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9270-9500 SW MAPLEWOOD DRIVE-1 1 i! ADDRESS: Lo? 25W Zt&). M2 dh< &&or I)rl n V rz Gf VIfa n A 0 f.'rte, � ,tt r�ou5 Y} 1. F f iArecords\microflmMargets\building.doc ! �I ,n l a F DAMES & MOORE 1750 S.W. HARBOR WAY, SUITE 400, PORTLAND, OREGON 97201 (503)229-7688 FAX: (503)2z3-6083 April 28, 1994 Mr. Dean Sorensen Gramor Development 9895 SE Sunnyside Road, Suite P Clackamas, Oregon 97015 Building Pad Completion Pads 7, 20 through 23, and Recreation Building Main Street Village at Fanno Creek Development Ti a� rd• regon Dear Mr. Sorensen: This letter has been prepared to summarize our geotechnical monitoring and testing services during grading of building pads at the Main Street Village at ranno Creek development in "Tigard, Oregon. Our services have included observation of native soil conditions in cut areas and testing of sone compacted fills placed to raise grades. y Based on our observations and the results of our compaction tests, it is our opinion that the building pad subgrades for Buildings 7, 20 through 23, and the Recreation Building consisi of firm native soils or relatively well-compacted fill, and are generally suitab;e for support of the planned construction in their present condition. The prepared subgradea show'd be proteci-d from wet weather and construction disturbance prior to concrete placement. Soft soils encountered underlying the planned finished grade at Pad 20 were removed and 1 replaced with pit-run fill prior to placement of the base rock layer. Compaction tests were not o performed on the pit run rock due to the large percentage of oversized material. Portions of the BuiHing 23 pad :were also overexcavated and replaced :vita's crushed rock. Seepage was encountered in most of the Building 22 pad area. The area was overexcavated approximately 12 inches below foundation grades and a drainage blanket was installed in the I saturated areas. Crushed rock fill was placed over the drainage blanket to achieve filial grades. ti i i i of-TICEs WORLDWIDE I ry' DAMES �Ci MOORE Uramor Development April 28, 1994 Page 2 We appreciate this opportunity to be of continued service. Please call if you have any questions or if additional information is required. Yours very truly, k DAMES & MOORE, INC. y J( amcs W Johnson, P.E. r•.� N�uvrFy C;J i 9 16,302 1 Associate O �---� ��-Wn ,� UFF..t3 Jf I Q�• . 9 ` :.r0 as x rm, P.E. 3EVk! Project Engineer d. cc: Mr. Brian Frank - Keyway National Mr. David Scott - City of Tigard 21541-01.14 1WJ:DRS:Iih 21541-005-041 .i U{: ti 'r'a( �ndG^1ro,.'1�),t.?e`�' a•�`�'a° `a„a;w:r ,,..... .. . _. _ �A 1 r : otak December 14, 1993 INCORPORATED. ARCHITECTS, P.C. I' Architecture Mr. Mark Burrows Planning Building Department Urban Design City of Tigard Development Services 13125 SW Hall Boulevar .. Landscape Architecture Plgard, OR 97223 Civil Engineering Ttanepart�7on Re: Village at Fa Creek_Aprtments Plan Check 7-�S� -- Environmental Services Building Plan Review water Resources Surveying Denr NTnrk: I The set of construction drawiangs issued for plan review splecifiec 5/8" type 'X' i exterior gypsum sheathing for the 1-hour rated exterior wall assembly (assembly type 4 on sheet A-1). The Contractor would like to substitute vi' type 'X' exterior gypsum sheathing for the 5/8" sheathing originally called out. Per U.B.C. Chapter 17, Table 43-B, item No. 17-1.1, an allowance for 1/2" exterior gypsum sheathing is provided for a 1- hour reat.ed exterior wall assembly. r Please review and let me know if this suhstitution is nc(cptahle. i e ( j i Sincerely, , f Mike Morton OTAK Architects, P.C. 1 CC: Dean Sorenson; Gramor Development. Brian Frank; Keyway Corporation MIA: nib 4275/burrows.0011, 173e5 aw.e00nM Ferry Read Lake Oswego.OrWn 07036 (503)8363818 4° Fax(683)635.5386 820 Kirkland Way,P100 !r. Kirkland Washinonn 98033 (?(M)872-4446 Fax(288)827-9en l� + .•_.oeiYiseer d* I December 14, 1993 INCORPORATED. ARCHITECTS, P.C. Architecture Mr. Mark Burrows Planning Building Department Urban Design City of Tigard Development Services 13125 SW Hall Boulevard Landscape Architecture 'Tigard, OR 97223 Civil Engineering Re: Village at Fanno Creek Apartments • Plan Check # 7-8C Transportation g — Environmental Services Building Plan Review Water Resources d Surveying Dcar Mat k: It was discovered following review of the construction drawings, that the stud framing for interior load-bearing walls in the type II and type III buildings did not meet the requirements of the Uniform Building Code. Per U.B.C. Chapter 25, Table 25-11-3, bearing walls supporting two floors,ro)f and ceiling above, must be either 3 x 4 studs at. 16" o,c, or 2 x 6 studs at 16" ox. The walls were originally designed as 2 x 4 walls, so to maintain the same width as P designed, the contractc r will upgradr the stud size to 3 x 4 studs at 16" o.c. This condition occurs in Ole basement unit: only of the type II and type III buildings. This letter is for clarification only. Please inform OTAK if there are any problems with this change or if you have any questions. Sincerely, Mike Morton OTAK Archite(-.t.";, P.C. 1 I t rr: 1)('rr: S^!-Pn.4niy Orsnin: De,,olopill ant I Brian Frank; Keyway Corporation I MM: 1111) 427!i/burrows.o07 e 17353 9 W.gooney Ferry noel lake Oswego,Oregon 97036 (5031 635 3610 Fax(503)839-539H 620 Kirkland Way,0100 Kirkland,Washington 94493 (209)8224446 Fax(209)0279577 4 e T 1 i •t. �000Q/ November 3, 1993 Mr. Mark Burrows Building Department I N c on PO RATE b. City of Tigard ARCHITECTS, P.C. 13126 SW Hall Boulevard Tigard, OR 97223 Architecture Planning Re: Villa a at Fanno Creek Apartments..- Plan Check # 7-8C urban Design Building Plan Review Development Services Landscape Architecture Dear Mark- Civil Engineering TransportAtiLtin This letter is for clarification following our telephone conversation on 10/28/93 Environmental Services regarding gable wall vents adjacent to 2-hour walls. It was determined that Water Resources 4 openings in the gable wall perpendicular to the 2-hour wall be either protected Surveying openings or be located horizontally away from the 2-hour wall at a dimension equal to the dimension of the roof overhang, since the 2-hour wall terminates at the exterior gable end wall. The roof overhang is constructed of a 2 x 4 spacer and a 2 x 8 barge board with a total overhang dimension of 3 inches. Therefore, each gable wall v'!nt must be located a minimum of 3 inches away from the finished face of the 2-hour wall. Thank you for your cooperation. If you have any further questions, please do not hesitate to call. Sincerely, 44f Mike Morton oTAK Architects, P.C. CC: Dean Sorenson; Gramor Development. Brian Frank; Keyway Corporation 7 MPSI. nib 4275/burrows.005 I - 17365 9.W.Boom*$Ferry Rost Lake Oswego,Oregon W'036 15031635-3616 Fay 1,503)635.53M 620 Kirkland Way,0100 Kirkland,Waahlnnton 1911 1,106)822-4448 Fax(206)827.8577 i i " 1 h - SENT BY: 10-25-93 9:17 OTAK, Inc. 503 684 7297,# 1/ 1 � 0 FAX TRANS=AL f r u Date a 5 - 1 ✓ �. Pages(including cover)i R 1 P-eject W-A 915rff &, Project#_411.r—, ■ To Company A• C(7pT1 R.ogarding ��a_ j _ G-,►za r-1C� I Message Lo1Vnns�url _:t4�„A �rl'e M ole- LiJ L e & � _073f JZ OC-,-- PaJ(::Ilfass ---NdT 5, From Department_ cc: GOV-1-EC4-10r Architecture 'ilk's!-ot'M�r1 t- �I4W D F Design Urban asign Development Services - �� --- -� Landscape Archhecture el�A Civil Engineering Transportation Environmental Services Water ROGOLIM9S Surveying 17355 SM. 800;103 Ferry Road•Lake Oswego,OR 97035•(503) 635 3618•FAX(503)635-5395 620 Kirkland Way, #100 - Kirkland, WA 98033 - (206) 62?-4446 • FAX (206) 827-9571 MW t r 1G.. .,. , + ry-.. .„ .. :p!t•M'.P+M4M7.6e"ka+tW'dCdk9.Wxv.•a,. ...�... .....:_.,.,. .................. .,...,.,..,..•we.... ...... ,.e,. .�u. 4 October 21, 1903 MI V INC 0A Pon ATE , ARCHITECTS, P.C. Mr. Marls Burrows ` Building Department Architecture City of Tigard Plrtnning 13125 SW Hall 13oulevard Urban Design Tigard, OR. 97223 Development Services Landscape Architecture lie: Village at Fanno Creek Apartments - Plan Check # 7-8C Civil Enoinaering Building Plan Review Ransportagon FnvlronmeMal Services Dear Marlt: Water nesources Surveying The set. of construction documents approved for building permits indicated all exterior stairways to have precast concrete "closed-riser" treads. /After permits tw"` were issued, it was noted per U,B.C. Section 3199 (h) 2 that stairways in Group R, Division 1 apartment buildings may have open risers. This item was discussed with the Owner, Gramor Development Northwest, and the Contractor, Keyway rt National Corporation, The Contractor is to proceed with construction using the P precast concrete 'open-riser" trends, provided we have complied with the huilding t code. Please review and respond with any comments to provide clarification to this issue. Sincerely, Mike Morton OTAK Architects, P.C. CC: Dean Sorenson; Gramor Development Brian Frank; Keyway Corporation :Ill; ml, 4276lburrowa.004 1735,513 W Boon Ferry Head { Lake Oewego,Oregon 970.38 { 5, (50:1)8953616 " Fe■(503)899.5395 ki 620 Kltkland My.0100 Kirkland,Washington 9x033 (206)827-4446 Fax(20M)d27.9577 a :. s: S8N �, st )y �.I 1 t I I r) y st F,• r� jI,4 a hr t i.. C t.N., + y4�1 ."•T 3µ'i _i ,r #Hr,, �M'.° :y�. DAMES &_MOORE 1750 S.W. HARBOR WAY, SUITE 400, PORTLAND,OREGON 97201 (503)228-7688 FAX: (503)223-6083 October 14, 1993 Mr. Dean Sorensen Gramor Development 9895 SE Sunnyside Road. Suite P Clackamas, Oregon 97015 Building Pad Completion Pads 8, 9, and 10 Village at Fanno Creek Park Development -1Ard. Oreeon Dear Mr. Sorensen: This letter has been prepared to summarize our geotechnical monitoring and testing services during grading of building pads at the Village at Fanno Creek Park development in Tigard, Oregon. Our services have included oN,ervation of native soil conditions in cut areas and testing of compacted fills placed to raise grades. Based on ot,r observations and the results of our compaction tests, it is our opinion that the building pad subgrades y .for Buildings 8, 9, and 10 consist of firm native soils or well-compacted fill, and are generally suitable for support of the planned construction in their present condition. The prepared subgrades should be protected from wet • ^r and construction disturbance prior to concrete placement. i We ' that slab base rock be tested and foundation baring surfaces he evaluated by a Dames & Moore repress, to placement of slab or foundation concrete. Please call it y que- ;-- -1ditional information is required. Yours very truly, DAMES & MOORE, INC. EQ PR01 F �g� �NpIN��9 'f'ipy James W.tio n, P.E. ; j rr' 16,:302 ry Assoi'iate 1 '��,9J / ` OREGON �, ofr �u92 ` ' ouas R. Schwann, P.E. Project Engineer _ cc: Mr. Brian Frank Keyway National Mr. David Scott - City of Tigard a f 21541 01.14 JW]MRSaih 21541 (X)5-041 f +ti' h 4. • 1 .5 = - DAMES�_ MOORS; ' 1750 S.W. HARBOR WAY, SUITE 400, PORTLAND, OREGON 97201 1 (503)228-7688 FAX: (503)223-6083 October 6, 1993 Mr. Dean Sorensen Gramm Development 9895 SE Sunnyside Road, Suite P Clackamas, Oregon 97015 I � � Building Pad Completion r • Pads 6 and 19 Village at Fanno Creek Park Development Tigard Oregon Dea,- Mr. Sorensen: This letter has been prepared to summarize our geotechnical monitoring and testing services during grading of building pads at the Village at Fanno Creek Park development in Tigard, Oregon. Our services have included observation of native soil conditions in cut areas and testing of compacted fills placed t•i raise grades. As discussed in previous memoranda and letters, groundwater was encountered during excavation of the west portion of the Building 6 area and the southwest corner of the building 19 area. The Building 6 pad area was overexcavated to a depth of apl-oximately 12 inches below finished grade and replaced with crushed rock. The Building 19 area was overexcavated to a depth of approximately 4 inches below planned footing grade and replaced with crushed rock over a geotextile fabric. Compaction was limited to track-walking and rolling with rubber- tired equipment to reduce the potential for subgrade disturbance. Both areas appear firm when proof-rolled with a loaded dump truck. Footing excavations for Building 6 encountered free water above the bearing elevation, but appeared relatively firm and competent. i Based on our observations and the results of our compaction tests, it is our opinion that the t building pad subgrades for Buildings 6 and 19 consist of firm native soils or well-compacted fill, and are generally suitable for support of the planned construction in their present condition. The prepared subgrades should be protected fror et weather and construction disturbance prior to concrete placement. The subgrades are pxrocularly susceptible to disturbance due to the presence of groundwater near the finished grade elevation. We recommend that construction a equipment traffic on the subgrade and foot traffic in the footing excavations be kept to an absolute minimum. 1 1 , LAMES & MOOR E Gramor Development , ` October 6, 1993 Page 2 We recommend that slab base rock be tested and foundation bearing surfaces be evaluated by a Dames & Moore representative prior to placement of slab or foundation concrete. Please call if you have any questions or if additional i.,formation is required. Yours very truly, DAMES & MOORE, INC. ,yl �p p�D+�F James V1 ohnson, P.E. !1Nr Associate or, 0pe��c+�1 «` VoRgTas R. Schwarm, P.E. ppf3F"I o Project Engineer cc: Mr. Brian Frank - Keyway National Mr. David Scott - City of Tigard I'S 21541-01.13 JWJ:DRS:Iih 21541-005-041 x 44 f N.. .1 aa�, a„ DAMES & MOORE 1750 S.W. FIAR13OR WAY, SUITI,400, PORTLAND, OREGON 97201 (503)228-7688 FAX: (503)223-6083 I October 1, 1993 Mr. Dean Sorensen Gramor Development 9895 SE Sunnyside Road, Suite P Clackamas, Oregon 97015 Building Pad Completion Pads 11 through 18 Village at Fanno Creek Park Development i rLOregon i Dear Mr. Sorensen: This letter has been prepared to summarize our geotechnical monitoring and testing services during grading of building pads at the Village at Fanno Creek Park development in Tigard, Oregon. Our services have included observation of native soil conditions in cut areas and testing of compacted fills placed to raise grades. Based on our observations and the results of our compaction tests, it is our opinion that the building pad subgrades for Buildings 11 through 18 consist of firm native soils or well-compacted fill, and are, generally suitable for support of the planned construction in their present condition. The prepared subgrades should be protected from wet weather and construction disturbance prior to concrete placement. We recommend that slab base rock he tested and foundation hearing surfaces be evaluated by a Dames & Moore representative prior to placement of slab or foundation concrete. Please call if you have any questions or if additional information is required. Yours very truly, DAMES & MOORE t ,1Ep PROs . James W lohnson, P.E. 4 ti 16,302 F , Associate rc' `Dos R. Schwarm, P.E. .,. .- Project Engineer cc: Mr. Brian Frank - Keyway National Mr. David Scott - City of Tigard 21541.01 21541-005-041 t 9 i t`I'F'ICTw Wnlil I I SEP 17 '93 11.:39 GRAMOR F•2/2r �+g k I�rS�►'�+ ti lfT�'�� 411� ,r DEVELOPMENT September 17, 1993 t� I Mr. Ed Murphy City of Tigard 13125 SW Hall Blvd. Tigard,OR 97233-8199 Re: Village at Fanno Creek Park Apartments Main Street, Tigard � Dear Ed, Gramor Development appreciates your assistance in allowing certain permits to be issued prior to final engineering approvals. Per our conversation this morning, this letter shall serve as Gramor's acceptance of the risk of conflicts between our building foundations and the infrastructure cif the public work indicated on the current set of plans f„ that are in for final sign-off. According to Mr. John Haglund,he indicated th physical location of the sewer and street improvements are not anticipated to change. Therefore, x the risk of conflict should be very minimal,however, we reserve the right to dispute any possible conflicts which may arise from Mr. Haglund's final comments andloff sign-off. t. The building permits that we are requesting for early release are: Buildings 1-7 Recreation Building Garages: A,Ii,C,D, G, H, I Please advise Jerree of your approval of our acceptance of the risk of conflicts_ It should be understood that since we are so close to engineering accepting our plans, that no major design changes will occur. Gramor also requests that upon engineering sign-off and verification that no conflicts occur, that this release no longer apply. Practically speaking,if our plans have a "bust" in them, it would be our problem anyway. Again, thank you for your assistance. Sincerely, Grarno-Dm t W,Inc. o avid C. Copenhav r / Project Manager DCC:ns 3895 S F SUNNYSIOE ROAD/SUITF P/CLACKAMAS,OR 970151 (503)245 1978 FAX(603)554-9188 S(I / PONTI,ANU / UN DIEGO Ir b r l � Dames r� Moore A 17509.W. Harbor Way,Suiir. 4(1) .y V Gfa m e s & I Y l o o re Portend,oreg,n 97201 (503)228.7689 PAX(503)223AAA3 1L Ell 11 ER GIF ll RMSAV''1Lll 11 A AL I TO: City of Tigard DATE: September 14, 1993 13125 SW Nall Boulevard Tigard, Oregon 97223 ATTENTION: Building Department JOB NO' 21541-005-041 SUBJECT: Village at Fanno Creek Park YOUR ORDER NO: WE ARE SENDING YOU VIA US Mail i THE FOLLOWING: NO. OF COPIES DESCRIPTION — 1 set Uaily Field Reports 8/2.3/93 - 9/I6/91 1 THESE ARE FOR Your tilrs REMARKS: COPIES TO: DAMES & MOORE, INC. Keyway National Gramor development BY: Douglass R. ;chwarm i . 'A' ~ Y' 9 DAILY FIELD REPORT Joh No Monitoring Fill or Rar.#61l -- Monlloring Fooling I xcavaltons page Job Location Client orOwner R n S ud T epOuence Na r. General L Inn I F AI Purpo�of,ill'or Nature of Slrudure to be Suppomtrl '(�+�F Dale [lay o1 Wook f u�L' a s 1 Gonstay Contractor Grading or Earlhwork nlrador \ D Fnpinoo HAS Charged SiTF 1 t kt�� G c s le, o Co raclor's Shift Contradors Supifin dent or Foremen HRS Charged (TRAVEL) Z Source and Description of Fill Malarial Superintendents Acknowledgment or As i61an1 HRS Char ped /- C^ _ Silo Visa and Hours / 7 � I I bloat h �1 i _ APPR(MMATF YARDArF Tolal R+pwred Placod This Shift Total To Dale , Requireda Maximum Test %of ' �Tesl �/' 'Rol Dry Fill Dry Maximum Test Locallon Fle+allon• Maxlmur,i Moisture Ramrkti Nunba Dry Densely Density Dry DensitybNcu h It>G,cu M DonsAy , C JT], s =T�� 7-.. >r ,ter -15 s l• Dar 3r p .�— 17 U SLIM EMENTAFY REPORT(DescrP)e oquipment used for hauling,spreading,watering,conditioning and corrrimr.linp,also report thickness of lifts.and number of roller trip!,t _G✓� - c4 74 AZ eza,�-,j C7 r LI-111L I COPY SF NT TO CLIENT CONIINIJF.DONNEXT PAGE 114 10 1189 '-- DAMES & M00RF. WHITE -- OFFICE COPY YELLOW — FIELD BOOK COPY PINK — UIENI CONTACT COPY e 1 MINA W!"07, DAILY FIELD REPORT Jeb No Pope { of Jeb Le •tionClient or Ownar / Report S•gwnce No. General Lotman 1 Fill Pu oso of Fill or Nature of Structure to be Supported (Dp/te G2 Day of We4 G Gena el Contractor Grading or Earthwork Contractor Jo� Engineer MRS Chmp•d « Wu - P X4�,/c.. r.-t S Cam cfor's Shift Controctor's Su ari nJont or Foremen r p A 'sfe Is HRS Charged S Source end pucriprion of Fill Material l Wothe _ �J / .F APPROXIMATE YARDAGE /f ur l •';0 1 r c 'K QPP r vk 0, 0l Tofol Roq'd. Ploeed this Shift Total To.Dote Maximum Test % 1--a 7 Reference FIII °Test Dry Dry Maximum Deily Report Test Location Elo.ofion Compaction Moisture Describing P ' Number Curve Density R Density Dry 9 Ibs./cu.1f, lbs./cu,ft. Density Compaction s `o a 3 y — �r"�.� z y o U 912. Z a — i i ' COPY SENT TO CLIENT 0 CONTINUED ON NEXT PAGE. ( ] 947.3 11.661 DAMES A MOORE � IWIL 17L 3$-1 ��AO �...� 1,425 d ►�9 s s ' IQ20 \ 14q 5 01 1, Q) 1 .....vruw,nrus+....n.. MonMorinp fill or Bac+,hn DAILY FIELD REPORT' .lob No -- -- Ff� Monitoring Fooling Excavations Page ! d Joh Location Chenl or ries Report Seq once o 2 rg4(p General L&Alion rf Fill Pur t Fill or Nature of Strudure to be SUppo rid QAL# Day of W.'k General nlradorading or Earthwork nuactor D M rim, H Cl rp (SI i Conlrectar's S Contradory Superintendent or Foreman rIR_ Charged ITRAVF I(\ j -00" -- = - A I — 2- Source and Description of Fill Material Suparintendente Acknowlydpmanr of A Isla s trRS ed� / Site Vmd and Haum Ov • a _ � Woalh �/ � APPROXIMATE YARDAGE v — 1J ,I n l Total Requned Placed Ih'S Shift Tolat To O;mr ' Required MaxlnNrn fill Test ,of 1 Tml Dry Dry Marimum Test toralion Elevation Maximum MoiSlwe Rei urk4 Nuniier Dry Density Y Densly Dry DensDry bslcu M ItM;cu M (Amery Z _ _ 0q Z2 .. u -A, (- �o 7- Al. o , _ SUPPI EMENT RY REPORT(Descrlbo equipment used for hauling,spreading,watering,oonditlontng and conpading,aka r on ss thickneof Bots,and nuffber of rolku lrp5 I r one/ � ..} f tel' d�• --�--: -- _ ___ _ � ��arwru— a _ '02 /CLQ z Z l _ I t;Lrc�,45 AbiC44 S d2o-&I fS � 4? it fre i COPY SENT TO CLIENT CONTINUED ON NEXT PAGE I](I 111x"��a�a 6 I 114 10 1189 DAMES $t MOORE I WHITE --- OFFICE COPY YELLOW -- FIELD BOOK COHY PINK - CLIENT CONTACT COPY ' w r, 4 Job No. 1 DAILY FIELD REPORT Pap�/J � al Job Location Client of Owner Report Saquanca N General Location o ill Purpo of Fill or Notura 1 Structure to be Supported D to Us el Irak e. Gan rel Contractor Grading a• Earthwork Controctor J inear HRS Charged Contractor's Shift— Contractor's erintendent a�t_ForamA sf rs MRS Charged Source and Description of Fill Material wooth / _ APPROXIMATE YARDAGE / r 'total Rsq'd.1 Placed this Shilt Total To-Date Maximum Test %of Ralumce Fill Daily Report Test Dry Dry Maximum Test Locohon Ela�ation Cempectlon Mefnure Describing Number Curve Density 7L Density Dry Compaction Ibs./cu.h, Ibs./cv.lr. Density— _,� • y� 03 3_ - ej — tet•/ t4 / �:. !1 _ r _ ( --� r - Z 3 > 1Z33 v 7 _ ? o E� T e ,W- /7 /NY - r0 42 2 ,3 .moi kip J a ti o El /,I k ..' 3 `( ser 4Wmoi( /y Y s 0 qz• f d f- eo '- .b� COPY SENT TO CLIENT 0 CONTINUED ON NEXT PAGE 921.3 I t•e61 DAMES & MOORE 1 Monitoring Fill or BecMAI DAILY FIELD REPORT Job No Mondonnp Fooling ExCavelone Page of , (,,.n1 or *nor General ConUqohor A apo Sequence No. Grading or rthwork Conliahor Wealherr Date Day of Wsa 71 n /t c v( �.Zy•y� cs g Sourcceland[�rsapuon of Fill Material Superintendents Acknowledgment of Slte ViaA end Hours D A E gfn mr HAS Charged(S E) i1 HAS Charged(TRAVEL) e. >✓, .� ,�c .tee /I LCA � i• _.�•�- G 1�,s c[lS v „�,.� f��c �� o — t,j lrti o: SCS c v i?/ +' o jrj .1 _ c�L -?" 91, plc 4 I Iuuor P9 ` DAMES & MOORE f f 1 WHITE—OFFICE COPY YELLOW-- FIELD BOOK COPY PINK--CLIENT CONTACT COPY !Y k 1� �! k.'.r r' F'i W _.'YWi " a F,I:Yj�' 1• ;4 r'/l, ,�.. . ..��C, } �� 13�) I � 1$� %� /'rte. ~,tom `� •� � I _ '• a �•.. rI r,�./�''�,�'-�;r;`...... 1.,,� Aye \ I�2� ` �i z pn' � J'r�•fly� ,//'� � /! 4�•!Q `Q�Q A . — h -414 14 ( o o P •nom., � ,�• :l�.• { �.\ 150.7 \ _y`"y . .cam _`'�``'` -.._• \ / . \ 0 83 ._. _..... Fill k o ',. Milli Y I Monitoring Fill of BacMhll DAILY FIELD REPORT Job No �L❑� {age Monitoring Fooling Excavations / Of Job t ocahon Client or Owner/ Report 8fpuence No General Lo6lion of Fill Purpose of Fill or Nature of SlruUure to be SUPPOrled DaleDay of .Mas /Sc o 'Zs01 =93 tS a General Contractor Grading or Earthwork Conlraclor D M Engineer HRS Charged(Sr1E III Contractor's Shift ConlraCOeb S ennlendnnt or Foreman HRS Charged ITRAVFL) r ,I Souicq and Descriplon of Fill/(J Material Supe nnlend ants Acknowledgment or A is�r�e HRS ar ry�Site Veil and Hours Wealher APPROXIMATE YAROAGE. D �1, C r fU,9n --- Tolal Roquvrvl {'Ucad Ilya Shill 101,111,1 Date Required Maximum FtlI Test .o1 \ Toll Tall l Ocaliun _eon Maximum Dry MOBIUre Dry Maximum Rumrly I Nunber Dantity a, Density Dry Dry bf✓M) h Itr ecu If Densey for Dens) V �lZ it 2 /iS c'2• 0 k.!_ S n SUPPLEMENTA Y REPORT Describe F� ( equipment used lot hauling,spreading,walenng,wnddioning and mrrpaciing,also report thir#nasn of the,and nurr4ar of rolkir up,;I - - G _ — air' /Y�[►Lle fL�-1 f� 14C?rte 4) IMT11" UA4 4?1>15 7'0/ IlIt"ge-r 4 COPY SENT TO CLIENT CONTINUED ON NEXT PAGE I yI 11110 1189 S� DANIES & MOORE WHITE -- OFFICE COPY YELLOW — FIELD BOOK COPY PINY. — CLIENT CONTACT COPY r-' Monitoring Fill or Backfill DAI L Y FIELD REPORT Job"°- Page M°nXonnp Fooling Excavations /C/. 01 C-.01— Client or Owner ! General Coirue r Report Sequence No., • zcyslz Grading or Earthwork Conlrader Weather Dale) Day of eek I .1 S 9 w ge Source and Deaaption of Fill Material Supenntendenle A�knowled menl of Sits Vied and Noun D 6 E pin r HRS Charged(SIT.) HRS Charged(TRAVEL) ryr �� C/ CL I t.� 3 uw C �: / t Cr �ZSZ2LfdC e _lV c JS(L4" lT—L�/ �1�c n ;n S Ul c� iYl xre— v Z44,- Lj)C,1�� L�A�cr �. ' Y- ds ei LDc.tT, /.0 S�u�c 5 .f G DI/��,b✓ �T ,9'!A /T 51 �CA-A_ [2 A f lea/1115 r IF mo 647 JlrTG L I / 114A. 9 01 69 DAMES &MOORE WHITE -OFFICE COPY YELLOW- FIELD BOOK COPY PINK-CLIENT'CONTACT COPY i Lam. t, M „v 3 TW 1569 f RAILING , REQUIRED 4_Tw 159.5 TW 19.5-) --TW 15q.0 LI PIS rIS4 ^may F FF►591\ lb /* IL of `` •�� \ � / � t I t fl YgC f �'� ,��( f is \ / tib/ hi jr r��l .-.., -� ►\ ,•''\ .,� � �`'�`'`•�.,� Ir��j „-.� .�:,'6'�d, �--,, �� l ter•? � , 40.wll�llv 4 ^' Monitoring FIN or Bac�hlt DAILY FIELD R E P O H T J�, .a�s- ' 5' Monitoring Footing Excavations PaQe ^ of v Job Locatio Client or Ocaner gwon Sequ nce No General Location of FIII purpose of Fill or Nature of Structure to be Supponed — Dals D of WeeM ' Genera lrador Grading or F.erthwurh Contractor D M F npinaor HNS Ch rgrq�ci f l onI " I Conlractor's ShM Contractors Sup ntendent or Foreman –44ITq Charged fTgAVf ll Source and Description of Fill Material Svpermtendenls Acknnwledpment ofA .s1�s irRS , JAJ Site Vwil And Hours Weather J . J APPR(%IMATE YAROAGI 910 -_�-- � Total FloquuM PlAced Ihis Shift r TotAl To Dale ��L✓c.r r�Y♦'j �/U[uT�avr S �(iG y /`a Xi Mc . � � -- --- — ' -L Required% IMaximum Fill Test .ol -- Number Test lest Location Flavallon M.10�um Density Dry Moiwaura Density MirDr rum Renu•ks Y Y Density lbs/cu n — Ihsrcu It. ,)nnsny - U, -Z6 13 �I �r 3 2 ,0 S. a R � C /-. 0-7. 2 fir t SUPPLEMF'NTA Y REPORT(Describe equipment used for hauling,spreading,watering,conditioning and compacting,also report thic#noss of lifts,and nurrtwr of roller Irps 44 L '6" X i ci�lsl i - --. alev 46 ZJ — — k� CJPY SENT TO CLIENT CON TINUFD ON NEXT PAGE r 14 10 1189 DAMES & MOORE I WHITE — OFFICE COPY YELLOW — FIELD BOOK COPY PINK - CLIENT CONTACT COPY r. tr 71 Job No. DAILY FIELD REPORTS Peg Job Locehe Client or Ownar Report Sequence No. General Location of F II Pu A"of Fill or Nature of Structure too be Supported Date Da of We � General ontrector Gredini or Earthwork Contractor Jo En ineer HRS Charge Contractor's ift Contractor's Superintendent or Foremen As s NRS Charged Source and,Descrip/J(�en of Fill Materials APPROXIMATE YARDAGE Total R*q'd.1 Placed this Shift Total To-Dote Maximum Test %of ' Test Ralarence Dry FIII Dry Mosimum _ Daily Report Number Test Locaton Elsvotinn Companion Density Moisture Density Dry Describing 1[1: Curve lbs./cu.lt, fir lbs./cu.It. Density Compaction o )7 03. 3 3_ /0e. v•t•/ — � e j a COPY SENT TO CLIENT ❑ CONTINUED ON NEXT PAGE ❑ 1)P7,J It•bE1 DAMES & MOORF Elio T b I In' 1 PK Monlloring Fill or Saakhll DAILY FIELD REPORT "°�-c�).�� • Monrlonnp Fooling Exea�-alone Paps d Job Local,o Client at Owner —�— Report Sequence No �. 1 General I. on Fill Purp�of Fill or Nature of Strudure!o Supported Date Day�.