17-18-0/2714, 16-17=0/2714, 16-23=0/3219, 15-23=0/3219, 15-24=0/2715, 14-24=0/2715. 14-25=0/1199, 13-25=0/1199 WEBS 2-19=-14510. 2-18=0/1117, 4-18=-766/0, 4-16=0/494, 9-15=0/493, 9-14=-767/0, 11-14=0/1115, 11-13=-1455(0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2009 InternaonallBuilding Code section 2306 1 and referenced standard ANSI/TP1 1. 3) This truss has been designed for a moving concentrated load of 15.0Ib live and 505 dead located at all mid panels and at all panel points along the Bottom Chord, concurrent with live and dead loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 10 131" X 3'") nails Strongbacks to be attached to walls al their outer ends or restrained by other means LOAD CASE(S) Standard 811101 111 111VARIONG valiqg demists parameters and READ NORGE ON EIDS MO INCLUDED MEEK REFERENCE PAGE PEGON7a BEFORE' GNU GeMon valid tar atE NIM EON nonneolars. This deepts is eased only Upon pagarneleas 1-arrownand is for on insikrinekof building component. A oeheabili1e of design oar0me1ers and proper instarparotion aS component is resoensiblity of buildeig designer not thISS doegnor. Bracing shown Is. ter laterd SUpport 21 nseeds/of 'web mere/heat only, Additional ternporary bracing lo Attars stakbley dtrang consirookain4 the responxiibiaity of /hie neector ask:8310nd permanent braCing ce the sae:rat S1nd525100 libe respsAtibtAy of Ilse building dohigner.Fas general gukrionce regarding fattassficat qudity contrat storagedelkasse, exec:Coo and brachia, consiet ANSUIPIS Qualm), Catena, 0011.89 and gCSI Bonding Component Safety information dixallabSa tram truss Plate ass.tilitJe, 781 trl. Lee .14tree1. Sh/fe 312. Alexandria. VA 2'231S. 11 Smelter sr, bees site ats Sat &pet MAAS Ots muss., 210,0120 aftea ate GUNS/NEI 1100 ALAS nau April 23,2013 Wet( 7777 Greenback Lana Sella 109 Oleos Heights, OA. 95610 Jib Truss TFLISS Type Qly Ply Bldg Id (Floor) (800 MacGiegor Ave) ' R36313712 ' 50-006308 F15 Floor Truss ,2 1 Job Reference (optional) Sterling Component Systems, Westminster, CO 7.350 s Sep 26 2012 MiTek Industries, Inc. 'rue Apr 23 1007 37 2013 Page 1 ID EC7a9YhoJHhEtf0hg0sLVVE0zE601-H9bsi3RuKcc2MPy08FU9F6VkEzfEFIeFOI32...azNr8a t)I 0 44 14 rt6 4 13-4-4 134-4 PlatteOffsets .(y...,,y) [1 Edge,0-1-8], 19 0-1-8„Edge1„115.0-1430-1-01 LOADING (psf) SPACING 1-4-0 CSI TCLL 40.0 , 1 Plates Increase 1 00 TC 0 11 TCDL 30.0 l Lumber Increase 1 00 , SC 0 35 BCLL 0,0 1 Rep Stress Incr YES W13 0 14 BCDL 10.0 1 1 Code IBC2009/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2x4 SPF 16501F 1.5E(flal) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF 1650F 1.5E(flat) except ,end verticals WEBS 2x4 SPF 1650E 1 .5E(flat), BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing 6 re, REACTIONS (Ib/Size) 14=699/Mechanical, 10=69310- - min. 0-1-8) Max Grav 14=719(LC 6), 10=713(LC 10) DEFL in (loc) Heft L(d Vert(LL) .0 06 11-12 >999 480 Ved(TL) -0 14 12-13 i-999 360 HorztTL) 0 03 10 n(a n/a FORCES (Ib) - Max Comp /Max Ten. - Alll forces 250 (Ib) or less except when shown. TOP CHORD 7,3=-1492/0, 3-4=-1492/0, 4-5=-11965/0, 5-6=-1965/0, 6-7=-1492/0, 7-8=-1493/0 BOT CHORD 14-16=0/880, 13-16=0/880, 13,-117=0/1826, 12-17=0/1826, 12-18=0(1827, 11-18=0(1827 11-1'9=0(879, 10-19=0/879 WEBS 2-14=-1083/0, 2-13=01/763, 4-13=-433/0, 6-11=-432/0, 8-11=0/765, 8-10=-1078/0 NOTES 1) Unbalanced floor tive loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSIITPI 1. 4) This truss has been designed for a moving concentrated load of 15 Olb live and 5 Olb dead located al alt mid panells and at alll panel paints along the Bottom Chord, concurrent with live and dead loads 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") malts Strongbacks to be attached to wails at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards LOAD CASE(S) Standard, DIII orc tirbiARNING titiorifity debirt patcarksetcys, door READ NOTES aN 43334 ANL) i.NCLUDER MITEK REFERENCE PAGE MU 3473 ESSONE ESE f744942 build for ode only whh iStivTok connectors_ TN5 design or, bosed only upon paromeferoshown. ond Sot on ingishducl iituilding component A pplicoithitty of dos gri porcroPtors and {draper inbOrporc fon of component lit responsibifity Pt building