�Nrax General Contractor Grading oorr Farthworork Contractor D n neer / HRS Cofireclor'e'Shift Ccn!r°dors S ann erldenl or Foremen HRS Charged (TRAVEL l , 2 Lai- : 3D -1 ' Source. d Description of Fdl Ma nal Superintendents Acknowledgment of RS r . Sas Vlell and Hours 1LL— i s WAAlher -�-__ — ---- APPROXIMATE YARDAGE �✓ ✓�^ ' Iota[Raqurtnd Placed this Shift Total to DAIe r Required Maximum Fdl lest .or lest of Dry Dry Maximum I Number lest t-ocalion FT eVatIon Maximum Densily Moislure Density pry Renurlu; Dry % Density _bli X. ItErcu ff. DonAdy y - --3— — _ D• -d oL-L J r"Meion, 3 e 7 o � �M.2. t SUPPLEMENTARY REPORT rDea<albe equipment used for hauling,spreading,wafering,conditioning and cormadinp,also report thickness of lifts,end umbar of rolwr trips l a 71 1ACIS ----1b1--. 3 Jv, S C oxf16/ z4. t e ' r Z-Z t ) COPY SENT TO CI IENT CONTINUED ON NEXT PAGF L_1 I 114 10 1189 DAMF,S & MOOR-,-- WHITE OORtWHITE — OFFICE COPY YELLOW — FIELD BOOK COPY PINK -- CLIENT CONTACT COPY 14 N 7 1 I r \ IG2, I YL 1(041 , ��•/ }y'�''7jL1` Wm� Now- .i. rt Y �Y^ Monfloring Fill or Backfin DAILY FIELD REPORT ))N° _a C] Pape J Monitoring Footing E.cavatons Joh Loc Client or Owner �� — ReF»n Sequence Gan al Loc on of Fill Pur 6e of Fill a Nature of Structure I Supported 0 pay of Wxek 44. General Contraclor — Gradin or Earthwork Contractor gr D M E pi no, rIRS C eW fa (,' G� C�}(CP✓Gjn•� Cont actor's S iP r Conhad a.ups endent or Foreman 11 Charged 1THAVELt` 1 Source andDeep tion of Fill alenal Supennlenien s 4„known^ ment of Assi tans 1a RS Ch ed Site Veit an.,Nuure D APPROXIMATE YARDAGE, 101A1 Rrxlunnd Placed It"s Shift Total c fish. --- __ R%pled Maximum Fill 19e1 %al i obt Test I oaiLon Elevation M Dmum y Moi�s'we Iknad Ur Dry Ory Manmum Nulrtrer y Densd y y Hxntn kv Density �✓cu n Ilxrcu If :many ev _ ... _ Z d _ V210 — o� - �_ 0 -- - ?—Z4 n Z, ili �- j SUPPLEMENTARY HEPORT(Dxscrlbe equipment used for haullngLspreading.w ing conditioning and wrrtpadmp,ako rt INctmou of tins,and number of rollxr it I —_ — — fir r J[ e JL)rff � _ L�L_�� %1'J�' OC/� D/1 1��C� _�J6�P�(_,</L__r,Crc ••�C✓r� '� _—_ fosll �e�T O S 5Uj,ill?�_; –�ia'24'F� 0- _ 1 r - _ COPY SENT TOCLIFNI n CONTINUED ON NEXT PAGE J I IIA 10 11R9 i DAMES &. MOORE f WHITE --- OFFICE COPY YELLOW - FIELD BOOK COPY PINK - CLIENT CONTACT COPi' j P 4r ,I TW 15 c7 TW 15(o RAILIQG aEQUIr, 159 5 1 7W 1 .a 15 .5 154.5 ---^' �� `\ as .cF 4 ,0 v �'' :163 f 1 Monaoring Fill or 9ackfill DAILY FIELD REPORT J° NoS /.or, q Monsonng Fooling Excavations Papa f of Joh Loc - Qy� Cbent or Owner Repon Seq,.,F cs N° "/ L lienar 1 L Ion of Fd Purpose of Fill ar flature of 3lructura be Supoorten ale Da wooii General Conlrador Grading or Earthwork Contractor M E Inaar NRS Cr. �paC 1 7-I 't{ ccs /lk r�- G �` Ck c c,,A 7(� ) f Contractor's ShiftCoruill Superintendent or Foreman NRS Charged ITR - 1 O U J -- �- Source and Oescrlplon,�FIII Melenal S psrinlendenls Acknowledgment of As sta IrgS a,y f 5�ro 1Fn and flouts r weather ----�— APPROXIMATE YARDAGE ---------- r SC�n./t �/ �� ^ total RequulM Pox IX1 mis Shift IuI,U 10 [)..',4 RfMulred Maximum Test .of — - -- Tact Xol Dry Fill Dry Maximum Test Location Elevation MAx imum Moisture ril""wks 'S Nunbor y Densly D% ons. Dry / Density �cu It ltrsn:u If Danssy a SUPPLEMENTARY REPORT(Describe equipment used for hauling. m spreading,wa ring•eunditloning and copadmg, o r@Mrl thic*ness off/Illdfs,and nuns •of roll., fdpi L. ��CJa�tr� b � 4 i( —Jiq— Aoxx 114.1-1 j ZLCA 7Z dAlt / yG ,'��JeI �Cv,/L ,��1G� l�s eQ[Oclrll[rc� vi { —Lee /?a�70U�� ✓�a� �Lll� 9!2Q P— Afill /V JL COPY SENT TO CLIENT CONTINUED ON NEXT PAGE Ile lr 1 9 DAMES & MOORE i1 WHITE — OFFICE COPY YELLOW — FIELD BOOK COPY PINK — CLIENT COTITALT COPY ,rlY, I h " i 1 G-u'' '-, ,7:MV,,'s '�•?': ^.'T ,$: .1 i:; G .... J;;.;- ..�.,., ' G.... `t: v � .yd N'�r � ' ,M'.�Kfi 1 + ,-• "I�J"1'F . c 1 Tw 15 0 TW 15 0 � C8. 154;5 ,� vAr� 5 155 5 • __—•� _ \� OA19 ; ® ` xisnwq 1 p (wASNin/4 o Co�urr i +wryr 70 ' �? ` ■ FF Cot. 62 .�.E:"T '� f'U 1 i� LL (70 01 ( ,o ak±#wh'f u�. .:n{Yk,MSNam 5w*ww• k . Ai w t 1 �I<s�:'. � t ii 3 idt'�a��'e��i � ,F i''7 � �`. r c 5•r•: ,, �r+t�`", f rdi. , ✓ lir y; �°� •r. �� ±�;brr,� �i� i G;g�' ,�r,':,�k` of F� '` �"41tr,°ted,, lei`,.�`�� if tib�; �f - � al ` p a�i,�"�r QI48 "�'��7 �" �� i I � • • 4 , r y.: fMf TSI Monnoring Fill or Biti DAILY FIELD REPORT � EJMonitoringFooling Excavations ns of 1 Job Local ya�_ Client or Own Popoff Seouorce No �7 General L4"16n of Fill Purpose of Fill or Nature of Structure to be SupportedD to Day of .wI� CC v�� c _ '�' ncr Q` Goner Coniraclor Grading or Esrlhwo/rk Conbaclor D M vier HR, Zn. yS,IrFI Contractors Shi Contractor's SuporlMndorul or Foreman RR.. Chuped ITRAV(lI� 30 Source and Description of Fill Material Superintendents Acknowledgment of As lapis' f41" gp Silo Visit and Hours J Waalhor --- --. �1 !`6 e APPROXIMATE YARDAGE Total Reduuod P4xnd this Shift �Iul.0 To D.Ne --- b HaiMaximum Test %of _ lost Dry FIII Dry Maximum � Taslloralion Elevation Max11110m Moisture 11m,wks Nunber Dry Density % Density Dry Deny towcu,h Itc;cu It. Donssy __ x• dam.-- <,;. w - , - sf i j Ile- P-4 '- - ---- SUPPLEMENTARY REPORT(Des;vibe equipment used for ling,spreading,watering,conditioning and corpacling,also report thickness of lihs,and number of follow Irps) e-zj dr 4� file Al e- afa,07 14, COPY SENT TO CLIENT ❑ CONTINUED ON NEXT PAGE -� 114 10 1189 DAMES & MOORE I WHITE - OFFICE COPY YELLOW - FIELD BOOK COPY PINK - CLIENT CONTACT COPY I 111 fill"10 0-1 1 c.,,��o .�Af�,iwr p�;a'd5a�i, tee,. .;... � ',:.,. - :h1.. ,.� 1..•.;::. , . .,:,.. 1 .. 1 ',�r..� ,. TW 15 1'W 15 I _ TW 1569 t' RAILING nFG2Ul(?CC�_, - - - -_ - v15 9.5 71V 159fa 69 ..� .5 '�.1.,,•,,�� •��rl5ro SSS .�5 - __.._-_..--__� �_,,,�.j!r1 " • � FF 59lb ,2 01 O• ' ` '' r' JSY Pl V fi. 'Sat 4 O IX )) •`a-•• /. _ � - -� � r �� '� '�U apt' 12 r 41 Vill! Monitoring Ful or Baciddl DAILY FIELD REPORT J IN ❑ Papa Monitoring Fooling f.Gcavatoes , of Job LX Client or Owner Rayon Saqu nce No JCtZ ,C,Z Gene al I Ion of FAI Purpose orrill or Nature of Slrudurs lobe SupponadD e Day t Wca� •� G- v�1,4 f C General onlraclor Grading or Fanhwork Conloclor 0 6 M Engineer IIRS Cnv nd IST-I Contraclor'a Shift Contractor's upanntandonl or Foroman HRS Char(, HAVO I / Source and Description of Fill Malarial Superintendents Acknowledgmonl of Aslislanis I 4 C.harpga - ( Silo Voil and Hours AIrFrROXIMAIF YARDAGE — ----- -- - ✓ -� _ — Total Rmlw,wt Placed In,;';hot Total io Dalx-- �CL)a ia1 t t� d c 4 Tr�kO e- G An .eo ' — f -- _ — y�. Ragwred r�r N � r .ol Maximum {-iIl Teat �.of IrrSt Teel Location �Elnvallon Ma,.-mum Dry M010ura Dry MaGvnum grrn�lrke NurH�er Dry Density Density Dry ensd txJcv.fl Iba/tu d Domer, o , -- ./.. _r - -- v(• �crw•.. / 9 L J64- 2. / e-L 42'. I rr SUPPLEMENTARY RFFw)H7(Describe equipment used lot hauling,spreading,wafering,ctinditioning and contacting,alao rayon thickness of lift,and /numlxir of rotor Ill)% - A��_-�r� � r�•fir ��Cc,,s,e•�T— /�sra i"�.SC _- Gc-� --— - I. Crit c .r✓r c u, A� `cST/� /� Al gr,7 hAx 416. i Sc 1� G ficc6hlMo�� o�r�iv re,t, r'T,,' ,( a4 _��Cd�JLn snL!IrI COPY 9FNT TO CLIENT CONTINUED ON NEXT PA 114 10 1189 DAMES & MOORE WHITE — OFFICE COPY YELLOW — FIELD BOOK C PY PINK — 'LIENT CONTACT COPY i 1 i;,a ``i��`u4i•uC.c'.'•g, _. .,L..':av,. :.6.. .._.....,,,,..,�.x.�wzr•.�++w'�u"E�1�ik":�ik�ww..,,z•.,,...,. .,...,. . ,.d''a�r_4�14, .�... .,.s,w:..�i%i�YW i �4 w..,.......... .., ' i,,:._ ire+wae.wr�r�r..+a,�:v...v..vwx�,ww.�nsw>w�wr.�.nanw+sa�aw.vnswar.ewe..�-«w...�.no.....+.u,r�otinrsl n.wo+v+w.yew.�.e•-rw�anr-r�••t...••_...-. 159.0 r / TW 156o ' TVI 159 RAILI►JG .. �N 159.5 TW 119,5- 111i i � �..��~�-� � _.�_F•----� l �'" C •--`'\. � ,r�( C��\ � �`'� ,� � 159 .r�'"i ��''��`�-� � % /r• rJ INI �' �•A�� •�., 1+It .` � � ,v rte•' /,� �,�,v (�;,�. ;' f�U4k bt- ' ' G 77 / �,. � ` }�, ,�.�' :�` �� In .i �,� ./ - •�,j�,�Y ,, .ti�' �''_.._ l� r,'� •'� I•�y'/�' �. �� •'jt(� (`J•_.. ' �; �" I � I__ I�.`' 1 :I, 1�:,;� i;. � � Lam•'(��'Y 1,••�,., `v"►.",~•.°,� +r.\.\ � �r)�'�-�.%��%i�,�:� . /••,,' r+-, . ....y.r«wmpwpsMywni.vM,n,pNy.y.Y•\�>'.I'.dV'V W �..�...:-..,...... i,... S !1 + e41 � i. ❑ Moniloonp Fill or RACkhll DAILY FIELD REPORT Pape MonAonnp Fooling E¢avalrons of Clnnl r t7wngr General on a Report Sequence No \ i. Grading or F adhwork Conlrador k Weather r Dale Day of Week�y _ PKcGv iVl GJ�'}/1 C,� Source and()Wiphon of Fill Material Superintendents Aclu;owledpment of Silo Viatl and Hours D M Ir.ser HRS�t+ ad�E) I © I H Charpec (TRAVEL) f ■ l'c r 11L1 _ iN Sc_ ,fcA s jla fw-v-,�D O� 4 Ile ICA L4 w A07 ZLI)CI 3 -Z2 I C e /r T 6• / Q,a�►t S / � a u �v l 1 _-1sc—Ze, Ja l D Sy r �o '/'j y4A odllla.', e- 141(16-1,e IOnT.19�� a I'-tQ2� C Xc,0 Ja Tj-t� Sa17/ -- AY d A.�.-t, t C cf n �x,n. eJ a X, � xhlL� Clry, '&j /' CS G _ 2c/r- Ye i I L,/ N h N4 -,aly DAMES MOORE WHITE— OFFICE COPY YELLOW-- FIELD BOOK COPY PINK -CLIENT CONTACT COPY I Monilonng Fill or 6Lckt9l DAILY FIELD REPORT '°°"�SY( 6� g, Monitoring Fooling Escevalons Papa `7 Owl wi�ar Game Camra or Report Sequence No. Grad,n/ggof EEaarlhwoorrk_Conlractor WeMhsr G f Cats fhiy of Weok ?/ ern'- d aTAF f8C SOWEe and(Mevption or Fill Material Superintendents Ackn edgrnent of Site Visit and Noun ineer arged(SITE) HAS Charged(TRAVEL` f _ ,.-� r G �� _ ar✓ Cf i _ G //ir e— Za C_ /moo i i YI Ire)t ✓ l� C All , Y ,r —.fes 11�/YIzJ..err f� 0.01 _ all— ��C'�.-.e.+1� lour /tet' % - I : C - - ��h /�2a/E r-r l d1 SJR rra90189 RkMES & MOORE WHITE—OFFICE COPY YELLOW—FIELD POOK COPY PINK—CLIENT CONTACT COPY I l r ' Monitoring Fill of Backfin DAILY FIELD REPORT 'a; Irapa n MonAoitnp Fooling Exc Ione A Job,,pal n � Client orOwn Rapon Sequence No G- e Ge ,ral 1. %IK)n of Fi Purpose of Fill or Nature of Strucluwe Lithe Supported Date Uay of rYr",t General ontractor Grading Or Ea/rlh'work Conlractor M IT(1 (� C e ✓4_ri 1 Cont aclor's brunt Contractors Superintendent or Foreman r4RS Chargtxf I1HAV( Source and Description of Fill Material Supennlendente Aeknowle0pmenl 1 of Ae Is r x411Charged S Veil and Hours Weralher /// APPROXIMATE YARDAGE / �� // 9)U I7d P send Ili fl Shill J Total To DXtl lirC✓fiTlJ''t rbcs j L %%'Lr — �-- -- _ _�-- F. A uired Maximum Test .of %of Dry F'll pry Manmum iesl Test Location t19Vallon Maximum Moisture Hu"tl'lu N,Whet Densly a (7nnsey Dry ' Dry bs/ri4.A Its;,cu h Dense, Densis __ _ TZ— ta' Q L L k r• .� —t � _ 9 2 - Z ��-1�-— �. / v '/Af ITI 17 9UPPI EMENTARY REPORT(Deecrri Che equipment used Im hauling,spreading.ural ng.conditioning and �onnnpaC1i g,akn report Irue*Haas of lifts,and nurttwr of rolWr vps I or � r 2, 33 10-1 of —T d _Sir TT— __ .mss Y COPY SENT TO CLIENT CONTINUED ON NEXT PAGE ^e �yJ� 114.10 1189 DAMES 6i McNJizc WHITE — OFFICE COPY YELLOW — FIELD BOOK COPY PINK — CLIENT CONTACT COPY - try a Moing l or Saf.11 li r DAILY ..r+ +., FIE.rlL'. D f REPORT 7X— s !�MM + 1III Mm"+nnng Fooling Excavalons Page d � Job LOtalion Client or D*ner Report Seouence No , i / Oeneral Location of Fill Purpose of Fill or Nature of Strudure to be Supported pale DAy of WCar IL. VV General Contractor Orading or Euthworfx Contraclor D&M Engineer HRS Charged IS 1 r iConlredors Shift Contredors Superintendent or Foreman HAS Charged (TRAVEL) — --- Source and Uescrlpllon of Fill MAlenal Superintendents Acknowledgment of Assistants 7- ChargsKl _ Site Ven and Hours Weamar — —N J — APPROXIMATE YARDAGE • Total Rwquued Plecod this Snrt1 Tom[to Dw. — Required Maximum Fill To .of — — - Ieb last l Orahon levatlon M ximum Dry y Molshlre Dry Densly Mapryum Ilk I,Number Znsit Dry t,areu M Itarcu h Donsily Density --- -- t o SUPPI F=MENTARY REPORT(Desct be opulpmonl used Ick hauling,spreading,walering,conditioning And conpading,also report thickness of IMs,and nwrber of roller try)t;I of'// ?s v 74a., ".'14', a ca-r % 00 t —y"e k COPY SENT TO CLIENT CONTINUED ON NEXT PAGE 114 10 1189 DAMES & MOORE WHITE — OFFICE COPY YELLOW — FIELD BOOK COPY PINK — CLIENT CONTACT COPY i ,. AL.. o TW TW 1560 TW15Co° i :All_IF-I c; I 1591\ 155.5 I _ ) 11•'J � �••S�l• TWA ��F��;� X02. \ � � 1S•;�''�� ,�\,� r �;� �i v J ~'' �. 10 04 rel ��'" �� 1 \• � ..f:\ ,.(. �� I � �. �-r�'.�,''�•_'�''.•_. �.� /�� , oil A AWOL- iyf f i ♦1�4 N•M�/MwpNy v..- �f•+ // \, N It O i �� •!"� - • i/'! off• `V. yM �` 1119 �`/ <,�1b�► 'I�/' `' ,� •1627. . .-- ., ,` .�_ _ v h -.. '..' . ;n, �, 114All f ��`�•L�'�,_ _ -�/,(v�-/, Z,/,y o•acs'. �[h, / , it eff 110 PRE`3�ZEI E1QJnId'�fJ Ttll�%�cn ' i,r,` .• 1•w'.� ^w.ww'�rJJ1•. __.� �1,_ l_�•".�. '•-Y'� r��.'�� r �----.r ri y } w MonDAILY FIELD REPORTMonitoring Fill Fill or Back's:, } Monitoring Fooling Excavations Pape r Clwnl l7wner Caneral Canlr ar Report Sequence No Gradmg or Cadhwork Conlrador Weather 1 le ay o eek lr f3 Source and(ettaphon of Fill Material Sups. 'andlpnts Acknowledgment of Site Visit and Hour, D M n�°aar r8 Charged(S E) I HRS Charged(TRAVEL) Z �_ a'7Cr'"dd t � - r a 4s u/s _ r "1 ' tale,$ _ f MS'S Gf levr c°lsc4r-,- - jo117 L /�cse e r 1149 01 H4 DAMES &MOORE WHITE — OFFICE COPY YELLOW— FIELD BOOK COPY PINK —CLIENT CONTACT COPY f z � p T t'�, _ •, '' r t L�t,. ,.'r y �• w MrrryeYY}hri � t�-i;l�a) .. t�[t' Monitoring Fill or Backfill DAILY FIELD REPORT J �.CIO �l I Monitoring Fooling Excavations ens (Ld Job Locabc Client or Owner Rapon Sequence No� ' Gsn rat CobliDn of Fill Pur ITT it o'Nature of Slrutlu,e to he Supported Data Day or Gen6 1 Contractor Gradlnp or w1hwurk Contractor D M ng,nee, ,+RS Charged ISI EI 4 r C C (7 CU K C15intractori Shill Contractors Sunenntendent or Foreman HRS Charged II RAVEL) 1/ 7.'Ucj - ( 2 Source and Description of fill Material Superintendents Acknowledgment of Aa slant fiR S Charged Sole Ven and Hours 1 Weather r APPROXIMATE YARIIA(.;E ! O p f 1DIA'Required Placed,niS Shill 101.11TO natty ierjR%ofed Maximum Fill Test %of Tea Dry Dry Maximum Teat location Density Density Dry Elevatlon Maximum Mo,sluro Dry Hwnpl�i Nuntxer D , Densityryf 'cv.M Itra,cu h Density /10 Cj f SUPPLEMENTARY REPORT(Describe equipment used for hauling,spreading,W IWI conditioning and mmina(11 ,also report lhu;knesa of lifts,and nurltxel of roller Irps) , { r — ^!'`• '0" X,i��s� f�� lGir,Teo ' L2�' (/� I , Ar.7-eJ1 u •dry' _�.�— c�s r 9.5 , e� , __ ,. COPY SENT TO CLIENT CONTINUED ON NEXT PAGE f 11 10 11139 DAMES & MOORE WHITE — OFFICE COPY YELLOW — FIELD BOOK COPY PINK — CLIENT CONTACT COPT' I . Via; ti r I• � r � �'~ ... ^.r ._.. �_ I, ,\ rte...- '� . FF GV— ka s •7EIv1PORAR�' o .r, � � f' ��1._~ .,' ." FENCE Q 1Q AROU KJ0 MIN, i �r V)' FROM' —r k,. ', ` _�_=�.�� • '.162 ' �-.� � y� �•�;'� 'ice ` ' � \-. U ' 7 � "� �4 ��Jgi r ,t+'� I � �. •� � ,rte Ljys�E( ;,�>',a r C�'; �I rn S-,M(,n'1 F' � r t• � � �� '�I.t t. PU 110 . ly to �� `��t-•`k 211'^ I I I ' ' :.,+,� \` ^� \� V /�Q •\,f ' \�� •'��'• 170 T a..wr`......'+ ............ r i. _ — TW 156. AILING.„. REQUIRED . _ t 59 5Tw 1,59.5 1tilI 1�,�;,U 1 41 r 1 ' Al VAL r ! kD y ' / Yp le Nt P. r• I J ;• Monitoring Fill or Backfill DAILY FIELD REPORT s— Page 1 LJ Monitoring I ootmg Exravalons / / or Job Local io Cnent or Owner Report SDQQO'fa No 10 4 0- General L to of F 11 Purpoee erFill or Nature of Slrudure to be Supported D e Days �ti ars 1-15'zlwf� 4-1� i Goner I Conl(adof Grading or F.erthwork Contra or D M F eer r111S C �fpZ iT ( M, Corlrector•s Shr r Contradofs Suparintond t or Foroman NRS(.harped (T RAW I1 ,f Socrce and llescription of Fill r atonal Supennlendenls Acknowledgment or A s HAS C7•arg . Nu(f/V Jodi �—�—�— 6(— Silo von ane Hours 7 /v Wnaihar / .r ARPfX)I(IMATE YARDAGE. . Ssa'•^4 . 7Q r —total Rai ,rr1 i>uceOlnR Snnt 101,11 nate l.�/a-•�u� -�-_��aLc=..Tr any 4tc l�.�h��.'tT� ------ —_- _- Requited Maximum tiP Test %of Test %of Dry Dry MAXIMUM Teal Iocalion Elevalion Maximum Moisture Re^.ry I Numbertx�Dry Density Density Dry sitDevcu Il Ibarcu h (}rosily Ab 1 - - -- ,Z �Z o,o Z. Z.A ej z •� c � _�� _alt-i-- ---- d3 O SUPPLEMENTARY RFPORT(Describe equipment used lot hauling, spree d watering,o ndilioning and our padln Yco report thickness of lifts,and number of toner nps I c! CC/ G Ctt4l,O (s Q,40?11.2- t w Pl.,J - Ae oa7i,�✓l 13 _L1s ✓ QT -it's S //662c- 41-ew �9� l�►�CrcjG_ll��s G��ti �� X --4 t / [COPY SENT TO CLIENT CONTINUED ON NEV PAGE El X 114 10 1019 7ill' DAMES & M0011F WHITE -- OFFICE COPY YELLOW -- FIELD BOOK COPY PINK — CLIENT CONTACT COPY I rt • mm Sl r -bV- �"; or .� ;'.. ' n '� • i tom,•�� / ``..•..•/... ,.. 5 o ,� 1 - •v �' r11 L_'•: J �a 1�."l�T�j � .,/ � w' ! //`-. ter, j ( l _. . ,. fit Ci of Cy "��• �-�• .nom.. .. U /' , ��() n \��•. ,/ .�� .r:•. .. 15 J' 1 _- � r �1 jl�;a��.TJ� + ;r� 1 i 16IL •r� r'f /1��;�L11�14,¢ f1?i'�'�^�`�%1�rr• �� Glb` �. . . �.. _ i jl;, I �i/all- t:l 1, 1 t •- ( ! or ^y/'' J J `: .� ,./�•,,, •,\�(i� ^I r...»I '�1� 1~ri�l�ll"�jr....iral��Yl /� (i'r °; l kl.r�i'. !1• i •.' i - m, „`moi�•�r,�,�,"' SAO f t i' �'�x d�Y�r,„�f U'.y,�Fi9•"'^�r1S' , ,;x.,r,�� t!F ,.e�NNA!riak'fW'rlpar''tts� 'k 11. will r Monitoring Fitt or Boom, DAILY FIELD REPORTst- ❑ Page — MonAonng Footing Excavations Joh I.ocali 9n- Client or Uwn r Repos Sepu rice No �A 1�l Genera Location of Fill Purpoatol Fill or Nature of Struclure to be Supported Date Day of We 'd. General Conlrxi Grading or Eanhwotk Contractor ` D M Fnpinper efRS .Yg FSITEI Contractor's Shift Conlradors Supenntandent or Foreman H 5 Cnargptl (TRAVEL` C7 ��.c�.= iG�/r, 2 � Source an Description of Fill Malarial Superintendents Acknowlodgmenl of As stems — ItRS Ch�xg Sale Veil and Hours T- -Wgaingr o APPROXIMATF YARDAGE Total Repulrod PLr'IN1 Oils ShAI Total Ill DA1.4 —� _- Required Maximum --_--� x of [Ill Test .of Test Test Icration Flovalion Maximum Dry y Moisture Onstad MaDr mm 17unwl�s Hasher Dry Density Y Y _ DensityIbNc.IT Ibsicu R. Density oil SUPPLEMENTARY REPORT(Describe equipment used for hauling,spreading,watering,conditioning and ding,also report thickness of h and nunber of toter Irps f r- X G W ti 0- lid,cit .rl f Y 1s/E'(� y �✓u 1 ii4Cc d/Cil �C UY Gi SCC a ,�1—� o''- �,--A',,1.��G✓�(( dl d U a/"r-, rO"'t O u , JG Cf,�r�l e .S e �dr OCA G _ ail OA e �— ^�° 1 � y�� C y�K �G�N6Jiyns - COPY SENT TO CLIENT CONTINUEDOAK;). ExT AGE 114 10 II89 DAMES & MOORE WHITE — OFFICE COP YELLOW — FIELD 600COPY PINK — CLIENT CONTACT COPY I t� 1 7 I AILIF.iG RFQUIRED�\ EL. 1470 ;' AREA' DRA1h1 IWLE.f DQU5LE GR�T1 g° 15 4.0 7w 159.5v {= R DT L. J i •: �" �.'�: \.,, .I ,. `� \• �. -� , 'I: ,. ,.10aYy O .:� y'L.ZOL1 RIP-RSP.: iS'/'TI4ICK LA`s ECZ END UP.-TE v�V✓.',' OPE.IN TNE•'GU(LY FILL' 14 14 A tl"� (/!`6 f i '" , ,! ,JL. ^`�`. l','�' T� � .IV ' r'r j `� ,� e' • X15/• - _ � ./��J /� :"t 59 Geo �:�` 1 ,1L ;its r r � ,-•..� �'�,.. f .—•—. !� •� ' •��, v�, /'��/i��.�I` � tom' • �(pL � ° .� C ,'rt �• �. �I [�� .lL� / /', (\i ill rr .•I�:d,A/ _-� �' a e. ,.J M . er Y MLMORANDUM CITY OF TIGARD, OREGON 1 TO: File FROM: John Acker 1 DATE: September 7, 1993 • SUBJECT: Parks SDC for Gramor Development, Inc. Main Street Apartment project (SDR 92-0022) Gramor has stated its intention to construct a pedestrian path in addition to the path required as a condition of development. rhe additional path is proposod to connect, by bridge, over Fanno Creek to a path scheduled to be built by the City on the shoulder of Ash Street east of Fanno Creek. The City has agreed to reimburse the developer an amount equal to the Parks system development charge or the actual construction cost, whichever is less. Thai Project Manager for Gramor Development is David Copenhaver. e { h ar September 3, 1993 v Mr. Brian Frank Y�lNC0AP0RATEO, Keyway National Corporation A R c H l r E c r s r P.c. y 14045 SE 215th Court Architecture Boring, OR 97009 Planning 1 I l Urban Deelpn Re: Villate at Fanno Creek "' (�() !"'-'f-4 ? • �;rix a, , f ..._,.,,. , �/4;r�IFY4R0.ri•rrmnMuµ ... ... ...... .. .. ... .....,.,.rr.r.we.4rri,..NM11111MYhfiFQjN�kQhM7VEa}.} 1R4�'�C�t9?'ghlN�('w4l ttNrn,#7NWn,...w.r*n r, ,.:...n.,ywa,:ut"fn4Mlie,Mla4IN� .. 7YOe August 16, 1993 RECEIVED AUG 1 9 1993 Mr. Mark Burrows COMMUN11Y UEVELOPMENI Building Department City of Tigard 13125 SW Hall Boulevard 't N C OR PO RAT ED Tigard, OR 97223 ARCHITECTS, P.C. 1 Re: Villaee at )Fenno Creek Apartments - Plan Check # 7-8C Architecture Building Plan Review Planning Urban Design Dear Mark: Development Services � Landscape Architecture i The items below are for clarification of the outstanding issues discussed in the Civil Engineering Plan Review meeting this morning. The additions and modifications noted on the ltanaportdtlon permit sets will be made to the drawings prior to construction. Environmental Services Water Resources • Additional smoke detectors will be added at unit types C and D in Surveying hallway adjacent to bedroom. At unit type F, two smoke detectors were shown at each end of hallway. It was determined that only one detector is required located in hallway at midpoint between bedrooms. Construction drawings to be revised to reflect these changes. • The revised drawings indicated self-closers to be provided at the 1 hour door locations separating R-1 and M occupancies. Mark Burrows indicated that two spring loaded self-closing hinges at each 1 hour door would be sufficient. Construction drawings to be revised as such. k The detail for the 1 hour rated joist space (detail 12/A-29) to be j revised to show entire joist space wrapped in 5/8" type Y gypsum board. Currently, 5/8" type V gypsum board is shown only at underside of plywood floor sheathing. • The following note to be added to door schedule of Recreation building, sheet R-6: Door No,102 to have locking lever handle and a sign on door to read "This door to remain unlocked during business hours." (Per U.B,C. section 3304 (c) exception 1,) I appreciate your cooperation in resolving the code related items and in expediting the building Plan Review. If you have any further questions, please do not hesitate to call. Sincerely, Mike Morton OTAK Architects, P.C. 173559 W.Boone"Ferry Road Lake Oswego,Oregon 87035 CC: Dean Sorennon; Gramor Development (509)635.3"15 Fey(503)635-5985 Brian Frank; Keyway Corporation 820 Kirkland Way,0100 MM: mb Kirkland,Weehinglon 90M .003 (208)822.414" Fax(208)827-8577 .V ; arrwxewaa�eu�m"rx. s August 13, 1993 CITY OF TIGARD , OREGON Dean Sorensen i Gramor Development 9895 SE Sunnyside Road, Suite P Clackamas, OR 97015 Project: Village at Fanno Creek Apartments 12620 SW Main Street Subject: Building Plan Review ( 1991 UBC with Oregon Amendments) Pursuant to our conversation with the structural engineer on August 6, 1993, regarding the apartment buildings, the following structural corrections are noted: 'z 1. Provide shear transfer details to address all typical roof and floor situations, exterior and interior (sheet A23) . Specific details will be required at the low roof over garage and beam below (1/A24) , and the two-ho_xr interior wall (3/A22) . .: 2. Call the product (or equivalent) and minimum embedment at the expansion bolts used at detail 2/A23. 3. Call the structural depth of verticle steel at the retaining wall detailed on 2/A24. Concerns regarding the lateral force resisting system for the recreation building have been noted. Please have the structural engineer contact David Scott to meet and discuss these concerns. Building permits are approved subject to the review and approval of the concerns listed above. If you have any questions or concerns, please do not hesitate to call. Sincerely, Mark Burrows Plans Examiner FAX (503) 684-7297 i 13125 SW Hall Blvd., Tigard, OR 97223 (513) .539-4171 TDD (503) 684-2772 --- ------ - . t _. i i August 12, 1993 Mr. Mark Burrows Building Department I M C O RPO R ATE D, , City ofINgard ARCHITECTS, P.C. 13125 SW Hall Boulevard Tigard, OR 97223 Architecture Planning Re: Villatle at F anno Creek Apartments - Plan Check #t 7-8C _ urban Design Building Plan Review Development Services 40 Landscape Architecture Dear Mark: Civil Engineering Transportation The following list of items are in response to your Plan Review comments dated Environmental Services 8/3/93. The item numbers below correspond to the numbers in the list of Plan Water Resources Review items. Surveying h Item No. 1 - Guardrail detail was revised to indicate 4" dimension between horizontal rails. Reference detail 7/A-28, Item No. 2 - (2) van accessible spaces with 8'-0" aisles were added to the site reference plan, sheet A-0. Reference detail 11/A-30 for typical handicap parking stall. Reference detail 12/A-30 for typical handicap parking sign detail. Item No. 3 - Roof truss deaign calculations to be submitted by truss manufacturer at it later date. Manufacturer not yet selected by owner. Item No. 4 - Permit drawings for swimming pool to be submitted at a later date by pool subcontractor. Item No, 5 - Calculatio:as for the design of rock retaining wall at east side of building #18 to be submitted at a later date by subcontractor. r Item No. 6 - Reference roof framing notes on sheets A-9, A-13, and A-18 for revision to trusses that receive gypsum wallboard. Item No. 7 - Reference sheets A-9, A-13, A-15, A-18 and A-20 for revisions to roof framing and roof plans to provide complete separation of building. Also reference revisions to building sections, sheet. A-25 and wall section 3/A-22. Item No_8 - Additional smoke detectors were added to all bedrooms per U.B.C. section 1210 (a) 3 and 4. Reference sheets A-33 and A- 34. Item No. 9 - Reference note added to Door Schedule on sheet R-6 for panic hardware to be installed on all exit doors except at main entry. Item No. 10 - Plumbing plans for each building and mechanical plans for 17365 9.W Booms Ferry Road recreation building to be issued at A later date by Like Orrv+^ua Oregon 07036 subcontractors. (Per conversation with David Scott, Building (603)835-3818 Official at the City of Tigard.) Fix(503)8355388 8.70 Kirkland Way,0100 Kirkland,Wxahinpron 88033 4%)827-4446 Fu(20N)827.9577 A r 1 �ra -.�Eh � J Yi� y •: t y „.,, r... .,m,_.... ,;, +a.+,�,,•q'..... ”, .:: 0,;.. r. -t ,. '� �r,i::;.'vy, rY„w+', ,,�,s• _n., y u.��fr:+ R!�r, " !WM11vw.....,..k..�a+,rN.Y.nww�r..,..,..... ..,. ,: Ko• •wt•,••eryq�q�A,'.E9y�kYM7YWIM'AMRIIAM}AtYaaMn.wMu,"u.,..., p 9 Mark Burrows Page 2 {, City of Tigard August 12, 1993 Item No. 1.1 All dimensions noting top of handrail height have been revised to read "34-38" inches above nosing of treads and landings. Reference sht:gts A-26, A-27, A-28, A-29 and A-30. Item No.12 - Fireplace opening is less than 6 square feet, therefore no revision is necessary for hearth extension. Reference attached copy or manufacturer's specifications. Item No. 13 - Dcors within one-hour fire resistive construction occurring between R-1 and M occupancies revised to be 1 hour rated doors with self-closors. The structural items noted to be addressed by structural engineer as discussed with David ScoU. Ttir Qngineer was unavailable at the time of the resubmittal, but will respond to issues when he returns on 8/16/93. In addition to the items noted in the Plan Review comments, revisions were made to the window sizes in the type A and type B units. It was discovered that the windows in the A3, A4 and 132 units did not meet the egress requirements and , also the light and ventilation requirements of the U.B.C. Reference revisions to sheets A-2 and A-3. " Also, the kitchen windows at the type C and type D units were -evised to 2'-6" x T-0" and shifted location away from stairway so that it was a minimum of 10'-0" from adjacent stairway, therefore the windows are not required to be fire rated. Permit drawings dated 6/16/93 indicated lire alarm systems to be installed. Per �•, `" Section 1211 of the U.B.C., fire alarm systems are required for buildings three or more stories in height or containing 16 or more units. Since the largest building in the project is 15 units, fire alarm systems are not required. Reference cover { sheet, sheet CS for deletion of note pertaining to fire alarm systems. OTAK has made every effort to respond to the issues mentioned above and to {. conform to the applicable code requirements. If you have any further questions, please do not hesitate to call j Sincerely, Mike Morton OTAK Architects, P.C. MM: mb .002 } { k ` 1 s ' August 3, 1993 CITY OF TIGARD Mike Morton OREGON OTAR Architects 17355 SW Boones Ferry toad Lake Oswego, OR 97035 �) a Projects Village at Fanno Creek Apts.