designer not trust designer Bracing shown l'or lateral tupport of Indlviducl web members or A ddlbonal lerhoprory bracingo iroure rlocrig conftruclich is fire resoontibbity 01 the erector. Additionol perm -root Prodrig of fhb obbroll dructitre it the responsibility or the building designer For genercl guidance regarding fabrication, qui-tasty control, storage creirvery, eroctilon cind Probing, COnS,At ANWTP.Il Quality Calvin, 058.89.and SCSI BuBdIng Component Solely Inlormation available Fran truss Note institute, 781 rA. Lee Streel. Sulto 3 B 2 Alexandra, VA 22314. VI So obit km Pilots iLKITb,o, 7,3333 iftetrt, rhesdespo offset are ?lbol,z...ieth,ctive ithy itIes. PLATES GRIP MT20 197/144 Weight: 55 Ib MiTek' FT = 0'45F, 0%E April 23,2013 85 7777 Greenback Lane, Suite 405 Citrus Heights CA 95510 Job Truss Truss Type alY iPlY Bldg H (Floor) (800 MacGregor Ave) R363113713 50-006308 F16 FLOOR TRUSS 10 1 Job Reference (optional) Sterluig Component Systems, Westminster, CO 7 350 s Sep 26 2012 MiTek Industries, linC. Tue Apr 23 1007 39 2013 Page 1 110.EC7auYnoJHh8t0hg0sLVVEOzP6Cf-E3id18kS8rDsmbi60,2gXdKXa0vnIGjA8XsLog3SzNr8Y 1:1,1 8 111 2, a 4.0 77) 1.j .17): 44,1 14 2,x4 eit", loi°1 27 741,' Scale',,,: 2 ...,,,,,I1 PP "" 714 ', 405 '4 9 ta 'I1 12 13 . , 11' ' 1""' 241 17 20 10 0 Plate Offsets (X,Y): [2:0-2-11,Edge], (13 0-2-11,Edge], (14 0-1-8,Erige1, [15:Edge,0-1-8], [16 0-3-0.Edge1, [21 0-3-8,Edge], [22 Edge,0-11-81, [23:0-1-8,0-1-01,1[24 10-1-8 LOADING (psf) TCLIL 40 0 TCDL 30 0 BCLL 00 BCDL 10 0 LUMBER TOP CHORD BOT CHORD VVE BS SPACING 1-4-0 Plates Increase 1 00 Lumber Increase 1.00 Rep Stressincr YES Code 11BC2009/TP12007 2x4 SPF 11650F 1 5E(flat) 2x4 SPF 2100F 1.8E()lat) 2x4 SPF 11650F 1 5E(llat) CS( DEF1L in ()oc) irdefl Lfd PLATES GRIP TC 0 35 VertiLL) -0 26 18-19 >9,36 480, MT20 197/144 BC 0 57 Vert(TL) -0 65 18-19 >377 360 VVB 0 27 Horz(TL) 0 10 '15 n/a Ma (Matrix) REACTIONS )lb(size) 22=1092/0-3-8 (min. 0-1-8), 15=1092/0-5-8 (min 0-1-8) Max Gray 22=1112(LC 8), 15=1112(LC 14) BRACING TOP CHORD BOT CHORD, Weight: 83 Ib FT = 0%IF, 09/4E Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing FORCES (lb) - Max Comp Max Ten. - All forces 250 (lb) or less except when. shown TOP CHORD 2-3=-26.89/0, 3-4=-2689/0, 4-5=-4247/0, 5-6=-4247/0„ 6-7=-4769/0, 7-8=-4769/0, 8-9=-4247/0, 9-10=-4247/0, 10-11=-4247/0, 11-12=-2,688/0, 12-13=-2688(0 BOT CHORD 22-25=0/1500, 21-25.0/1500, 20-21=0/3580, 20-26=0/3580, 119-26=0/3580, 19-27=0/4618, 18-27=014618, 18-28=0/4618, 17-28=0/4618, 17-29=0/3580, 16-29=0/3580, 116-30=0/1501, 15-30=0/1501 WEBS 2-22=-1813/0, 2-21=0/1457, 4-21=-1105/0, 4-19=01818, 6-19=-475/0, 8-17=-475/0, 11-17=00318, 11-16=-1105/0, 13-16-=0/1456, 13-15=-15144 NOTES I Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2009 Internabonal Budidong Code section 2306 1 and referenced standard ANSlifTPI 3) This truss has been designed for a moving concentrated load of 15 Olb live and 5 Olb dead located at all mid panels and at all panel polints along the Bottom Chord, concurrent with live and dead loads 4) Recommend 2'x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3"), nails Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard WARMER design 'Emmet ER mod E.E.3..0 NOTES ON TEIS END INCLUDED WEEK REFERENCE PRUE 70za BEE ORE idesign valid ffsi use oniv with reireir conneciee This design is !based ordy upon parameters shown, and is, for on individual bt,,,Ning component A ppEcobild'y oi design parameters "4nd pepper incorporation of 077777077771) 5 esporiebety of beiVding designer not truss designer. Braceed shows" ior lisferoi support' of indrvidual oaks members only, 0' 1)) temporary brocing insure debility during consirec "ion is the responsibilBry ot the reree far, Addifiarsai permariere 'bracinifs of th,e overall structure is Ihe responsibety of' "he building designer. For general ,abbionce regarding fabric °Frier durlily storage, delivery. erec tion arid bracing, consulf ANSI/Tell Qualey Crittenm 058k89 and 8C51 Bonding Component Safety Infotroonon ovadable from Cuss PloSe Institu he, 7B I 14 Lee Street, Suite 312. Mexondria, VA 22314. if See" lep Pose SP) bbn idle et h het thee fe,ozn voices ie e low, ON 