- Plan Check #7-8C 12620 SW Main Street Subjects Building Plan Review (1991 UBC with Oregon Amendments) The plans for this project were reviewed for conformity with applicable codes. Please submit the following items for completion of the plan review process at your earliest convenience: 1. All open guardrails (handrails) shall have intermediate rails such that a sphere 4 inches in diameter cannot pass through (section 1712(a) ) . For example, see detail 7/A- 28. 2. One in eight accessible parking spaces, but not less than one, shall be servrad by an access aisle 96 inches wide minimum and shall be designated van accessible (Table 31- A, figure 9, and section 3104(g)2B) . Also, please submit a typical sign detail for the handicapped parking stalls. i 3. Submit truss designs for review. i 4. Separate permits are required for the swimming pool which can be submitted at a later date. 5. Submit engineered stamped plans and calculations for the rock retaining wall located at the east side of building #18. 6. Trusses inside the two.-hour area-separation walls to have furring strips at 16 inches on center for nailing of the 3 gypsum board for compliance with the assembly requirements of Chapter 25. 7. A typical note on the roof plan for the 8, 12, and 15 unit buildings says, "Wall built on top of main roof sheathing below. " Area separation walls shall provide a complete separation (from the foundation to the roof) j (section 505(f) ) . Also, area separation walls to extend to the outside walls of the garages. Please provide a , typical detail at the lower roofs of the garages for two- hour area-separations. 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 ---- ( y, 1! 8. Provide smoke detectors per section 1210(a)3 and 4 . 9. Since the recreation building is an A-3 occupancy with an occupant load of more than 50, panic hardware is required i on all exit doors except the main exit as per the exception (section 3317(d) ) . E 10. Submit plumbing plans for each building and mechanical plans for the recreation building. 11. The top of handrails and handrail extensions shall be placed not less than 34 inches or more than 38 inches above the nosing of treads and landings (section 3306(j ) ) . See detail 9/A-30. . . 12 . If the fireplace opening is 6 square feet or larger, the hearth extension shall extend at least 20 inches in front of, and at least 12 inches beyond each side of the fireplace opening (section 3707(m) ) . The alternative is to follow the manufactures specifications for installation. Please submit the manufactures specifications for the metal fireplaces. 13. One-hour occupancy separations between R-1 and M to be one-hour fire-resistive construction with one-hoar self- closing doors. Pursuant to our conversation with the structural engineer on August 6, 1993, regarding the apartment buildings, the following structural corrections are noted: 1. Provide shear transfer details to address all typical roof and floor situations, exterior and interior (sheet A23) . Specific details will be required at the low roof over garage and beam below (1/A24) , and the two-hour interior. wall (3/A22) . 2 . Call the product (or equivalent) and minimum embedment at the expansion bolts used at detail 2/A23. 3. Call the structural depth of verticle steel at the retaining all detailed on 2/A24 . Concerns regarding the lateral force resisting system for the recreation building have been noted. Please have the structural engineer contact David Scott to meet and discuss these concerns. Please make these corrections on the appropriate pages of the drawings and resubmit 3 copies of each page to the City of Tigard for review. If you have any questions or concerns, please do not hesitate to call. y rt rr.'yw v111�,y�' .y[�y.I/.Tp{ y,�yy` 1�`} S �V. •#Ir F y, •, '''yyy i� ,f. lyp,'�.:y;�{� •.i..�` l" ��.''FP(� i,l.�u� �` ,n'• •'�S.S.� �`11a." �9��r.. ;�� i �� 'YY�'x�W.r.ilt.�o;. v, •rt � �� I I I Y i 4�+ 4 R I +: 1 `MI i M- i'IR.IM4y'nSi.� a .,..oK.i46.+N1�- 'K--ki .uY. w,{4��e 1M+,.i1' .•M �i-� �MW r .iM"IM'' I �+1114a �. WX rI } August 2, 1993 Ir,. Mr. Mark Burrows } Building Department City of Tigard INCORPORATED, I 13125 SW Ball Boulevard A p c H I T E C T t3. P.c. Tigard, OR 97223 Architecture Re: Village at Fanno Creek Park Planning Project Number L4275.A02 urban Design Development Services Dear:'/lark: Landscapo Architecture • Civil Engineering The following is a duplicate of the information I faxed to you this morning: Transportation Envlronrhental Services VILLAGE AT FANNO CREEK PARK Water Resources Surveying Building Square Footaae Calculations Building Type 1: (2) A Unite @ 1104 = 2208 s.f, (2) B Units Cril 1.262 = 2524 s.f. (2) C Unite @ 1096 = 2192 s.f. (2) D Units @ 773 = 1546 s.f. Total: Building Type 1 = 8,470 s.f. j Building Type It (4) A Units @ 11104 = 4416 s.f. U (2) B Unite @ ]1262 = 2524 sT (2) C Units @ 1.096 = 2192 s.f (4) D Unite @ '773 = 3092 s.f. Total: Building Type II = 12,224 s.f. i Buiding Type III: 1 (4) A Units @ 1104 = 44.16 s.f. (2) B Units @ 1262 = 25M s.f. (2) C Units @ 1096 = 2192 sT (4) D Units @ 773 = 3092 sT (2) E Unite @ 1080 = 2160 sT (1) F Units @ 1.013 = 1013 s.f. Total: Building Type III = 15,397 s.f. h If you have any questiot,s, please call me. Sincerely, 4 / Romeo QW BuFMry Road Leke Oeweg0.Oregon 07036 16091 635-3618 Mike Morton Fax(6031 635.6985 MM:jb 620 Kirkland Way,0100 0111 Kirkland,Washington 86033 (goa)622-4446 s Fax(206)621 957' 1 i G I _ 1• _ f F • J K. r.e 1 IN. 0 ru REPORT GEOTECHNICAL INVESTIGATION PROPOSED MAIN STREET APARTMENTS MAIN STREET AND PACIFIC HIGHWAY WEST TIGARD, OREGON FOR GRAMOR DEVELOPMENT I DECEMBER 22, 1992 ' JOB #21541-004-041 DAMES &. MOORE 1 f� r z ' S r� V DAMES & MOORE l 1750 S.W. HARBOR WAY, SUITE 400, PORTLAND, OREGON 97201 1 (503)228-7688 FAX: (503)223-6083 �r I December 22, 1992 r x Mr. Dean Sorensen Gramor Development 9895 S.E. Sunnyside Road, Suite P ,w Clackamas, Oregon 97015 , ■ g . Report 3 � Geotechnical Investigation Proposed Main Street Apartments ■ Pacific Highway West and.Main Street Tigard Oregon h«� Dear Mr. Sorensen: Transmitted herewith are four copies of our report entitled "Geotechnical Investigation, Proposed Main Street Apartments, Pacific Highway West and Main Street, Tigard, Oregon." The scope of our investigation is outlined in our proposal dated October 27, 1992, and included additional exploration as requested by your office midway through our field ... exploration program. `JA. During the course of our investigation we have maintained close contact with your office and with representatives of OTAK, the project civil engineer, and have provided interim recom- mendations as information became available. These recommendations, along with supporting information, are formally documented in this report. r We appreciate this opportunity to be of service. If you have any questions or require �.� additional information, please call. Very truly yours, N � e ` AMBS & M ORR 14,614 4r. k Cj James W. hnson, P.E. Associat At K.F.It ti� D uglas R. Schwarm y Project Engineer 1 cc: OTAK - Mr. Tom Hammond !` ( I C)I'I J(J 'V)RI.11WIDE f ..., 5 :..:. v; s TABLE OF CONTENTS INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 l PROJECT DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 ; jSCOPE OF SERVICES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . SITE CONDITIONS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 SURFACE 2 `.� SUBSURFACE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 I � LABORATORY TESTING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 �•! RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 EARTHWORK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Clearing, Grubbing and Stripping 6 Removal of Existing Fill Soils . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 ; Excavation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Dewatering 7 i Compressible Surface Soils . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Fill Placement and Compaction . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Cut and Fill Slopes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 Surface Protection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 FOUNDATION SUPPORT . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . 9 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 Allowable Bearing Pressures . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 Foundation Settlement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 Lateral Resistance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Pole Foundations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1: Floor Slab Support . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Lateral Earth Pressures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 PAVEMENT SECTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 ADDITIONAL RECOMMENDA'T'IONS . . . . . . . . . . . . . . . . . . . . . . . . . 13 Culvert Construction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Wet Weather Construction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 w Surface Drainage and Lot Maintenance . . . . . . . . . . . . . . . . . . . . . . 14 CONSTRUCTION MONITORING AND TESTING . . . . . . . . . . . . . . . . . . . . . . . 14 CLOSURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 Appendix A - Subsurface Exploration Appendix B - Laboratory Testing g DAMES 6t. MOORE ��«i ,..,.�rron�U'tltY i Y.vrkr.. •r+ 4 1� : e � 1 ' INTRODUCTION This report presents the results of our geotechnical investigation for the proposed develop- ment of the Main Street Apartments project in Tigard, Oregon. The general site location, relative to existing topographic features, is shown on Figure 1. O-lr scope of services included subsurface investigation, laboratory testing, data analysis, and q preparation of design and construction recommendations for the proposed development. This report presents the results of our investigation, and our findings, conclusions, and recommen- dations pertinent to design and constniction. 1 PROTECT DESCRIPTION Based on our review of the preliminary grading plan provided by OTAK, we understand that proposed construction includes approximately 218 rental units in 26 2- and 3-story structures, a pool and clubhouse, paved access roads and parking areas, two culvert bridges, parking area covers, and other miscellaneous structures. Level building pads will be constructed with maximum cut and fill depths of about 10 and 8 feet, respectively. Both cut and fill slopes P r are planned, and some of the buildings will be constructed as "daylight" units with basement r� foundation walls on one side up to 8 feet high. Current grading plans indicate that balanced earthwork is planned, requiring little import or export of structural fill material. We understand that all structures will be of wood-frame construction with drywall interior and wood siding exterior walls. Buildings will be founded on conventional shallow perimeter footings with slab-on-grade interior floors. We anticipate that foundation loads will be typical for this type of construction. The pool excavation will probably be less than 6 feet, and a cast-in-place concrete pool lining will be placed. Parking area covers will probably be P supported by pole-type foundations. Pavement sections will be comprised of asphaltic concrete placed over :a crushed rock base. The culvert bridges will both be relatively short, a with a maximum span of less than 10 feet. Wetland areas have been identified by others on portions of the property. We understand that some of the planned grading is intended to fill existing wetlands and create an approved l s21541-01.12 ,• I DAMES & MOORE u. , vawi 7,11 jarea of new wetland at a location more favorable for the planned development. At the time of our investigation, disturbance of the designated wetland areas was not permitted. These areas were therefore not explored and are not specifically addressed in this report. M=� l py SCOPE OF SERVICES ,. The purpose of our investigation is to provide design and construction recommendations for the proposed development. Our scope of services has included the following: • Review of a previous geotechnical investigation performed on the site, geologic maps, xt and other available reference materials. t.2; Subsurface investigation consisting of excavation, logging, and sampling four drilled borings and 13 backhoe test pits on the site. The subsurface investigation is de- scribed, and boring logs are presented, in Appendix A. l r^, • Laboratory testing of selected samples to evaluate the engineering characteristics of w..i the on-site soils. Tests included in-situ moisture content and dry density, direct shear, r consolidation, and laboratory maximum dry density. Test procedures are described, i and results are presented, in Appendix B. f"� • Engineering analysis of the data obtained, and preparation of design and construction s recommendations for the planned construction. .-, 1 • Preparation of this report presenting the results of this investigation and our findings, � p P conclusions, and recommendations regarding the planned construction. SITE CONDITIONS La SURFACE As shown on Figure 2, the site includes approximately 16.8 acres of essentially undeveloped r.., land near downtown Tigard, Oregon. The site is bounded on the northeast by Fanno Creek 521541-01.12 - 2 - DAMES & MOORE 1 4yrxrr wdE�k�.9�t e• �z�{ a ' �e,�xt:4'a,y•m.d6bn»Aub"hAktk<)t5,in:._`.. .r,x.-r C'uwuYrri'.�y, ar+cs�.gd 'f ;. 11 t I i and existing commercial buildings, on the southwest by two apartment complexes and some single-family residences, on the southeast by Ash Street, and on the northwest by Main Street and Pacific Highway West. The site is essentially undeveloped, although a few structures are present within site bound- J aries. Asphaltic concrete paving and a building foundation were observed near the north corner of the site. The structure which previously occupied the foundation has been demolished and and removed from the site. A barn and shed were observed near the south corner of the site, although both are in disrepair and appear abandonefl. Other evidence of a previous development, including pavements, foundations, and an abandoned swimming pool, was observed along the northwestern property boundary. A separate residential property ,.� extends into the site area from Ash Street. This property includes a driveway and single- family residence, and is apparently not included in the proposed development. Underground utilities identified by the principal utility owners consist of a single 8-inch diameter sanitary y . sewer which traverses the western portion of the lot. The site includes two drainage channels, which flow from southwest to northeast and divide i the site into approximate thirds. The northwestern channel is generally dry except during periods of rainfall, whereas the southeastern channel appears to flow on a more constant basis. Roth channels outlet into Fanno Creek, on the northeastern property bo-indary. Surface elevations on the site range from approximately 174 feet above Mean Sea Level (MSL) near the center of the southwest boundary to approximately 144 feet MSL near the east corner. The northwest and southeast thirds of the site are relatively level, sloping gently down toward Fanno Creek. The central third of the site is dominated by a ridge which slopes down towards the creek. Significant steep slopes were not observed on the site, •w 1 except for the southeastern channel side slopes, which are up to about 5 to 7 feet high and essentially vertical in phi Vegetation on the site vane from low grasses and shrubs to stands of mature trees. Dense l vegetation, consisting primarily of blackberry bushes, was observed in several areas including the top of the ridge and on the southern corner of the property. Designated 521541-01.12 - 3 - 4 1 L UAMFS S, Mfll)RE I 'i • 1 Fa � 1 wetlands areas are reported by others in the two drainage channels and near the southeast edge of the site. SUBSURFACE Subsurface conditions at the site were explored by mean,,, of drilling four borings and digging 13 exploratory test pits at the ap, roximate locations as sh-)wn on Figure 2. A more detailed j description of the field exploration program and the boring and test pit logs are presented in Appendix A. Boring logs from a previous investigation conducted by Dames & Moorc on a • r"1 portion of the site are also presented in Appendix A. The general subsurface conditions encountered in our excavations are described below. j 1. P.. I The site is mantled by a laver of topsoil with abundant rootlets and organics. This material is relatively soft and compressible. Minor thicknesses of fill were encountered in excava- tions near previous development. These fills included significant amounts of rubble and �+ debris. The topsoil and fill is typically under'ain by three types of native soil deposits. Soil r7 ' units consist of brown sandy silt - underlain b i light brown silty sand underlain, in turn, by gray and blue-gray silty sand and sand. The Layer thicknesses varied across the site, and the lower gray material was not encountered in all excavations. These three materials were generally stiff or medium dense, and have relatively high strength and moderate to low compressibility characteristics. Groundwater was encountered in many of our excavations, typically between 5 and 7 feet below existing grade. Gruun&,,,ater was encountered at approximately 1'j4 feet below grade s in Test Pits 12 and 13, excavated near the northwestern drainage channel. Surface water was : observed in the drainage channels and in the wetland areas. In general, a_-•eas with surface water were observed to be very soft and compressible in the upper few feet. Very soft, saturated soils were also observed north of the existing barn, and may be present in other areas of the site. s21541-01.12 - 4 - 1 DAMES&MOOKE .1t1�+•"" .... ,yo-.,^A Mti� �af!�lb'1i `'`�,;.�9FiF,TC,iy�p '!'�"� r".,.. fg El i r LABORATORY TESTING N The engineering characteristics of the soils encountered in our excavations were evaluated by laboratory testing. Tests included in-situ moisture content and dry density, direct shear, and i consolidation. Laboratory test procedures are described, and results presented, in Appen- dix B. 1 CONCLUSIONS + �; Based on the results of our subsurface exploration, laboratory testing, and analyses, it is our opinion that the prui.nsed site development is feasible from a geotechnical standpoint using conventional shallow fount,tions for building support. Significant site conditions which may 1. affect design and construction of the Facility include the following: i A • The site is generally mantled by a layer of compressible topsoil with local areas of observed to be less than about 8 inches existing fill. The topsoil layer was generally � required prior to site grading activities. thick. Stripping of topsoil will be ` • The native soils, consisting primarily of brown sandy silt and light brown silty sand, are generally suitable for support of the building foundations. However, areas of very soft, saturated soils were observed on the south porti-In. of the site and likely are present within the wetland areas. Overexcavation and replacement with compacted fill will be required in order to reduce potential settlements to within strucriral tolerances. • The materials encountered in our excavations, aside from the organic topsoil and debris materials, should be generally suitable for use as compacted fill. The materials j are moderately sensitive to moisture ^cntent, and compaction will likely be difficult or unachievable curing wet-weather conditions. y • Surface water and near-surface groundwater exist on the sit-, and will probably affect the planned grading. Variations in groundwater elevation may occur due to rainfall, irrigation, and other factors not evident at the time of this investigation. ' 521541401.12 - 5 - te ti B !rY T y' j I � RECOMMENDATIONS Based on the results of our study, we recommend that the planned ,tructures be supported on convent;mal shallow perimeter footings and that interior floor slabs be supported on a p crushed rock base laced on native or compacted fill materials. On-site materials should be r � suitable for use as compacted fill, given proper moisture conditions. The following sections of this report present recommendations for site preparation, foundation support, and paving. 1 EARTHWORK 1 lie ring, Grubbing and .Stripping ��ction and stripped of debris Prior to grading, the site should be cleared of surface ob.,t. s pped brush, and vegetation. Tree stumps should be completely re.noved, as well as all roots j' larger than 1-inch diameter. Any existing utilities should be protected or demolished and removed from the site. Materials generated from clearing operations should be removed from the site and disposed of in qui approved dump site. +low i J All organic topsoil materials should be stripped and removed from thv,- site, or stockpiled for i7 subsequent landscaping, prior to grading activities. We anticipate flat stripping of about 1 S inches will gerierally be required. Howeve stripping to greater oepths may be required in some areas. 1 r� Removal of Existing Fill Soils,.,- 1 Exploratory ry excavations performed by Dames & Moore encountered isolated zones of fill i clear previously developed portions of tl,e site. These materials are generally compressible and not suitable for support of the planned development. We recommend that all fill soils be Nn, completely removed doom to the brown overburden soil. Based on the conditions enceun- `'1 tered in our excavations, we estimate that the depth of removal will be up to abc.,ut 4 or more l feet below existing grades in ',he vicinity of Test. Pit 4. Other zones of existing fill materials •.� w01 likely be encountered. i u S21541-01.12 - 6 - Dn\tEs & MOORE ILI 'd PM11i rY 'Md�illRgMteMw:be+^.,nMNwuw...... •.w:a*:rHeiN7N�1 i t •,rye, 1 r+ i 77 J Excavation ' I Excavation within the topsoil, fiL, and native soil deposits should be achievable usir.g I conventional heavy earthmoving equipment in proper working condition. No significant rock or oversized materials were encountered in our exploratory excavations. Our analysis indicates that excavations with vertical sideslopes should stand unsupported up - to 7 or 8 feet high. Excavations should be laid back or properly shored in accordance with s ii local and federal regulations if workers are required to enter. We recommend that temporary basement wall cuts in undisturbed native soils be inclined no ; steeper than 34:1 (horizontal to vertical). A Dames & Moore engineer should observe cuts during construction to provide additional recommendations regarding slope stability. Seepage from cut slope faces will reduce the stability of the slope and should be evaluated on a case-by-case basis. The -ontract— is responsible for maintaining safe slope inclinations during construction. 'f Dewaterin Qi Both perched and regional groundwater will likely be encountered during grading. All standing water should be removed from subgrades prior to placing fill. Dewatering of excavations above the regional groundwater table should generally be achievable by pumping from excavated sumps. Dewatering of deeper excavations, such as the pool and the relocated , wetlands, may require additional effort. The dewatering system should be; selected by the ® contractor. �'o., I11Dressl lb e Surface Soles Areas of soft, compressible soils were observed during our exploration program, both in the delineated wetlands areas and around the south corner of die property. The extent of soft ® � surface conditions has not been investigated, and should be further evaluated during construc- tion. Soft surface soils should be removed down to firm native soils, and the area brought back to grade with compacted fill. � r 1 521541-01.12 - 7 - DAMFS & MOORF C j i Fill Placement and Compaction All fill and backfill si.3ald be placed in uniform, horizontal lifts and compacted to at least 92 - per(.ent relative compaction as evaluated by ASTM Test Method D1557. The minimum l *Plative compaction should be increased to 95 percent for fill soils placed within one foot of 1 pavement and building area subgrade. Fill soils should be placed at a moisture content near optimum. The optimum lift thickness will vary depending on the compaction equipment used, but should generally not exceed about 8 inches i!, loose thickness. Surfaces on which fill will be placed which are inclined more than 5:1 (horizontal to vertical) should be beached. The toe of the benched fills should be keyed at least 2 feet into competent soil. Toe keys should be at least 8 feet wide, or as recommender in the field by the geotechnical engineer. Subdrains should be provided for all benched fills in areas where seepage is encountered. A typical oenching detail is shown on Figure 3. .� Fill material should be free of trash, roots, debris, vegetation, or other deleterious materials. In general, fill should be free of rocks or hard lumps larger than 6 inches nominal diameter. Based on our observations and the results of our laboratory tests, the non-organic native soils ? on the site are generally suitable for use as compacted fill, provided the moisture content can be adjusted to near optimum prior to and during compaction. The moisture contents of the native soils vary from about 13.0 to about 29.2 percent, and the preliminary laboratory compaction tests we performed indicate an optimum moisture content of about 17 percent. This indicates that drying may be required to adjust the moisture contents to near optimum. Our laboratory tests indicate a total net shrinkage of between 7 ? and 10 percent for native soils placed and compacted as described above. Imported fill material should consist of granular material with less than 25 percent by weight } passing the No. 200 sieve. Fill to be placed during periods of wet weather should contain less that 5 percent passing the No. 200 sieve. 1 521541-01.12. - g - t 1 - 8 DAM1IHS & MOORE t 1 ' l Cut and Fill Slopes r We recommend that finished slope inclinations for cut, fill, and composite slopes be no steeper that 2:1 (horizontal to vertical). Slopes around the relocated wetland area should be p no steeper than 3:1 (horizontal to vertical) unless the slope height is less than 3 feet. Our lanalyses indicate that slopes should be generally stable at this inclination up to a maximum height of 20 feet. Surface water should not be permitted to flow down slope faces. Slopes L should be protected from erosion by constructing a graded berm along the crest and by establishing deep-rooted vegetation on the slope face as soon as possible. All fill slopes l should be constructed using the fill placement and compaction recommendations above. Fill t slopes should be constructed by overbuilding and cutting back to the Jesired finished grade. a Surface Protection To reduce the potential for soft-surface conditions developing during wet weather, the native soils and compacted fills derived from these soils should be protected from heavy wheel w» loads by a granular working base. The working base should consist of at least 6 inches of i 11h- to 3-inch minus crushed rock material, and should be placed over all materials which will be exposed to construction traffic. The working blanket thickness should be increased to at least 12 inches beneath heavily used haul roads. Surface drainage should be maintained at 1 all times, and water should not be permitted to pond within the building perimeters or planned paved areas. 