0001/ 201,3 by A L5C Aprol 23,2013 MiTek' 7777 Greenback Lane, &Me 10B Citrus Heights, CA, 95610 Job Truss Truss.'Type 50-005308 Floor Truss Sterling Component Systems, Westminster. CO or) .8 224 9.4 I 18 I 7 23 .8 2p22 2,1 gP Oty Ply 2 1 Job Reference (optional) Bldg H (Floorp (800 MacGregor Ave) R36313714 7 350 s Sep 26 2012 Mire* Industries, Inc. rue Apr 23 100741 2013 Page 1 10:EC7auYhoJF-11-i8f0hglasLWEOzP60f-ARuNZ0UON,q6Ur0FnA5Z50yoNFav086rgJfHn7ILzNr8W 05 924 444.1.g. 14 22,4 3,14 ' Pre.4 2 444 24 294 2 .246 FP 224 ,1 491 ' 924 42 9 7 8 9 IP 11 1:4 42 : 29 24 ,..5 95 14 99 2::122 :924 Imill 4,6 , ildS-12 th(5-t2 Plate Offsets X,YJ 120-2-1„Edge], 11 0-2-9,Edgel,,[12.0-1-8,Edge], 1.13.Edger0-1-8,1,119:Edge„0-1-81, [20 0-1-8,0-1-0[, [2.1.0-1,11,01.01 LOADING (psf) SPACING 1-4-0 TCLL 40.0 Plates Increase, 1 00 TCDL 30.0, Lumber Increase 1.00 BCLL 0.0 Rep Stress liner YES BCD_ 10,0 Code IBC2009/TPI2007 LUMBER TOP CHORD 2x4 SPF 1650F 1 5E(flat) BOT CHORD 2x4 SPF 1650F 1 5E(flat) WEBS 2x4 SPF 1650F 1 5E(flat) CSI DEFL in •Iloc) 1/dell Ltd PLATES GRIP TO 0,30 Vert(LL) -0.23 15-16 >994 480 MT20 197/144 BC 0 76 Vert(T)) -0 58 15-16 >397 360 WIB 0 25 Horz.(T14 0 10 13 nra rya (Matrix) I Weight( 77 lb FT = 0%F. 0%E i REACTIONS Ob(size) 19=1020/0-3-8 (min 0-1.8), 13=1020/0-5-8 (mn 00-8) Max Gray 19=1040(LC 7), 13=1040(LC 12) BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins„ except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES ((6) - Max. Comp (Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-2709/0 3-4=r(2709/0 4-5=-401510, 5-6=-4015/0, 6-7-4015/0, 7-8=-4015/0, 8-9=-2709/0 9-10=-2709/0 10-11=-2709/0 BOT CHORD 19-22=0/1539, 18-22=0/1539, 17-18=0/3499, 17-23=0/3499, 16-23=0/3499, 16-24=0/41501 15-24=0/4150, 15-25=0/3499, 14-25=0/3499 14-26=0/1540, 13-26=0/1540 WEBS 2-19=-180110, 2-18=0/1383, 4-18=-949/0, 4-16-0(611, 5-15=0/611, 8-14=-950/0, 11-14=0/1383 11-13=-1802(0 NOTES 1) Unbalanced floor love loads have been considered Inc thrs design 2) This truss is designed in accordance with the 2009 International Building Code section 2306,1 and referenced standard ANSI/TPI 1. 3) Thus truss has been designed for a moving concentrated load of 15 033 live and 5 Olb dead located at all mid panels and at all panel points along the Bottom Chord, concurrent with live and dead loads 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131'' X 3'') nails. Strongbacks, to be attached to walls at their outer ends or restrained by other means LOAD CASE(S) Standard April 23,2013 II WAR,NIM1 . Ver(00 &wag r( j((arameters and .P13,0 .1110r:krEE Orli mils AND WI MED MEN REF E(FeEncE p AGE Mir 747a BEFORE USE DeTign syliid for use only with 2221'2114. 1111 nne429440. This deggr 42 based only T(pon parorrelgo shawr,i. and is liar an i1 divid120( building component A r29gicability oli (454i9111 parameters arid :proper incorporatlor of carnganer I is responsib(lily of building designer - (1101t trios designer. BIOS shown 5 ((.:riclleral support 02 in0vIdt..(09 web members only, Additionol terriparary bracing hu insure stability diiging conslrucillan is the responsibillity cif lhe l eireigan Additn ioamnt l peranebroging or the over21(1 24412492re. is the riesponsibiliny icf ilhe building designer For general gnitionne regd aring MiTek" lobrication, dualilly 22:o2422291. 99 ((rage( deliveryerectlion and bracing, consutt ANSI/Tell Quoins( Criteito, 0S1-81 and BCSI Building Component MI Greenback Lade, Suite 109 : Satiety Inlotmalion available nom 192.42 Platen-or/tole. 451i ri. Lee Street. Sude 3 t 2. Alexandria. VA 223( 4 Citritid Heig MI illnigui h ur , J'.'' irm, {Siin hambei 'v,'i, $1,'PeC iifed, th, ((1.(j,,,,, (Mom (we 1 hose (ON cthee OE( 4)1 /201 :1 by A L 54: ht:A:CA.9:5610 : Job Truss Truss Type j°tY Ply Bldg HI (Flioor)i (800 MacGregor Ave) R36313715 50-006308 F18 Floor TrusS 12 Job Reference (optional) Sterling Component Systems, Westminster, CO 1111 7 350 s Sep 26 2012 MiTek Industries, Inc, frue Apr 23 10.07 42 2013 Page 1 OD EC7auffhoJH1181Ong0sLWEOzP60MeteOlmrnV068ELSAqzkp4ky9Cbl_LrriwZrLYJ1KgrizNir8M 14 35/5 7,54 354 3r/I t I ( I 8585I5 1113 I 4/4 MI.E1D53(rat 14 t A:3 '835 828. 14 I Q 14-1-0 Pla1e Offsets (X,Y) 11 Edge 0-1-8] LOADING (psf) SPACING 1-4-0 CS1 DEFL in (loc) Irdefl L1d TCLL 40 0 Plates Increase 1 00 TC 0 12 Vet1(LO -0 07 12-13 >999 480 TCDL 30 0 Lumber Increase 1 00 BC 0 39 Vert(TL) -0.17 12-13 >996 360 ROLL 0 0 Rep Stress !nor YES WE 0 15 Horz(TL) 0 04 10 Ma n/a BODL 10 0 Code 1BC20091TP12007 (Matrix) 144 355 PLATES GRIP MT20 197/144 Weight 58 lb FT = 00/F, Cn/vE LUMBER BRACING TOP CHORD 2x4 SPF 1650F 1 5E(k(31) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOY CHORD 2x4 SPF 1650F 1 5E0,30 except end verticals WEBS 2x4 SPF 1650F 1 5Erfilat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 14=738/Mechanical, 10=738/Mechanical Max Gras 14.758(LC 6), 10.758(_,C 10) FORCES (Ib) - Max Comp,/Max Ten - All forces 250 )lb) or less except when shown TOP CHORD 2-3=-1660/0, 3-4=-1660/0, 4-5=-2187/0, 5-6=-2187/0, 6-7=-1660/0, 7-8=-1660/0 BOT CHORD 14-15=0/979, 13-15=0/979, 13-16=0/2033, 12-16=0/2033, 12-17=0/2033, 11-17=0/2033, 11-18=0/97 (=.0)978 WEBS 2-14=-1184/0, 2-13=0/834, 4-13=-473/0, 6-11=-473/0, 8-11=01834, 8-10=-1183/0 NOTES 1) Unbalanced floor live loads have been considered for this design 2) Refer to girder(s) for truss to truss connections, 3) This truss is designed in accordance with the 2009 Onternational Building Code section 2306,1 and referenced standard ANSIITPI 1. 4) Thts truss has been designed for a moving concentrated load of 15,0Ib live and 5,0Ib dead located at all mid panels and .at all panel points along the Bottom Chord, concurrent with live and dead loads 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 13'1" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means LOAD CASE(S Standard IroVARIVEPAG EsSfy design issramobess anal READ NOTES ON THIS ,AND INcLuirygo lezEK REF CREWE PAGE ME 74E1 BEF ORE ESE Design valid for use runty atilt Sartier Connectors. This design is based pray Ligon gasometers sedan, Crud is tor an individual building component Applicability of design gasamigteg II.Vrld proper incdpera Son ot component is responiebilly at Wiring designer not gess designer. &acing shown is fo, ate-,,,rol support ot individual web members arty. Additional temporary grossing tini insure stability during constrbetiret 18 trip resuonsibeiTy of IP e erector additional permanentbracing oti the °veto It structure is the responsibility of the building designer. Fos general guidance sestardind 1absica1lory qualitiy control. storage, delivery erection and bracing, consult ANSI/Tell Qualay Criteria, 058r89 and SCSII lading Component Safely Infarreaban ,avallabie Porn Trias Platte institutes 7'81 N. tee Street, Suite 312. Alexandria. VA 22314. Of Souther is Mee rreneer ls akar Ikea, f /818/548 Ith(18353. ar 8 588380 08188185/8 038/1/81/208 3 ay ri11911 April 23,2013 MiTek 7777 Greenback Lane, Suite 406 ,Canfs Helents, CA, 95610 (113 0 (7, C1'L' 1119 a (-0,2 T3 o.,2 (2 5; .0 ((-3!? 732 7 a 0 ?lc, _,. 0 a d a (r, y 0 2,'..:, ()I '?1 .,.., c,.) o 4 ,c'D p,., - 03 (, .u ., D. ..2, a 7J. o ..g. -7 .0 (D --6. 0 n a 0 '5 ii.. 0 :5 -71 7 a a .5 a 1:..,... cp, ,,, 9... 0 D. :....c .‘.6 22- i 5. 61 9, a 6 5° 0 _ e... cv ()L.-. d" 0 113, - 3- (0) 0., .3 a, -a._ co' 0 '5 o'D 9 n. n a (3- C; CD a " .c.,) Tro- -(i" 0 :7 (0 0 F. c: 0 n (-1 0° c 0- 'Ca (r) 3. z a a a" -(6- 5 co S. ?c,_ P , o E3 3 Cr (2, CT ° :ta.5 0 0 0 3 a C-7 0 CD '7 NOLLVD01 °MOWN 'Mg 3ZIS 31Vld 0 - O E. 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(23. s GO :3 > a a a a a 0 4)0 0 a 6 -94)0 o 00 FO' „,;^ La, -51 3: 6 P. 3 ai .2 0 ONV 'N011V001 NOLLYIN3 11, .11 '64 411 21 0" 10" 314" Air Gap 77 t272prz, 1 0 3/8" 2,2 2222+".,Qz/ LUS46 Overfed) (hold rim high) Floor Truss Placement Diagram co; 1 0 Sterling Component Systems 91011 Harlan St Suite #300 Westminster, CO 80031 Office 303-427-,9661 Fax 303-427-4326 co o v � L o 0 0 00'9£ = MO1 00'66 = J01 88. > o O n' oz3 II II o� t3 O� APPROVED DETAILS 0 00'9£ = MO1 f__. 00'9£ = M01 00'6Z = J01 00'6Z = J01 SCALE 1" = 20' PROPOSED DETAILS SCALE 1/9"'=1•-C" V/N sodx3 p V/N PaatlS Pu M.... .. 