1 i FOUNDATION SUPPORT General We recommend that the planned structures he founded on a system of conventional shallow perimeter and isolated footings with slab-on-grade interior floors. All foundations should be established in relatively firm or dense, undisturbed native soils or properly compacted fill Isoils. The following foundation design parameters are provided as minimum recommends- tions based on preliminary structural information. More specific recommendations may be provided upon review of the final building plans. i � I S21541-01.12 - 9 - a s Ii DAMES & MOoRF. x j Allowable Bear1nQ Pressures 4� f We recommend that perimeter footings for three-story structures should be at least 18 inches } wide and established a minimum of 24 inches below adjacent grade. Two-story structure footings should be at least 15 inches wide and should penetrate at least 18 inches below •6 � nearest adjacent grade. Isolated footings should be at least 24 inches in least plan dimension • and established at least 18 inches beneath adjacent grade. j We recommend that both perimeter and isolated foundations be designed using the following allowable bearing capacities: Foundations established in undisturbed native soils may be designed using an allow- able bearing capacity of 3.5 kips per square foot (kst). -�` Foundations establishes' in compacted fill derived from native soils may be designed using an allowable bearing capacity of 2.0 ksf. I + Foundations established in compacted fill consisting of clean, well graded crushed rock may be designed using an allowable bearing capacity of 3.5 ksf. r 1 i ` Foundation ettlement The native soils are slightly to moderately compressible. Our analyses indicate that settle- ment due to perimeter footing loads should be less than about N inch. We estimate that differential settlements will be less than about 1/12 inch in 20 feet. y Abrupt transitions between bearing materials supporting buildings may result in differential settlement and possible foundation distress. We anticipate differential settlement on the order of percent of the maximum fill depth. The cut/fill transition line generally acts as a fulcrum, concentrating the effect of differential settlement in one area. If the potential -- magnitude of differential settlement is not acceptable, transitions should be overexcavated to a depth of 1 foot below footing elevation or 1/3 the maximum fill thickness under the } ® � S21541-01.12 — 10 — DAMES &. MOORE s h k �,�" ''.d r ick ! ,.:"' ' \ ,. : l,' •l, , { 1 i structure, and brought back to grade by placing and compacting fill. In building areas with only minor fill thicknesses, consideration should be given to deepening the footings so that 1 all footings bear in native materials. A typical transition overexcavation detail is shown on J Figure 4. Bearing material transitions should be observed during construction by a Dames & Moore engineer. i r � - Lateral Resistance Foundations may be designed to resist lateral forces using a friction coefficient of 0.3 in fill, l and 0.4 in undisturbed native soils. A passive resistance of 300 or 400 pounds per square J foot per foot of depth may be used for compacted fills and undisturbed soils, respectively. The frictional and passive pressure components of lateral resistance may be combined � I I provided the passive resistance does not exceed two-thirds of the total. Pole Foundations r.., I We recommend that parking area covers be supported by embedded pole foundations which consist of the vertical support members extended below grade and encased in concrete. Pole t foundations may he designed by the UBC method using a passive soil resistance value of 400 pounds per cubic foot for undisturbed native soils and 250 pcf for compacted fill. Pole foundations may be designed for uplift using the weight of soil within a 60 degree (from horizontal) cone extending from the tip of the pole up to the ground surface. The unit -' weight of the soils within the cone will probably be around 115 pcf. r Floor Slab Support The following floor slab recommendations assume that the floor and basement slabs will be exposed to loads typical of residential use. We recommend that building floor slabs be underlain by a minimum 4-inch thick granular base course, above an undisturbed properly prepared subgrade, to provide uniformity of support and to act as a capillary break against moisture migration through the slab. In the areas where moisture-sensitive floor coverings J are planned, a plastic membrane should be placed on top of the granular base and covered 11 with a 2-inch thick layer of clean sand to aid in concrete curing. 1 621541-01.12 Y 1 E. S 1a ''y � 4 ,.__ , .rrrtnmJttH'4"�'p t� �� IdkM11M'ivwM.wwu...�• . �...•..r.,.,�ai.0;�rc - yyJrl�yl�Itl6�AY.MKlll4'N9ro'AYb'MJb!ilttrralM,r..•w NM•,»,••,,,„•• i° yp 4q it �- r : -i - The granular base course should consist of well-graded crushed rock with a maximum j nominal size of N-inch and having less than 5 percent by weight passing the No. 200 sieve. The base course should be compacted to at least 95 percent relative compaction as evaluated by ASTM Test Method D1557. Lateral Earth Pressure;, 1 - } We recommend that basement walls which are. restrained against deflection at the top and 1 1 .� which have a level backfill c-)ndition be designed for lateral forces using an equivalen'. fluid 9 ' unit weight of 60 pounds per cubic foot (pef). Conventional cantilever retaining walls may 4 I be designed using equivalent fluid unit weights of 35 and 55 pef for level and 2:1 (horizontal to vertical) sloping backfill. Surcharge loads applied closer than one-half of the wall height should be: considered as uniformly distributed horizontal pressures equal to one-half of the vertical surcharge pressure. These values assume granular backfill material and free-draining 1 r conditions. 1 All interior walls should be w., '•rproofed in accordance with the recommendations of the t 1 project architect. Walls should be provided A ith drainage to prevent hydrostatic pressure buildup in the wall backfill. Drains should cutlet away from wall or stnicturc: foundations. Properly designed and constructed gravel, gravel-and-filter fabric, or geocomposite 1 } walldrains are all acceptable. A typical retairing wall drain detail is provided in Figure 5. The walls may be designed to :exist lateral forces using the parameters given in the "Lateral Resistance" section of this report. PAVEMENT SECTION i We anticipate that Site pa,/ements will be subjected to typical residentialuse with automobile and light truck traffic. We recommend that streets in the proposed apartment complex a consist of a conventional two-layer pavement section. Pavement constructed on a subgrade -- of undisturbed native soils or properly compacted fill should consist of 21h inches of Class-B asphaltic concrete (AC) underlain by at least 6 inches of aggregate base. We recommend that 3-inches of AC be used in areas where frequent truck traffic is anticipated. Base rock should be compacted to at least 95 percent r;-;ative compaction as evaluated by ASTM Test j 521541-01.12 12 - 1 D.,%m1 ti MotmE 4r� t fiy f '4 t i Q • 1 t e�.4 s-4""'•.. - .._ U cx. :.� ,r'> "!°;F< <T0, •'7" �`+1?tP r!r7yfe't°�rtirw,r+rP 1a wr1 + { Method D1557 at a moisture content new optimum. Asphaltic concrete should be compacted * to at least 92 percent of Rice gravity as determined by ASTM Test Method D2041. F" Pavement subgradcs which have been disturbed by construction traffic should be overexcavated down to firm materials and replaced with compacted fill or b&,e rock material. Trash container enclosures should be provided with Portland cement concrete aprons to support the concentrated wheel loads of loaded dumpsters. k� 1. ADDITIONAL RECOMMENDATIONS � j Culvert Construction Road crossings of the two drainage channels will probably be achieved through installation of corrugated metal or concrete pipe culverts. Cul,erts should be established on firm, undis- turbed native materials and should be backfilled with free-draining crushed rock. Culvert� r ft backfill should be compacted to at least 92 percent relative compaction as evaluated by ASTM Test Method D1557. Fill should be placed uniformly on each side of the culverts to avoid eccentric loading. Compaction should be achieved using relatively light, land-held ' ' equipment to avoid damaging the culvert. Fill lifts as thin as 4 to 6 inches may be required to achieve the recommended minimum relative compaction with light equipment. Culvert. design should consider the maximum axle loads which will be supported during the 1 life of the culvert. It is likely that this maximum axle load will be due to a loaded dump or `�;� water truck used during site grading. Wet Weather Construction 1 1 The soils encountered in our borings are relatively sensitive, and should be protected from heavy wheel loads as described in "Surface Protection" above. The soils are also moisture sensitive, indicating that grading within or on these soils may be very difficult during periods of wet weather. A woven geotextile fabric may be required beneath the recommended i i surface prot,:ction blanket to stabilize soft, wet, or heavily used areas. The planned excavations should be well drained throughout the construction period, and surface water i 1 should not be permitted to pond within building or pavement areas. f S21541-01.12 _ 13 - 1?AMUS NWORF. a/5 1 ' IN'w! Surface Drainage and Lot Maintenance Surface drainage should be controlled at all times. We recommend that the proposed 9 structures be provided with perimeter roof drains and downspouts to collect runoff. Paved areas should be provided with swales and area drains tc collect surface runoff. Collected r water should be directed in non-perforated pipe to an approved storm water outlet. Positive 1 surface drainage should be provided to direct surface water away from building foundations 1 and toward the street or parking area drains. Positive drainage is defined as dope of at least 2 percent for a distance of at least 5 feet from building 'oundations. CONSTRUCTION MONITORING AND TESTING i 4 We recommend that Dames & Moore be retained to provide construction monitoring and testing services during earthwork activities, soft-soil removal, and foundation construction. The pur?ose of our field monitoring services is to confirm that site conditions are as i anticipated, to provide field recommendations as required based on conditionsencountered, 1 and to document the activities of the contractor to assess compliance with the project ! recommendations provided by Dames &. Moore. Ii is particularly important that a Dames & 1 Moore engineer/technician monitor finished cut slopes and fill slope construction. Close 1 ( monitoring of these operations is needed to evaluate cut slope stability, backdrain placement, benching, and other construction concerns. 1 CLOSURE t The analyses, conclusions, and recommendations presented in this report are based on site s conditions as they existed at the time of our field exploration, and further assume that the conditions encountered in our exploratory excavations are representative of subsurface conditions within the study area. If conditions different from those descri''-M in this repori ase encountered or appear to be present beneath excavations, Dames & Moore should he advised at once so that additional recommendations may be provided where necessary. This report was prepared for the exclusive use of Gramor Development and its agents and consultants. It should be made available to prospective contractors for information on factual t S21 S41-01.12 14 - i).�ntr_s � Mix�ai r - i ,,. :,.. �CA%AP.�1 fi�{Sr mini�drtn;,w,:. J,�.; ,}le' .1' 1^ .,�:.•#:FAR" 0.,"r3' ^ .. ' , . 11 M I t j data only and not as a warranty of subsurface conditions similar to those interpreted from the i excavation logs or discussion presented in this report b 1 i 1 1 } 7 1 i � 1 .1 S21541-01.12 - 15 - i j 1 DAMES & MOORE 77, r r. I -�\.. \ ,,�.� ..,,` � •\ n (�'t'� _. � •Zoo�� r.� I � , '�' i h, - 00 � ;"r' "►+l •r: )�� +! .i. ,A,� :�(;� ; far E• '+ r r_' ` /,�• .�_ �,• .. �A n0. .� •\..'per �, •�� .6w�in i'r,l I ,�' .,.., f+' ,`/'' 'ya'� r • � - ,}'; san Irl ° .. / Lull ' •!' •� Tom' l o a• `y� ' /µ•'j• I aa ri u..• 10 �� I)�J�� .� lye is i �' �• �_1•�" �a''; � *�� "' �,, .'1.. 'r C,� � - Z �.I• -„-'ii' ` � �,� 7/' � rt�•,p N• ��• .%w�-•,r,{;•t t .+,� •�, _/ Iy1 �•y,/ ;�r_%� ��'`� 7 t i 1l i J , , 'Tyr 1 , A •r i' .,7Y 1 ,�/(`; ./ F-(r-� _ �I to �� I�•� ! .!; Vii'” W AeK1ti ' •/' ••• 1��=. N' _ �,/r , 40 ip j �� `\ .yam, "�-/ �' � ��•�" . ? O ° : II � I Reference: Boaverfon Quadrangle, USGS I.5 Minute Sodas, 1961, , Photorevised 1984 i _ .l N i 0 2000 Feet VICINITY MAP Gramor Development Scale December 1992_ Main Street Apartments 21541-004-041 Tigard,Oregon DAMES ZCt MOORE FIGURE 1 o. ', c a '.rl 74"'" 5 yY,iV� � � ilei II_a Y:'i t�' :, 4• v�'�,u 4 } n Z Z o N c-6 0m C CDE w m \ �eBgS y�» - a c O a WAIN"WWWM m LL § _ 1 a 11 / OG 1' / \ N II � °p 1 \co Qq x o, loom womm tM) CD m rn m a cn \ \ \ a0 -1 N 32 0 \ � c \ \ o m o m c� \ �� m f•- m E j m Q. ui Il II A � �k� EE E I Y � - �\ 1 N / C99 ;1 m 37 "l j r �BOJJS UI@W // ` m / m — / m cm x VE .E .4014 o 3 m r r � — )seM feMy6ry i/{ried ux o It 'd4MMWMIY►�,1MM1i'MdN'I',P+l:p1'�f«vybN..M;Y llva',v,'"e„1 .r.,:..:,. .. y F.. .y, . r. ..r.( ,.._ :r•, ,. .wwtu4 wf.oan'x.:x:r.n,• Swale at Top of Slope FILL SLOPE I �� 1 Compacted Fdl / /,/ 00, / Outlet Pipe Drains to a Suitable i/ / / Outlet in Accordance with the 2 / .00.01 // RecommendaJonsofthe i/ / I Civil Engineer .00// Bench Inclined i I ///Ma�d.`a / Slightly Into Slope // — Competent Material 1 Natural - PO // Evaluated by the Ground / Geotechnical Consultant ■ ',/ t / Backdrain 3 T-Connection (As Required) 3' 2%Min. — -► � , Min. _ `_----- 15'Min. Swale at Top of Slope A� COMPOSITE SLOPE *4 1( Compacted Fill / .00 // 1 — Outlet Pipe Drains to a Suitable 0// / �- ! Outlet in Accordance with the 2 / / Recommendations of the 1 /// /'� i Civil EngineerBench/ Inclined Slightly Into Slope /ice Ramo'/// / .00 �. Competent Material / Evaluated by toe Natural r // Geotechnical Consultant Ground / // ioo* i� / '''�.J-•fir.. Rackdrain&T-Connection (As Required) �/ 24ie Min. —-- -- 0 20'Min. -----� Finish Cut Slope Prior to Fill Placement TYPICAL SLOPE CONSTRUCTION DETAIL Gramor Development 1- December 1992 Main Street Apartments 21541-004-041 Tigard,Oregon I DAMES & MOORE FIGURE 3 t 4i - Natural Ground i Finished 5'Min. w% Grade 1 Comparted Fill / Footing / Firm Native Malariuis f / Elevation 1 D= 1 Foot Below Footing Elevation -' OR 1/3 of the Maximum Fill Depth f 1 (Whichever is Greater) TRANSITION LOT DETAIL iGramor Development December 1992 Main Street Apartments 21541-004-041 Tigard,Oregon DAMES Si M(xORF, FIGURE 4 1 i I I i i jSoil Backfill, Compacted to at Least _ 90% Relative Compaction, Based on I .OSTM D1557 a� • Retaining Wall -- - *y t Free Draining Granular -- --- �{ Material, Compacted to at Least 90% Relative Compaction, Based on ASTM D 1557' Varies I M Finished Flour -- FOR 3 lWall Footing 4' Dia. Perforated Schedule 40 PVC – — Geotextile Filter Fabric' - Pipe or Equivalent Installed With Perforations Down—Minimum 1% Gradient to Just Beyond Wall and Then Non-Perforated Pipe to a Suitable Outlet I 3 NOTE: An approved prefabricated geotextile drain may be substituted for the rock and filter BASEMENT WALL DRAIN DETAIL fabric shown Gramor Developrnent December 1992 Main Street Apartments 21541-004-041 Tigard,Oregon I DAMES & MOORE FIGURE 5 t i «.�w,.�t�rr*rr+ah��afir�rrxr:n,. h,� ,,: _ ,.,..... . .-,,.,, 1 •#�.[y r ,,r„�+1a:� ci�a'�,7d,�r,��w, v. ,... ,,,.�v+..rkdnu�N�s L ry 71 i , _ 1 a 1 APPENDIX A 1 SUBSURFACE EXPLORATIQ-N w Subsurface conditions at the site were explored by drilling 4 exploratory borings and excavating 13 exploratory test pits at the approximate locations as shown on Figure 2. The borings were drilled using a trailer-mounted, solid stem auger drilling rig. Test pits were excavated using a John Deere 310 D backhoe with a 2-foot wide bucket. 1 All field operations were coordinated by Dames & Moore representatives who located the I borings, classified the excavated materials, and obtained samples for laboratory testing. Graphical representations of the soils penetrated by the borings and test Fits are shown on the 1 j attached boring logs (Figures A-1 through A-17). The soils have been classified in accor- dance with the Unifies, Soil Classification System, as wit'ined on Figure A-IR. Logs of borings drilled during a previous site investigation are provided on Figures A-19 and A-20. 1 Soil samples were obtained from the borings using a Dames Fc Moore U-Type sampler, which is illustrated on Figure A-21. The sampler was driven in the boring using a 140 pound hammer falling 30 inches. The number of blows required to drive the sampler is 1� presented on the boring logs. �1 1 i J A I f � i � I DAMP; & 1\dOORF 11 , `r. - BORING B-1 LAB DATA SAMPLING DATE DRILLED: 11/18192 w w -�! u- i ° w ELEVATION: 167 Feet± _ a: Zul z Q w w n a a � a. Ov o a y N W y SYMBOLS DESCRIPTION 0 ` SM MOTTLED GRAY-BROWN SILTY SAND,fine(wet)(medium rnr 1 dense) J i J 5 ! 28.6 94 U 34 !7 10 ;i;c c; Grades with orange mottling k 29.2 93 U 32 NOTES: 1. Boring terminated at a depth of 12.0 feet,due to caving,on 11/18/92. 2. Sampling resistance is measured in blows per foot required to drive 15 the sampler 12 Inches with a 140 Ib.hammer tailing 30 Inches after I"� 1 sampler has been seated 6 Inches. J 3. Boring log Indicates Interpreted subsurface conditions only at the location and the time the boring was drilled. 4. For an explanation of terms used see the Soil Classification Chart and Key to Test Data, Figure A-18. 20 �1 ..r 25 t 30 1 1 1 +� P ' 35 III LOG OF BORING Dames& Moore 21541-004-041 FIGURE A-1 JA { JLAB DATA SAMPLING BORING B 2 Lu DATE DRILLED: 11/18/92 zCL Z w ELEVATION: 160 Feet± L Cn U' Z w P w w zQ 0 a o n o- a. f 0d v W N SYMBOLS DESCRIPTION 0 ML LIGHT BROWN SANDY SILT(moist)(very stiff) I 5 16.2 94 U 27 SM LIGHT BROWN SILTY SAND,fine(wet) (medium dense) ' 1 10 J U 28 a 15 !'� l 27.2 88 U 20 a 20 s U 50 25 4,4 4'4 , 4 26.3 97 U 57 SM BLUE-GRAY SILTY SAND(saturated)(medium dense) 30 NOTES: 1. Boring terminated at a depth of 30.0 feet,due to caving,on 11/18/92. i� 2. Sampling resistance Is measured In blows per foot required to drive the sampler 12 Inches with a 140 Ib, hammer falling 30 Inches after �- sampler has been seated 6 Inches. 35 3. Boring log Indicates Interpreted subsurface conditions only at the location and the time the boring was drilled. 4. For an explanation of terms used see the Soil Classification Chart -- and Key to Test Data, Figure A-18. LOG OF BORING -- Dames 6 Moore l 21541-004-041 FIGURE A-2 �-tf iiaa``;; 1 M.: "Lph� "ri.ri ;m,ds N�%a1crn..R,I:I•- .wxr»aa I A � �ltf I Ali S t .�:. � � rr f � y �S ••f tilt�n � �i "'�l 'W�iQ� � $' r� r � 1 NEW � jLAB DATA SAMPLING BORING B-3 W DATE DRILLED: 11/18/92 _ v ELEVATION: 167 Feett LL a�a a. cc CC 0z W W � W W Z a J a F- W 0C a ar 2 OV o a1 Cn 0 SYMBOLS DESCRIPTION Cn cc0 TOPSOIL ML LIGHT BROWN SANDY SILT(moist)(very stiff) 13.4 96 U 122 5 � f SM LIGHT BROWN SILTY SAND,very fine to fine(moist)(loose to U 23 madium dense) 10 � 15 13.0 92 U 31 20 U 50 Q SM BROWN SILTY SAND,fine(moist)(medium dense) U 4A ' 25 30 U 50/5" -- NOTES: 1. Boring terminated at a depth of 30.5 feet,due to caving,on 11/18/92. ). 2. Sampling resistance Is measv ed In blows per foot required to drive the sampler 12 Inches with a 140 Ib. hammer falling 30 inches after samples has been seated 6 Inches. 35 3. Boring log Indicates Interpreted subsurface conditions only at the location and the time the boring was drilled. i 4. For an explanatinn of terms used see the Soil Classification Chart' and Key to Test Data, Figure A-18. LOG OF BORING _ Dames 6 Moore 21541-004-041 FIGURE A-3 5 1 I' y f j: ( I , LAB DATA SAMPLING BORING B-4 t-U DATE DRILLED: 11/18/92 U- a z ae LU ELEVATION: 174 Feet± ua CO Oz CD cc W W Q J F a a co CL ±� oc 4 ] o El�0 < N W 05 W SYMBOLS DESCRIPTION � 0 q SM LIGHT BROWN SILTY SAND,fine(moist) (very sdff) S U 37 SM LIGHT BROWN SLITY SAND,fine(moist) (loose to medium dense) 10 13.3 89 U 20 i 15 ' U 30 20 25.5 94 U 53 Grades with orange mottling 25 ' U 68 SM BLUE-GRAY SAND,fine(saturated)(modlum dense) fi 30 ." NOTES: 1. Boring terminated at a depth of 30.0 feet,duo to caving,on 11/18/92. 2. Sampling resistance Is measured In blows per foot required to drive .� the sampler 12 Inches with a 140 Ib, hammer failing 30 Inches after sampler has been seated 6 Inches. 35 3. Boring log Indicates Interpreted subsurface conditions only at the location and the time the boring was drilled. 4. For an explanation of terms used see the Soll Classification Chart } and Key to Test Data, Figure A-18. ' LOG OF 13ORING Dames& Moore 21541-004-041 1 FIGURE A-4 • SAMPLING TEST PIT TP-1 w cu DATE EXCAVATED: 11/19/92 LL z � ui ELEVATION: 159 Feet± �u (Os W zQ J ie a a y 0, 05 b U) W 2 N SYMBOLS DESCRIPTION 0 ML BROWN SANDY SILT with abundant rootlets(wet) (stiff) 1 4.5 Grab Organic content decreases 2.5 Grades to light brown;minor seepage � 1 5 4.0 Grab SM BROWN-GRAY SILTY SAND (moist)(medium stiff) 7.5 11 2.0 Grab Grades with orange mottling NOTES: 10 1. Test pit completed at a depth of 9.0 feet on 11/19/92. 2. Test pit log Indicates Interpreted subsurface conditions only at the location and the time the pit was excavated. 4. For an explanation of terms used see the Soil Classification Chart and Key to Test Data, Rgure A-18. 1 125 x .t 15 17.5 LOG OF TEST PIT _ Dames b Moore 21541-004-041 FIGURE A-5 n ik SAMPLING � � TEST PIT TP-2 ro DATE EXCAVATED: 11/19/92 W w z L-5 � U ELEVATION: 159 Feett , O cc zcc W a w 0 � a ai Na Q W SYMBOLS DESCRIPTION 0 SM BP.OWN SILTY SAND with abundant rootlets(wet)(loose) ML LIGHT BROWN SANDY SILT(moist)(medlum stiff 17. 2.5 !i!1 Moisture content Increases to wet owl l Q t;t; $M BLUE-GRAY SILTY SAND;heavy seepage(saturated) (medlum dense) 7.5 ' `Y NOTES: 10 1. Test pit completed at a dopth of 9.0 feet on 11/19/92. 2. Test pit log Indicates Interpreted subsurface conditions only at the location and the time the pit was excavated. 4. For an explanation of terms used see the Soil Classification Chart and Key to Test Data, Figure A-18. 12.5 u.. s 15 e ' 17.5 LOG OF TEST PIT Dames& Moore 21541-004-041 FIGURE A-6 SAMPLING �`y 1 TEST PIT TP-3 «� �+ r w w DATE EXCAVATED: 11/19/92 , z t7u o- O w ELEVATION: 164 Feet± = � w z � w W N SYMBOLS DESCRIPTION 0 j - 1.3 ML BROWN SANDY SILT with abundant rootlets(wet)(soft) ORANGE-BROWN SILTY SAND with abundant gray mottling SM (moist)(medium dense) 2.5 � 4.5+ Sand content Increases ) SM BROWN SILTY SAND(medium dense) iJ 5 ;. Jr 4.5+ i Minor seepage 7.5 i NOTES: 1. 'Test pit completed at a depth of 7.5 feet on 11/19/92. 2. 'gest pit log Indicates Interpreted subsurface conditions only at the ' location and the time the pit was excavated. 4. For an explanation of terms used see the Soll Classification Chart 10 and Key to Test Data, Figure A-18. rw� 12.5 i 15 17.5 i LOG OF TEST PIT Dames& Moore '.1541-004-041 FIGURE A-7 fi �� '�iklf+q,k! 'i ,�'Yr,r _ e t d�, �' ` air ! f M.6rh f,. �,t,J,. '• t.. t t 1'.t�f�`TM cx''' + ,��,� V y� L ` SAMPLING 4 ; N TEST PIT TP-4 Z: LL a DATE EXCAVATED: 11/19/92 w ELEVATION: 152 Feet± a cr az w �� w zQ W x a 0- 0 co a SYMBOLS DESCRIPTION 0 $M BROWN SILTY SAND with abundant debris[FILL] J ML BROWN SANDY SILT with abundant gravel and debris(moist) � (medium dense)[FILL] $[N LIGHT BLUE-GRAY SILTY SAND with minor seepage(moist) (loose) 2.5 � t % Minor seepage at 3.2 feet Light brown mottling ML GRAY SANDY SILT(wet to saturated) (soft) � 7.5 � Heavy seepage „y NOTES: tt 1. Test pit completed at a depth of 8.5 feet on 11/19/92. or► 2. Test pit log Indicates Interpreted subsurface conditions only at the 10 location and the time the pit was excavated. " 4. For an explanation of terms used see the Soil Classification Chart and Key to Test Data, Figure A-18. 12.5 i IWO A I,; 15 17.5 LOG OF TEST PIT Dames 6 Moore 21541-004.041 FIGURE A-8 1 SAMPLING y TEST PIT TP-5 w w U. aw DATE EXCAVATED: 11/19/92 j , z t-U U.J ELEVATION: 151 Feet± Q O rn p0c w za w W xCu a aN17 0 a s (L a V) co o= SYMBOLS DESCRIPTION 0 70 ;; SM BROWN SILTY SAND with abundant rootlets(moist) (loose to medium ' dense) Organic content decreases 2.5 A 3.0 4.5+ Grades to medium dense +i 11,11,' 4.5+ ' 7.5 NOTES: 10 1. Test pit completed at a depth of 9.0 feet on 11/19/92. 2. Test pit log Indicates Interpreted subsurface conditions only at the };<( location and the time the pit was excavated. W 4. For an explanation of terms used see the Soil Classification Chart and Key to Test Data, Figure A-18. ' 12.5 11y ;r y 15 17.5 r r LOG OF TEST PIT Dames& Moore 21541-04-041 FIGURE A-9 ^i f� ' SAMPLING TEST PIT TP-6 LU a DATE EXCAVATED: 11/19/92 LU 07" LL z w ELEVATION: 159 Feet± z O ZQ ui Ir r� Y r a :a: o z 2 g :;•. a U) U) � In SYMBOLS DESCRIPTION Grab SM BROWN SILTY SAND with abundant rootlets(wet) (loose) 2.5 Grab ML LIGHT BROWN SANDY SILT(moist)(medium stiff) j 7.5 i.l Grab SM LIGHT BROWN SILTY SAND(moist)(medium dense) NOTES: !1 1. Test pit completed at a depth of 8.5 feet on 11/19/92. w� 2. Test pit log Indicates Interpreted subsurface conditions only at the 1 D location and the time the pit was excavated. 4. For an explanation of terms used see the Soil Classification Chart 4� and Key to Test Data, Figure A-18. --� 12.5 1 �j 15 i 17.5 LOG OF TEST PIT Dames& Moore i 21541-OD4-041 FIGURE A-10 '�aar+.��t�^....°c .. •.•.-wwrb,r;�t,.�iu,,�,ruYv i r SAMPLING } TEST PIT TP-7 { DATE EXCAVATED: 11/19/92 wi tu- d Lug ELEVATION: 163 Feet± �- cc w z Q w _jR- a Lu cY � a- (L M1 i l a0. ¢v ) SYMBOLS DESCHIPTION 0 SM BROWN SILTY SAND (moist)(loose to medium dense) r 1 3.4 Grab �.J 2.5 4.5+ ' 5 Grab WWI Grab YELLOW-BROWN SILTY SAND(moist) (medium dense) 4.5+ 7.5 Grab NOTES: i 1. Test pit completed at a depth of 8.0 fest on 11/19/92. y 2. Test pit log Indicates Intorpreted subsurface conditions only at the 10 location and the time the pit was excavated. 4. For an explanation of terms used see the Soil Classification Chart f and Key to Test Data, Figure A-18. .i r � j � M f 15 1..J 17.5 L LOG OF TEST PIT Dames& Moore 21541-004-041 ��( i�1 FIGURE A-11 V �1� i i s ... i 't � Y "' r,✓'y tEi i`�'� * �' � SiM p -'n a did a IVA SAMPLING TEST PIT TP-8 c� L-5 w w DATE EXCAVATED: 11/20/92 W ELEVATION: 151 Feet± IS— tu- O W zQ W I r � a a � 71� W., Q W Q Q w-.4 d a o- rn rn Q In SYMBOLS DESCRIPTION 0 ML BROWN SANDY SILT with rootlets(moist) (medium stiff) Grab Pipe enoountered i! 2.5 Grp ML I IGHT BROWN SANDY SILT(moist)(medium stiff) ■ I �•� Grab _ ';;;;; SM BLUE-GRAY SILTY SAND(wet)(medium dEmse) 2.0 I .'1 Heavy seepage 7.5 ) NOTES: 1. Test pit completed at a depth of 7.5 feet on 11/20/92. 2. Test pit log Indicates Interpreted subsurface oonditions only at the location and the time the pit was excavated. 4. For an explanation of terms used see the Soil Classification Chart . and Key to Test Data, Figure A-18.10 �4 12.5 . 15 i? � 1 ti 17.5 4 - I LOG OF TEST PIT Dames& Moore I 1 21541-004-041 FIGURE A-12 ( iAdt •'E 4 t5 i1;nk d ef' ��``` 7 > •C�r;gh��,{4� F� fh1 I IN ,ar `k nou INT r t i I � r• MUM SAMPLING TEST PIT TP-9 w DATE EXCAVATED: 11/20/92 W w z w ELEVATION: 147 Feet± O a: z a w 1 � cY� E a � N ifl O Q � SYMBOLS DESCRIPTION �9 0 n ML BROWN SANDY SILT(moist)(medium sdfi) a Grab r r 1�1 2.0 f, 2.5 { 4.5+ ML ORANGE-BROWN SANDY SILT(wet)(medium stiff to stiff) i I Grab a 5 i Seepage NOTES: 1. Test pit completed at a depth of 6.5 feet on 1120/92. } 7.5 2. Test pit log Indicates Interpreted subsurface conditions only at the location and the time the pit was excavated. 