1s11 0 110e _.. /sO 00 :'I001 6uipeo7 0019 :p 010000ap30 EL/60/1, :alep Muopla4 0 uma,O 0111N$ 6119 Jay sala$ lai 90E00 OD 'N+ed sa,s3 unV1o2110080100P IOyew+olul al3S (1oold) H 6PI9aweN qop asno sdi Jiyd / ';suo3 auoasiewoo :eweN Jawo}sn3 pa iddnrsosso„ors,opus0u. yelp, 113 Ou sou0a,al uul3otl I 1 1 0 ay I0IIUI 1'pa dde s 6u. yle9 d d I I� o, lM ywnid Ole 116111 a u p II 1 1 aq ile4s se ,a +moy I 1 1 1 noso, a, ff sap fiugspf3 a ... 6ea+ ,r an,Is Hu yotltlnn a+a M uo 7GIlll1</0/ /// // 71i /;/7/r'r/Pxl/f7,/ mlamuilu'snim'vlu lim. b a • vnywla, ay 3aoso w'paunaom. 6ulaq sa6+aya aso4H a 1enpa ui panmdde aq Isms p+o0u w000q ou 0 04M'6+0au gum po,eos uom+a4to patou ssm en'w ,10 la pace,. e 6u op,q Iuauvw ad pun /av,odwa yYo4 fo uo,leaol pue apv.,ti •az s ayy, •buma,p paleas po,aau tiva ey 0 1 npru, sa pau !sop sa ++1. •s+ w { pv o papual moy wv 0e,p luawaould ssr,l siy4 „0,01 0 pas, 9 ssn+ 41.11101P.1 n,1',autl sap 6 PI, H ayl fo Rl y suodsa, Eno uu p•ass + u 4Ip : s+uouoelu ..Z/L £.Bb 'Il72, . 1'l/77Z.. 22=2:2ll1✓r1' ' /' / /727lll7,— / /T///7 /// /7 //Ir/7/7-Z_7/7/77/7l.?, rL / COMcheck Software Version 3.9.1 Envelope Compliance Certificate 2009 IECC Section 1: Project Information Project Type: New Construction Project Title : Black Canyon Inn Building H Construction Site: 800 Mac Gregor Estes Park, CO Owner/Agent: Section 2: General Information Designer/Contractor: Walt Gantt Kenney & Associates 209 E. 4th street Loveland, CO 80537 970-663-0548 wwg@kenneyarch.com Building Location (for weather data): Estes Park, Colorado Climate Zone: 5b Building Type for Envelope Requirements: Residential Vertical Glazing / Wall Area Pct.: 26% Activity Type(s) 4 units (Multifamily) Town Hall Section 3: Requirements Checklist Climate -Specific Requirements: Component Name/Description Floor Area 4734 2053 Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factorial Perimeter Roof 1: Attic Roof with Wood Joists Exterior Wall 1: Wood -Framed, 16" o.c. 3099 0.0 39.0 0.025 0.027 930 21.0 0.0 0.062 0.051 wdw D: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.31, 11 --- -- 0.350 0.350 PF 0.67 wdw E: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.31 50 — 0.350 0.350 wdw F: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.31 18 --- 0.350 0.350 wdw F: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.31, 18 0.350 0.350 PF 1.00 wdw C: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.31 45 — -- 0.350 0.350 Door 1: Glass (> 50% glazing):Nonmetal Frame, Entrance Door, 144 — --- 0.350 0.350 SHGC 0.31, PF 0.70 Door 2: Glass (> 50% glazing):Nonmetal Frame, Entrance Door, 21 — 0.350 0.350 SHGC 0.31, PF 0.25 Door 11: Glass (> 50% glazing):Nonmetal Frame, Entrance Door, 21 --- -- 0.350 0.350 SHGC 0.31, PF 0.80 Exterior Wall 2: Wood -Framed, 16" o.c. 2394 21.0 0.0 0.062 0.051 wdw G: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.31, 43 --- --- 0.350 0.350 PF 0.40 wdw H: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.31, 132 — — 0.350 0.350 PF 0.28 Project Title: Black Canyon Inn Building H Report date: 03/07/13 Data filename: C:\Users\Admin\Documents\COMcheck\Black Canyon bldg H.cck Page 1 of 11 wdw J: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.31, 30 -- -- 0.350 0.350 PF 0.28 wdw K: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.31, 30 0.350 0.350 PF 0.28 wdw L: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.31 30 0.350 0.350 wdw N: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.31, 24 0.350 0.350 PF 1.25 wdw R: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.31, 48 - 0.350 0.350 PF 0.40 wdw S: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.31, 20 0.350 0.350 PF 0.40 wdw P: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.31, 36 0.350 0.350 PF 0.28 wdw M: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.31, 13 --- 0.350 0.350 PF 1.14 wdw Q: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.31, 13 0.350 0.350 PF 0.30 wdw V: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.31, 35 - - 0.350 0.350 PF 0.28 wdw W: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.31, 13 0.350 0.350 PF 1.14 wdw T: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.31, 24 0.350 0.350 PF 0.80 wdw U: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.31, 12 0.350 0.350 PF 1.50 Door 15: Glass (> 50% glazing):Nonmetal Frame, Entrance Door, 42 0.350 0.350 SHGC 0.31, PF 0.80 Door 16: Glass (> 50% glazing):Nonmetal Frame, Entrance Door, 21 0.350 0.350 SHGC 0.31, PF 0.80 Door 26: Glass (> 50% glazing):Nonmetal Frame, Entrance Door, 42 - 0.350 0.350 SHGC 0.31, PF 0.80 Exterior Wall 3: Wood -Framed, 16" o.c. 557 21.0 0.0 0.062 0.051 wdw X: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.31, 20 0.350 0.350 PF 1.25 wdw Al: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.31, 8 --- --- 0.350 0.350 PF 1.25 wdw S: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.31, 20 0.350 0.350 PF 0.28 wdw Z: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.31, 12 --- 0.350 0.350 PF 0.50 Door 16: Glass (> 50% glazing):Nonmetal Frame, Entrance Door, 42 --- --- 0.350 0.350 SHGC 0.31, PF 1.00 Door 15: Glass (> 50% glazing):Nonmetal Frame, Entrance Door, 21 -- --- 0.350 0.350 SHGC 0.31, PF 1.00 Basement Wall 1: Solid Concrete:10" Thickness, Normal Density, 1206 19.0 0.0 0.061 0.108 Furring: Wood, Wall Ht 10.0, Depth B.G. 9.0 Floor 1: Slab-On-Grade:Heated, Horizontal with vertical >= 4 ft. 94 10.3 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: D 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor -permeable wrapping material installed in accordance with the manufacturer's installation instructions. D 2. Windows, doors, and skylights certified as meeting leakage requirements. © 3. Component R-values & U-factors labeled as certified. D 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. 5. 'Other' components have supporting documentation for proposed U-Factors. Li 6. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. 7. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. Li 8. Cargo doors and loading dock doors are weather sealed. • 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283, are sealed with gasket or caulk. • 10.Building entrance doors have a vestibule equipped with self -closing devices. Exceptions: O Building entrances with revolving doors. Project Title: Black Canyon Inn Building H Data filename: C:\Users\Admin\Documents\COMcheck\Black Canyon bldg H.cck Report date: 03/07/13 Page 2 of 11 LI Doors not intended to be used as a building entrance. O Doors that open directly from a space less than 3000 sq. ft. in area. Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. D Doors opening directly from a sleeping/dwelling unit. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2009 IECC requirements in COMcheck Version 3.9.1 and to comply with the mandatory requirements in thgj2equirements Checklist. Name - Title zcrrr- (� Signature . 2 ©. 1 12 Date Project Title: Black Canyon Inn Building H Report date: 03/07/13 Data filename: C:\Users\Admin\Documents\COMcheck\Black Canyon bldg H.cck Page 3 of 11 ROM 14, Submittal 09 29 00 <TUE)JUN 12 2012 13: 1:e/ST- 1a: 19/No. 7S28103329 1 A AMERICAN GYPSUM American Gypsum 3611 Turtle Creek Blvd., r1200 Dallas, TX 75219 214430.5500 www.americangypsum.com Technical Infamadon 14100545- 302 ext. 5607 FireBloc Typ Gypsum Waliso j(;I?li llO CnREENGUARD` Idoor Al- holq Ge„rFed BASIC USESi Flrehioc® Type C gypsum wallboard is the preferred product in the industry due to Its consistently high quality standards. Additional properties enhance the core of this type X wallboard to achieve superior performance when used In specific fire rated assemblies. The fire-resistant gypsum core is encased in 100% recycled natural -finish paper on the face side and sturdy liner paper on the back side. The face paper is folded around the long edges to reinforce and protect the core, with the ends being square -cut and finished smooth. Long edges d the panels are tapered, allowing joints to be reinforced and concealed with a joint compound system. FireBloc Type C wallboard is available in 112* and 5/8' thicknesses and in a variety of lengths for standard construction uses. FireBloc Type C gypsum wallboard has attained the GREENGUARD Indoor AIr Quality Certiliee status and GREENGUARD Children & Schools Indoor Air Quality Certifieda status. Products manufactured by American Gypsum contain no asbestos. FireBloc Type C wallboard Is used as a covering material for interior walls and ceilings In residential and commercial applications that often require specific