4. For an explanation of terms used see the Soil Classification Chart s and Key to Test Data, Figure A•18. 10 �Jf 1 i + 12.5 ' f Y 15 0 3 I 17.5 LOG OF TEST PIT Dames& Moore 21541•OD4-041 FIGURE A-13 as y`,,,�' .�','� .,}.a+S �, .^4:, ':�•i. a ,y�, .� i �h � A '11tWA�fKS�TVP4Ypnrtx.; .r.rnfnm.,Ik,n.-o-.. ,..,r.,w�vpkro11J9tIkgA^' . - lip 4- f I SAMPLING 1 TEST PIT TP-10 DATE EXCAVATED: 11/20/92 LU w a + Z WELEVATION: 144 Feet± CLLu Y G. D i 1 N Ir <W SYMBOLS DESCRIPTIONCL " 0 ML BROWN SANDY SILT with rootlets(molst) (medium stiff) 2.0 ML YELLOW-BROWN SANDY SILT(moist) (medium stiff) ' i 2.5 i .... 1 4.5+ $M BLUE-GRAY SILTY SAND (moist) (medium dense) 7.5 i i I NOTES: 1. Test pit completed at a depth of 10.0 feet on 11/20/92. 0.1 10 2. Test pit log Indicates Interpreted subsurface conditions only at the location and the time the pit was excavated. 4. For an explanation of terms used see the Soil Classification Chart 12.5 and Key to Test Data, Figure A-18. r'v ,I .:.>> • r A;! � 17.5 i j LOG OF TEST PIT Dames & Moore F r 21541-004-041 FIGURE A-14 ,f rr 4 , l r SAM-LING TEST PIT TP-11 oC DATE EXCAVATED: 11/20/92 ' a ZW ELEVATION: 153 Feel r' � cr w zQ w Xtu aNCL CL r� ui. co u) � nw SYMBOLS DESCRIPTION 0 Grab ML BROWN SANDY SILT(moist)(medium stiff) 1.7 ML LIGHT ORANGE-BROWN SANDY SILT(wet)(medium stiff) 2.5 Grab t i SM BLUE-GRAY SILTY SAND(saturated) (loose) r:. �•� � Minor seepage l 2.0 J ,'1111, 5 {' 4.0 , cc 7.5 4 Grab Thin lens of sandy sift a ' NOTES: 1. Test pit comple!ed at a depth of 7.5 feet on 11/20/92. 2. Test pit log Indicates Interpreted subsurface conditions only at the 4 location and the time the pit was excavated. 4. For an explanation of terms used see the Soil Classification Chart 10 and Key to Test Data, Figure A-18. a 12.5 - 15 2.5 15 17.5 i j LOG OF TEST PIT _ Dames 6 Moore 21541-004-041 FIGURE A-15 tr . y. y Il - SAMPLING W { + TEST PIT TP-12 ` Lu- DATE EXCAVATED: 11/20/92 r z W ELEVATION: 156 Feet± O cc z a w III J J f'- d rte;, W Y 4 CL W U) Cn Cc aEn SYMBOLS DESCRIPTION 0 r... ; SM BROWN SILTY SAND(moist)(medium dense) t $M YELLOW-BROWN SILTY SAND(saturated) (medium dense) "� 2 5 ;t;; SM GRAY-BROWN SILTY SAND(saturated)(medium dense) , 1111 5 t 1 1 1,1 7.5 NOTES: I 1. Test pit completed at a depth of 7.0 foot on 11/20/92. 2. Test pit log Indicates Interpreted subsurface conditions only at the location and the time the pit was excavated. 4. For an explanation of terms used see the Soil Classification Chart and Key to Test Data, Figure A-18. 10 7 i 12.5 s 3 ' 15 I I I 17.5 LOG OF TEST PIT ` Dames & Moore 215`41-004-041 FIGURE A-16 ,�v;�:�u+wc - .. ;iwr,�,,»�t,4�At,��'+{hhr;u�k13`��k ��tyn;M;�2:�u;i�:;..4,�.�rfifi;M�,6•�Iltbt ;1k� �1�Y`UA ►n��+n��rt�F"rj^ -',� 5;, 14 A �� .� C�i i ?It4{1gt�,��1`.�,n'��"x iso - 1� I .rr�• I" I I ,:7,nr 11,��.bi ,�r�,?' 4�,� �,� tia,a, . AfiL SAMPLING r�, ! TEST PIT TP-13 I U DATE EXCAVATED: 11/20/92 j " tu- EL W ELEVATION: 160 Feet± 1 z cc zQ LU w Y � a 0- 8z - I O w a ¢ w1 JJJ a. a. CO cn o� SYMBOLS DESCRIPTION 0 -" Grab ML BROWN SANDY SILT(moist) (loose) , SM LIGHT ORANGE-BROWN SILTY SAND with heavy seepage i (saturated)(medium dense) 2.5 Grab SM GLUE-GRAY SILTY SAND(saturated) (Imedium dense) Grab :'t' SM LIGHT BROWN SILTY SAND (wet) (medium dense) t 5 2.0 Heavy caving below 4.0 feat Grab 7.5 NOTES: 1 1 1. Test pit completed at a depth of 7.0 feet on 11/20/92. rJ f 2. Test pit log Indicates Interpreted subsurface conditions only at the location and the time the pit was excavated. f 1 4. For an explanation of terms used see the Soil Classification Chart y and Key to Test Data, Figure A-18. 10 — 171 4 i 12.5 i ,a i 15 17.5 j y, � i LOG OF TEST PIT _ Dames& Moore t 21541-004-041 FIGURE A-17 a � a 1 � � —. I•r- UNIFIED SOIL CLASSIFICA:'ION SYSTEM Icl DESCRIPTIGN MAJOR DIVISIONS N J I GIN WELL-GRADFD GRAVELS OR GRAVEL-SAND MIXTURES, CLEA" _N Y b 'O LITTLE OR NO FINES GRAI=LS g } y POORLY-GRADED GRAVELS OR GRAVEL-SAND (LITTLE OR C'P MIXTURES,LITTLE OR NO FINES NO FINES) I� Irk z .w1 SILTY GRAVELS,GRAVEL-SAND-SILT GRAVELS Q !{+ a + O a GM MIXTURES WITH FINES C7 ¢ 2 H w t u r-� CLAYEY GRAVELS,GRAVEL-SAND-CLAY (APPRECIABLE UJ o I- + GC MIXTURES AMOUNT OF FINES) I . SW WELL-GRADED SAND OR GRAVELLY SANDS, CLEAN o y . O z w LITTLE OR NO FINESSANDS 2 LL N t ! SP POORLY-GRADED SANDS OR GRAVELLY SANDS, (LITTLE OR N Y�j z Iv i7i Z i LITTLL OR NO FINES NO FINES) O Mc W w H Q . � a U � j SM SILTY SAIv7S,SAND-SILT MIXTURES SANDS co W w�� WITH FINES cr,:1 -y� EO y„I Sc CLAYEY SANLIS,SAND-CLAY MIXTURES (APPRECIABLE ¢ rn AMOUNT OF FINES a v� /.� ML INORGANIC SIL IS,VERY FINE SANDS,ROCK FLOUR.SILTY OR µ1 y S 1p CLAYEY FINE W NDS OR CLAYEY SILTS WITH SLIGI IT PLASTICITY y <� YI�I INORGANIC CL/.YS OF LOW TO MEDIUM PLASTICITY,GRAVELLY SILTS&CLAYS vi CL CLAYS,SANDY CLAYS,SILTY CLAYS,LEAN CLAYS LIQUID LIMIT LESS THAN 50 c a OL ORGANIC SILTS AND ORGANIC SILT-CLAYS W o 0 z� j:' 21 OF LOW PLA.TICITY Z Z g�g INORGANIC SILTS,MICACEOUS OR DIATOMACEOUS N MH FINE SANDY OR SILTY SOILS,ELASTIC SILTS 0 2 f INORGANIC CLAYS OF HIGH PLASTICITY,FAT SILTS&CLAYS IL I CH CLAYS LIQUID LIMIT GREATER THAN 50 ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, in OH ORGANIC SILTS PT PEAT AND OTHER HIGHLY ORGANIC SOILS HIGHLY ORGANIC SOILS PLASTICITY CHART KEY TO SAMPLES 60 INDICATES UNDISTURBED SAMPLE ® INDICATES DISTURBED SAMPLE ]]] 50 w w z FH� [�� INDICATES NO RECOVERY 040 t K m L7 INDICATES DEPTH OF STANDARD PENETRATION TEST j �30 A-LINE 1 U CL N 20 MH&OH TYPES OF SOIL SAMPLERS g'.0 U- DAMES d MOORE TYPE"U'SAMPLER ML-CL luML&OL P- DAMES&MOORE PISTON SAMPLER 0 -- 0 10 20 30 40 50 60 70 80 90 100 PT- PITCHER SAMPLER LIQUID LIMIT a SOIL CLASSIFICATION CHART ' AND KEY TO TEST DATA Dames & Moore USC-2 FIGURE A-16 ;I i Boring B-1 Boring B-2 Oepth SompIa Depth Somp10 In Feet F—Symbol Elevo n on 1671 In Feet F—Symbol Elevation 154± ) 0 CJM YELLOWISH BROWN SILTY VERY 29072-94 / CL BROWNISH GRAY SANDY CLAY FINE SAND (MEDIUM DENSE) WITH OCCASIONAL FINE GRAVEL 37 2I AND ORGANICS (STIFF TO 37 VERY STIFF) 1 »I 5 -- 38 5 33 Sp GRAY VERY FINE SAND (MEDIUM DENSE) 25.72-94 illlfi II 39 f 10 DECREASING SILT CONTENT 30.80-91 BECOMES (LOOSE) 3124 715-88 015 SP BROWN VERY FINE SAND WITH 15--- w TRACE OF SILT (MEDIUM DENSE) _ BORING TERMINATED AT 16.5 FEET ON 01/10/89 -- NO GROUND WATER ENCOUNTERED DURING DRILLING 20 BORING TERMINATED AT 20 FEET ON 01/10/89 DUE TO CAVING t SOILS GROUND WATER ENCOUNTERED AT 19.5 FEET DURING DRILLING LiiJ , KEY: 1 .TM6ER OF BLOWS REQUIRED TO DRIVE SAH"'-c, 6 1 fT WITH 140 POUND WEIGHT FALLIRG 30 IN. Ma ® j SAMPLE Fji�y ■ UNDISTURBED SAMPLE i a SAMPLE ATTEMPT WITH NO RECOVERY ' LABORATORY TEST DATA FIELD MOISTURF CONTENT, S DRY SOIL WEIGHT IN SITU DRY DENSITY, LB/CU FT •;{ I ?9S BR I Log of Borings N Domes & Moore Job No. 03343-017--041 FIGURE A-19 1 qr ' PY.. { � p r -4307j, i Boring B-3 ,y Depth SamR1e { In Feet Symbol Elevation 1621 I 0 20 SM GROWN SILTY FINE TU MEDIUM SAND (LOOSE TO MEDIUM DENSE) 1 1 34 BECOMES (MEDIUM DENSE) J is L 46 BROYN FINE TO MEDIUM SAND 10 m S P (MEDIUM DENSE TO DENSE) 33Z-9B �''•- �� m BECOMES (LOOSE) 15-- 28.77.-93 c" 20— — NO SAMPLE DUE TO CAVING �. SOILS 25 BORING TERMINATED AT 25 o FEET ON 01/10/89 DUE TO CAVING SOILS GROUND WATER ENCOUNTERED AT 20 FEET DURING DRILLING k `r. I .; KEY: ,. .NUMBER OF BLOWS REQUIRED TO DRIVE SAMPLER 6 1 FT WITH 140 POUND WEiGHT FALLING 00 IN. ® DISTURBED SAMPLE . ■ UNATTEMPT DISTURBED SAMPLE . p SAMPLE ATTEMPT NIiN NO RECOVERY LABORATORY TEST DATA FIELD MOISTURE CONTENT, f DRY SOIL WEIGISI ��IN SITU DRY DENSITY, LB/CU FT { Log of Borings DcTmes P Moore Job r1o. 0-- 1- 017 -041 FIGURE A-20 ..,..,w-��wwL��+��SkVD;Ix�.h,�nGE �r• W� .B '�i �; t J, .. s U; r }I ,�`�a d y Te S^ q A 1 APPENDIX B 1 LABORATORY TESTING b Our laboratory testing program included tests of fill and native soils. The in-place ,sture S' content and dry density of relatively undisturbed samples were evaluated in general accordance (, with ASTM Test Method D2216. The test results are presented on the boring logs in . 1 Appendix A. One consolidation test was performed in general accordance with ASTM Test Method D2435. � ;_ Samples were saturated during testing to model worst-cast field conditions. 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G u it 5 10-F up it &,+-To O i , UP trip (z*z C� uwreo X7 3 coq Z y w 6 1, f: r i SENT BY: 8- 2-93 931 OTAK, Inc, 503 684 7237,# 3/ 3 ` 4 (4) UN I.T'S a Ila} s 41&H -, L opits C Iog.Co ur v42, Cll 7-13 WITS we> 111 Up of 0 { Wow :r 5'u¢_ sir A I�. e q y� +. •:s:Mfi�.�llew4aR.rb.0 ti%n na,;;n'a11Tj+M` ylyp�SFr` tib lk; ✓9 r u 1 { v i R� �M i 1 � � I�{1 J V lM i a 1 # L 1 ;- '�' m- m 7 NOU 04 '93 14121 FROM MITEK INDUSTRIES TO 5036688115 PAGE.020 i t ■ (( ((A.C.E.S Versi n 6.p>> > >.ax-aaaa.,a=[ 461224 =••,aaa===aa Cus omer : fir AY- -UN46' < < <TECNA> > > >oaa Project #: Truss p 4 Wed OV 03 16: 114: 16 1993 Span 4-2 Quant Famil # 11Q j - dc==aar,Ma=.p3raaYasexcx�"... Q Y ' Tap Pitch 6 . /12 .a�==xrNaaQc=aaaawraacs�aaaierrr=cxnaA� T00 CHORD CHORD 2_9.62279 REACTIONS - SIZE ==now' 1-2■-6654 A-7■ 0 APPROVED FOR 2-3■-4236 7-6- 3789 2-8.- 1--4549 5.50 3-4m-1441 8-9■ 6074 3411 35146■-446b S.SO 4P tJf WAS 4-$.-1441 9-1■ 6074 3..7-_3 S-6■-3875 4-7■ 1097 5-7. 3410 ATE OFFSETS (X-LEFT.Y■TOP)g(,13.4,21,[J5-3,21,[J7.4.31,(,19■3,21, LL1 - � _ •p3•g4 � � 4-2F-9 -9-1 -11.0 2- NOV 04 4x4 X993 i SX6 4X7 4XS 3X44SX5 3X4 07 SX9 • i 3X4 - .712-0 14-2 4-Z 3-9-1.3 I-9 - HL TO PK:13-5 R. HL TO PK : 2-5-1 -FT HEIGHT:0-4-7 SPIAN: 14-2 RISE:6-4-7 RIGHT HEIGHT. 5-3-7 !tltltlrrlral■rraaaracaamsco=qcx==c=x=xaaaaararraaaaaas�asaaraarrraaar,+yYNN,aa�amc-= IADINQ ('�SF1 MAX STREJg!gS MINIMUM GR��,��E OF LUMBER IP 25 7 WET P88y2� .203 TOP CHuR0:2 4 1go. 1&Btr GR DF-L ITT 0 10 Q9Ngg pp 828 HOT CHORD. 2*6 No. I&Str RDF-�, 0. 0� ( L/240 WEBS :2*4 STANDARD GR DF-L N.aaaaaraar,tlrrrarrarrrararaaaaaaaraasxcxcc=x==-�== 'R.INC. : LUMB a 1 . 15 PLATTE 1 . 15 SPACING ' 24. 0 in 0. C. =-xa " :PETITIVE STRESSES NOT USIED NO. OF MEMBERS 'l OING 1TREJ9 INCREASE LOADING PANELFPLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIPW 1- 5. 64 6- 1- 594 I MEMBERS NAILED TOGETHER W/15d NAILS 12 in. D.C. or 10d NAILS, 10 in. D.C. (CHORD AND WEBS) �a TES ARE MIT'EK M20-186,147 MANIIFACR1REp F�d1 ASTM A 446 GtD A GAIVANIZEO STEE(CHOWPA D EBS)S104 ) TE MUST 6E INSTALLED ON EACH FA CF OF J0IK1, SVMiETRICALLY(EXCEPT AS 810M)DESIGN CONFORM$ WITH NDS DESIGN 3PEfs, 9 DESIGN IS FOR TRUSS FABRICATION ONLY. PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)COWXT BLDG ARCHITECT OR ENGINEER. NOU 04 '93 14:23 FROM MITEK INDUSTRIES TO 503666©115 PAGE.023 f' •!+( ( ( (DRAWING>>> >=== f====!..■f[ 461227 ====fnr:lcc==lrrrs< < < <TECNA> > > >=xf Cub omer KEYWAY-8-UNITE Wed Nov 03 16: 15 : 21 1995 Sp -t 96610-8 Truss ID 9 Family # : 10 Quantity Top Pitch : 6 . 12 VOTES: 1 -Gable studs spaced at 24 inches o,c. - Brac vertical tuds in $acor ance with sta ldard able --Contnuoua beIr provided a ongt entire botom ciurd 1D 4 -Prov de 1X4 pate at each en o gable stu unless ,31E_6_.. 5-sl-ice, is-,� 19-10-1 86-10- 5-11-1'I 6•-1i-4 6-11-4 4x4 • 4 ocP,iue a e s24 666NOV 0 4I 11ii. ................ ................ f993 31x3 a 5� F __ _ •-7-� -17-6-8 e-a-! 9-3 9-4 1 L, HL TO PX:14--'5-5 B. HL TO PX :15-7-4 LEFT HEIGHT:1-1-7 SPAN:Z6-19-8 Blom:7-f-15 RIGHT H$IGHT:8-7-3 .---aflwaffffffffffffei=c-�---_---=--amt lfffafffa�-rr•rrfffffl�=v=._=====nfffff ctrl i . ,OADING (PSF MAX STRESSES MINIMUM GRAD4E OF L MBER 'OP 25 B�T HORD: *4 NO. &B r GR DF-L f ►OTT 0 10 DEFL. 00-0.00 c L1240 WEBS : 2*4 STANDARD GR DF-L IRfftffnf ifff fflprMf f�tffn�c G1�==S=G===�==CC==C7===ail lflfnnfnl r-r-lrflff fffG=====._ J iTR.INC. : LUMS - 1 . 15 PLATE - 1 . 15 SPACING : 24, pp iri 0. c. IEFETITIVE STRESSES USED NO. OF MEMBER:1 v i ' LATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) LATE MI1.RT BE INSTALLED ON EACH FACE OF JOINT, SYWETRICALLY(EXCEPT AS SHOMI)OESIGN CONFORMS KITH NDS DESIGN SPECS, UBC-ICB0,TPI-91 HIS DESIGN IS FOR TRUSS FABRICATION ONLY.F'OR PERMANENT AND TEMPORARY BRACINO(WHICM IS ALWAYS REM)CONSULT BLDG ARCHITECT OR ENGINEER. i i f. f i t L , 1 77 --=<4«Dx��rltraG;•»>---::-.�:.:��____:�_.:_�( tltliltlo � _.___-•--=--:�_:�-_:::_::: { . Customer KEYt411Y� 1 6 Project !� . 926 t3 Ut1I I' -1.1'rLI;;; r3 ramiWed Qct 7.0 Qua l;i ty 2 Top T-11 t•.c.h �. . NOTES - l -Gable studs -s 1. c.rd-at-24-i nche::a 2 -Bracc. t,c,rl. ic:�l.l ai:uds .i.11 acc0J:danrr with nL��andard cfahl.r., c!I, ! ,I.• : l -Conti nuou:'; l:�c ei1 1 ng ",- -7i ded along nni,i r.o bottom r-lb rd 1 -P],Ovi dr. IN 1 1,] at.oA 'It each c11c.1 ol: yabl e stud �7-1 4K4 3Ic4 -•-��IL.r --� ' r:�• II•"�f�L.� a u ::,.Tc7 I.Ire-:]I,;i,;:,;1rTil:�j'1.-1TL!L il!ill!:L..T K�IL ,iI�''i: 'r'"i',I:I,..I T:�till * r ^^•-..j1 4 y�e L.... 7—S 14-2 L, Ill. T(I I'll:'e—11—1 If. 111, TOPH :7- 1 1 I Ll;l'T IiF.1GFIT:f1-4 ""( UI1nN;1!4-Z NISF 3--1"...15 MIGHT 11FIGIIT:0 4- 'r d ' LOADING- (YS1 � Y+ + MAX-STRESSES =-=`--=--�HI11IMUM GRADF; O L U TOP CHORD, 2*4 ti. tlr TOP 2- Jr t;. BUT • ;:: 10 )301"i' 0 ] 0 DEFL. E10=0 . 00 < L/240 WEBS :2*4 STA?11 '. . r ; . STR. RIC. : Lur1I� = ] . a i:li.!A,rE = 1 . 15_L . SPACItIU 24 . 0 in KEPETITIVE S'iRBSS.E;S LISV11 IaU. OF ME11H1:RS I PLATES ARE Ml1EK 1470-1116,141 MANUFACIURID FROM ASTM A 446 GRU A GALVANIZED SIEFL(EXCIPT AS SHOWN) ;'LAZE IIJ51 BE INS1ALUO ON lACH [AUL UI JOIN1, SYMMEINICALLY(EXCEPT AS SHOWN)UFSIGN CONFORMS 1411H NUS UES 16-1 S11t THIS DESIGN 15 FOk TRUSS FARkICAI ION ON(Y.tUR PIRMANENI AND IEMPORARY BRACING(NIIICII IS ALWAYS CUKU11 fit W; 1'" b 1 I s y 4: h 1 Y� tl r 3� =( 4 C CA .C. F,. S VersiS?TT h.0) ) ) )nwa,nwnar_=='= 448580 ( < 11'E;C:NA) ) ) )'= Customer KEYWAY-13-1011176 Tue QQCt 19 09 • :17 : 46 199 .1Project ff: q76 Truz:� ID R4 Family # 10q Span N-0 Quantity 6 Tap PjAch 6. / 2, q.ewe=====veannwh�--'==tcnnnarrtx dnMtmrae r_c=====._=r.n nn atfw. nww�.�e tsatt=__ TOR CHCRD I?OTT(Y1 CIAORO wEDS REAC710PIS S17E APPRO'V'ED FM MITEK 1047?IES 2■-1532 5-6. 1354 2-7--303 1--1071 5.50 3--1340 6-7. 936 1-1.. 492 5.-1073 5.50 -4.-1340 7-1. 13:x4 3-6• apt "► -5--1532 4-5--303 g1)rR�j�, a8 I T Cl-CRD SPLICESiG-7.30; I 12.12____ R-J- ► 5�0-12 5-8-12 6-3- - " a f 04 3X5 3114 3S4 7-7-11 ►3-2-3 HL TO PI:: 13-5 R . HL TO h1: ; 11-5 -5 FT HEIGHT: 0-4--7 SPAN: 24-0 R.ISE; 6-4-7 RIGHT HEIGHT: 0-4-7 a.,^��••=--=v-cccnar.�r_z-=:_=aecxv�¢=-=.-_ ===-sa==r.-e-_=-==-cnc=a '. ADI NG (PSF) MAX S'I PE$SES MTNTMUM GRADE OF LUMBrR L D TOP 1 -2-0 . 390 TOP CHORD: 2*4 No. 1 efFiL r GR DF-L P 25 7 BOTT 5-6i 0. 450 BOT CHORD: 2*4 No. 1 &L3t:r GP DF--L TT 0 10 DEFL. @6-0 . 05 L/240 WEBS : 2*4 S`1'AI1UACtU GR DF—L COtn.,nClGlC_======e¢mez�e._ne-=-_= -e eavv v,r. UMB - 1 . 15 PLATE - 1 . 15 SPACING 24 . 0 in , Y�==(�••-•••-===_=_❑ L - PETITIVE STRESSES USED NO. OF MEMBERS - 1 TES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 416 GRD A GALVANIZED STEcL(0CEPT AS SHOWN) TE MIST dE INSTALLED ON EACH FACE OF JOINT, SYhMETRICALLY(EXCEPT AS SION)MIGN CONFORMS wITI1 r;DS DESI(,I SPEC-S, UIa--ICLT),TPI-91 S DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRICING(M�ICH IS A'-HAYS REQO)CO"LSULT BLD-; ARCHITECT OR EIR;INEEP. 1 1 ;fi • i 1rut:y 'fttlbtt Tyl•n rjly t'Ly 6 j e4 2 1 t „=;1� T1:C;;A 1!tDV3TRIEP 2,VI1 n 111'1'ak lndur,tl inn. lnc ••'Ihu C:t %1 n9tA%:!•' t' y • o•L� .,-t1.0 7-1-0 10-4 '/ z-u. _7.A-n•o.--__-__.._._._.?,'i-�'i� zo 1 1.0.0 'f•9.0 3-3-0 3.3-7 1 A46, IVi+ i: y: (k 4 x 4 5 _ 1x4 h 1r.4 S; 1x4 '� 1,.000 11 2 3 1 r.4 )x4 r G- -f, �= `.�� . 9 1x4 Io 20 0-1 17 iH 1F 14 13 ]2 ]1 1x1 2x4 2x4 !,y,6 7x4 7.4 1x4 3x'1 1n-0-6 71-11.13 4•)0••!0 9-3-5 ID-11-9 16-U-U 0 4-10.10 4-4-10 4-8-4 2.0-15 7-0.51-11.72-p-7 r ' 1.11.•17 ►lute orIu,.tn (I.ert,'I'op): 14: 0. 1.CAP1r0 (!•r.f) Irt'ht'IkU T•t7.0 C 1 1)RF 1. Ilul lit:,- 1/d-fi IIWJ ftt 1 TCLL 25.0 Pl atrs int'rabl.t• 1.]6 TC 0.54 Vel•L(I,L) 0.0I 4 999 Mz0(k0•10) 1}'•.'}1• :CCL 7.0 latmh4r Incrrnrt• l.lb PC 0,26 Vert(11) 0,01 1/11 999 tlefoltt: V W KILL 0.0 Nei, Struso InrI y E S 418 0.52 1101-1Crl,) 0,01 11 It/en gCPL I..O Cr:Sr• Ulu- Min Lenr}th / LL drfl 240 (1•n f.rlxl 7_. CdhltU : Y. 4 IW ri0: Ctil`r.V 2 x 4 Ur Nt•,1 V1'It14 2. x 4 UI' f.1-1 OTHSky .. •1 Ur s,td •f.r.coil^ % x 4 IIr 1.U.1 ii shemlu:d 1U11if(SJ Ib, 19, REACTIONS (Ibn/x17P) 1.653!0.!,-7, 16-689/U-5-7, 14.1H9/U-S-'/. 15.0•../U-'.-7, 1I Irl/U-b•7, 17.173/0-5-7 Me. Uplift Ir--U(lonA rune 2) Max Vert 1r653(load cane 1), 11-159(load coso 1). 16-GHb(lnad rntte 11, 14•llte(laad cnxr 1), 15-109(lond ebbe 3), 13-167.(]oxrl cent: 3). 12-10h(Iowl rAna 3) TCP CHORD 1-2�-11`•4. :-3••704 :1.4 •10!4. 4-5•-UU, 5-6--I04, 6-7•-Ul. 7-8•-90• U-9^•97. 9-10._94•-j U-1 1•'-OY BIT C!;CRO 11-1701t, 1%-1.f•�N, 1!•IA•!tN, 14.15.60. 1 r-1G•5U, lr-l7.60G. I-1't•6f;(, hEOS 2-'dl--'141. %0-71•-60. IH•%U•-108, IU-19•-'/3U, 1G-19•-73I, Z-11-1!,A, 3-21.156. 4-20--tip, !t_]U••49, 1.• 14--11M, 7.1a•-95. H-14--116, 9-13•-125, 10-12•-130 1 NOTES 1; "tit trunx ttnr, hron rhrckrl' (at un1 nlnncerl loa.iing conditions about Joint 5, L✓.4D CAsL(9) bttn:dnrd 3 I Y' �4F Y i,.-•ry\4I,tiR y .n. 1 q` I'T 1 C�rt 'G e r•- f G{� ' r✓c v' . , , .1, t•Via„ 7 3 "{xY,tR�k T.H��`��4+5'��`, ,;�Th "�i I ,t.d 9==< < < <DRAWING> > > >============--====[ 461208 ]=- ================< < < <TECNA> > > >=-- Customer : KEYWAY-I5-UNIT Wed Nov 03 16 : 07 : 41 1993 Project #: 9974 Truss ID : E2 Family # "201 Quantity : 2 Top Pitch 4 . /12 --3--=.--_-.----_-.----_-.-----------------.__- NOTES: 1 -Gable studsspacedat 24 inches o.c. i 2 -Brace vertical studs in accordance with standard gable end detail 3 -Continuous bearing provided along entire bottom c ord 4 -Provide 1X4 plates at each end of gable stud unless oche �1-0 _� 4-8 9-4 4t" 91 �► I 4-8 4-8 a R 5-03-94 3X4 �-" 0V 0 41993 4 9-4 ~ 9-4 � L. HL TO PX:9-18-1 LEFT HEIGHT:9-4-3 SPAN:9-4 RISE:3-5-6 RIGHT HEIGHT:3-5-8 mNHI ===_P===_======= _====_===_ _ ========-======_ ====__=_____=======_____ ! . LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER I' L D TOP CHORD: 2*4 No. 1&Btr GR DF-L I'OP 25 7HOT CHORD: 2*4 No. 1&Btr GR DF-L (�1, 30TT 0 10 DEFL. @0=0.00 < L/240 WEBS : 2*4 STANDARD GR DF-L 3TR. INC. • LUMB-= 1 . 15 PLATE = 1 . 15 -- SPACING • 24 . 0 in . o c REPETITIVE STRESSES USED NO. OF MEMBERS = 1 'LATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN ' 'LATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICAL LY(EXCEPT AS SHOWd)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC—ICBO,TPI-91 PHIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. 1• •�� { Lam: r#' i I j NOU 04 '93 14:20 FROM MITEK INDUSTRIES TO 5036688115 PAGE.018 __=<( < <A-C.E.S Version 6. 0> > > >■*wc==aaww== Customer : KEYWAY-15-UNIT [ 461222 ]Mwm=_=awaa==< < < <TE A> > > >=== Project #: 97K Trus ID : R WedNov 03 16 : 9: 26 1993 Span : N-8 Quan�iiry 10 FamilyI Top Ptch 20%1_2 M ■aAMf___oaaya =aawaww=___aarwwc=caarar==aaawwc===aw�r=c=aa4ww- TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROV 1-2-560 4-5■ 527 2-5■ 89 1•-459 5,90 ES INC. i 2-3. 0 5-la $27 2-4s-556 4s-388 1.50 4P p9 3-4■-156 ONAL 1 L1-0 4-7-4 accts 4-7-4 4-7-4 HUYIIU q 103 1X4 3x4 0 410 3X4 I t � 1X4 4 4-7-4 3X4 4-7-4 4-7-4 k HL TO PK:9--8-8 EFT HEIGHT:0-4-3 SPAN:9-2-8 RISE:3-5--8 RIGHT HEIGHT: 3-5 ===e==c===3mxaaawnawaawarrwaaaaaww awwswslaeswwwwwwwwwwaatma^r-=v=x=-x==-=aawwawwww OADZNG (PSF� M X STRESSES 22332Z MINIMUM GRADE OF L�M8ER OP 2L 7 B8TT 1--2-0.153 BOT CHORD: J* No. 1&Btr R DF-L NO. 1&Btr OR VF-L I OTT 10 DEFL. 95=0. 01 < L/240 WEBS :2*4 STANDARD GR DF-L w:sw_c==========x=aas<waw-♦wawaaawwywwrrwaw=awsvwn=ns======r========a=Qs:wwwawawa TR.INC. : LUMB w 1 . 15 PLJTE = 1 . 15 SPACING : 24.0 in o. C. EPETITIVE STRESSES USED NO. OF MEMBERS = 1 ATES ARE MITEX M20-186,147 PWA1FACMED FROM ASTM A 446 GRD A GALVANIZED STEEL(D(CEPT AS 301N) -ATE MUST IS on"Me13 FORALLED ON EACH FACE OF JOJKT.TRM FABRICATION ONLY-AM PERMANENT ANDrTEMPORARY SRDa" AS �Ne(WICH 13ALWAY'SWITH RiEM)WWXT BLDG ARCHITECT OORR,TENGI9NEER. It, f b , •••« = ___ <<A.C.E.S Version 6 0> > > >======== ===( 461204 )======== =< < <(TECNA> ) > >=== Customer • KEYWAY-I5-UNIT Wed Nov 03 16: 06: 38 1993 Project #: 975 Truss ID : R1A Family # : 20S Span 5--8-8 Quantity : 8 Top Patch : 6. /12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2■ 0 3-1. 0 1•-312 5.50 2-3■-173 3•-227 1.50 f i 1D C. W 4�J Ot NAJ� a F, 1 .1 -0 5-8-8 - 5-8-8 �N 71 ENG. APPLICABLE FOR TRUSSES M / SHORTER SPAN l axPm gg NOV 0 41993 3X4 3 , 5-8-8 5-8-8 HL TO PK: 6-4-9 LEFT HEIGHT:0-4-7 SPAN: 5-8-8 RISE: 3-2-11 RIGHT HEIGHT: 3-2-11 :,OADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.397 TOP CHORD: 2*4 No. 1&Btr GR DF-L COP 25 7 BOTT 3-1=0. 124 BOT CHORD: 2*4 No. 1&Btr GR DF-L 30TT 0 10 DEFL. < L/240 WEBS : 2*4 STANDARD GR DF-L 3TR. INC. : -LUMB = 1 . 15 PLATE = 1 . 15 SPACING- • 24.0 in, o. c . REPETITIVE STRESSES USED NO. OF MEMBERS = 1 'LATE$ ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 •HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. i w t 1 it ' 3 OCT 21 193 10: 15 FROM h11TEK VIDUSTRiFS TO 5036688115 PAGE,ON < <A .C.E. 5 Version 6 . 0> > > >.�..-sr_-= == l 450039 � .,�_,___,,,,4_- < < < (TrCNA) - � . Customer KEYWAY--8-UNITE Wed Oct 7.0 1 3 �, : Project #: 52.6 Truss Ip Span 10--0 _ Quantity 10 familyy # . 1pl 0 'Pop P1Lch : 6 . / T2 "=Sam=_-.-__-_-_=II n rv.177 A.._ _-�_��'!7t!O D_-=1f'J 7rf QC•__�.�� .3 _.�1 r�C-'-._-��.___._.--•-e-..--. _ TGP MRD BOTTOM CHORD WEBS REICTI1PrS - SIZE - APPRQVE i f 1-2•-424 3-4. 374 2-4a 95 1e.485 5.51 79; 2-3r-424 4-1= 374 3%-401 5.50 ��`b� t%ul'NAp 10-0 5-0 S-0 —I 4X4 ? 0 C T ? 1 192 3X4 y � _ Y 4 1X4 5-0_ 5-0 'f L. HL TO PK:5-7-1 : 5-7- PK 1 R. HL TO LEFT HEIGHT:0-4-7 SPAN: 10-0 RISE: 2-10-7 RIGHT TO PK : 0-4-1 ov;TO) = ====c=aaM--z-eamdrawmo==-==r----vrae-==-_zz�-nOma T,nanTia� L(VgP) �MAYY CT L'Cd�C79 4 �eTelx�eu�� I�1nnp O�]t L I�yT n TnP !�i 7 1RI1'hT _T-0 7 98 1 RIOT CMOhll aa7+ pre. BOTT 0 10 DEFL.0 =0,01 < L1240 WEBS : 2*4 STANDARD GK DF-T, -____======wwwwrrr�:..avwww===c==vwwwrewv==c=-=awwvn,rave==�r +Y.:,oa=__.__-_.naa=c••r•.,_ STR. INC. : LUMB = 1 . 15 PLATE - 1 . 15 SPACING 24 . 0 in REPETITIVE STRESSES USED NO. OF MEMBERS PLATES ARE MITEK M20-186,147 MANUFACTURED FR/M ASTM A 446 GRD A QkVANIZFD 5TEE1_(EWCEPT A$ S1CM PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, "tfTRICALLY(EXCEPT AS SNDEN E _(gN C( Fp WITH N05 DESIc�1 SPECS, U6!:-ICAO,iPI 31 TTII3 DESIGN IS FOR TP:USS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACIN(1(WIIICH IS ALWAYS REM)CCx!4ULT 81.06 AP0!1TEGT QJ y OCT 21 193 10: I�, Fk .rl IiIIE:K INDUSTRIES rtas( ( ( (A.C.E. S Version 6 0) ) ) )oasi.,tea==_- - 5 _ Customer : KEYWAY-8--UNITE -[ 4,U040 ( > Pro)ect #: 926 zD R11t Wed pr.t: 2U 1 3 . 42 : 43 1 9 Span 10-0 Truss t Family �� _ Quinti Y 2 Top Pat h 6��12 k TOP CHORD BOTTCfA C)10RD WEBS -- =-,� 1-2•-424 3_4. 37,1 2-4,. 9R REACTIONS - SIZE APO - 1•-4H6 5.59 �L K INGJSTRI:S 2-3*-424 4-.1. 314 �p E'RO�� 4 ON 5-0 Ozo 1 -0 S-0 Axa QCT ' 2 74 v `�. 3 x It 4 �\ 1x4 Aj 5-0 5-0 1 L. HL TO PK: 5-7-1 R, HL TO PK 5--7--1 LEFT LEFT HEIGHT:0-4-7 SPAN: 10-0 RTSE: 7,-1U-7 RIGHT HE GHT LOADING (PSF) MAX STRESSESMINIMUM --- -- -- `_=-- -- p GRADE OF L MBER T')P 25 7 TOP 1-1�0. "t54 � * U BUTT 4-1 -U 1Q7 IUP G}10I�D: 2*4 No. 1 &Eitr GR Dr-i.; P BOTT 0 10 DEFT. @4-0. 01 < .L/240 ROTTSCfiORD:2*4 No. 1 &Btr GR DF'-1., �•�_____= aztve!amscc= =cz•eo+aa+l0=as_---.a xi n.-=:,�---__-..-�_-_-= STANDARD GR DF--L STR. NC. : LUMB - 1 . 15 PLA'T'E = 1 . 15 REPETITIVE STRESSES USED NO�COFNGMEMF3ERS -n� o. c , t PLATES ARE MITEK M-w-186,147 MANUFACTURED FROM ASTM A 448 GRD A GALVANIZED STEEL(EXCEPT AS SIK M) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SY►'METRICALLY(EXCEPT AS SIO M)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICM,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACI14G(411Cm IS ALWAYS REQU)CONSUI-T BLDG AICNITECT !7R ENrT 4FFR r *xr 001.1.7 1 ) .... ....._ ._... _: :_ • ; Cus, omen Kl' YWAY•-E1•-UNT'P 21 Prc)ject #; . 926 Truss ID . 1,1 i'r,mi]'r 0 Span 10-0 QI. -inti.ty 2 Top FJA.ci, . i; 1 . ,ry NOTES: I�--Gai lo- ^turfs•: s meed Lit 24 lncho , o.c . __._......_.__...... . . q. 2 -IIrar:e v(.'1•(:'1 City stll(iE, ill c-Icc u'rdallc(? with a1.i+11C)d 1'O c)ilb l e (.11(1 (i(•i. .I i 't 3 -Cmiti nuou . hr!nl-i.)1y providrd alonq en Li r.e boUoni chord 4 -Provide ] X4 l:+] aces at each end of (j,�h] e Gi.t.Ir) un]F>>;�i 4t(4 .1 4 9 f ' f "il t L. 1(1. TO ]'1(:5 'r t 11, 111, TO I.1( (" LEI-'T III;[t;11T:f1-4 'r' SPAN:In.-17 H1S1::l- 1(J 7 1110117. 111;1(:117 :(1 (PSFMAX STRESSES MI11IMUPi GRAD1; OF )r,.Ihlltl: e I, 7 TOT? CHORD: 2*4 11 o . ] f.1;'. r (R TOP ! ' i0. 75 7 130T CHOPM: 2*4 ilo ] (•i': t BOTS! 130T 10 DL:_FI @0=0 . 00 < L/240 WRIIS 2*4 STR-IVC L,L)1•lli - 1 . .j;'�: . 1)1,11'1'li�._-:1 . 15-__ SIPACXII G- r ?. i 0 .i REF r, (, • ErITIVI. ST-kESSFIC) U'gPD NO. OF I•ii?)QI ER.I - 1 t *,LAM. ARE M1TCh' M'0-186,147 MA'IUI A(I01t10 FROM AS 111 A 446 GRID A GALVAN17(I) S I r I 10 YCrP1 AS S!10t,111) ., PLATE NJST fit iNSiAEL10 ON CAC11 ACI 01 J01fJ7, SYM1111RICALLY(EXCCPI AS SII0WU)U1SlW1 UflfUrmw: 'eMill N(S Ir'i iH1S CESIG4 iS (Oft TRUSS MIRICA((ON (1MlY•i011 PCIUTANCMT AND 1EMPORARY RRACiNG(WIIICI! Is Al WAYS i `y i A s _a • '•� ,tam.. r r 77 �i `CUaiOFll!?.0 KLYC'I11`�-11 -UIII'1'6 00111)9 , Walt WOcL- 20 1'l • ).5 : + Project 9 : 926 Truss ID : E7 l rni.] 10 1 01 snall 13•-0 (hall : ty 2 Top Pitch NOTES: 1st.tldq sp aced at 24 .i.nchos o.c . l } •tirac•e vex:t:i,cal :studs :in accordance with1'�tr�ncl;:r.rl 'J"Ib e orad 3) -Cunt:}.rluou:t bearing provided along entire bottom chord r f1 -•)'lt.-ov�.dde 1X•1 pl,:ttes at each encs oL- c)abla stair, urll.o.,is nt:hni-wirin 4-6 _-.._—__ _.----- 41(4 3)14 V i I .....F i Q i ilTli uifirfl li!�!i i i.Ii,1�:114QTg7�iIQT�1TiQTlTilililliU Q liblia�m i tlgiiii�llq'4ti�1i 4dI'',1 i'PI•I{i"' -`-..� �^ a `Fv tQ j fAyn I —�-ti------- 13-0 Ott Ill. TO PR:7-:3-:1 R. 111. TO PI( IXFT 111;CG11'f:Ei-1-7 5t'11N 1'l-ri 11tSi,:3-7-7 IM31T I11:I(;IIT:E1 9-"r wU'', .- - Lt ~Cir'• { LOADING RAX STRESSES ftIttI h1Ut1 GRADE OF TOP 2� i TOP CHORD: 2. k4 ffo. 1 �,r31:, c;' r ; DOT CHORD: 2114 tics. 1 &kit:l' hOTT 0 lU _ DEFL. @0=0 . 00 < I,/240 WEBS : I'. k ;;'I'11PIf)t;F?.0 I. i STR.I14C . : T LMB = .1 . 15--PLATE-=~1 . 1.5 ~-- -_-SPACTMG • .••2 q REPETITTVI�; s,rRESSES USED 0 in o. r„ FOLATES ARE >sIICS-!12U-1t1G4147 MANUFACTUREo FROM ASTM A •146 GRU A GALVANIZED STER((X�i. PLATE `!UST BE INSI'AMO Q:1EACII FACE OF JOINT, SYMMETRiCALLY(EXCI:PT AS S110Wll)0FSIGN a01JFOR?15 4llfll 1145 DESIGH St'F(S, UL: '(-';," ; .THIS CUM? IS 1'1)!( MUSS FAURiCA71ON ONLY.FGR PERMANENT AND TEMPORARY ®RACING(WNIC11 IS ALWAYS RF.QU)CONSUi.I 1106, At!^gilErT rf? : i; tiS Y e q. (.f a'.,.. '+{.v. ..qsT ".,r. ,,. .. ,.. - ,MyGySv.�w,,,,.d'uA�MY}u�u,..rr�, .. ..•,R hn:•ral eu+UN;.r., r. -, 5,Y q.plcrws ''S�i5' , . ,,,,:.�� , . •,ern. A5� Oak GC I 19 ':J3 14:4 r' f-lil11 l III IF 1 h1UU�l fi l k c. ILI U_GbtL,ll: rlttat_.UIU �! p i f ==(( < (A.C.E. S Versi 448585 wes========x Customer : gKEYWAY-ri-UNIT6 ] Qct c c c c 9 : 1 7 1 99.1 Project #: 1 �0 Truss ID R7 Familyyty19. 01U39 : 17 1993 Quantity 2 Top Patch G. /12 i 'wwwccc_===5cvamnr--- --•-=spa.eere===-_-_sw�udn�nnr>tr_=.-_==rnndr.nnnea===_'=====asr:mmusztxr.nnr.r••,, TOP G,'ORp BOTTOM Q10RD WEALS REACTIO"lS - 511E APPPOVFO FOR alEK INDUSTRIES 11�C. 1-2•-566 1-.4. 499 2-4. 125 1.-611 5.50 7.3•-S£d 4-1. 459 3--G11 5.5D � . 0 C � 4X4 OCT 19 1993 I i e � , �r i 1X4 I --SLC HL TO PK: 7-3--3 FT HEIGHT: 0-4-7 SPAN: 13-0 RISE: 3-7--7 FRIGHT HEIGHT: 0--4-� .F C a�r!.-�-_.-=W c�-...��____'z e,:nR^x—===SGC.:G—_!s r_.•—_`--sz ADIN.G2L(PSFb MAX STRESSES MINIMUM GRADE OF LUMBER TOP 1-2-$. 468 TOP CHORD: 2*q No. 1&Bt r GR DF L. TT 0 1 p BOTT 4-1 -- 234 BOT C110RD: 2*4 N0. 1 &Btr GR DF -I, DEFT,, @4=0. 