fire rated assemblies. It is designed for direct attachment by screws, naffs or adhesive to wood or metal framing. With joints covered, FireBloc Type C gypsum wallboard wit resist the passage of smoke. For additional information on smoke barriers, refer to Gypsum Association publication, 'Building and Inspecting Smoke Barriers" (GA-618), which can be found al www.americangypsum.com under Technical Data' - dick on Gypsum Association Literature. LwiITi1iOW) SIOrtik EAND HANDLING FireBloc Type C gypsum wallboard is intended for Interior applications only. Avoid exposure to temperatures exceeding 1257 (52*C), e.g., located adjacent to wood burning stoves and or heating appliances. Avoid exposure to excessive orconhnuous moisture before, during and after installation, e.g., swimming pools, saunas or steam rooms. Eliminate any sources of moisture immediately. FireBloc Type C gypsum wallboard is a nonstrudural product and should not be used as a nailing base, Spacing of wail or ceiling framing should not exceed the recommendations below: MAXIMUM SPACING OF FRAMING (WOOD OR METAL) Single Ply Application Maximum Framing Thidaless Olc Sparing 'Ceilings 1/2' or 5/8' 1/2' or 5/8" Parallel to Framing Perpendicular to Framing 16'olc 24'olc Walls 112' or 5/8" Parallel or Perpendicular to Framing 24"o/c 'For Ceiling Application - When using a hand or water -based texture for decoration, 1/2" FiireBioc C wallboard is to be installed perpendicular to framing spaced no more then 16"oJc.. To prevent noticeable sag In ceilings, the weight of overlaid unsupported insulation should not exceed the following recommen dations' FRAMING PRODUCT PSF (LBS. PER S/F) OF INSULATION 24'o/c 1/2" FireBloc Type C 1.3 (6,3 kg/MI 16'o/c 112' FireBloc Type C 2,2 (10.7 kg/M2) 24'o/c 518' FireBloc Type C 2.2 (10.7 kg1M2) Insulation blankets or bates should be recessed, with flanges attached or fnction felted to the sides of the studs or joists. Gypsum board does not generate or support the growth of mold when it is property transported, stored handled, installed, and maintained. However, mold spores are present everywhere and when conditions are favorable, mold can grow on practicey any surface. GYPSUM BOARD MUST BE KEPT DRY to prevent the growth of mold. Gypsum board must be stored in an area that protects it from adverse weather conddkcns, condensation„ and other forans or moisture. Job site conditions that can expose gypsum board to water or moisture must be avoided ^' 'ROM CTUE)JUN 12 2012 13:20/ST. 13:19/No.7529103325 P. 2 STORAGE S. HANDLING Gypsum board must be protected during transit with a weather -tight cover in good condtian. Plastic shipping bags are intended to provide protection during transit only and must be promptly removed upon anival of the load. Failure to remove the shipping bag can Increase the itielthood of devebping conditions favorable to the growth of mold. Gypsum board that has visible mold growth must not be used. For additional Information, refer to Gypsum Association publica- tion, "Guidelines for the Prevention of Mold Growth on Gypsum Wallboard' (GA-238), which can be found at www.americangypsum.com under'Technical Data' - click on Gypsum Association Literature. Gypsum board must be stored off the ground and under protective cover. Sufficient risers must be used to assum support for the entire length of the wallboard to prevent sagging. Gypsum board must be delivered to the job site as near to the time It will be used as possible. Individuals delivering gypsum board to jobstes should ensure that it is canted, not dragged, to place of storage/installation to prevent damage to finished edges. Gypsum board shall always be slacked flat - NEVER on edge or end. Gypsum board stacked on edge or end Is unstable and presents a serious hazard should it accidentally topple. Gypsum board should be placed so weight is evenly distributed and the floor is not overloaded. GOnD RIOILrnNr, PRACTICES APP! II,ARI r STANDAR(7S Installation - The building temperature shall be maintained at not less than 50°F (10°C) for adhesive application of gypsum board, during joint treatment, texturing, and decoration. When a temporary heat source is used