01 < L/240 WEBS : 7,*4 STANDARD GR DF'-L ee===c-==r_aswm�-===-===mr�►aees=-=c=-sreee�rx•-=--_ R. INC. : LUMB = 1 . 15 PLATE = 1 . 15 - PA I : PETITIVE STRESSES USED SPACING 24 . 0 '�. N0. OF MEMBERS = I 'ES ARE MITEK 1420-186,147 MNUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS S!") -F MIST 9E INSTALLED ON EACH FACE OF JOINT, SY?KTPICALLY(FXCEPT AS SHOWN)DESIGN CONFORMS WITW NDS DESIGN SPECS, UBC-ICSO,TPI-91 > DESIGN 1S FOR TRUSS FABRICATION ONLY,FOR PERMANENT AND TETARY BRACING(WHICH 15 ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER, } IF Truan Tyl,r ply r1y a . i 416 3E8 FLOOR � 2 1 TECah INDI'STRIES - ..'._.'-.— •--•..._--_ „ � � 2.011 a t1l Tllk Luluat rlrc lac. Thu OGl %i h^t;1 , 1-0.00 t-6.0 I �.p.p! 4_0_0_1.12• i A I 3 0 0 a 1-0 1,�•r, 15 1-U•1, 4X4 3x4 4 s:( •, 144 r,.000(ii 1x4 14 0 114 n Imp lu 22 17 16 1 514 1 y 1r'4 1X4 1x4 2x4 Ir;1x4 2n4 1x4 3x4 I...'� !'-I'•',., 0"6-0 17-4-6 16.6-11 .0-'r•z �..•,.. 4-0.0 4-3-6 3.7-5 4-0.6 4••0.1.1 LOADJZ:C ( s!) RPhCINO 7-0-0 cal TOLL ,p DEFL I ln)I lr...l 1/dell r•LnrL:, Plate• itirreanr 1.15 TC 0.41 Vert(LL) 0.05 4 99y n;u(7f;,r,,t t TCDL +., Ltim1mr Incrrnlrc 1,15 fir, 0.22 VnrtITL) 0.06 GCLL 9 7`19 Uo111. ;. cod ntlrna Incl PC: WB 0.50 Mort(IL) 0.01 lu 1,/r ' BCDL 10.1' Cade UBC filn Length / I.I. dt•fl 740 r IV OL' (Natl:ri TOF CII:rRD z x 4 i,i' Na.1 1^T CHORD 2 X 4 PF tfn.l WINNS 2 Y, 4 OF RLd •� I OtHSxs 2 Is 4 nr•' st(l It RAC INO "nG 1'OP CHORD 1.1lurall:r0 :JT Ct10RD sheathed tt kYl:, 301N1(s) 20. Il, %7 "we RERCTIOYS (lts/ lFrt) 1•55E/t1.!.'], 11-174/0-5-7, 10.746/0-5-7, 16-324/0-}_7, 1!•404/U-S-'/ �4. M+tr. vurl l•55(llluncl c•ano 2). I1-21111nnd case 3), 10.7AG11oad caac 1). 16.3/ti(lond Cas@ 3), 13.404(luyd cahu 1) FJCC::S =;.i TOP CIfORO 1-7--6R1, 7-1.31. :1.4.101. /-!1-1)y, 0-0.102, b-7-91, 7.0• r 10.11.106 11 a, M9r(t4, r/.lry.)bG. DOT CHORO 11-12—C,6. 12-].1.-66, 1a•14�-G6. 11-15•-GG, 15-It -66, 1G-17•_F,6. 17.1H,..6r,, 10.19.637, I-19!,37 4'E9fl 2-22••677, 71-2).r.hS7, 7b•2I•-701, 10-20•-010. E-19.13%. 3-77.34. 4•lt.•YI, 5-20•-7H,, 6.17..10(,. 'I.16•..1YN, 0-10-60, 7.13•_230, I<1-I?•..cn t N NOTES r 1) ihls trust has born chrc•kCr1 lc,t unl,a)nllced loading conditlonn about Jnlnt )' LORD CASE(5) r7. w' .. �le1dY'tAw,urea*u9.rre,„dt�+rb�.ir•�"*ty9'1 !Mwdaehwtra -. .. _. _ ==< ( < CA.C.E.S VarsiQ11 5. 0) ) ) )===-=.�ew�r�+[ 440506 )=-acleosRw..rr< C < trE( lA? ) ) )!=a Customer • KEYWAY-B-UNITEruA Oct 14 09. 39 : 35 1993 Famil Pro act N: 926 Trus n r1 E1 y N 10A Spa 24-2 Quantify 2 Top Pitch 6. /12 1 rrrr!lc.=v-�T*nrve-nrmte❑c:v=cxarw..nlnnl0lca-==ssamn....rmwr /ewe'-cvr_.---_—cam--cam- -=srr.a- � o TOP 04ORD ROTTCM CHORD WE RS REACTIONS - SI7E APPROVED FOR MiTFK INWSTRIES 11r_ -2•-173 6-7. 1352 3.1e-1432 1--999 5,50 -3. 0 1.8e 909 3-8•-201 6--1083 5.50 r '"4x.1247 8-1. 1219 4.8. 386 pit -5■-1327 4-7. 520 �+ 6r.1529 5.7--321 M Q s • r i T CHORD SPLICES:7-8.3X61 j TE OFFSETS (X-LEFT,Y-TOP):(j3.4,1.5), • t 1 5-6-12 11-7 17 7-4 24-2 1 5-6-12 6-0-4 6-0-4 6-6-12 04 OCT 10 M3 . a 3X6 ` 1X4 1X4 f� / d 9 _ 3X5 1 3x4 3X4 3X;, e F------.Z_.¢-13 I - 15-7-] 24-2 7-6-13 8-0-5 8-6-13 1 HL TO PK: 12--11-7 R. HL TO PK ; 14-0-13 FT HEIGHT: 0-10-7 SPAN: 24-2 RISE: 6-7- 15 RIGHT HEIGNT: 0-4-7 ' •6wwlfew==_.__ ==v=SeCC>felCc==— --- ADING --_:r=eG,-=-=_r----=-----------=-= (PSFD MAX STRESS S MINIMUM GRADE OF LUMBER P 2 7 TOP 8-4=U. 480 TOP CHORD: 2*gg No. 1 &Btr GR DF-L P 0 17 BOTT -7w 477 BOT CHORD: 2*4 No. 1 &Btr GR DF-L _ DEFL. @7=0. 05 ( L/240 WFP.S : 2*4 STANDARD GR DF--L rr.swlef efs= e LUMB 1= �=ramRrrPLrrATrnw = E 1 ac- =-1 =5 vR!lwrt•• SI-”P= SPACI-= �NG eP3a tm24-CR0 nCl.C. �a.o�^=c=�-'-=-�C�C INC. : - = . i . . . PETITIVE STRESSES USED NO. OF MEMBERS = 1 1-1 BRACED at 1/2 POINTS AS SHOWN ABOVE :VN 1w4 or 2x3 Co"t.eraclM COMM.w/2-6d-nailc,or T-brace of tame also and grade as web conn.-to narro-, face w/lDd nails 6 in. o.c 'E$ ARE MITEK M20-1$6,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) E MUST BE INSTALLED ON EACH FACE OF JOINT, SYhHETRICALLY(EXCEPT AS SHOWN)DESIGN CONFOW S WITH NDS DFSIGN SPECS, U«C-I M,TPI-91 DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMWIFNT AND TE?"ARY BRACING(WHICH IS ALWAYS REQO)C()NSULT BLDG ARCHITECT OR EM;IN£EP. 1 A' " ±h�1 Mr I , « f I I I 4I-Cozzif � D 8�(iE ,� I ..`. 2i33TF111'�Tilndu�tnoo;TrigTnu'Nor-fi"ia1;•':•ssir� VaFs1 i w • . 1 I 1--'•1-- f 6.1_._._.��_.._.._�2'�0_.._�_�...�14'.LQ�........_.{.�...-.X.114......r...•1'.'•'t;� r.. ,! 60•a a 00 140 i IX,4 1Xn c q 1xa � r I A 3\4 1X4 YX4 1X4 2X4 3XKPX4 1X4 lye r LUAbINQ TOLL FnACiNC CGI _ DEFIL (I n) (>X) Ivor, 25,0 I Patotlnaraaeo 1,15 TO 0.40 Vort(LU 0,03 AIO 999 p(AT£$ C;gll' TCDL 7,0 l.umbe;(ncteAso 1,16 AC 0.26 y M?C(20ga) t�' 1s j ACLL 0.0 Rep 6trtts Irtw YEq er-I 0.07 NO 999 x. LO CV; 10,0 I Corin - - WB D.gt _ UBC Nor[ Alntrtt � A � + _..._.. ( ) Min Length 1 Ll,dPil.240 LUMBER TOP CHM0 2 X 4 U: No.t RPLACIN13 q DF No. TOP CHORD b'rl•^gthW F>:1T y CHOrZD ,X, ' WE as Q X 4 Dr Std OOT CHORD AlVld ceiling dlroc7y app,, "04, ••«" ^",''R. C/TKRS 2 X a Dr stu- or 10-00(o on cantor ' bracing. U� WE B& t now at nddpt P-N d(ZI Scjf'y I JOINT(5) P REACTIONSIbdsizP ( ) A-G8M0 5 A,}1x311/0}0,Nc511i0-SA Lr.27W 5 F:J-43131/0-"9 MAx Vert A:•BS,t(load Ceta 1I,H.ti1i 7paQd ansa 1),Nn511(hlxf Cate 1),L■218(land care 3),J,4{,9poed wso 3) ; '11 � �,� i TOCP CHOiID A-B►9tG,B•C.28>,G D.•219,D E_2",E-F. ,1 ' BOT CuoaO S-I�16V,.N-P 9,J4.0i ,K l.1 Rg,l•M.169,M Nz t 5Q,N 04447,A-04d7 WE 65 8 P 4?1,N•P,GG4,O p<132,D-M-:1.71,F•L--182:F•J- a 2R8,G-1-56.� 4 1)`,�.t4 L•U•.: ns tirk be � '►�•.....w�r'•�.! tri`... 4n c.,r,.kt>;f IDr UrN F!%444I,,7ad'n r•V�;, '`•.r�` D cvndill0ns Al7DUt};�!nt LOAD OASES) S�rryJ.Srd P• ., a � I NOV I �t i I c�Jtu,`0-1cr()yl deslSri pGiMute*qJTgir A• ..:: 13 th.T&7 A0,'n RC9Ntt¢S R7riR nhFu►ut f/a�. R X70 V'rY 1ta.1 M1et C7inr ClCrt ih11 OPf.fin 5 tc"2 onH%jpon DatIrAMOlt th.-W%Ohd h IV On hK"U.jt tr,:l7lrq cc••+;✓,.,rr I r.Sr t•.1 Y,:d and LV�M«er!kary, AGi�OCL'ty v:rkaJn t>uromrl+nl and(YOpGI Neon fi � , OfC.Q•14t.OitlCInQ(hC+tYn k!cw lniarnl n, poroilun ral ct>•r+ponanl?rryp0rhmttly of bvM'nQ dwgner•NSI ItJtt EF ' F<�•n al Indt,1jV01 w0b rnemt-04 onty,Add4i5ml j%mr roti broeM 1e Inevle 110DCrr E,hQ ce,rr,c!r r,> the ±• Crnetor,Atln;l:enot w mOnenf NaeYq 91 in!0ve1a1 flluolure b Ih4 WrIsm"tty Of 1ho bu1d"drtt7r•tr,ror eenProl Ovd. Cr •�,�'�•-K:FDDrCC:b+r.CtWM1'con 1w,11("",Qehe'X,Off Z11411 Q-A WOO".40MVn CIT41 Qv0!ay RPMOrd,D11-00 ImcVV spa._'Mrr,'-3rk non F1q•Vt ��:' ;;In:.•QUInnOrAs!eCln.7RntNnrne+Wa'�c«neyolUDbnOmiruOtwlch+slauto,6aJD'O�OhbDINe,MvOten,WI1�71P, til•vl, Ind::r.:r;.a, ti 1.6 r7l OCT 19 193 14,49 FROM M1TEK INDUSTRIES TO 5036698115 PPGE.012 i zx,< c < <A.C. E , S Version f . 0> ? > >- -_( 44BSF37 ) ---o.-.a---< < < <TLCNA> > > >= Customer K YWAY--B-UNIT6 Tue Oct 19 09 : 40: 05 199 Project # 67 Trus'S ID G8 Family 11 Span QLlantity 4 Top Pitch 12 ;. •Aaaria.nc-c=o=-r_---mAa-aaaa-aan-r_cxc—====.--___—_____ __ _ T11a CHORO 80TTOM CHORD 4EBS REACTICA6 - SIZE APPROVEO FOR MITFKTRIES IIlC. 1-20-6685 8-9. 12061 2-13. 10124 1■-7703 5.50 s 2-3■-11181 9-10v 12061 3-13. 582 8--7703 5.50 3-4.-10339 10-11. 9811, 3-12--873 4-5--8161 11-12a 9248 4-12. 2762 v1;La 5.6.-9161 12-13v 1DO01 4-11--2823 6-7--10973 13-1. 0 5-11. 1040 ! ■ 74--13596 6-11v-3643 6-10- 3639 r 7-10--26015 1 TT CF+C<<D Srl10ES;11-12-5x6, 7-9: 2423 • .ATE OFFSETS (x-LEFT,Y-TOP):(J2.4,2.51,(3!i*4,1.5),(3E,•3,2),(,10.4,21,[,111=4,4),(,13.9,2), � 1 7 i J-7-9 7.6.7I �9-6_� ? - f 3 i� 15�7•g ► 1 � -s 11-7 4 0-9 4-0-9 3-10-13 4-7�9 3-7 3 7X8 s OCT 19 4x6 \ 4x7 . 1X5 4X6 S 7 I 7l16 8XB+4X5 13 4x 12 12 4x6 Gx9 4x7 3x4 2x3 *EDGE r3-7-9 -4- -100-1] ��0�9 4 $'��Z_ 24- ,: 3-7-9 0-9 - --3-10-t 3 � Vii; 1 ` HL TO PK: 12-11 -7 R. HL TO PK : 14--0--13 "T NEIGHT: 0-10-7 SPAN: 24-2 RISE: 6-7-15 RIGHT IIEIGHT: 0-4-7 A L(F FD MAX STRESS S MINIMUM GRADE OF LUMBER '" P 2S 7 BATT 7-9■0 938 TOP CHORD: 2*4 No. 1 &Btr GR DF-1, TT 0 10 BOT CHORD: Z 6 SS OR DF--L DEF'L. @10=0. 10 < L/240 WEBS : 2*4 STANDARD GR DF-L RING I�UMF3 = 1 , 15 PLATE 1 . 15 PETITIVE STRESSES NOT JSEb SPACTUG • 24. 0 in. o. c. NO. OF MEMBERS 2 SING STRESS INCREASE LOADING PANEL(PLF) / JOI NTS(LA%) L"ER PLATE TYFE - 1.15 1.15 UNIFLM"1 2- 8. 64 8- 1. 584 3: 2--13; 5-11 TO BF 2*4 N0. 1RF3tr GR DF--L MEMBERS NAILED TOCETr(ER W/1f.;0 NAILS 12 In, e,c. or 10d NAILS, 10 in. o.c.BE (C.�i()RO ANO WF 85) nn "s ES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 ORD A GALVANIZED STEEL(EXCEPT AS 311O47y) E P'IST INSTALLED ON EACH DACE OF JOINT, SYMIETRICALLY(EXCEPT AS SI*gN)pESICN CONFORrtS WITH HOS Df!iIC71 SPECS, UK-IC50,TPI-91 OES10i 1S FO''R TRUSS FABRICATION ONLY,FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSt1LT OLDG AR(?1ITECT OR E'rINEV. 001269 c� Customer KEYWAY-Q--UNT116 Fr-i Oct. 22 0•/ : U', : 4(. --Project 8 : 91.6-- Truss IT) FWI Family N . I Suan_�_-= :18_10_==•-. QuanLity_=__ Top Pi t.ch . r, NOTES I -Gable-stUd�l Spaced~at:-16~inches o-c a 2 -Brace vertical studs in accordance. w:it. h standard able mid ()(-! ; 3 -Conti mous buaT:i.ny provided along entire bottom r.iIor.-Cl 4 -provide 1 Y,4 pJ ates ZL- each end of gable: stud un,lesy ot.lwvv,, l not 14-5Pi_4^4�-- 7-5-12 .6 11-4 L� 6-11-4 7_tl:-)j I , 1 4)14 2 y -r" 4 3)t9 ~r 1 jPi;i'!I;i!!!I'I'Iljijl!!I Illjl(jEllltll�!I'I III !T.I!Ill i Ijl!Llli Illllrl I t!I I�lj!jl i iji I I�tI!I I! !I 1 I I I !I I!!i I I I!Ij'1!f Iltllltl;:I I!!IT,m Im 11 !j!!;!:j T}•rI r�;'�. � t 3X SPL. i 9—y••D 19-0-0 L'0-id L. Ht, TO PH:16-1-7 H. In, TO 111; : TE, 1 7 �! LEFT, IIINGHT:O--4-7 Sf't1N:ZE3-it) 111SE:7-6-15 III(:11T HEIGHT :E)- 11 r LOADING (PSF) MAX STRESSES ISI]NTMUM GRADE OP 11U1.1110:1t I-, 1) Tor, CHORD: 2*4 No. 1Od ), C-R bll•• . TOP 25 7 BOT CHORD: 2*4 No. 11,1'Lr GR Dr-I, BOTT 0 10 DR L. @0: 0 . 00 < Ia/240 W113S : 2*4 STANDARD GA DF-1. STR INC : LUM13 _ 1 I ^PLATE- = 1. . 15 -SP,ICTNG -24 . 0 i n REPETITIVE STRESSES USI'l') IdO. OP MEMBERS' :: 1 PLATES ARE MITEY, 1120.106,147 MA:IIIfACT LIN fO rROM ASTH A 4116 GRD A GALVANIIID 5111.1 (1,XCEI'I A5 51IOWN) `` PLATE HOST DE PMAlLrD ON EACH EAEE Of' JOINT, SYM!-URICALLY(EXCEPT AS SI10NN)DE.SIGtt CUltfults15 Willi tills mIt"N SKI ", !II!! -IL40,1. !•;'. 1 Tit IS DESIGN IS mi 1R115S rARItICAT ION ON[Y.IOR PERMANENT AND TEMPORARY DRACIIIG(W)IIElf IS ALWAYS Itfn!i)CON SOE1 1106 0J IIII!I "N I4,''.'; F u1 : Z "{.I' ��•0`I� 4y �LW�°5� �° �� hl n �� '�r� rl t 1_- 1F� y1�Y1�tA� S'�' ',�'4"i,� ;r�.;• � ,l• 1 ,t g �� ""�i' �: a�,�r �.r .t ,�'' '��,5 �;� �,�•�, rtlr � 4�.;� �e� " ,1'+" w.,1 �a. i�,� ; O�M1 oil 111110 1 ---< < < <A.C. E . S Versi n 6. 0> > > >--.------ -_= . 4 4 - � 44Ei5f39 )��■---------< < < < ECfIA> > > > _-- Customer : KEYWAY-8-UNI1.16 Tue Oct 19 0W: 40 : 59 1943 ` 'Project 281 ect, # : 6 'Truss ID R12 Family # 10? Span 0 ouantity 6 Top Pitch 6 . 712 .n -n--rr■---as=c====m-ww .--w---�aac TOP U10RD EtOT" CHORD WE RS HALT M; - SIZE APPROVED FOR M1TEr. INUUSTRIFS THC, 1-2--1662 5-6, 1649 2-7--372 1■-1142 5.50 2-3--1628 6-7■ 1134 3-7. 600 5a-1276 5.50 , 3..4--1618 7-1. 1649 3-6- 600 tiIP ' 4-5--1862 4-69-372 „ i i 33TT CHORD SPLIC£5;6-7.30; 1_ 7-"�-12 , 14- 21-4-4110 7-5-12 6-tt-4 6-11-4 I-s-12 I 4>S4 OCT 19 f993 114 i J4 416 314 314 gn Y NL TO PK: 16-1 -7 R. HL TO PK : 16--1-7 # EFT HEIGHT: 0--4-7 SPAN: 2.8-10 RISE: 7-6-15 RIGHT HEIGHT: 0-4-7 w s r_r 0=_�-.�- _--C S mtq C a C4A--t7C===___��_ill Ctl C�4 Rr_G'C Q c sp=-===0CC3C S..ASL"�.�r�c�aL•.•• OAD'-NG 11 TOP MAX STREggSEES MINIMUM GRAAD OF LUMBER I TOP 1-2-0. 571 TOP CH0P.D: 2*� No. l &Btr GR DF-L, OP 25 7 BOTT 7-1 -8 61 1 BOT CHORD: 2*4 No. 1 &Btr GR DF--I, OTT 0 10 DEFL.@7■0 . 01 < L/'240 WEBS : 2*4 STANDARD GR DF-L --=nr.=cc-r_--=-co=--o-=as----e>twaaa-====___=====a�orarr- sac=====_______•=====c=az= LUMB ■ 1 . 15 PLATE 1 . 15 SPAC?NG • 24 . 0 in . o, c . EPETITIVE STRESSES USED NO. OF MEMBERS - 1 ,RTES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCENT AS SHOWN) ATE MUST SE INSTALLED ON EACH FACE OF JOINT. SYMMETRICALLY(EXCEPT AS -I- b )DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-IC8O,TP1-91 IIS DES104 IS FOR TRUSS FABRICATION ONLY.FOP, "ANENT AND TEMPORARY BRACINU(WH1CH IS ALWAYS REQD)COMSULT BLDG ARCHITECT OR ENGINEFR, r 1 a 4 1, N S I1�UR�1YA+eruF��sfkkl`t,°I�'1�'$Knf�+`'�'.' .��"'4"'A"is 1 v.n,•.n,,.M^w ,w 4c!"M�'�'��^.1,;. ,,,. sn;'�°"�•rMh�V�M41�hb1?wM"Y" 5 ;.r5a .wr,owm.roN'9e.F.x.ri��!'k �i s NOU 04 '93 14:22 FROM MITEK INDUSTRIES TO 5036688115 PAGE.021 e i vrr( (( (A.C.E.S VersiQ 6. 0> > > >rr=======rrr[ 461225 ]=rrrrr==arrr( ( ( C ECNA> > > >=r: Customer : KEYWAY-S-UNiT6 Wed Nov 03 1 - 14: 41 1993 Pr�oiiect #: Hg26 Truss ID : R11 Family # : 104 Spa Pi 28-10 Quantity : 6 Top Pitch : 6 . /12 ==■rrr======rrArrrc===arrrrr rrr===arr`rr===:rrra000=====rrrrr===""' _=Mft== TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR t��,S NC. 1-2■-18A6 5-6■ 1675 2-7■-383, 1.-1199 3.50 �� WAS 34- � t -ice-1650 6-7. 1 3-7- 612 5-1199 3,50 , 3- -1660 7-1■ 1676676 3-6■ 67T. 4-6■-1886 4-6--383' 3TT CHORD SPLICE3t6-7.3X6 t 6XP1tiQ9 ■ S•94 7-312 7-b-1 6-11-4 6-11-4 7-5-12 NOV 0 41993 4154 1>�� 114 I 4" 416 t 314 3>t4 2x3 WEDGE 6-6-6 9-3 HL TO PK: 16-1-7 R. HL TO PK : 16-1-7 SFT HEIGH,r:0-4-7 SPAN:28-10 RTSS: 7-6-15 RIGHT HEIGHT: 0-4-7 � -" •rrrrrrrr=-===-----=====dsa-xa==rrr=rr*rwr*rrrrrrrrrrraos-=========rnarrrrgaero�ww aA,DIp4 L(PSFJ MAXX STRESSES MINIMUM GRAJJ OF LUMBER aa . g75 TOP CHORD:2 No. 1 &Btr GR DF-L OP 255 BdTT ;s1=$ 614 BOT CHORD. 3*1 NTA1 &Btr OR DF-L D1'T 0 19 DEFL.@ 0.0� < L/240 WEBS STANDARD GR DF-L i ■rrrrrrrrLrrrrrrrrrrIrrerLaAdT==' e ===1 =.=1=5=rrarrrrrrrrrnrrrrrSPACING rrrrrrrSrrsinc=k=o==.=c==.EPRTITIVESTRESSESUSEDNO. OF MEMBERS ===rrrrrr , -2-4 CANT. LEFT HEEL, ATES ARE MITEK M20-166.147 MANUFACTURED FA 446 ORD A GALVANIZED STEEL(EXCEPT AS SHOWN) ATE MUST BE INSTALLED ON EACH FACE t1F J01P, svM4ETRiG Y(MPT AS SHOWN)DESIGI OONFWITH NDS DESIGN SPECS, U@C-?C90,TPI-91 IS DESIGN IS FOR TRUSS FABRICATION OHLY.FbR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONBULT ALM ARCHITECT OR ENGINEER. r ,K n h 919 • NUU 04 '93 14:21 FROM MITEK INDUSTRIES TO 5036688115 PAGE. , i t==C <C<A.C.E.5 Versic�Tl 6 0> > > >*ra====www n[ 461223 ]rcr�=caaur�ssC< < C�E�NA> > > >r�c: Customer : KEYWAY-B-UN T6 zz Wed No v 03 1 • C3 : 45 1993 1 5pai�ect H-4-8 Quantity : 61nA TomiPitch �J 1 a1. Bo pitch 2 . 5/12 8--9 4. 49/12, ='yawl atc====&wawa====aaaa0la e.==-=circ==awwaRata===-awwae====aa4ra=c=�ae0ac=c�etwecsa TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVINDUSTRIES INC. 1-2--1834 5-7■ 1838 2-10- 135 1.-1173 5.50 aWC. 2-3•-1260 7-B- 1977 2-9■-529 6■-1173 5.50 3-4--1260 8-9. 2361 3-9■ 754 4¢ O 4-So-2472 9-100 1599 4-9--1634 54--2143 10-1■ 1599 4-8- 13196 S-B- 374 4 5-7=-2814 PLATE OFFSETS (X-LEFT.Y-TOP)t[34.2,1.S],[37.3,21, AIS 4 EXFM UL94 - - e-2 7-2- 4-5-8 8-0 -11- 4>s4 NOV 0 403 3x.6 i 3>�4 j 314 Ole i 416 2.2X4 WEDGE - - - 20 A� .9 7-3-e 4-5-8 1-11-e HL TO PK: 15-7-4 INTERNAL RISE: 1-8 R. HL TO PK : 16-1-7 &EFT HEIGHT:0-7-3 S�AN: 28-•4-8 RISE:7-6^15 RIGHT HEIGHT:0-4-7 ==x=========wtaaaaaaawaaa0inaaaawrwwar.==================aww=wwwa a a 0 a a a aaawrw====== .JOADING (PSI')) MbX ETREgSES MINIMUM GRADE OF Li�MH R L b TSP 4-5-0.733 TOP CHORD: 2* NO. 11 &B T GR DF-L VOP 2 7 B TT 7;8g-? 542 BOT CHORD: 2*4 No. I&B r SR DF-L It )OTT 10 DEFL. 98*0. 1� < L/240 WEBS :2*4 STANDARD CrR DF-L M enaawaaaaaa■n•wwwrww=====�__=====waaaawwawwwaawrawaaaawwwraaaawwe--===___= xw:aa EILIRILi FGS •n� 0. 0.2PETTIVEEESSESUSEDNO. OME14BER 0 2-91 4-9 BRACED at 1/2 POINTS A8i0W� ABOVE VVIDE 2a4 CONTINUOUS BRACING AT BOTT014� d 0RD NOT EXCEEDING 10' O.C. OVER DROPPED 901 113M CHORD AREAS WHERE CEILINQ IS NOT APPLIED. btatUM 1x4 or 2x:. Cont.9racing eofm w/24d nails,er T-braes of awnn ai;e and grads as web conn. to narrow faoa w/10d nail& 6 in. 0.0 tLATES ARE MITEK M2O-186.147 MANUFACTURED ROM ASTM A 446 GRD A 9ALVANIZED STEEL(EXCEPT AS SHOWN} 'LATE MUST BE INSTALLED ON EACH FACE OF NT, SYMMETRICALLY(EXCE�PT AS SHO}N)DESIGN CONFORMS WITH NDS DESIGN SPECS, USC-ICSO,TPI-91 11IS DESIGN IS POR TRUSS FABRICATION ONLY. OR PERMANENT AND TEfFMWY BRACING(WHICH IS ALWAYS REOD)CONSIILT BLDG ARCHITECT OR ENGINEER. - � Fi — N "btln��h '""�'T''h.W±-?'�t$RRwnky"4s'",Wd,Nt.,yA7,9k�ruve:x!tnA.IMfi��'�'*• , .n,m..n!w,M,;rr�.ra=r.A+,y,fi:m' k�l�'A?# �A;.. ., ,. _ _.,.m. NOU 04 '93 14:27 FROM MiTEK INDUSTRIES TO 5036688115 PPOE.029 i ==.<<< <A.C.E.S Verasi n �� 0))))eraa....■rr:[ 461705 =:. Customer KEYWAY.-8-UNi�T6 R ThuFamNov 04.09:25: 44 1993 Sp6oi ect �i ZJ610 uanti y : 410 Tot Pltcg : gp T2 Bo p tc . 2. . /12 6-9 4.49/121 ■■.■.0nra......r.a...w....V.....r.r...rr....:s■.rr.......a.:..... sa=raisca�a TOP CHORD BOTCHORD WE REACTIONS REACTIONS - SIZE APP rF1 aiEs INC. TOM 1-2--1059 6-7■ 1966 z-10• }i 40 10-1199 3.10 ,4�' 04 WAS �► t-3 -1317 7-1. 0009 z�M»6RY IM-1190 3.60 3.4.-1317 8-90 2482 3-9. 8bb 4-5--2667 9-10. 1739 4-9•-1686 s-6._2266 10-1. 1734 4-4m 14V PLATE OFFSETS (X•LEFT,Y•TOP).EJ4-2,l.$),ij7-3,21, ■ Z-24 _ w — r -�-a7-2-5 --- 414 NOV 0 41993 315 314 314 4�a 41`8 I s;>ie ,� 5-0 1-11-6 r 9 L HL Top PK:16-1--7 lNAL RTSE:I-8 R. HL TO PK : 16-1-7 LEFT HEIGHT:0-4-7 SPAN: - u RISE:7-6-15 RIGHT HEIOHT:0-4-7 ..=r...rr=..w.=rn.0ez..a=.k.i.�a...rasa=at= Ire..■a:aa=:n.s=a:.........s.....w■■■■■..._ LOADING (PSF lrlP►P S'I'RE 1.7 MINIMUM T91? HORD: OLUM�B RPtQo.18H r OR DF--L YIT •?� '� pppp 1 ' TOP 2 1 BP'L.Qe= t L/240 WEB * STNA �R DF-L, =ggTR�I'NGS=aL��.-gg...=1'15a�P�,ATE�r�1 .15...�.mr...w.==gPACI1Qa24.G in o. c.Ftai��TITYVE STRESSEb USED N0. OF MEMHERR ■ j 0-2 CANT. LEFT HEEL WEB 2-9s 4-0 BRACED at 1/2 POINTS AS 50* ABOVE PROVIDE 204 CONTINUOUS GRACING AT �YDNOT EXCEEDING 10' O.C. OVER 0110PPE0 KMM GM AREAS WHEQE ( ILINO IS NOT APFLIEO. Notatuss 1a4 or Zai Cont.8ramno onils,er T-b'w of slit sin wW grads as web cam. to narrow f� r/lOd rail• 6 1n. o.c PLATER ARE MITEK M20-186.147 MWUFH ASTM A 446 ORD A BAIVANIiFD STEEi(E»PT AS SF") PLATE KV 8E INSTALLED(w EACH FACE OF .JOINT. QYNITRICALLY(OWT AS 1161;8 ANIGN W fOR?4a WITH NDS DESIGN SPECS, UBG'cool TPI-91 THIS DESIGN IS FOR TRUSS FAMICATION ONLY,.FOR PERMANENT AN YOVORARY NXIIA(WHICH IS ALNAYS REQO)MNBLBLT BLDG AFOITECT OR.ENGINFER. L Ei All 1 NOU 04 '93 10:03 FROM MITEK INDUSTRIES TO 50366E9115 PAGE.001 ,r ars< < < <A.C.E. S Version 6. 0) > > )==arswswssc=l 461111 ==-seers:=< < < <TECNA) > ) >s=w customer ; 1EYWAY-8-UNIT We:9 Nov 03 1 : 54 ; 10 1993 project # : 26 Truss ID R4 Famil # p cial $pan 6-18p-8 Quantity 8 To Pytch 1 12 g 8 Sof pitch 2 . 5/12 1-8A4. J9 1 2: -5- r e00====a0 a wMw ww C===asww0 W w====:Swlw,-www TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2--1713 6-7. 1934 2-9- 135 1--1113 3,50 2-3--1134 7-8■ 1083 2-8--537 6--1323 5.S0 3-4--2059 8-9a 1493 3-8--18 4-5. 0 9-1- 1493 3-7w 1326 �1 5-6--440 4-7--132 a-6.-2243 � 1 •0 ATE OFFSETS (X■LEFT,Y-TOP)s(,13r4,1.5],[j4.3,1.5],[,T7a3,2],[j8-5.2.5], 6-9 7-2- 5- -4 y>�a NOV 0 4 '1993 k 3ja 34 6J6 1X4 6 s 114 51183x4 N4(^�� 2x4 WEDGE 3X5 a-9 7-2- 4-5-6 HL TO PK: 15-7-4 INTERNAL RISE: 1-8 R. HL TO PK : 14-5-5 EFT HEIGHT:0-7-3 SPAN: 6-10-8 RISE:7-6--15 RIGHT HEIGHT: 1-1-7 ass■wwssa,wr«sswwsm=========aasaswwsrawwws=====_=====aassswrstaws-====e=asrKwwaa==�! OADING (PSF) MAX STRESSES IN GRADE OF L�BER OTT z0 10 DEFL.�7=0=115$gL/24C EBBSCHORD. *4 STANDARD GR DF--L wwrwww wwalswaa======-wwasswasrrsrwwwa========c=asassswrga�Hsws3=====zwset s'swwsw===I� TR.INC. : Lt1M8 w 1 . 15 PLATE = 1 , 15 SPACING 24.0 in. o. c. EPETITIVE STRESSES USED NO. OF MEMBERS = 1 :8 2-8 BRACED at 1/2 POINTS AS SHOWN ABOVE :B 4-4 BRACED at 1/3 POINTS AS SHOWN ASM IOVIDE 2*4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 10' O.C. OVER DROPPED BOTTOM "RD AREAS WHERE CEILING IS NOT APPLIED. r„atUse 1x4 or 20 Cont.Bracing conn.w/2-8d nails„or T-brace of same Gita and grade as web corm. to narrow face w/lOd malls 6 in. o.c RTES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) ATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHDbM)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 4, IIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINED. it y a ti T- L � i �i !�f 1 � r � t i b �I y r 1 ' 1 �1 � y WT 10 - , µ .1,. �.I � 1 1 •1: 17 tri ��' 1 illrf 1, � ,!`' 1 ,i1 I x!, K II! 1 iI1•fi.tU r i1,i 11 Ir!., I.L.,i,i 1111 I I 1 ,:,L!i,�1!-'+1'1'x'1 j•:.wy t I t, ,F• . .....';' .: I 11?1 1111'1111 1' �Iif�� FI 1 : w.'r':• i '1 Fi q ♦� !fit f Y ,. ;fi. :( ,': ;r, _t •? !S. IIS. "1'[1 I'?; : 1f, •: ,' ,i { .! ... r ;:illi;:all 'S ) S1M-11:7-6-1.5 111Ct17 IIE1(;11'1 0 a I ;:;'1'S'iF ata)?" Sla'cS:CP'1(Jt�i C' 1AD+1 (:11' TOP CE10):i 2'A:Z DOT CHORD: 2*4 N 7 CR 0'U^0 0 :tlI,/2410 14 B,BS2*4 S1.AI-f)i,1.) .11.... STIF.C7 PSG �24 . 0110. OF .1 i.1 A 1,16 GNb A GALVANI110 SIC tI (EM r'T AS 4`fi MICilIA EXCEPT AS SI NN USiG•'i CONI'(IIU'1S 1,)711 Nils DISIGII $;'I't ,, nb: . ( ) );11 trl•l1't it ! r .• ,;; I i Ii? AND TEMPORARY DRACING(I-MIC11 1S ALWAYS Rfgb)CONSU:1 III f.%.' 11t7 r .1 ,µy�i, .. '�41" '�T't��5," �� MM�IM�rw Jnq;."Wnr�t. ,.py..w.�1:nn:A;'�f ay,.S•v"�tM.'y��41.6A+:.lpJ,4$y�{, ,t •w7e,YJ1ilb/1 +^lr.,h'}wlM?MW��1Cc_-u:Lii3Y'�I�tL Yll ... ...:I:v I..• i.. ...,.. .....4.._.«:L:«....'... ':i. t....i...4..343 YB.. -. ..—_.._rL:.—+........e i.'. ..l T't.l'. i',�Yi ...�....__... � 1-M? .1182 8.liD 1 4,-6.-372 I � I t 1 1� w� •y.• I � . .1' ' '1�v _.J._1.� __....—_ ___...—.ait"�:.�..._...........rj....... ��1,'.�CI �all.�� {' ql• l�f. � rt, OCT 19 ,13 4J4 `u ( 1f• 4 f .r~• \\\\ �\ /, rte.._.«._e_— .r.._r'r'`11.E �'J 1 a � —•__......_».. .(�:,�,I�'_".—...._......_....._ ..;--.. _ ... .'V,^.«.I?... 4 `�J-�T—� fib': •f .+ Jryi �.. HL TO PIS 16-1 -7 ' U-1- SPAI: . 28-10 RISE: 7-•6-1 5 FLIGHT HEIGHT 0-4-7 •.— — _:_..t4,.J:LVtJ,.:424L•— -. — _...�L':btwG:.�C:.:L'et it__—___---._.._.—..�31C.:._.::5::'w'C ...—.--.--�••_•�.••• 'Y.. VAx ^3E5 MINIFUM GRAD ' OF LUb113EPC« 1) ',COP .40}. 5"l1 'T'OP CHORD: Z*�4 No. 1 &Btz GR DF-L 7 L07' - Ill( o 1 1 BOT CHORD: 7.*r1 1dU. 1 u t,t.r GR DF-L } r� DEFL. E,� 0 . © < L/240 54E)13S :2*4 5TAND"ARD GR DF-L xtteu4.'iwue2aMac===== 1 ; Pf,J1f1'F - 1 . 1 ,=--------__ ,<�C,xPaG ' 24 . 0 in n. c,, 1 + z L't;E3SLI;S US eD NO. OF 1v ENBERS � 1 U-1n3,147 i-ONUFACTURED FRU-1 ASTM A 446 CRD A G.XI_V:4NIZL••D STEEL(EXCEPT PS S1;vVA) :t:_Eb ON ti1.Cil KACfi or .k)INT, S'vi'Q'1ETRICALLY(E:CePI' AS SIiiYV)CESIGH COiWMLS WITH NDS DESIGN SPECS, UBC-I07,TPI-91 FAMC41IN C(4LY,F011 PERI4WENT AND TENFIOFL"RY 81L'eCIN.:,(I;i{1L71 15 ALWAYS REQD)C1JI4,1,Ul_T 500 AROMIECT C'R EN3114-P. I 1 r I i u, 6 , 1 I Versiorrls=._!w 450019 cI�� 6.0> > > >wr-- � Wed Oct � � Customer KEYWAY-15--UNIT 20 1 : 6 : 16 1993 Project 11 : Q75 Truss ID : SE17 Famil N 10 Span 5-4 Quantity : 1 Top P�tch 6 . 12 lslw------rawl====�!!!!ww!lwrrwrrrwwwwr�.wwa00r-rrnrrrwrwrwwr-rrwMrr0rrrww0r-www= TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2s-1806 7-8■-556 2-11■-305 1■-1125 5.50 2-3--1566 8-9.-556 3-11■ 444 8•-1824 5.50 3-4•x•-860 9-10- 997 3-10--628 Fit 4-5:&-860 10-11- 1202 4-10■ 403 5-6■-149 11-1. 1596 S-10- 309 6-7■ 623 590-9 4 6-•9. 1216 6-8--1733 BOTT CHORD SPLICES:9-10-3X6; PLATE OFFSETS (X-LEFT,Y.TOP)i[j6-2.1,S],(J9-2,3.53, , O' a a•2-11 11-11-5 - 23-4-11 28-7- 5-2-9 -8-1 40 OCT 2 i 1993 3X4 3X4 3 I 6 1X4 1X4 t 3X5 Axe r �1 io � • 3x4 3xa 5xe 3x4 Ix4(jy�) 2x3 WEDGE 9-1 0-7 8-7 4-4 6-8-12 L. HL TO PK:19-9 R HL TO PK : 19-9 LEFT HEIGHT:0-4-7 SPAN:35--4 RISK:9-1--7 RICHT HEIGHT.0--4-7 wwlw,ec====awww-awe====w!lwwwaws:=�=c=====ww iw-.rrrwwaa====acy=c====exawwwwwwrw,wv LOADING (PSP' "SAX STRES3 S MINIMUM CRA OF LuM$ k L TOP 6-7=0. 414 TOP CHOpRD:2 No. 1A8 r OR DF-L TO 2 7 BOTT 11-i=0 g50 $OT CHORD�2* N0.1&p r vR DF-L 39T 10 D$P'I,.@1 1 w0.b ( L1240 WEBS .2*4 STAKDhRD GR DF-L glTTUUrwwws====lwlwwMllwa=::====!lwntwlws•-wrrwwa REPETITII►ELSTRESSESIUSEDLATE w 1 .15 XO.SPACING ERS inj o. c. WEB 1-101 S-9 BRACED at 1/2 POINTS AS &O N A801IE 331 0 Note:Use 1x4 or 2x3 Cont.Brscing 4enn.42-nd nails,or T-brae of SWO site and 9r&ft as wpb conn. to narrow fans w/10d rails 6 in. o.c PLATES ARE MITEK M20-186,14: M,4NUFACTURED FRIG ASTM A 446 QRD A GALVANIZED STEEL(EXCEPT AS SHOWN)- PLATE MUST BE INSTALLED ON EACM FACE OF JOINT, SYMMETRICCALLY(EXCEPT AS 51101N1)DESI9M CONFORMS WITH NDS DESION SPECS, U0C-ICBD,TPI-91 THIS OESION 13 FUR TRUSS FABRICATION 7&Y.FOR PERMANEMT AND TEMPORARY BRACING(WHICM IS ALWAYS P.EM)CO"Ll' BLDG A"ITECT OR 04INEER. 4 - t i i �.' •� a =ww< << <A.C.E.S Version 6. 0)) ) )rww.f=======_( 450020 Cup Amer KKEYWAY-15-UNIT II Wed gqcYt 20 1 • 6: 58 1993 Spa�ect M : 3554 Trus ity i R17 TopiPTtch 6 /12 2 =c=====_==wwwwwrww.wwwwwwwwwwws===.==-=c.========sss2=sawwawwww.wrr-,wrwwwc===www TOP CHORD 90TTCM CHORD WEBS REACTIONS - S17E APPROVED FOR MI1EK INDl:STRiEs INC. 1-2--1806 7-8.-556 2-11--305 10-1125 5.50 2-3--1356 8-98-956 3-11■ 444 8--1824 5.50 3-4.-860 9-10- 557 3-10--528 4-6.-860 10-11■ 1202 4-10. 403 5-6149 11-1. 1596 5-10. 309 • 6-7- 623 9-9--988 6-9. 1215 6-8.-1733 i BOTT CHORD SPLICES:9-lr,•.3X61 PLATE OFFSETS (X-LEFT,Y-is"01:(j6-2.1,S],(,19s2,3.51, C. 211-7-4 3-5-11 5-8-11 5-2-9 6-6-12 fi 4 m', 4X4 OCT 2 3X4 3X4 I 3 >< 1X4 4X4 4X8 3X5 3X4 3X8 5X6 3X4 2X3 *EDGE ._ t-- ' 9-1 8-7 8-7 -4-4 6-6-12 L HL TO PK: 9-9 R. HL TO PP., 9-9 UFT HEIGHT: -4-7 SPAN-35-4 RISE:9-2-7 RIGHT HEIGHT:0-4-7 f1jo;" w�.vwwswa========raw....wrw..wm=====--====-=ay.....wow w.w"am newsman=noou"room OpbING25(PSF) MAX STRESSES . MINIMUM GR E OF LJ&Btr 1� Olg"1_ §450 TOP CHORD: ,t'�}+ No. &H r GR DF--L BOTT 0 10 DEFL.A11=9.66 < L/240 WEBS :2*4 STANDARD Btr OR CF-L wWwwww.fswwar..cc-=zn.=t.....wsw.www..•waaa===_____=====w.Uwwwwwwww MM====wmv'mm.uwww== PPFTLSTRI �TE = 1 .1� FOS ini o. c. Jt *TVSTRESSES NO. OMEMBER NEB 3-101 5.9 BRACEL at 1/2 POINTS AS SHOWN ADMIE NoUtUse 1x4 or 23.9 f'ont.Bracino COWI.w/2-8d nails,or T-brace of same size and grads as web conn, to narrow fats w/10d nails 6 in, 0.0 PLATES ARE MITEK 1424.186,147 MANUFW WRED FROM ASTM A 446 GO A GkVANIIED STEEL(E acm AS S cm)- PLATE M619T BE INSTALLED ON EACH FACE OF JOINT, SYMHETRICALLY(E)UPT AS SHOiN)DERIGN CONFOFA WITH NO DESIGN SPECS, U80-ICBD,TPI--91 THIS UESIGN IS FOR TRLSS FANRICATION ONLY.FOR PERMANENT AND TWORARY BRACING(WHICH I8 ALNAYS REQO)CONSULT BLDG ARCHITECT OR ENB.INEER. •� i .h'i I`1 e i�di0�"'�°"' � 'I[iFti^ 4 �f..; 'b •'!�" +� 400 F�`...iwh�'rWTtrh961NICeahlwrp,, 'A. i;. .. n.Ti4'",pm!�N•svn.rv..Yl^f'd. 'A 1 0 1 -Customer.E.S VerYi15-U1vOT) ) )��rs-=�w�� 450021 ] �r.) ) ) )ws= Project #: 975 Truss to : R18 Wed Qyct 20 13:1 : 37 1993 Span 35-4 Quantity . 5 TopmilPitch 6. �2 10-11 2. 595/12, Bot pitch 2 . /12 .w--w.avz-acn=c====----------------------w.wwwwwwcs-.sc-sass------ T0P Ci10R0 BOTTOM UIORD WEBSREACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2. 623 9--9- 1759 2-13--1736 13.-1824 5.50 2-3.-91 9-10. 2273 2-12. 1215 8--1125 6.50 3-4--961 10-11. 2116 3-12■-1034 4-5--661 11-12■ $40 3-11. 327 ?' W--2313 12-13■-555 4-11- 335 6-7--1965 13-1--655 5-11--1551 U P$Q�d 7-8--2050 5-10- 1135 IlY 6-10--170 p 6-90-680 7-9--19 ty" PLATE OFFSETS (X-LEFT,Y-TOP)i(J2.3,1.5),[,15-2,1.5].[J5.2,1.5],[J9-3,2].[J1U-4,2],[J11-4,2],[J12-4,2.5], K 7-8-J -7-e 4-4-e 4X4 4 OCT 211983 i 3X4 a 3X5 4X5 ` y 3X5 2 3X5 / 1x4 06 A $ 13 12 3X4 05 SX8 -� lx4(TyP� 5Xe r d•a-12 2-1-4 a-10 7-8-8 8-0 w L. HL Tn PK: 19-5 NT RNAL RISE: 1-8 R. HL TO PK • 19--9 LEFT HEiGHT:0-4-7 SPAN:35-4 RISE:9-2-7 FtIGH'�' HEIGHT:0-4-7 - LOADING - -- -------------R�-A-pp-w-■ --.U-n-w-saassass-a L(PSF� TOP ST5RE - .631 TOPICHORD:2* ONCL1&Btr OR DF-L p + 28 10 DEOFL &1Q�0.1 '99 BOT CHORD:2*4 No. 1&8tr OR DF-L < L/240 WEBS :2*4 STANDARD GR DF-L STR.INC. : LOMB = 1 . 15 PLATE - 1 . 15 : 24.0 REPET17TIVE STRESSES USED SPACING 24.0 in O. C. NO. OF MEMBERS i MES 3-121 5-11 BRACED at 1/2 PO!rS AS SHOWN ABOVE. PROVIDE 2"4 awTINU0U3 BRACING AT 001-MIM 1-100 N01' EXCEEDING 10' O.C. OVER OROpPEp BOTTGNI C AREAQ WHERE CEILING IS NOT APfL,IED. Nob:IAN 1 M or 2x3 Gont.9►aolnq rxw.wJ2-6d nailu,or T-brace of saes sin and ands as wa�b conn, to narrow fW6 w/loS nails 6 IA. 0.0 PLATES ARE MITEK 1'120-191,147 KgWACrJW FROH AS-RI A 446 W A GALVANIZED 3TEEL(EMPT AS Btam) PLATT MUST Tt118 DESIGNKISIFORATRUSS�FABR CATION ONL.Y�FOR,PERIIANENTI aNOr(TFapORARY BRAG NCI '(IMIW IS�ALIN`3MRE00 r_T tIL08 ARQIITECfIL00,1VI] 91 . t =ww< < < <A.C.E.S Version 6.0> ) ) >rrww---wc[ 450022 � ■■.wwwww-wwww( < < < ■ Customer : KEYWAY-I5-UNIT Wed Oct 20 13; 28: 23 1993 Project #span : 33510 Truss ID : R19 Familyy # >? is gSe t S� Quantity : 4 AQt pitch x . 5122 9-1oa2 . 9�/j2�-5-8 wwwwwwwoaaacwarrawwrs====c=_==carwwwmac=cc=ccaarrrrswwwrrrrrwrrwwwwwww===_cawwwwrw TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. I 1-2■-2384 8-9■ 2408 2-11--281 1.-1489 3,50 2-3--2194 9-10= 2667 3-11. 461 &-1615 5.50 3-4■-1476 10-11. 1758 3-10■-622 4-5■-1476 11-1= 2110 4-'0■ 885 5-b■-2914 5-10--•1537 4 D Pli('pr 6-7. 0 5-90 1121 ) 7-8■-360 6-9. 273 6-8+-2891 l TOP CHORD SPLICES:2-3+3X614-5-3X6; PLATE OFFSETS (X-LEFT.Y-TOP):E35.2,1.5],[,15.3,1.5],[39-4,2],E310.5,2], • �, 11,0 6-e-12 M 11-2-2 -- 2S-4-e 120-0 3t-10 .2zA 6-e-1T 5-0-! S•10-11 7-4•-6 3-7-e 4-10 � 4XG OCT 2 SM ,3X4 JXy 3 1x4 axe z � 'i 1x4 4X6 + 7 ++ io 3x4 e 3x4 5Xg0 ��'� � t") _ • -t-8 i 17-9 - 33-10 Sx� 8-10 a-10 7-S-e 8-5-e L. HL TO PK:19-9 INTERNAL RISE: 1-8 R. HL TO PK • 118-0-14 LEFT-HEIGHT:0-4w7SPAN_33_10an=---=ELISE:9-2-7.-r.--wRIGHTwHEIGHT: 1-7-ww= LOADING (PSF MAX STRESSES a MINIMUM GRADE OF LUMBER TOP 2 7 TOP OTT -• 0269635 AOT TOP CHCRRDD•. 2*4 88 D"I HOTT 10 DEFL.@ _�_17 < L/240 WEBS T4 STANDARD GR DP-L, 3TR. I-=aaswwwrwrwrrrrwwrrrw==__._--______=====carw-ww-rw:�-w=ccc= NC. : LUMA - 1 . 15. PLATE - 1 . 15 SPACING : 24.,0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS 1 NEB 3-10; 5-10; 6-8 BRACrO at 1/2 POINTS AS SHOW AWA PROVIDE 204 CONTINUOUS BMkING AT BOTTOM WORD NOT OCEEDING 10' O.C. OVER D110PPED BOTTOM CHORD AREA; "RE CEILING IS NOT APPLIED. NVU:Use 14 or 2x3 Cont.6rsolnO O W.w/24M nalle,or T-breoe of GUS elle And §rade AS web oenn. to nArraw face w/lDd malls 6 1n. a,c PLATES ARE MITEk M20-186,147 MWAUMED FROM ASTM A 446 NM A GALVANIZED STEEL(DUPT AS 3HOrrN) TpT RISE MW K DESIGN ISINSTALUD FOR TRl1SSaFABRICATION OIL" FACE Or Y.FOR6PlR1MNENT ANDV(DON AS TD4FORARY BRAC2NG)(MiMIGIi I MIR gp)O>7NNOSDES 8108 ARM]MITBE OR QpINEER. i Rf Y'�" / 4i;T 1 4 � Y� .•� /'t��1+,5lN:..l�r.!,•. (rl.i'... !. �. ,. (!`: �f i ,Hl,fw,f ! M -.� W 1 !/Q�I 1 f 1 ■--c<<cA.C.E.S Version 6. 0> > > >============[ 461221 1============( < < <TECN-t> > > >=== 0 Customer : KEYWAY-15-UNIT Wed Nov 03 16: 12 : 41 1993 Project #: 975 Truss ID R19A Family # sp cial I Span : 33-10 Quantity 1 Top Pitch : 6 .g12 Seat cut 7 0-5-8 Bot pitch 7. . 55/12 w. )-•10 2. 595/12, TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2--2384 8-9- 2408 2-11--281 1--1489 5.50 2-3--2194 9-10. 2667 3-11. 461 B=-1615 5.50 3-4--1476 10-11. 1758 3-10=-622 C. 4-5--1476 11-1- 2110 4-10. 885 5-6--2914 5-10--1537 QP p4 WAS ��► 4i-7. 0 5-9= 1121 7-J.-x50 6-9- 275 6-8=-2891 P A kf OP CHORD SPLICES:2-3=3x6;5-6=3X6; ,P f LATE OFFSETS (X-LEFT,Y=TOP):[,j5.2,1.5],[,6=3,1.5],[,19=4,2],[ 10=5,21, CM A[S 5-03-94 110 6-8-12 _11-9--5 17-8 25-4-8 29-0 33-10�_ 6-8-12 5-0-9 5-10-11 7-8-8 3-7-8 4-t V - 4X6 3X4 3X5 e I X4 3x8 2 1X4 4X6 to 8 ! 3X4 5X10 tXp� • I---g-10 17-A ?%-A-8 33-10 3X6 8-10 8-10 7-8-8 8-5-8 HL TO PK: 19-9 IN'T'ERNAL RISE: 1-8 R. HL TO PK : 18-0-14 -EFT HEIGHT: 0-4-7 SPAN: 33-10 RISE: 9-2-7 RIGHT KEIGHT: 1 -1-'7 IOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 5-6-0.921 TC'P CHORD: 2*4 SS GR DF-L OP 25 7 BOTT 9--10-0. 635BCT CHORD: 2*4 No. 1&Btr GR DF-L �I -OTT 0 10 DEFL. @9=0 . 17 < L/240 WEBS : 2*4 STANDARD GR DF-L TR. INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING 24 . 0 in . o. c. :EPETI'i IVz S'T'RESSES USED N.O. OF MEMBERS = 1 EB 3-10; 5-10; 6--8 BRACED at 1/2 POINTS AS SHOWN ABOVE ROVIDE 2'4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 10' U.C. OVER DROPPED BOTTOM CHORD AREAS WERE CEILING IS NOT APPLIED. ote-Use 1x4 or 2x3 Cont.Bracing conn.w/2-8d nails,or T-brace of same size and grade as web M- nn• to narrow face w/l0d nails 6 in. o.c LATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) LATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SH(M)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 'ITS DESIGN IS FOR TRUSS FABRICITION ONLY.FOR PERMANENT AND TEMPORARY BRACINGI;WHICH IS ALWAYS RFUD)CONSULT BLDG ARCHITECT OR ENGINEER. OCT 19 '93 14:49 FROM MITEK INDUSTRIES TO 5036688115 PAGE.012 www< < < <A,C.F.S Versaq'n 6. 0) ) > )-rrrrw■=====[ 448587 ===---w=rrr< < < <TECNA> > > !==- Customer K YWAY--B-UNIT6 Tue Oct 19 09 : 40: 05 1993 i Project : 956 Truss ID : G8 Family a 11 Span : 24-2 Quantity : 4 Top Pitch 6 . 912 .wrwwwwwavr_^-_-v.=-=eanwrwrrwwrs■wa=z===s=====____==:==s�svwwwrr�wuacw'wsasssrs:ao= � I TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK RIES INC. 1-2.-6685 8-91 12061 2-13. 10124 1.-7703 5.50 2-34-11181 9-10a 12061 3-13. 582. 8■-7703 5.50 3-4...10339 10-11. 9814 3-12--873 4-5.-8161 11-12■ 9248 4-12. 2762 S-6■-8161 '2-13. 10001 4-11--2823 i 6-7--10973 13-1. 0 5-11. 1040 7-8■-13553 6-11a-3643 6-10. 3639 7-10--2605 7-9a 2423 BOT1 C:-lORD SPLICESt11-: PLATE OFFSETS (x.LEFT,Y.Top).(j2.4,2.5],(15.4,1.5],(36.3,2),(310■b,2],(,)11■4,4],(}13.9,2), O .� 3-7-9 3-10-13 4- 4-0-9 -10-1 4-7-9 7X8 OCT 19 XM 4x6 4x7 A � 4X5 4X6 7X16 : 6XB+4X6 • i 4%12 4X6 exe 4X7 3X4 .v 2X3 *EDGE t I—�,7-9 _- I, 7-6-Z I1-7 15-7-9 E 19-6-7 24-2 3-7-9 3-10-13 4-0-9 4-0-9 3-10-13 4-7-9 'r L. HL TO PK: 2-11-7 R. HL TO PK : 14-0-13 LEFT HEIGHT: UU--10-7 SPAN: 24-2 RISE: 6-7-15 RIGHT HEIGHT:0-4-7 wwirrrwrwrrwrrrwrrwwr=z==cc=n�=a�esr�r.rrrrrrrrr■nraar■x======:==c====cszvmrrrraa LOADING (PSF) MAX STRESS MINIMUM GRADE OF LUMBER L D TOP 7- .540 TOP CHORD: 2 4 N . 18B r uR DF-L TOP 28 7 BOTT B- gg36 BOT CHORD: 2*6 S GR DF-L BOTT 10 DEPL.@10=0. '�A ( L/240 WEBS : 2*4 STANDARD GR DF-L =-_ ==a=aev>.vwrwaOno rrrwserwwwwv■r=-x===-=-:_:c--=asrrrawwrwwwrrrrrrrerrrsrrrrn+errs: STR. TNC. : LUMB = 1 , 15 PLATE 1 . 15 SPACING - 24.0 in. o. c. REPFTITIVE STRESSES NOT USED NO. OF MEMBERS = 2 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTA(LBS) LUMBER PLATE TYPE - 1 1.15 1.15 UNIFORM 2- 8- 64 8 1. 584 WEB: 2--13; 5-11 TO BE 2*4 No. 1RBtr GR DF-L 7 2 MEMBERS NAILED TOGFTHER W/16d NAILS 12 1n. o,C. w' 10d NAILS, 10 in. e.c. (CHORD ANO WEBS) PLATES ARE MITEK M20-186,147 W lJFACtVRED FROM ASTM A 446 ORO A GALVANIZED STEEL(Da T AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYM4ETRICALLY(E)UPT AS SHOWN)DESIGN CONFORPIS WITH NDS DESIGN SPECS, UBC-IC86,TPI." THIS DESIGN 13 FOR TRUSS FABRICATION ONLY,FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSSULT BLDG ARCHITECT OR ENGINEER. L - I ,I I. 1i r,a isr �) ) ) )ti»__ni:.:.. .. ..... r:U'Id 61. r�.c t;r•r,.t^j!�: 3 33 u >:... .�a-•2 t.nnTop Pitch i 6. 1-12 �. '1• •. ..., .,. .. ..,.-.��•S 4f 4t m by 1!LV:«..._..»C T':J'J YY M a:V W.'.t W::LL:�:G�:�»_�:3 Yi7 t«A m:t::.tu a�13�i L:tL::�«..._—.._.�._ ,_.,_' t i. E�TTCM C•'i�;i) 1!E'SS`» rr�":1'PUaS SIZC �u�r,.')lC✓ i 0.{r'I7El '15:,,1 S r,".•�� 6-7:, 1552 S-1--432 1•r->;9 5•�J 7-Lj r(A9 3-20-201 6 1R:;;1 5.50 � »� 0 1219 4-9. 386 r ', • '.n<..•"'- ?. ••.hI Y14 i:...••'.1..:••. �I�" 7-ch,a:SXt)i 1�,� ,� 'lr_.,,.�+•rt� }� Il ;...,....».`to.�.?.,--•---__-x.._...._._...!1._1_.____. __.w�_-...._•_.__1_,�.�_. ._.�,.,- 0-0-12 1 r1 3X 4 3X 4 r..._.__-,,..._... A1C—_._.......�W��_.� ....... �.._._._.__...�..._.... - ......_.,...,....,.rte•` b I '11'7 Pi',: '12--11--7 R. HL TO PK : 14-0-13 HEIGHT: U--10-7 SPAN: 24-2 RISE: 6-7-1 5 RIGHT HE'IGHT:0-4-7 TNG (PSF) - MAX STRESSES MINIMUM GRADE OFLUMBERy-- D TCP 3-4=0. 480 TOP CHORD: 2*q No. 1 &Btr GR DF-L 2. 7 BOTT 6-7-0.,177 BOT CHORD! 2*4 No. 1&Btr GR DF--L ? 0 10 DF:FI'... @7=0. 5 < L/240 WEBS : 2*4 STANDARD GR DF--L :.....n.i•.a eeuaarrs�-e:-=smwsw,sa.ra asnz=;===��:arJcus z:c�c��c=====��z:ae,ce:e-amCas_^==c�=.==ma ' r<• IN(�. : LOMB - 1 . 15 PLATE - 1 . 15 SPACING • 24 . 0 in, o. c. 1�r1V1 STRESSES USED NO. OF MEMBERS = 1 :4uC:EU ..G 112 POINTS AS Sh0•41 M E i'. 1:4 nr 2,:.3 Cnnt.N,raclrxq tor1n.w/2 Hd-nallc,nr T-bra(.a of 9ama Silo and Prada as web conn.-to nnrrow face w/lod nails 6 t t1ITEK M20•186,147 N,ANUFAUTUREC• FRG1 AS1':1 A 446 GRD A GALVANIZED STEEL(EXCL•PT AS SDW4) 9: i•,TAILE'D Ci! EACH FACE OF 0.)INT, SY,11ETRICALLY(MEP'i AS S MN)DESICN CG"JFOUZ' WITH NDS DESIGN SPECS, UN'-ICED,TNI-91 PE1(i•0NEN7 AND 'Q:,4;U!)`.;Y BR:CIr•G(talIC>1 15 ALWAYS REQD)CONSULT ELM A.WHITECT OR ENGINEER. i a " N _=< < < <A .C. E. S Version 6 . 0> > > > ============ ( 451949 1============ < < < <TECNA> > > > - Customer : KEYWAY- 8-UNIT6 Fri Oct 22 11 : 51 : 55 1993 Project # : 975 Truss ID : R8A Family N 10 Span 25-2 Quantity 2 Top Pitch 6 . 12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2=-1611 5-6= 1425 2-7=-320 1-1122 5.50 2-3=-1409 6-7- 984 3-7= 518 5-1122 5.50 'J-4m-)409 7-1= 1425 3-6= 518 VLkD PRO� f I 4-ti=-1611 4-6=-320 A. j(,LN yl` 3 w 'TT CHORD SPLICES:6-7-30; :lCO 141 1 , 1 F1-q 6-6-12 a-- 12-7 18-7-4 21-2 11_Q 6-6-12 6-0-4 6-0-4 6-6-•12 4X4 OCT 2 5 1993 .d 1x4 1x4 7 4x6 / \\ 4x6 3X4 3X4 0-6-13 l 16-7-3 �1 25-2 8-6-13 8-0-5 8-6-13 HL TO PK: 14-0-13 R. HL TO PK : 14-0-13 EFT HEIGHT: 0--4-7 SPAN: 25-2 RISE: 6-7-15 RIGHT HEIGHT: 0-4-7 JADING ( PSF) - MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1 -2=0 . 430 TOP CHORD: 2*4 No. l &Btr GR DF-L OP 25 7 BOTT 5-6=0 . 487BOT CHORD: 2*4 No. 1 &Btr GR DF-L OTT 0 10 DEFL. @6=0 . 06 < L1240 WEBS : 2*4 STANDARD GR DF-L TR. INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING • 24 . 0 in . o. c . EPETITIVE STRESSES USED NO. OF MEMBERS = 1 -ATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEI(EXCEPT AS SHOWN) -ATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPIAS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 iIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. ;i i `i ,.1 f Ills M7" "WITF Job �1/Jeb i TfU99 Typo Illy Ply 926 I �- -_� _.._ . _ ...�_ _. - 21 t I�Tid:itrTtr;Tnc Tt;li Nw i"i'1;3.';•, ice'pag"� F='0'g —•°+"----- 1 Q'7A �. - i Fri _..-+_.._--qtr .—. .��':�. 140 -. R6-t 44" bOt beg tOC d 3X4 C 1x4 I D 1 x. 600011-2 2X4 II1 � 'X4 i r, F 1x4 A O N M L K J i 11 3X4 1X4 2X4 1X4 20 0X6?X4 1X4 3Xn 11!•7-0 0-71 IQ.10 401 }t-tS , :--- -. _. ... ,•mac.=—_ LOADINQ8PACIN0 2.0.0 I Cal DIFL (tn) (bc) Vdtr PLATT$ GPlliI TOLL 26,0 Plato$Imoressa 1,15 TC 0.40 Yom LI) 0,03 A/O 9% MM2000) 1B(.'+n; I TO DL 710 Lumbo;1000914111,16 AC 0.26 Val Q 0.07 NO 999 ACLL 0,0 Rep afros hx:r Y6S W9 0.91 HmCrw 0.02 H NA YCOL 10,0 Code uBC (Matti) Min 4lnplh r LL doll.24c Wtlpht 11S!Ic LUMBER dRAr^TNG _. TOP CHORn 2 X 4 G No.t TOP CWWO 8 wooed KIT OHORa 7.v,4 OF No FCT CHORD Rlpld callino direaly eM,#d, WEBS P.X 4 OF Std pr 1000-00 on ornty OTHFRS 2 X A D9 Sit brecing ONY S I now at rnwpt P-N �Z O Lyty. � l IIEACIlON6 (Jb�.ire) A=I38 v0-ae,H�3t 7�S9,N-611/0-",1.2764)",Jr,436/0-5t q y l M"Vert A-VA(loed Cass'),H-117(load oau 1),Nv511(load Ceto 1),6e:71(load moi 3),J-443(l(md cats 3) I FORCER TOP CHORD A•R►916,B-C.211,C•U.213,DI-20,E-F.-242,F-0--171,0-H.-234 DOT CUORD H-61W,W-150,J K.158.K-1.0159,L•M.169,M-N-11Q,N-0..747,A-0447 Q WEBS 13-P-42i.N-Ps664,(142137.[1M-:13/,F•Le•1E1Q,F.J-264,QIr56 X61 t� NOTES +� 1)fhll ImJ"fiat batt Checked for urb fvCnd loadriq condltleims about Wmt C. LOAD 00191(61) 13mn4ard NOV 1 1X93 _ I A WAW 0-YorW&.0911 pare�,.fM.and ftl_AD Mrrw WrAn Ana rrmwi XMI Aldr m fnv.. Deign Vold rot V""ON Mick tonnectnt ihk Ovogn Y 09W onM upon pehimel#i thew%end t to on hdhMual t--ld"tornrx..r l,.� 1111111[,1-Id IM9td rerltolh. ApPICPWRY cT 00,1111 P01omNt11 And p100M enhy pololks,at e,-","1 of bvedv p COklpner neI hvu i OMIpnM.1100ihp ehowh t f"bletol sumprl of th W ml-vb memWll onty,Add110ne1 tMmwe'v WMh'i 111 V%mo Ne►IAY dv`h0 00 Irrutl oh 11h- i Cimplibry o1 tht C1100r.Addl11oh01 Dern,enerb+OAh ,i p of 114 eVelal IIIVolvto Y the Hirlp"MM kY et Ibuldhe d"lg,4h,Fe,eeherol(rQkmhc, 1 ,e4ordh0 1aDMo'1C,,.avaMY"mltol.klor000k,eet'v!'v ereebn ar-d tmock)q,comun 91744 Guolt►elar4ay,011-10 Imclrp srw TMs..nM Nik•vt /e11.4' Ir+duefrlee lnr tl M. .. , rl%Ui•I I•tl Itl'. II•II.;U'anelL: , IU �.U:ib =•�il� a >:' 6 U: ? l ?=_____..:,._.. .. [ � wi37ZJ ,uca«=na=� s: �< <TT�' ',� } • fir 1:7 ) ?)i111! �� r 1 �l� � :i 2--0 Quantity l Top Pa.�;oh 6. ul.!GI Y'L7.«--.r+-..«._.__. Wul SIZE APPRUVO F� j 5.50 .. 1 3-411 5.50 If I u G-G 6-6 i vX4 OCT 1 `,0,1 �4 r a I U �� S iQ PK: 7—:1-3 T,7: -7 RISE: 3-7-7 RIGHT HEI(:HT: 0-4-7FdR. HL TO Fi 7-3-3 (^$Fi MAX STRESSES MINIMUM GRADE OF LUNIB= ,R ~ I, I7 TOP 1-2-0. 461 TOP CHORD: 2k4 Na. 1&Btr Gly DF-L ° BOTT 4�-1 =0 234 ROT CHORD: 2*4 No. 1 .'II3tr (:',2 L) -T 1 0 f 10 D - EFL,, (d4.-0 . 0'i < L/290 wT:B_S : 2*4 STANDARD Ga DF-?, .... -__- •_•-2'T2 i.:IS�ns>C��_. -�1<78q L•91CL__.'_�_=SqL:CCC____««��iiCd COl 1L'C««-«�.�=�LOER l7 q!!>=S.':�� i . ,c ?,rIMB = 1 . 15-4PLATE = 1 . 15 SPACING • 24. 0 in. o. C, r .i't'I21'S; I;.S USE'D 110. OF MEMBERS = 1 WTV 1120-1p.6,147 MANUFACTURED FRCIM ASTr; A 446 GRD A GALVANIZED STEEL(EYCE' 6E INSTALLED al EACH FACE OF JOINT, SY1';IETRICALLY(EXCEPT AS SN01JN)DF.SICN Coil'. • DESIV4 VICS, USC-ICSO,TPI-91 P: ? V S:x.'1 IS OR TRUSS PAURICATION ONLY,FOR PER1.ILIENT 7ANU 1UP^ORARY MCING(WICN IS ALWAYS REOD)CONSULT BLDG Ar011TECT OR MMEER, r S J t ,..:._....___.._.:.. -( 0011:19 };J"la a r, I n 1'7 . .. .. :'.is '.0 `� �,.it'l.t't:c•'t.' t 2 4 j. an:.:C�..._.,..-•---._._._.. .. ...a._. ......._.. With :a t,111dil l:Lt (Ic't}A.(" r)t:uvad3 ,d al.Utr(•1 ontire bot:t oin (',}iord i1.t: cac-}1 G11t: oJ: Cifbla (anid l.tnloia O.:}l.. 1 L)�•. .. i i;ild'.�I'111,11 fi7;ii,,Ji;',i! 1 6`r Si'>7i1t1.3--0 11I5i:f3-7-7 IitGIIT If�.1GIIT:E1_ I-'1 rp hIS1IIhtUh1 (112111'.)1; 0 Lt?i 110P CHORD: 1. .(•4 No . I tt r11. BOT CHORD: 2 ),I iio .l ";C;L lin t'+l i.)i:r`?.,. rl0w(} , 00 < L/2140 V.?E B s - - - -..1•-1.!�+•Yc'T,I:TC--= 1 . 155P�'lCTl•IGj ?. . _- 4 . 0-in . -c�-. c.V_•-_.w__.-- 'No. 0F t111?(•11:11.?C<,`.i 1 i t`;;,iUFACTJllED FROX ASM A 1146 GRD A GALYt.,NZED STEEL(EXCEPT AS SIIC';t'I) ,iCll FACE OF JOtli-f, S'r IiMETRICALLY(CY,CEPT AS s HO'rtti)V[SIGII CONFOR:13 41IfH tips usi;N S ' `, L':C iCi.i,i 1• i tti.A7tp'1 b'tt.7,fL11 P[tIVNINT AND TEMr(if;4RY ilQACINI)(WllIC1l IS ALWAYS F • �" y..." �`'+!CFM � �'NW�•:'1 � '.. � . N✓�I ��,Rl�,�"°� r'?f�+•.;'�`1 �"�i?�' w°p{R' y: � ��`" ""��'��M•'� '�' ,"td�? � �r�" IPPI'r�Q'"�.T'F �d� __=< < < <DRAWING> > > >=______----________[ 461.208 :.7__________________< < < <TECNA> > > >=__ Customer : KEYWAY-I5-UNIT- Wed Nov 03 16 : 07 : 41 1993 Project #: 975 Truss ID E2 Family Span 9-4 Quantity 2 Top Ptch 4.%12 NOTES : =1 --Gable-studs spAaced at=24=inches=o.c:______________________--_____._:__._.__ 7 -Brace vertical studs in accordance with standard-gable end^detail - r' 3 -Continuous bearing provided alon entire bottom chord tiFLfi^�., ,�. (41-Provide 1X4 plates at each endo gable stud unless other% e�. 9-84-D t i i EXF',RE9 5'03'_��,•. .. ■ 3X4 , IaV 0 4 199:3 4 a,t 9-4 9-4 . L. HL TO PH:9-18-1 LEFT HEIGHT:8-4-3 SPAN:9-4 RISE:3-5-6 RIGHT HEIGHT:3-5-0 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER - L D TOP CHORD: 2*4 No. 1 &Btr JR DF-L POP 25 7 AOT CHORD: 2*4 No. l &Btr GR DF-L BOTT 0 10 DEFL. @0=0. 00 < L/24O WEBS : 2*4 STANDARD GR DF--L STR. INC. : LUMB = 1 , 15 PLATE = 1 , 15 SPACING • 24. 0 in. o. c, REPETITIVE STRESSES USED NO. OF MEMBERS = 1 'LATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRO A GALVANIZED STEEL(EXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETR I CALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICPA,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. ,..t. a t, ,`uuffiYEt, 7J Q==< < < <A.C. F.S Version 6 . 0> > > >=______=_=__[ 46'1207 ]__-_________< < < <TFCNA> > > >= Customer : KEYWAY-I5-UNIT Wed Nov 03 16 : 07 : 25 1993 Project # : 975 Truss ID R2 Family # 201 t : Span 9-2-8 Top --- -- Quantity-- 10 TOP TOP CHORD BOT-OM CHORD WEBS - - REACTIONS - SIZE APPP.OVEO FOR INDUSTRIES INC. 1-2--560 4-5- 527 2-5- 89 1--459 5.50 2-3. 0 5-1. 527 2-4--558 4-305 1.50 3-4--1560012 r�ONALO 4-7-4 —+— ��-$— .' 4-7-4 4-7-4Exs'wes ;. 94 NOV 0 41993 1X4 I 3X4 i- 2 i N" 3X471 4 •x4 9-2-a 4X4 4—i-4 4-7-4 L. HL-TO-PK98-8 LEFT 1;EIG�IT:0-4-3 SPAN:9-2-8 RISE: 3-5-8 RIGHT HEIGHT: 3-5 LOADING--(PSF) - MAXSTRESSESMINIMUM GRADE OF LUMBER L D TOP 1-2=0 . 232 TOP CHORD: 2*4 No. l &Btr GR DF-L TOP 25 7 BOTT 5-1 =0 . 153 POT C110RD: 2*4 No. 1 &Btr GR DF-L �yl BOTT 0 10 DEFL.@5=0.01 < L/240 WEBS : 2*4 STANDARD GR DF-L STR. INC. : LUMB = 1 . 15 PLATE = 1 . 15 - - SPACINGMEM24. 0 in. o. c . REPETITIVE STRESSES USED NO. OF PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS., UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG AR171ITECT OR ENGINEER. r ' r .. ..........._r _.......—..w....._.._....�..r...r,r...._I w._,__rir._......ww ..w..M_......... ......._._rrw...r._-ra r\ 17,;i'r4 I I l"I`iilC 1 HfA: ,T;. !I ES 1'0 rn.- -� i, I i (;ATIri,), f cw.:x_..:c_._._. dx•:�.�J i J u,a:_urT cr c �x(( r II,.r;.trl< 1eiij :�din11'93 _ Quani: .�.:4' t� 1'i cls t " Z-k'eBs REAM ";$ SIZE `--__ ,..pPRi7' T. I: 1 __..,FIF_S 11ymar 1.rrQC5 5.5C a .. d , , LA r 1p`� fro► 14.' :, i 4I ee i} 4 Se'ej yr , ..e•�'5-0 -0 Axa CCT 19 Lur;`i 7 ------------- s .x; 1X4 F 5-0 H:'IGH'1T: 8-4-7 SPAN: 10-0 R. HL TO PY -: 5-7--1 a �Wlu...,---_ {� r ]t [ � _ FtT�E 2-10-7 RIGHT HEIGHT• 0-4-7 (P5I') -..._. MF,X�S'I'Ct L.S�L$� 4R= _S L•� _—* __ -._C .CS—C~- I, D MAX uL% ,. INIMur"! PADE�OF LUMBERTop - l 2 '1 HOTT 4-1 =S, 147 0. )P CHORD. *4 Na. 1 &Bt;r GR D)"-u "r o r' DEF'r.. 04=0. zav iVLIT3gCHORD: *4 No. 1 &flt r GR DF-T, *4 STANDARD •5'—L I 't ?�1C, : L,UA!$ = 1 15 PLATE .- n_G�=I'_=-�_ !.rT1Vb, 57'R.?SS�'5 UaEis = 1 . 15 SPACING ^'14. 0 in. o. c.�- NO. OF MEMBERS = 1 l-E iii iVK hn-106,147 MANUFACTURED FhOF1 ASTM A 446 M A GALVANIZED STEFL(EXCEPT AS $104N) ^t.13T 5E INSTILLED O1 EA0I FAC£ OF JOINT,o,r SYI'f-lETFIICQLLV(EXrFPT sAS S;fC,%)DESIGN C(MromiS HITN NDS DESIGN SPEC5. U7C-IC211!,Tn2-91 �( ) nLt,A.S cQr1) O;S'R.T 'LCG .d,?CMITE T CR Er,3INEFE. 4, +. ,. ri 1,' 21. 1�311. r'I'M111 1•11TEK 1NDLISTRIL5 TO 5035007115 rr X `1rV� 'csJ.oil 6 . 0> > > >-:c.uy,cs_._. ..:_—1 `�5(i�� =ti��- • F�„,YW1,Y—' UWa.'t6lived Oct .2C� ':truss Til IRI Family . . ; 0-0 Quat-tl;,i�Y 10 'Top Pi Bch I Is AA uo:_=::e.nW . ••••...•• -""84 ea@lCA �,OTTG1 CHORD TEES y REACTIUtIS - SIZf Av?ZvvED, -- r`• 3.42 374 2-44 45 1� 4A5 5.50 4.1. 3 7a 3e.-401 5.50 ��” 1 1 5-0 <,Xn, t fr".�•.rte=-'��__..___...._- - ........�.,......_._.__..�_.. (� __ ._,r- ...._....-_.�...,...a._.._._�.,.`. ~''' '�. 1`i4 —U _ R• HL TO PK : 5- 7-1eLT ; 3T:0-4-7 SPAN: 10-0 RISE: 2-10-7 RIGHT JiEIc`HT: O-4-7 _�:_cue•:.�-�:.::�x�a::=ra-�===•_. atao�==�— �_ ,n -xe�'a=aas�=-axse I',f'1`11'i'Nt. �17r11i� h1l►Y VIMU -UAIDTIIlIJ3l t1h QI��r,t_ lD na^^o�-_za. L ra tt ,t mop (111M � �� 11 . 1 D L rip >3 °--z. l 'r ��C�' `f i� i WLDSCt10n1)1 .1+ rro i arT�z- on Dr-L 0 10 DEL'L,.�► -0 , 01 < h/240 : 2*�S STANDARD GR DF—L .. ii nr rJuumea wr.a mwuta�_-�=.-�e 3eazi mwa:ser-�=-�::.u�sa�nuaso-=a=mss i+ma�c__= � 1 . 15 PLATE 1 . 15T't i'tl'T'XTxVL G 74. 0 in o. zC==,SRESSES USED NO. OFh?MfFTS d Aftt MITEi: tLK1-105,147 MANUFACTURED FkON ASTM A 4 t6 G(tD Ii A MItZED SIFFL(EXC£PT AS Sinai) f'1 ,lk I'iiST i;E INSTALUD Gi L1,01 FACE OF JOINT, b1?I.IETRItALLY(E-XCEPT AS SHMI)DESIGN CO}IFMiS WITH NDS DESIGN SPEC:,. C C-I-,;L,7?I-1i "'S 4SIC4 1S FOR Tkll35 FAM(,TION ONLY.FOR PEw-wiu,r Mr) Tu;rU;C.1Y URAC1t!:,(I;4lICH TS ALRAYS RFY10)0I:;.-iULT G•-W-,, Ar.';;IT- r> _ :c, '�. "rlY��'�997d�:' '' Q ,"�� ud''�w��;''�'�',`S�'.e;fNz,c«:.. -.. _ ""kA�v7�+M'.�.ti�.h!k,»rn+i a,•�t,, ,,..-.....- .._, �'�'a,'1, is NOV 04 '93 14:23 FROM MITEK INDUSTRIES TO 50136688115 PAGE.022 � t I (< < <A.C.E.S Version 6 , 0) > > >===n___-_===( 461226 1-==-=====a < < < <TECNA> > > >=_, Customer : KEYWAY-8-UNIT6 Wed Nov 03 16 : 15 : 03 1993 Proact #: 926 Truss ID R1A Family 205 Spa 5-8-8 _ Quantity 8 Top Patch 6 . / 12 i • TOP CHORD BOTTOM CHORD WEBS REACTIONS - STLE APPROVED FOR TRIES INC. ^ 1-2■ 0 3-1= 0 1=-312 5.50 2-3•-173 3=-227 1,50 C' 4Q` a4 WAS r sr0 5-8-8 NOV 4 41993 2 d r. 301 I 3 5-8-8 gg 44 gg , ,.,FTLHEQCHT'0-4-7 S AN: 5-8-8 RISE:3--2-11 RIGHT HEIGHT: 3-2-11 _=-------------- -------- -----------,___--_______-___-- --_ --___ _----- )ADING T (PSFt)1 MAXCISTRE S S - MIINIMMUM GRADE OF LUMBER )p 285 1 BCT 1-los-jN BOT CHoRD' Z2*44 No. 1&Btr GR DF-L )TT 0 10 D FL. < L/Z40 WEBS : 2*4 STANDARD GR DF-L PLNTLAZE . 1 . 15- - FGin o c.TITIVERESES USEDNO. OMEMBERS 4TES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 ORD A GALVANIZED STEEL(EXCEPT AS SHOWN) 4TE MUST BE INSTALLED ON EACH FACE OF JOINT, SVMMETRICALLY(EXCEPT AS 90A)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 I8 DESIGN 18 FOR TRUSS FA"tCATION ONLY.FbR PERMAXW AND TVV0RA4Y BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. � 1 I 4 9� U:�tAVJaNG»»•_:_..: ...:: Cu t-ome1: KEYWAY-I3-L1T11T6 enc ct: !f 921. 0. Truss I1) prnmiGJ.,ct2U Quantit.}' 2 Tots itch i Gable st:ucls 5pC7cc d�at 24-.i.nchr_; o.c . ? -Brae(:' v"-"t 'i.c:ol studs in ac:rorcl.;;cnce with Standard 90I.)IL" � _COnti.ntln>I q r.illprovideda.1.o11 rnt-7,rc: bot torn � �:r,, c} • plate,� at: each and ostud un.h..: c chc r : 7- 1 i r (. ... ,T i j17.1 .1 ITPr'.ir ni! n r I.-•^'•n--r++7'•r+ • y 4 7" r i L_......-......... .....?_ �._�__...___ 14-P. _____ _ _l____.___...__..f`�....___._... 7-1 ill 111. Tif 11. 1 IL 7U N. :r' .t 1 ; '. rT FII:IG1iT:F1-4 ( Sl'f1M,m-'L III;�LI'1-1U-1 i IIIGHT liINC117:0. 1 'r' :0AUIT ivU ) MAX STRESSES MINI.t3UM GRADE UH c). ,r TOP C1•l()R1): 2*4 tic). l 1,1'. yr l) 1 l) 171;1 L. ESU-=U . UU 130T CHORD, 2"4 Vo J 1,l ; L/240 Wk,I3S ; 2 + 4 TZ,' I S'( l,P-,:,S SLU 13 f.;t'AC lidC, 24 . U 111 r., . 1JU. Ul' I'•IC't'11i1;1�'.i �- I r At• ODU Fk A ASTM A 446 GRD A GALVANIZED 5l EFI.(EXLEPI AS SWJ: !N) 1 + 'A('I. UI JUIN,, SYl-If1ETIUCALLY(EXCEPT A5 S110impl.mN c(rFUI?,15 14 lli nU5 cf.!riN �I ;r ui(lCAl ltll'i t1fIlY,FI)R F'ENMANE41 ANU TEMPUI(Af(Y ffftACIfIG(111!1Cit 15 A(SIAYS 1tf(;U)CWSU! 1 f1f'P.; 4 4 �� r f'• 9 1 i fh G , 5, �ry �lh V, ,, ::i on 446579 �reannnrna::cc::-cGCCCTC'C~d��,? 1 : ;- Cur, 01116 N 3Vlr Y�•-,1-IJIl'xT6• p r ; a-,• ; 29 PflacC : 26 Truss TD : R3 x F_ yt# g: p101� 1 Span : �4-2 Quantity . 6 Top Patch : 6 . /v-), r.Cl x:.—._:._ 91 rf r .�..1a'l ft ps xl cc -f rt 1"rl m P:r.1r': i0P C1 ?D NOTTU-i C1,0RD 14E 5� REACTIC115 - SIZE APPROVED FOR TUTEE: INLrJ""•:1'.5 """ 1.�...blQ 3-A., 548 2-nv 137 tr•660 S.SA • X10 3-660 5.5o OCT I i { i 4Xi r I!. /ter .'•�� .a.�+�. � ....�...�.._ . +.�.. ..._....�.t.... +!1 1 X4 1 r d; T, 7-1 1�1 ' HL TO Pi:: 7-11-1 R. 11L TO Pi: : 7•-1 ,)✓1!T HEIGHT': 0-4-7 SPAN: 14-2 RISE: 3-10-15 RIGHT HEIGHT:0-4--7 -=a:••,nnae.^�----r.rrrr__._.�c=__-�aFr..�e-cam_=_-3vr.Gr•.r_r_====-«ars=�c-ze=.-=-s-�aC..-.r..rsm.:_-....- ,OADING (PS )� MAXSTRESSES _ MINIMUM GRADE OF LUMT32R I, �) TOP •1-2=U. /n TOP CHORD: ?,*4 No. 1&Btr CR D1,-L OP 25 '1 BOTT 3-4=0 14 BUT CHORD: 2*4 No, 1&>tr C'3 CIS-T. -'OTT 0 10' DR L. $4-0. 01 < L/240 WEBS : 2*4 STANDARD GR DY-L _-=-._e=v.... erre-x-v=c_ acacmne^.fe�===aa:eC••»••c-ccvc.-=�:.r_re:an==_�=c•:^-aae:_"==-.-_......-a-sn-al.�!_ ._ , TR. IPTC -LUMB 1 . 15 PLATE 1 . 15 SPACING • 24 , 0 in. o. c , LP:3TIri'IVE STRESSES US-1) NO. OF MEMBERS = 1 ',- TES �IS MITE: P20-10,147 fW!UFACTURED FROM ASTM A 445 GRP A GALVANIZED STEEL(EXCEPT 13 S14QgN) ..ATE 1US7, 6E INSTALLED 01 EAG•H FACE OF JOINT, SY141ETRICALLY(EXCEPT AS SHO40DESWN MIFIDITIS W11-H NPS OCSIGN SPECS, .,IS PESIC:1 13 FON! TRUSS FASPICATION U4LY.FOR PERMANENT AND TEMPORARY 8RACTRr(M1I0i IS ALWAYS REQP)C"ULT BL?:, PKIfiTECT OR E1+i?11:Er^. .y oil - M� .'3 14;e0 FROM I'1 I TEK INDUSTRIES TO 5036600115 '' - r�Vgr: dpn h O) > > >uL,la,aturau: �aE35fs'/ c-_�r:l;rass :,rataC < < � '' 1 r::: tc+,nt:r �.t'.X6:AY�• - UtI C'I'6 C�: 10 09 : 40: ,,,:,,; �. ~Tud 0 r,rojG;::t ': 926 Tx•tw- j ID Qi: lily lii 11Cu , � Family II i St..;n 21_2 Quantity 'rc:,p Pitch E� 1 " .,..u,..u.aur__�::tea=:::•c:�c�tsuasrttrau1tiCori ra:r=.•r.�cx:.:::�a�_=a ' orsa:z=Mtj�ueaser::::3r,rtsy-s--.::- 1r Tv? l`U�D E'3 f C1•i C1st�i20 WEBS -^Y T,.tY r-r•�_ RtiP•Ci CG;LS - SHE APPROVED FOR f 1-2a-Sb$5 S•Sl 12061 2-13a 10124 1n.7703 5.50 9-10•l 12001 3-13, 582r 3""'-P '�"�r►""� •.• fiy-7703 5.004, 2.4.-10339 t0-11. 5914 3_12,-073 e- -tlji 11-12.1 12248 4-12= 2762 ;ti J-;i.- 1b1 12-13:r 10001 A_11=-2&23 p}f �` lit!� r ?. C-7..-tui73 $-Ila 7040 '1 ? s•-tisi5 G-11a.3643 it �` f a 1f 1 6-10t 3639Ii <s 7-10a-2005 ' 7-9a 2423 ;TE UFFSET; Ex�LEFi,YeTOp):I�2.0.,2.5J,(I5p4.1.5J,IJ6�7.2],(JtOdA.?]tLi11-4,airIJ13=9,2), �`ij }II °fir: r —�.. 1_.�Z `>>-7 _ ?� ___1_._121"�?�F. 12.x-7.._...;.. ...– �1..w.n._•....� d -0 j••IU-13 < 4-U-!I 3 IU-1J 4-7••u '. 7>;3 • s' rb G 'f t 1 I'`� .�` -1 X 7 I/ 7X 1663 01Z �� Gyzi ,;yj 3X4 31 7 ' 1"-3:,/ .. 3-10-tj�"-"�._ _ 3-�y� ----i-- '��7G' ---I —�1� 'ji1a ` PK: 12-1 1 -7 R JIL `I`O Pit : 1 4 i ? I'r1` ;'rGli7': 0–1 0-7 "0PfiI1 : 24-2 RISE: 6•--7–'1 5 RIGHT HE TWIT: 0-4"' t y.,� +.:a L•L7 t7 W L ::.h t!^.tl C!Z uLS r--!TX _••-•-•�_-_'--�-1 Ct::rl G':�-" .. _ _ ,'D NG . PSI°) MAX STRZ.c �)'ES _---`MINIMUM GRADE OF LUMBE:t�-:: ..: _ 25 TOP 7--f3=i) , 640 TOP CHORD: 2*4 No. 1 &Btr !1Z DF-7• P 0 non E 4=0 938 f10Tn C_IIOrZD: 2*6 SS GR DF-_ra 1U DFFL. @10=0. 20 < L/240 n a ,► eTAN ....._•-==::===ux=:l_--.n;,cs�+..:r_t_emm:_urnrzc -- -- — —�'�l:rl] J DI!I�.O C:=? 1)»`-.1. I rZc . . I140 : LUf•fE =-1 15 :'LA'Z'E = 1 . 15 - ------_' -SPACING='24. 0 in �sar___.._._ i h-TIIIV,E STRESSES 1170T USED I`I0. OF i9E�1BEt�S in. 0~ 41, STAF-S3 :li:t<E,15E LOAOI►t•r FAt1[L "U'i / •)QIiVYS(LFsS,) 3- r.B t -r.Bt -:..S 12 (h, Q,C- qs IN I:AI .S•. 1 , i � Aa ( � tf in. o.c. f(:Ifi:tJ r�:lJ .1i`.C..) .' U ^:C•i u'tli .- 1', ('D i, C4LV;'11T'L'cU S'izr`.l(E:CETT M 5';:'1..:1) ° r 0JI iT, rlii(�fl!IC l;(E;CEI'f ..^5 SI: 'uI)O[SIC!( CCtI'0:�'1S 1tITH FIDS 0 G' S' 5.Y Nil :'.! .,!Ia,.f ,.-0 tFl- G., 1t t�Clfi (l'II('tl IS E ,� • ., .: j� fFW wN�`AE� r` I tee'. icy r' �u 1 ',`DIY, �'• i A I Yi� t ;r IY f A 1 f' } i ` �I 1 ' S J ir 001.125 ) .-.. _._ _......__._: ..•. . (lf Thu Oct. 21 Customer. KEYWAY-8-UNIT ID rt.13 Faini ly pra 4c t 926 '1'z:u�>s = Tole I') 1.c:1; r Spai 12-10-8 ..... qualiti•Ly___�_�...- r _..=. _._.. -_ ... .. ...-. �:- ;1:uC.l; Fi _t?_ -at i.I1C}lY O.C . �.. ....rl C.t i tr i10mLs: 1-C��1. 1c ,iTc d �;Landat d ak,l : +.I c:C vertic:�a CLuds in accordanco with � ?1-Che-,C-0!.zc7ut k�r.r;ri"ng �rovi.clocl .a1.onc entire bottom r:Izaz Cl -Pz oviill� 1 fi'1 �1 at.cs at each c;nd- Of gabIo sold unlc�;:; c,t.11r.!r':;i s + ��-p Liss Eo be �:u1 ].y sheatlTcd from orae face, or. 1�ecurc;ly bz act!d against, latera] InoveinerlL (i. .c . diagr,iTa1 wel",) I T /+7 Ij g •,`+I .,-Tn.-�-r^:rr-C.. ii f 10 9 °!K4 r---,3 't. +i _ •__-'3_1•.1? Itl(�IIT III;ICai'l :t,•�lt- 1 t LETT _ - .. ... t,111X STRUSt" »ply CHUI?U: 2*4 1Ir,. 1N'. , Y:I�lUYtIC3 �(FSI'� + tIO 1' C;I]UR17 2 t I� EOTn, 20 10 U]�,F1,. @0-0_C0�<^L/2�4U^- Fal;tis'_ ,..._:_:. ._�_ � . .__ :. . . . STI;. INC. : 1:Urfa = 1 . ] 5 1']'11T1 =r 1SPACING 24 . 0 1' NO• OF f4r-, ' BFIts: PE.i-,CT1TIVF STRESSES USI?I> PL.4iE5 ARE NITEK h!70 136,147 h1ANrAu (it J rNT, ASTM A 4CA GY( A G nLvnnttto sTtrt(Ixclrl AS SWuw`,) ,r FLATS MUST BE IN51ALtfU ON EACII CACP Cil JOINT, SYFf!tETRICAII.r(EXC[FT AS 51!OWtI)D[SIGII l'ON1ortMS will! HUS U151G!1 Silt^•r �'•' . This C UST 1S IS1i 1kUSS fAI+RICATIQ!1 pulY,r01t I'Eft!inMEtIT .AND tE"I PARY BRACINGN111 II IS ALWAYS MOD)MISUI1 hl t:• !"I'!" ;� I � 1 ' ,- � rr+ V,� .,,,�•.,,,...,fl-w 4� t•--,e - �art»:w t•. 'tehu?;'. '"R.. tJ anwY s^M�. w ait.•l 1 • ' _ .i....c...li.�•1+...,why,,,_��, M :,'M:�:w'°"L.c.,.I,,;.... ,.r+.+�J_• ^�'.su.t.:�_......AJ. .Y:au.a+..�.'� �" � '�'.Vr`df...l�,....r':a�Jt� .�.�+�7"•xi r r`" ��.t i ti (A.C: .U.S Ji:r.lic;;1 0y > % 1 =[ ]or,umvauaurw� =s ; T�� r11�► � � �: ,,i ?. K1�5'S;;►Y�O-►.;iJI-fE, M Tue Oct 19 1;: '41 1993•' {: i)Oti rfTu:B!i TI'i [2'13 Tamil �' 211 ", , ,El_10 5"?u�111txi:y Ci gap n3 ;ch /12. 