the temperature shall not be more than 95'F (35°C) In any given room or area. Adequate and continuous ventilation shall be provided in the working area during the Installation and the drying or curing period. The design professional has the ultimate responsibility for location of control joints. Decoration - The design professional, contractor and or owner shall review Gypsum Association's bulletin GA-214, "Recom- mended Levels of Gypsum Board Finish', In order to specify the proper level of drywall finishing needed to assure the desired results. (GA-214 can be found at www.americangypsum.com under 'Technical Data' - click on Gypsum Association Literature) For best painting results, all surfaces, including joint compound, should be clean, dust -free and not glossy. To equalize the porosities between the face paper and joint compound and improve fastener and joint concealment, the surface shall be primed and sealed with a full-bodied drywall primer before texturing or final decoration. The selection of the proper paint to give the specked or desired finished characteristics is the responsibility of the design professional, contractor and or owner. Gypsum board that is to have a watt covering applied to it should be prepared and primed as described for painting. Manufacturing Installation Surface Burning Characteristics ASTM C 1396 section 5 (C 36) Federal Specification SS-L-30D Type HI, Grade X ASTM C 840 Gypsum Association GA-216 Gypsum Association GA-214 ASTM E84 Flame Spread 15 Smoke Developed 0 Thickness Widths Lengths Edge Type UL Type 1/2' (12.7mm) 4' (1219mn) 8' —12 (2438mm — 3658mm) Tapered AG-C 5/8' (15.9mm) 4' (1219mm) 8' —12' (2438mm — 3658mm) Tapered AG-C Special lengths o edges may be available on special order. Consult your Amencan Gypsum sales representative for details, Thermal Resistance "R" Value 112' = 0.50 516' = 0.61 HRF RI- SISIA:•JCF I7AIINGS Fire rated assemblies are specified from tests performed by independent laboratories. These designs are made up of specific materials In a precise configuration When choosing construction details to meet certain fire resistance requirements, care must be taken to insure that each component of the selected assembly is the one specified In the test and are assembled in accordance with the requirements of the design. SUBMITTAL APPROVALS Job Name: Contractor: Date: DCN 1054 July 2010 JUL-11-2012 14:53 From: THERMALCONCEPTS 9702237098 • • • • • • • • To:5BG 459 Paee:1'1 I � l NSULATION CERTIFICATE Job Address: 800 MACGREGOR 4 t VENUE/CAg1N 18, F,S 1 ES PARK General Contractor: CORNERSTONE EN JINEERXNG Insulation Thermal Concepts/Alli Contractor: P.O. Box 270066 Fort Collins, CO 80527 970-223-7090 1 Insulation : Material(s)Thickness Rated R-value (lntlExt} (I t/Ext) nfl— Location Notes F[at or vaulted ceilings with atti4S` above Coking$ with Enclosed rafter cavities 'BLOWN FIBERGL lkSS 16,2 „ R49 ';i ,? 0% Frame woos and riiYiJband joints -to exterior CLOSED CELL l~'C1,A.M 2" R14, r „ OPTIMA ' 3.5'# R15 ii[P,:,.......:........... Frame walls and rimiband joints to attic, garage Immm, );G)3A,T'I'S � 5.5 R21 aa( ,l Frame fiaor-optileveY OPTIMA 1 11.2 1 R47 � � - Frame floor -over garage or crawl space a t ' ;,;i§:: El::i-i„`. ..._-.. Slab -on -grade 0-12") Ovivvi Space Wallsii I Basement walls Foam all doors, Will ows I ` Foam sealant and rechanka Caulk base la :1? i#]64iltail i,. r s:, 1/WE certify that the above listed insulation in the building al tthe Residential Energy Code, and that it was installed in accordance Certified by: Thermal Concepts/Alfi=d Buslnes$ Firm; Thermal Concepts/Alli•d Address: 6617 S. College Ave. Ora copy of this form shall be provided to the building and Z. rino nnmr of lhla fnrrr, c hail no non..r.aea in 11, h above locations with the applicpble insulation insulation fling Department 1Is in con'f "insu(ation t final t nance with Installation phone:970=223-7090 Date: I Signature: in$dection, 11 the current requirements Guidoline5" or Vie le City pf Furl Gallins published by the IG3O. 06/07112 r, f� , e ome buyer. 0 lAt a- Z 4 TR_ > Z ,-0 Z 0 r 0 u_ X to 0 x U-LU 1,1j 0_ X I- Z • 0 ,zz X Z Z 0 X "Ct in IF-„, = 006 10111111111111111110 E