0-5-0 at /112 . . ..__- __._.__..=__-a•rnwNbuutaC^_4_CW...._�..-_.—.-.:5`3' dLt 13 YJ 1tl tR=JafLl:...�.L'A�O�a!'1' 7tCCIIy'.lt�LY9S��Z��@SMA . 3 i1)TTsi C>�l•^.D VrE!!S REAC1IU4S - SIZE APPROVED Fop, MITEK INDUSTRIeS 1. ' 7.13. 2426 2-12-214 1{+•0276 5.50 »+G'1 3-9. 2431 3-12� 3437--12)6 5.SO .-',1� 13«'i 9-100 19 3-11■-497 Y • F� a-2441 10-11" 0 t-11*-•107'7 .y.i . , � w I a�►>,�.1 1 11-12Q 1513 4-9. 2729 1 , 12.1. 1817 S 9--259 I t5 6-9--679 1 64= 100 1 • y-lla 1918 { Tn L '! 'r b>(SETS (X°L--- T,YGTOP):(JA.a,1.5).(J9�6,5l,[J11,4,2.5], '.'yV $y9�'^�7..,..f'-"�f.�.t�.... __I-�._�..�::° __.. ��r:•.'.1�r.�..r....__r.Z'?"1.1..��_� .::�.1..',! �i-W�4 -11 4-fl-11� 4-19_,11 ..2-0-12 6-2-2 6-2-2 6x8 1 X•s OCT 111 i `, 3X4 3X4 OX 12 3� _ 7-0 7-5 �, -0 12 (3) 2 2 6-2-2 1HL TO PY,: 16-1-7 INTERNAL R. H1, TO PK : 16-1 -7 HETGH'T': b-4--7 SPAN: 28--1 0 RISE, 7-6-15 RIGHT H=GHT: 0-4-7 .__—.__.��_ ".it frrtLGSJI Lt It:SII^..--___.��u7L2.1 a:tl:7's.:I TJ IJ C.:_sem_ _____..._�___ =SG�1� tiS'--GI i•-J-J•3^�__._'�-_-� i MAX STRESSES MINIMUM GRADS OF LUMBER T ~ L D I'UP 6-7=0. 838 ,IOP CHORD: 2*4 No. 1 &Btr GF: DF-L i)? 25 7 L10'I"T' 8-9_0 . 573 I30T CHORD: ?*4 Va. 1 &$tr GR DF-L • r:G_'i� 0 10 DEFL. @10=0. 20 < T,/240 WEBS : 2A4 STANDARD GR DF-L ::RL w.Y Mn.-i Yi�Y ud W urdd d C.=___-•=-TJ if oOYJ�Mb�uc)wst 11 Asn M==:_=:__===�=======7 R==m-! 'nM-a=-_-2-._-M•.._••L`.a >'?f2 . > t;C: . ; 1,0148 = 1 . 15 PLATE d 1 . 15 SPACING : 24. 0 in . o. c, .: 'E''f T'1'IVE STt.r,SSrS USED NO. OF MEMBERS � 1 ('MORD: 9•-10 TO BE 2*4 STANDARD GR DF--L 14::t;: 4--9 TO 13E 2�4 No. 1 &Btr GR DF-L, ci d-11 BRACED at 112 POINTS AS SI0.4 .AKWE M or 20 Cent.Bracitlq emn.w/2-8d nails•or T-brace of :rssr siz* and grado as wab conn• to narrow Ia--e w/10A rails 6 in, c.e , :•L.AIES A;rf: MITEr M20-186,147 fiANUFACTURED FROM ASIV A 416 GRO A ()aE.VANI7.ED STFEL(EX'.FPT AS Sle'-N) :-�;3T INSTALLED ON EACxi FACE OF JOINT, SYMET R ICALLY(EXCEPT AS S1044)UCSIVI CONFORMS WITH FIDS OESIC't SPI:( S, U: SCI'9,TPI-91 IS FO,1 MASS FAMU-'4-1101 ONLY.FOR PER;"MENT 141D TW;'OPARY RFMII:G(t11101 IS ALLAYS REQO)MMSULT BLDG ARCHITECT Oil E',f-AINEEA. CCT 21 193 1U%14 ;-r'MM MI1'LK INl1U31"R1c3 (l7 503E500115 r:mGA3E..CC4 1 .0. '' IS Vf?7. ;ion 0) ) ) )e:==rrn:ouuur= '.50037 j�_�u=r=�ary,Gt - �<r<1 ] -Nt+ ) . ___ .yiy 4L,rll Ci Z' .... ��1:,Y?1F,X-Ir^•�I��.'l Wed Oct 0 1 3 : ` `i1 , 33 ' 993 � •c:] cC Ir: 126 Truss rD '; 1r. Family ..ri 4.t)-0 Quant'i ty 2 'lo pitch 70P C!"M 907W CHORD WEELS RE,ICTIOr;S - SIZE APPROVED 90.9 NITEK INDUSTRIES~Ir,i:. -Z15 11-12. 3374 3-1.-2948 9-14.-300 1.-2084 5.90 . 0 12.13. 3446 3-18. 2P.0 4-13■-113 11,-2084 5.50 -4•-2775 13-t4,. 4068 4-18--107 10-13. 618 N�F..r•�..b;• ,.••F•j-2652 14-15. 25 4-17--306 10-12•-599 '�Syrp k'2 ap :-•0!••2117 15••16. 0 5-17a 433 14-16% 264A P..7.••c117 16-17. 2279 5-16j-599 -os-S1��1 17.1f& 2541 6-16. 1555 ,� 61 f \,� f{s a F, J••-4139 1$-1. 2329 7-16--1603 �` (/ �'i ;•1x,_..4452 7-14. 2464 r '�' 1.-3836 8-14r-326 SPLICE5,4-5,.3X618-,8 !PL*tCF.5:16-1703X61 !•`,L, s{1 1 , 1E WSETS (X-LEFT,Y-TOP):(j3.6,1,51.(,1G-3,2),(}7=2,1.51 31 -7•-12 hi'? -I._151'S.. .._,.. !:,• 17_ _i �i� C..i_ 7-7x _ .��, ,..3 - 9-,3 0-3 _6':3 4-3-14 4-.3-1 At 1-11-C 51,16 OCT 2 1 M-3 y rya 4 3X4 VX 14 2) v' 3>?4 tx� ' a w lxtti 2 X 3 h7l.DGE {4 { ES 4 8-4 9-7-1e! Itt, r['0 PK: :'5--6-9 R7SE: 2-5--12 R. HL TO PK : 27-11--7 ' HEIGH!: 1-4--7 SPAN: 48 RISE: 1 Z-1 U-7 RIGHT HEIGHT: U--4-7 _. =s:l-J,V:is K L;Sj In -9w wLt!q b7 L'•i3====3tn tE ma G=.^-==-a nt"g,baSIM===aaQ�Qc== ::..), !) G (Ir"S20) MAX STRESSES MINIMUM GRADE OF LUMBER T, D TOP �-4=06803 TOP gHORD: 2 4 No. 1 &Btr GR DF-L- P 25 7 DOTT 1 --1 4- 732 BOT CHORD:2*q No. 1 &Btr GR DF-L }.'�`T'r U 10 DEF'L35=0 . 36 < L/230 WEBS . 2*4 STANDARD GR DF-L a 4u rsu=====utrmr-c,tduu�===urlr�n:i:.a:.===- _ --- ---- �1'R. rtlC LI1MF3 0 -� == .:oo= 1 15 PLATE 1 15 SPACTNG24.0 in o. c. 1,YE'? T:I TIIV. STRESSES USED Nn. OI'' b4FilTil?I2S � 1 r0'; O.F.) IN. 113nImirAL DI3PIACkh:ltr AT ONE E1EMING ,1 TO 2,1 4-TANDARD GR D -L I- �a ' 7--1 - 4-1 b 1,3 BE 21:4 No. 1&Btr GR DIS-L, ti•11 5-i:1 6-1'3 E:_`..".l U at 1/2 POINTS AS Sfta.N ABOVE :.;1 7-16 cnS";E0 :,h 1/3 POW's aS stmx :COVE 1..: crt3 C..,st.Br-.ain�} c::nn.rr/2•fld nail ,ur 'i•br�s, uT ea,.o ,ii , 3r! �, b c.;.1. ea r,_nr:r fi:L Tr/1CJ rail:: 1n. e.0 AAE 1417a It ti2D-iu5�1%7 K%UPACTURED ,�W'I -,Ili A 445 GAD A d.%'J'J r.t� 51EEL(t �::rs'f A3 ;,ry;;l) 7 tiw"T 9E I1WALLED ON CKH FACE Of J0I1fT, J�fU4TkICA.LLY(EXCEPT A3 ShOlI !)DE'sirm - !M4IS WITH NDS D"• r f, ,., • �,. .T,, E IC„ � +err � i e ..,•, r.SI..N Sf CS. UG.- TIG! 0:11.Y.FG7 N P.'.!';Et;t' ;,'X T' :Y C".'..Ii'"(1'lir 1 IS Al,;,m REt 1C!••cin ��. ..�. ..T r+ �; �. ' :,..,yr•"'' e,+raaN,. �}F71J�1SrJ�&iAWJRj � "��• - - - w + ' 1+ .t,,•.;.:...:? !.`�.� �I'/'/��)) q:J IJY J s+J'iJ G?t'ty J'.uui b:.r C.I ti;�1,Lr1 i,l l;'i �'^'�'%'��''7 �l r !•) y Ji'✓' f .L i.:f:.w L'.i.,• r'.r) ! •1(.1 1 .. �� .•,-• li:,:ll.:.l1 �ti a •-,�r' %t 1!��.t11S .I�" it .: ,•,i y ,i . : .. a TO .J ' -'• t wt...J,.YLpu::.J¢J iJ iJ u:..•wc...:.;:..+. .J,.....:l:St:tt7..i.:tul:7 Jr;1::xl:.i til Ct.n L2..li�i:-� Ji r t � pi: tf.'- .. .... . ... ..._.. J ua.J ld Kf AJ W" '' ,b.• I rJl��tJ'J'q. " t f t ar •�'" y ;. rw ::: -1'r Key1 ti-1:*3••117 11a-'' „ SI,•0 � � �r'w I;J l,, ,� 4-1'r�•1Ga 10-113n '•;� '�'r,_7',:.t ,_'>t h•1fr+••SOS 1t)'•12�444 � I�I 41 ''L1 .rr•-14"-Srid c' int' rj �' �+ /rI 1,,..... .�'� �-14� sM�i9 v,`L,'4„.!t y/1 •{- N>F - ,,.., tJY�r•J.:�J '.i�1.. i1;1••"i�,��};[J3•..ir1.4��CjC.:3,q::J,Lj7115J1tpy47JL)11. Si/i7, I�S� ,• C-15 —r .,•�'.;—w sl...."... +6gn•� au... c.uo� �^ :.7(,.. ''.h �a 1,"v �', , U".A.i —6 v µ• W ++^li Jry°"1i^L 93r{�i 161,'L. 9),C6 CPL. UCT191 rl3 !il{� 6 �1;° w j,.Y'� "�\✓' �'�. -�.._."T��'�i1'Y�' 1 �{'•.,�..'i:Ga',�'ruW:„'+"(�,wY lfii��`�7Y,-�,�� .5.� �'. l.+'�`� - u.isU:TL�7..+1f�4e1d.,i:7Gnv.:..f:-aii�r��"-.�•'>.u•f:.i-:i-�-.:;y«1�k. l �� . 7 1I I1 J 2 id r4.v-+_�Wdl'X111'VIYp��.,/+�1�'y,9�V1��i.cMj•!-••I • 1.+..._...wr...o..�a.—•.aa. v •�..�.rsw•�--1(/IiM.•.,wv---”—"u �'�p'� 23-0 31-7•-12 37-7- 41.3-6Z!71 +:8-0 'ELI I'£�;;��;-.��..t� Ili�'�;t��:��, �3��y :X71��v�y�'Q�(� 1 R. HL, TO PH' _:27-11-7 5 is a&bifp,�l\ �f��`( e11•l��klS • � .� �.Y88:12-<1IJ-7 MGH ��(r% GHT.'�fl' 1—i .. :..J W&J:,t tII 144':":: Lg M W 16'QWou30 logo=;=ft 0:rx tti C' '0>q:�fiG7SP•C.,7'c L•"¢-C�'sKC:.�E7.T•C�.^..Y•:CG>•r= �� )X_1 pen MAX STREISES MINIMUM GR11.DP'� OF LUMBER TOIL - L 0 �Q 1 TOY CHORDt 2* No . 1&Str GR DF—L 2, 1 BOTT14-(� 1 F1O CHORD=2"4 No. 1&13tr Gly Ds-LJ "VT d 14 DEFL. . 4�0 . .ht < L/360 WEBS s2*4 STANDkRD GR DF•-L I '.:..._Wulootm W: =L. "WWMaY�at:`a0 t3SL'�J tSf G'^.•.yf��'=�cfJC��tzCCrLY s'�4,'Cm�C::�aS TII:^i'7_'��L�Offii!S I'NQ, i LU`1481. 15 9LATE C 1 . 15 fiar`COFGMEri24 . 0 in, o. c , :''i!;'.l Y IVE STR14SES SL ,to! MIJJ'JIH Ftp 0.27 IN. 10RII0ITAL 0I4PLAUKHT AT ONE MR160 ' 7-15 TO BE �*� go.1&8tr GR DF-L � 7--14 'vo 1317 * a' D R DF-L f -4; S-tj} 6.19 6,ur,-eb in 1/2 FGINTO As 2IM14 A30VT VACVi oJ. 'I,:; r0IN70 'tt 61:,;itll ra:'1)Vii ,.,IIGk 144 CO IILUdi "3RACINI AT 6017(61 CHOPiy WT tXCLVDI►w '101 O.C. 01'En DaveFtiV 60TTON 0,'WI0 $rt AS WiERC (FICINS IS !:3T A''P%IGD. :1).1.. 1X4 t+r .3 Ccr1t.tlruolrt2 =)n.w/2-8d naile,or T••broca of t,4-. sit* rn,d Uredo w w.b ennn, to narrow face w/'ICd n•.ils G in. o.:. "',Y 14id2UFACTVAO K,0 AITM A 1.66 01t0 A ORI:"•(;IZFD OTIsLr MCEPT AS 91i1IM) t.. I_Wl FACA OF JOINT, 0Yv1 iuTT11CALLY(jXCEPT A$ M11FGARS DITO I+U3 0ESION 9PEi:5, 1't11'^ FAUAICATItx1 ULY.MUA Pki '1 IENT Alm TEI1POrA0 Ei'JURI I(UNICII 13 ALWAM tEU)MOULT BUG A�,r:!1TECT 07, La41NE A. • .rw• -�L'r1.:ai1(n'lu.;, - y,4„'�2�- ,,.r,u.auy�:t:[yv,•'i.y'" ...rfvnv». _. n._.ywe,_ iL.h`- r,�0.•nY: r,Yi'.. rlfk yy �v .1i7•. .�� , 1 ,: •, n� L /,t` �r�l. ,u:'.:.;;au cst.sA.N;;dG�iClI' {',Z1P`yy.�,,�•,cac�:� /}2�'� 1 �s.�� .,.��u�r ..;_k�� 1 r I m1� c't 1s`k. y n3 4 2•f xi.'\��13 v e�J( „`T f f l„'��"'q"V L,,• n 1 O 00-h �. �. g 0 J.e�v7 t. +J•�Z �,� D i ».��'f•. I�'t11rr��V ' a^ 1,�1 e 1. i'tSwOIItiI!2tt► s '?''`:t.Jkl E [[ it a BU t; rich .1.4 3:44/1x, r�'k• w1.i�,.:b5:»4T wt:.:meB ti'9lv to K:t t.1 DJ:J .:lJ Cr'h't6:li?I::.�::3::I k31:.7L':.k:�>n16a f:1 tiiWtil 4i V1Lt4:CdfN L74'J=;A W UtatJ%l rJ16S: Gri 71.11 C1ii rtY s;OWtr E,�Ci C7:.d(::'S 1�3 �••� �s rAD .7TTf„'l CiiOitU ',l iACTt("l 9JXf< ws �z r 1p^1'i� 3319 -15L•LSti .) '' �,SL 11-11� $50 5•-1c 442 9-U- 05 103-2163 5.110 9U7 1Z-13m 4?'74 5-15 -593 r -40 15-164 !:U16 5-14■ 1114 t{ , 3;19 6-1.«'a- 1709 I Lr.t %-13d-974 i` qi�' 1` U-13u-716 .: 1�� $�r1 wv17 ,.-..�:�">�►1"`"..°rJ2at;>v �, +.>v y.*•.;j?t•y�rti Ls1 UG Spy,, GPL-OCT 19 W113 I WIG 4lt9 3lek". 7 �,)t�'r�}Za i��;.+ J ..tt "� ES...�t�•�.if"�;' { v, f 't awe' .:<:�,:.,�•��.-.1 s,:..s�r7+; �, -:J'.as7.:::tS:i::SW'i: �r «u.:.,,.,.:ar:tvTi1�•7+i:Di.YS ra rs2S �.:W �,`�'��11 3..`s}. �. .,. ((gypp /I v.J{0.�J !..L is�[•,J �rlY�.7 ��r�r��•� (1/ 1110,/ iirt'�ifK.7• 1f ry 31 t x �.iY'-•f.-Mc t'�•'j4..Y'�'•'r 4�tl O.�Y�` .{ �CTC._"i •u++eW�...�..Wn-'��-MI�..IRl.rwY+`N�".T.4Ii�Wl�Cdi.�Nd� L7L"•.1Ri.C1�K`y al,V•1.2SP11•'�1{•T•.t.•��••��(;.,�'f•Fft:,R7kJ f'� I'6L��IyyYid,i+�y1J�i�1e`S9a�tYrS7 'r"'1�t�17�•�7 d�TarCy fi91�� IF�`��'raU��i)3l'ti?�I, �1 ;1 : ;-si-I.z1'�7.lJ�."TJ RISE:V-10-7 KICIl1 'jLgJ�1"j,a�+9('o'ilJ ss��[t•,.'��'�..�[) _...1.::um:xt�+rtse�rssnrm��.c,wmc_wutial2sfcana�:ee��-_rcat�s��r©nraat®s��r�r:Rsgt C=^t:=::i�ru:�:•2:.�•t:;:��tt�al��x acs^_� 1'''CI; " ('.''3F' MAX ST FSSE's M1141MIJM GILNDE OF LU*T.FEt� 1� ''��qqP �a ((J�'�� TOP CHORD:2*4 1Jr?. J r b t r CR OF 2 / TO p �tl0. BOT CHORD#2' 4 1,10. 1&Btr GIS. DF'-L 10 DEF 3 0 .40 < L/360 WEBS t 7 4 JT .IdDARD GP, DF'-L • _.�.arnsr�a:x.-�Y tv t..s.I ra et t6Y@R:G'CC�Fvvv n.ar±fa vir�Mtq 4J�RlL'C2-.C�:L'_��S'-Z'4C��►•'�-••«•=•••:d:J'S 5i 1T:1'':C']'::��:�::-'�='-w T14C. i LUJW 1 1.5 PLATE I . 15 SPACING .24 .0 ill,, 0. �7ITIVE STRESSE� vHI:D NO. OF HEMBEAS a 1 J:;iri'Ibit RA 0.10 IN. IrMIMITAL blIPLACEFF1IT AT ONE OEI,Alllr 14 TO BE 2* No. l&Btr GR D£-I� 3 TO BE 2*4 STUD GR DF- L -1.10 9-14 L"++'.=EJ af. 1/2 POINTS At sIK!',%1 PAY)wc 1-1+ 6RACtn !:t 1/3 Fd1NTS AR AH(Y:OI AZOViI )M1 24 CONTIM).')US UlACII9 AT WITToH CHORD JiOT EXCE901119 10' O.C. OYEA DROPPED WiTrO'ri C ID AREAS MEZE CEIl.JJ:G In t!)T 10FL1':0i. :u,-.w 1x4 or 223 ctot.Cr&ainp aa:n.sr/2-R•:I nnlLa,or T-brace v4 cwr:a flits rM greJe as tab vcxo. to narrow fzc_ v/10d nailn 6 in. 0.t. 1:11Viw:'1-1b1,1'T MlIMFACVPF D FPO AMI A 1.46 Csilb A O),LVAiI►IeD 9TLEL(!(CEPT A9 $i 1':;1 ! t:'J$T Cd IIi31'ALLlth oil ('RiH FACE OF ,JOINT, IYhMIAICALLY(G,CEPT AS t4i W)HIM.I CONPO1M4 WITH KJ8 G:31VI 2PM, .4610 It FCA TALI1,4' FA ,ZICATIal (1t LY.KA PEMAH61T A):) Tii;ir0i>AO !: ACI(:7(ltfll GSl 19 ALUAYr' R:�L7)C0357JLT 41-143 s•RC111T.r,•CT 01 VAiht•A, w .. r ,"IA' F br •M KAU- r ' ....:i..�:..1.i.:i.a�.rw:W..^..'s.'0W�l„•2'_ ..-tAt., ,�; ..+.,,.--r};l`lK��l `i .'� .tma i. `�..;�Alf1.W.?pt'yr r., f•;;tr.�->. !.aN;♦ OCT 21 193 lot 13 FROM MITEK INDUSTRIES TO 5036EE'115 ' � tiCCei. )�C-)J CC : ;? A> > > >U>C. J� ViJi17 ;lWFi- -UIr6,ul Cmo mss Wed OcL 20 13 53 1 993 a ec t ;',�: o TrusS XD : SE15 F m13 .., Quantityv 1 9 . an -�2 2 Top Pitch 6 . /12 t ......._—:��_.--._.-�—...:-.��S7C S1M�(�-J u:a�sriiO l�OfGC.«-�-[71St LI fa®�•.::�...—_—__��C^a�7L'==Cf19070;='1!¢C=��o3L" U�^,isb irOfiW 000 L+ECt3 Rc,:C'r;U1s - SIZE APPROVED FOR MITER I1,[JSTRIES IAC. t•2d.452 7•Bn 551 3-1=-563 1�-10u2. 5.r0 ''+ 2-3. 0 F1.9r-89 3-10=-61 7--659 F1.SO 9-10. 160 4-10rr 272 9n-1790 5.50 !:. 271 10.1,. 280 4-9--U6 r,24 5-9.,-1342o -7 -621 5-8r 7133 �,. •' : � UiJitD SPLICco.5-6 �1(G I' til GDRD SPLICES.9-10wy 'iY". + n r`. '3-n 7•-Q-� L,L� —__,I 7..-��.a3-l..i.,-..-..�_�R�..�•L..-.,-.�,. ��"��`.a�:s�'t;� I— `�5-0- 3 � 8-t-13 0-t-13 8-t-13 B-J-•� `"�`� r 4X1 lei 3x4 ��. `�. 3x4 10 t 3X4 3::5 3Rd _27-14-2.—� s1 2 .� .� } 8-3-5 tt-�-tt B-1-2 10-3-14 ITL TO PK 14 R. HL TO PK : 27-11-7 .-L-T HE'IGH`1': 6-3-7 SPAN: 38-2 RISE: 12-10-7 RIGHT HEIGHT70-4-7 ."ING (PSE'') MAX STRESSES MINIMUM GRA Eqq OF L�t MB R L 7 BOTT 1 '1=81H DOT CHORD:2*4 NO. 1 &Btr GR DF-Ltiokr 2 10 DEFL.@ =0 . 02 < I./240 �4EBS ;l*4 STANDARD GR D)!-L .-,nuutluv,rau¢u:aafsnr.uoamonmws��a�A�+astuCranola��a--===__====�s�—_rl�nms-s=a-«'n'^;`::ra��^^sttt� :ITR.INC. : LUMS - 1 . 15 PLATE - 1 , 15 SPACING : 24. 0 in. o. (r . ri;C :1'ITIVE' STRESSES USED NO. OTT M!i MRFRS = 1 -It :•10t t-1Ut !,-4t 8 8 tL2 Ctb "!t 1/2 Dbittr9 ,1S S} SI ArOVL 4-9 BRACE0 r,: 1/3 POINTS AS SM44 ABOVE tl'-i 1x4 or, 2:43 G.1+:,.Orecinp cann.w/2-&I n;rils.,or T-LY-Lc, cP rart:a clto arui ;jrt+cl:r " imb oam. to r4r:•4�,+ r,,:,r rr/tai n^.11: irt. o.c LFf ClEi!}!.:.':+ ?lif;t� 5a1P"{r17 Q,'; LEVF,L 11SMP!; lc:!' r+1E MITEI !%u}0-1F3,1 7 14.i AC1ufiED Ft,iC)-t ASTti A 4.36 CM A GALVANIZED STEEL(C4EPT A9 SI-X"l) n LE F "�1 62 I}'STALLEU C41 CAQ34 FACE OF JOINT, S1?KIUCALLY(EXCEFrT A5 (*NFCR`r-3 WITH NDS MSIGt SPECS, U�-IC^uO.TPI-81 # Gi.SIE4 IS FCX TRtJS3 FABRICATION ONLY.FOR PEFUtAHENT AND TEKP0PV.7Y 1:.41'wI1,a(UHIG1 IS AUV-i REQD)CX7!S'TLT OLC3 I,1041TECT OR r. E' ► 4x. ; < < (A.C. U. S Vor.5 F) . 0> ) / / �1JY rr/ sY VL1r YL {y6C171 baa :c_u�.a ru.,w � � � y, L: ►Yn. er ir- y r ��Gn111' I991rY�,�.�- _U;I't7'6 Tuo Oct 19 0 • 1 . 5? 1913 u ),act /!. 3�b2 Truss ID R15 Family /r' . 109 Quantity . 8 Top Pitch . 6. 712 . .....-— J J W W r u m m.y tC•- --'-. .i _...a.•..ra W 6:.^.l:9.0 -w tl A.-•d,.n G Cl a s a�n`s�t.�_•,�_�._.� +! WMA W)10 1;c D1 REACrmtS - 511.E APPROVED FOR MITEK INXISTRIES INC. 7-8► SS1 2-1•+-5v3 In-1062 5.50 1 8-9+ 89 3-10--fit 7--G59 5.50 9-10. 10 4-10. 272 9-1790 5.50 11 10-1. 7.30 4-4r-066 •tI 5 5.9•..8.12 703 i y SPL ICES:5-6-3Y6: O ! IV i ::,,rig?D SPl_ICFS:5-10=3x61 � 1 �q�' b . 3t1-2 ' 9-0-3 B-1-13 8-1-1J 8-1-1J —' 8-8-5 +( I� 4x4 OCr 19. SOti. + �� 3x4 �.� 3X4 o�•F �';�' 1);4 1X: rq p 0 t 3X4 3X5 3`t.1 3X5 I- 3-5 ._...-....-..1_. 8-3-5 11-5-11 B-t-Z 10-3-1d _ . t. . HL TO I'K: 14_a-10 R, HL TO PK : 27'-11--7 L.-- T HEIGHT: 6-3-7 SPAN: 38-2 RISE: 12-10-7 RIGHT HFTGH'T: 0-4-7 - J C n=____ ... a a v m u C moon�!V= LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER�rY 5L D TSP 4-5- ppO. 6 TDP CHORD: 2*4 No. I &)3tr GR DF'-L 2 c7 10 DEFL. @�=O. Ol4 L/240 WEBS STANDARD GR rlr;-L �' ....•.�.eannc.ca7r+sxs-==r_=-vxsnoonn�wurneerie=======oaa,anuusnany�as===-er_=-==---:cca:a.eec TR, INC. : LUMB 1 . 15 FOLATE = 1 . 15 SPACING : 24. 0 in. D. c . ;c_; 'ETITIVE S7'R SSSS USED NO. OF MEMBERS = 1 �,gii 3-11 3.101 4-101 S-91 5-8 BRACED at 1/2 POINTS AS SHOWN ABOVE wEO 4.9 BRACED at 1/3 POINTS AS SHOWN ADOVF. - t't.:aQ;a 1x4 or- 2.3 Canf,BraciN oonn.w/2-8d nalls,or T-brace of same size end grade as wob conn. to nar•r•ow fA-u w/10d nails 6 1n. o.c :',E, LEFT CIVERHANG REQUIRES SUPPORT OR LEVEL RETURN ��.^TES ARE MITEK M20-186,147 PMUFACTURED FROM ASTM A 446 ORD A GALVANIZED STEEL(EXCEPT AS SHOWN) F I'Ji T Rf.. INSTALLED R4 EACH FACE OF JOINT, SYWTRICALLY(EXCEPT AS SNOM)DESIGN CI MFORMS HIT?I NDS DESIGN SIECS, U13C-ICBO,TPI-91 'ir".S •yl IS f"GN Ti:'1;S FABRICATIM DILY.FOR P[PWJ[NT AND TEII IOARY BRACIM3(1,41ICI1 IS ALWYS RFQO)CQ:ISUI,T M.M. ARC}!ITECT �R F.i4v!NEER. I 3 s' w.wMr"1M+�a<�N¢:'„�tbS'�MF'•�'� a�An, 'IIIUM4s��u:• .a 461112 ]============< < < <TECNA> > > >=== ===< < < <A.C.E.S Version 6 . 0> > > >=___________( Wed Nov 03 13 : 54 : 39 1993 Customer : KEYWAY-8-UNIT Truss ID R15A Family # 109 Project # : 41610 Quantity 2 - Top Pitch 6 . /12 -= p - - TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE- J APPROVED FOR MITEK INDUSTRIES INC. - --_ '.� 1-2--846 7-8. 527 2-11= 53.3 1--885 5.50 2-3=402 8-9=-114 3-11--297 7--645 5.50 �O F OP I+/ 3-4--391 9-10. 227 3-10--310 9=-1953 5.50 �� 4-5. 301 10-11. 503 4-10= 479fG 5-6--405 11-1. 0 4-9--1067 6-7--594 5-9--841 1 5-8. 782 6-8=-468 O N C. 16-10 25-0 41-10 __1 1 8 8 8-2 8-2 8-2 8-8 8-8 4X4 NOV 0 41993 w 3x4 3x4 i 1x4 3X4 e i 2 3X5 10 9 e a 3 3X4 3X4 x5 3x4 3x4 13-6 23 5 31-6-2 p 41-1Q ; FIL _—+ 9-11 8-1-2 10-3-14 4-0 9-6 L. HL TO PK: 18-9-13 R. HL TO PK : 27-11-7 LEFT HEIGHT: 4-5-7 SPAN: 41_10---- --RISE_12_10_7-----RIGHT HEIGHT_0-4_7 LOADING -(PS)~) - MAX STRESSES MINIMUM GRADE OF-LUMBER TOP 2-3=0.887 TOP CHORD: 2*4 No. 1 &Btr GR DF-L TOP 250 10 BOTT 10-11 =0 . 476 --BOT CHORD�2*4-_STANDARDl &Btr GR_DF=L-- BOTT DEFL. @8-0.02 < L/240 WEBS : 2*4 STANDARD GR DF-L STR INC. : LUMB = 1 . 15 PLATE- = 1 . 15 - J SPACING • 24 . 0 in. o. C . REPETITIVE STRESSES USED NO. OF MEMBERS = 1 WEB: 4-9 TO BE 2*4 No. 1 &Btr GR DF-L WEB 3-11; 3-10; 4-10; 5-9; 5-8 BRACED at 1/2 POINTS AS SHOWN ABOVE WEB 4-9 BRACED at 1/3 POINTS AS SI4M ABOVE Note:Use 1x4 or 20 Cont.8racing conn.w/2-Bd nails,or T-brace of same size and grade as web conn. to narrow face w/lOd nails 6 in. o.c PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYM4ETRICAI-LY(EXCEPI AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONI-Y.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. '9�•:�$'�ll�ddard�,wE°,�A�-v3��,i� .Yi•a jk-w:,: - 0 ==st <<<DRAWING> > > >=_________________[ 461213 ]==================< < < <TECNA> > > >=== Customer : KEYWAY=15-UNIT Wed Nov 03 16: 09 : 16 1993 , 4 Project #: 975Truss ID E5 Family # 201 Quantity 2 Top Pitch 6 . /12 ° VOTES: 1 -Gable studs spaced at 24 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail 3 -Continuous bearing provided along entire bottom chord 4 -Provide 1X4 plates at each end of gable stud unless o d 1-8 - - i , S� ALS i EXPIRES G-03-94 , Nov 0 41993 3X4 3 3X4 7- 7- L. HL TO PX:8-2-6 LEFT HEIGHT:0-4-7 SPAM:7-4 RISE:4-8-7 RIGHT HEIGHT:4-0-7 GOADING (PSF) -MAX STRESSES - MINIMUM GRADE OF LUMBER - L D TOP CHORD: 2*4 No. 1&Btr GR DF-L 'OP 25 7 BOT CHORD: 2*4 No. 1&Btr GR DF-L �J IOTT 0 10 DEFL. < L/240 WEBS : 2*4 STANDARD GR DF-L 1 iTR. INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING 24. 0 in. o. c . tEPETITIVE STRESSES USED NO. OF MEMBERS = 1 LATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) LATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICB0,TPI-91 NIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. J 5 r e y. r F a 1 t =< < < <A.C. E. S Version 6. 0> > > >=___________ ( 448583 1 =====______= < < < <TECNA> > ) >=_= Customer : KEYWAY-8-UNIT6 Tue Oct 19 09 : 38 : 45 1993 Project # : 926 Truss ID R5A Family N 20$ Span 5-4 Quantity 4 Top Pitch 6 . / 12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC, 1-2. 0 3-1= 0 1-292 5.50 2-3=-159 3=-208 5.50 per + �A 1-0 5-4 0 b 5-4 C' i OCT 19 1993 CONN, 3X4 1 3 5-4 ---I 5-4 L. HL TO PK: 5-11 -9 LEFT HEIGHT: O-4-7 SPAN: 5-4 RISE: 3-0-7 RIGHT HEIGHT: 3-0-7 LOADING ( PSE) MAX S'T'RESSES MINIMUM GRADE OF LUMBER L DTOP 1 -2=0 . 344 TOP CHORD: 2*4 No. 1 &Btr GR DF-L TOP 25 7 BOTT 3--1 =0 . 107 BOT CHORD: 2*4 No. 1 &Btr GR DF-L BOTT 0 10 DEFL. < L/24O WEBS : 2*4 STANDARD GR DF-L STR INC. LUMB = 1 . 15 PLATE = 1 . 15 SPACING 24 . 0 in , o c --- REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMEiRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC—ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. a pop OpIppw li INIJV 104 '93 141 1J I-KUM I'll I tK 1 N'JU`a I K 1 t!- IU t)wJbb881 15 PAGE•025 ..*(( ((A.C•E.S Version 6 0> > > >========aMwft[ 461230 rrc===== < ( < < ECNA> > > >==:a Projectr#: KEYWAY.-g-UNI '6 Truss ID : R5 Wed 03 1: 16: 25 1993 Span 7-4 Quantity : 6 Top Pith 6912. ��trla==ee=xanANNt�aa=.:=e=====xsrrr,r======nrraranefrca===c==aar�eaom�-=--•e=esa__-sa TOP CHORD BOTTOM CHDRO kSBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. '! 1-?.+ 0 3-1. 0 1--380 5.50 2-3.-225 3:-296 1.40 11-0 y 7-4 EXpIrds . 3, w ENG. APPLICABLE FOR TRUSSES W I SHORTER SPAN 2 NOV 0 4 199 �y I 3x4 , 3 7-4 -' HL TO PK;0_4_6 EFT HEIGHT: SIAN:7-4 RISE: 3-11-7 RIGHT HEIGHT: 4-0-3 rrrararrrraarrexas==^==__ ___==--=a�xsa rrar YrrRtc.arrrrr=rssrrerasrzazea^====_ -_ -_-_ OADING (PSF1 M ►X STRESSES MINIMUM GRARI OF LUMB R L DD T©P 1- �Q. 73 T8P CHORD• 2 4 No. 1&B r GR DF-L OP 2S 7 BOT 3- :8 10 B T CHORD:2*4 No. 18H r OR DF-L OTT 0 10 DEFL. < L/240 - WEBS : 2*4 STANDARD OR DF—L r�rrrarrarrarrrrarrsrrrs�rr�a-=_-=_=====-r-==amaarasarsrsrrrasrswraries3n=a===s== TR INC. : LUMB = 1 . 15 PLATE 1 . 15 SPACING : 24. 0 in o. c. EP*TITIVE STRESSES USED NO. OF MEMBERS = RTES ARE MfM M20-186,147 MANUFACTURED FROM ASTM A 446 ORD A GALVANIZED STEEL(EXCEPT AS SCHIN) ATE MUST 8E INSTALLED ON EACH FACE OF JOINT, SYMIETRICALLY(MV17 AS 904N)DESIGN CONFORMS WITH ND$ DESIGN SPECS, U8C-IC8O,TPI-91 IIB DESIGN IS PDR TM= FABRICATION OMLY." PERMANENT AND TEMPORARY BRACINC(WHICH IS ALWAYS REQD)WMLT BLDG ARCHITECT OR FMINEER. i f. Tt ,. j 461211 Customer KEYWAY-15-UNIT Project #: 10-3-4 Truss ID E6 Wed Nov 03 16:08: 40 1993 Span 10- Family # : 201 Quantity ntity 2 Top Patch 6. /12 • NOTES: -1 -Gable studs spaced at 24 inches o c. 2 -Brace vertical studs in accordance with standard gable-end detail 3 -Continuous bearing provided along entire bottom chord 4 -Provide 1X4 plates at each end of gable stud unless othe 10-�-a ` W 3-1-16 -~ M T� 3x4 L1 2 EXPIAES 5.0 3x4 NOV 0 41993 10-3-4 10-3-4 L. HL TO PH:11-5-13 j Uri HEIGHT:8-4-7 SPAM:10-3-4 RISE:5-6-1 RIGHT HEIGHT:5-6-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OFLUMBERI TOPL D TOP CHORD: 2*4 No. 1&Btr CR DF-L 5 7 BOTT 20 10 DEFL. @0=0. 00 < L/240 WEBS----- : 2*4--STANDARD-GR-DF_L BOT CHORD: 2 4 No. 1&Btr GR DF-L STR. INC. : LUMB = 1 , 15 PLATE = 1 . 15 SPACING 24. 0- -. o. c------'___ REPETITIVE STRESSES USED in, o. c. N0. OF MEMBERS = 1 PLATES ARE MITEK M20-186,147 MANUFACTURED FP.CXi ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATENSTLLED THISDESIGNBISIFORATRUSSOFABRICATION ONLYOFOR'PERMANENT ANDYTEMPORARYSBRASi )(WHICH IISSNALLWAAYYSWREQD)CONSULT BLDGEARCHITTEECTCORITH NDS DESIGN SPCS, •ENGINEER. i __•««A.C.E.S Version 6.0> > > >=__-========[ 461212 ]============< (< <TECNA> > > >=== Customer KEYWAY-15-UNIT Wed Nov 03 16:09 :00 1993 Project #: 975 Truss ID R6 Family # 20 Span 10-3-4 Quantity 6 --------Top-Pitch 6 . )12 TOP CHORD BOTTOM CHORD - WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2--338 4-1. 298 2-4--337 1--500 5.50 2-3. 0 4-416 5.50 3-4--160 C. q/ 1-0 10-3 4 ' I 5-1-10 I 5-1-10 ' NAL E-0-IRE I•03.41, IX4 ' NOV 0 41993 i IX4 6 3x4 s r. { Y: 10-3-4 4X6 ' 10-3-4 L. HL TO PK: 11-5-13 LEFT HEIGHT: 0-4-7 SPAN: 10-3-4 RISE: 5-6-1 .2IGHT 11EIGHT: 5-6-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER - - L D TOP 1-2=0.286 TOP CHORD: 2*4 No. 1&Btr GR DF-L TOP 25 7 BOTT 4-1 =0. 467 BOT CHORD: 2*4 No. 1&Btr GR DF-L BOTT 0 10 DEFL.@0=0. 00 < L;240 WEBS : 2*4 STANDARD GR DF-L STR. INC. : LUMB-= 1 . 15 PLATE = 1 . 15 SPACING • 24. 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYIMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERIMENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. I ib Job 7ruu Trues Type — Qtr Plr e 975 Lx PLCX')R 1 1 TECN11 ]NDODTRIES 2.011 a MlTek Indwtrlu, Ins. Wed Nov 70 I):13:)P 1�oT Page 1 13 u u 13 0 0 ----T_— 13-0-0 6.00017 --26-0.0 Heel to Peek: 11-L-7 pty: 1 Span: 26-0-0 Slope: 0,00/11 Loading: 25-10-0-10 Spacing: 24.0 o.c. Weight: U Ilbe1 i...(Sq.Cis 1.90) . PIECE: D1 PIECE: 'JT3, StT-S- 90.U �-- (I) 2�t�4 16.6 �(21 2 x 0 1 90, No.I OF 63.4 std DF 01.:]1-0-0 cL:13-B-0 I,S:11-0-0 OL:3-11-7 CL:3-10-9 LS:3-I1-7 PIECE: T1. T2 PIECE: 972, STI 12) 2 X 4 (2) 2 X 1 90,0 26.8 1�ni1 bF G3.1 63.1 `Std DE" 13-10-9 CL:)3-6-3 LS:13-10-9 __.. oL:4-11-7 CL:1-10-9 9: -11-7 90,0 •,\11) ) x1 ReC1 lit' jf L 26.6 �L UL:12-0-0 01.:11-H-S LS:IZ-0-0 ...._ ...ct�i MEP9 rt>1•••(Sq.cut•9U) PIECD: W15, W16.... . -90.0 -2 'X G 63 4 Tot- he Aoijails /I V� �. PI.:5-10-9 CL:5-9-3 I.s:5-10-9 e••tt<t MFRS (4q.Cat90) PIECE: ST6. ST13 OCS !2) �rU�l v` / ►✓ S �; `lr / i�' 9 0 0 (J M \17! 2 x 1 1 41d uF 11 ��// // / / 63.1 ewl Fr W.� �s t.7" ' / ! (( /' I Pf OL:0-11-7 CL:O-10�9�LS:0.11-'1 - - - _ PIECE: DYE. Fi110 - ' 90.G 63.4 ntd OF I Aq/ Cx t5rgt7 �5Aso v ! U1 :1-11-7 CL:I_•10-9 L^:1-11.7 PIECE: SN. StTY_._--•-__— ..__...._ ,,��rr �/ ()) 2 X / .I 90.0 f/J� 51he �� /V �r_� i.-'Y L} O c, \ Sid OF 04_2•Il-7 CL_2-10.9 ,1,44:7-11.-7. Me /0 lh�d on �lll /1�lJl�S J f f r { ► rws 41,-Scv� all olow" wr .Iyv kr41� 01 :Ir �x j� r V, ( U: �rt:'i ID u. 4, Q� 4, ( f, 'x f• Cr 4 rR^I,.c ''.Yw,l.,..`;�e�:" ,�3::X anv un � 'y j1 a a, MINI 4,-rfNww..: [ 001605 J=====__=====zs=:e=««TECNA>>>x= Cus omer KEYWAY-I5-UNIT -. Wed Nov 03 14:58:46 199 Pro ect N: 975 Tess ID : FW5 Family 1 : 108 Span 33-10 Quantity : 1 Tnv Pitch : 6./12 NOTES: 1 -Gable stud s aced at 16 inches o.c. 2 -Brace vert capl studs in accordance with standard Table end detail 3 -Continuous bearing provided along entire bottom chord 4 -Provide 1X4 plates at each end of gable stud unless otherwise noted Fl— 6_2-11 ll—it—S , 17-8 123-4-11 ^8 � —6 33-10 ,2—s- 6— —11 -s-6-2-11 3-8-11 3-8-11 5-8-11 S-1—S 3-4 3X6 SPL. 3X6 SPL. , 4x4 4 3 _ 3 2 6 � 3X4 3X3 7 1 12 11 10 9 6 3X3 3X6 SPL. 9-1 17 8 26-3 28-6 , 33-10 , 9-1 8/ 8-7 2 3 S-4 L. HL TO PH:19-9 R. HL TO PK :18-8-14 LEFT HEIGHT:8-4-7 SPAN 33-19 HISE 9-2-7 RIGHT HEIGHT 1-1-7 LOADING (PSF MAXSTRESSESMINIMUM GRADE OF LUMBER L TOP Cii0RD: 2*4 No. l&Btr GR DF-L TOP 25 7 BOT CH0RD:2*4 No. l&Btr GR DF-L 1 BOTT 0 10 DEFL.@0-0 .00 < L/240 WEBS :2*4 STANDARD GR DF-L ___ ____________ STR.INC. : LUMB = 1 . 15 -PLATE = 1 . 15 - SPACING : 24 .0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE M17EK M20-186,147 MANUFACTURED FROM ASTM A 446 GRO A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEI i' is f> s : i ' •••««RAWING»»aQ6CCa [ 001598 ] .LC===3==C==�: G-==______________«<QECNA»>X= I Customer : KEYWAY-I5-UNIT WedNov 03 14:58:06 199 Project #: 975 Truss ID : FW4 Family # 104 Span 31-4 Quantity 1 Top Pitch 6 12 ! NOTES: 1 -Gable-studq spaced at-16 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail 3 -Continuous bearing provided along entire bottom chord 4 -Provide 1X4 plates at each end of gable stud unless otherwise noted - 31-4 1 15-0 � 23-3 , 8-1 7-7 7-7 8-1 4X4 3 i d 4 3X3 3X5 1 5 7 6 3X6 SIPL. 10-7-5 28-8-11 31-4 J �- 10-7-5 + 18-1-5 10-7-5 L. HL TO PX:17--6-3 R. HL TO PX :17-6-3 LEFT HEIGHT:8-4-7 SPAN:31-4 RISE:8-2-7 RIGHT HEIGHT:8-4-7 LOADING (PSF1 MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD:2*4 No.l&Btr GR DF-L TOP 25 7 BOT CHORD:2*4 No. l&Btr GR DF-L BOTT 0 10 DEFL.@0=0 .00 < L/240 WEBS :2*4 STANDARD GR DF-L STR.INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING : 24 .0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE M1TEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, S(MMFTRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONI.Y.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINE[ I I , � I i r s ==x( (< <A.C.E.S Version 6.0)) ))------ww==--[ 450023 l-wwwwwrw--ra5 ( ( < E (N > > > >-r= I Customer , KEYWAY-I5-UNIT Wed Apccyt l0 1 9 : 07 1993 Project M. 3154 Quantity 20 ToopiPitch 6 �12 arwc======-ww+saws=====-------r-wwswa-=_______________=:sassxa�m-w-=-wma========3s• TOP FIORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. I 1-2■-2035 5-6. 1804 2-7-408 1--1297 5.50 2-3■-1777 6-7- 1236 3-7- 666 5■-1381 5.50 3-4--1777 7-1. 1804 3-6. 556 D pit 4-5--2035 4-6.-408 H BOTT CHORD SPLICES:6-1 X6: 1 � !!-1 7- 7-7 0-1 04 } OCT 21693 1X4 10 = 4 i 4X4 4X6 1 s 7 � 3X4 3x4 10-7-5 1O-1-3 10-7-5 L, HL TO PK: 17--6-3 R. HL TO PK : 17-6-3 LEFT HEIGHT:0-4-7 SPAN:31-4 RISE:8-2-7 RIGHT HEIOHT:0-4-7 g-,�-wEww-awraw=====_______ LOADING (PSF) MAX ST�tEJS_EES7554 TOPICHORD 2 4 OF' LYMSEtR TOP 288 7 TOP 0.784 7-1=0. 7A3 SOT CHORDi *44 NO J &D r GR DF-L BOTT 0 10 DEFL.@7=0.0 < L/240 WEBS *4 STANDARD OR DF-L ■w--aa====a-w---�==a--www--===Haws- STRINC, : LUMB w 1 . 15 PLATE = 1 . 15 SPACING 24.0 in o. c. RERTITIVE STRESSES USED NO. OF MEMBERS - PLATES ARE MITEK M2O-186,147 MANUFACTURED FROM ASTM A 446 OW A GALVANIZED STEEL(DXCEPT AS SHOW11) PLATE MUST BE INSTALLED ON EAClM FACE OF JOINT, SYMIETRICALLY(E)CEPT AS UWK)DESIIIN CONFOMIS WITH NDS DESIO1 WCS, U9C-IC80,TPZ-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.ROR PERMANENT AND TEMPDRARY BMINO(WHICH IS ALWAYS RM)CONSILT &M ARCHITECT OR ENGINEER. I C 4 t _--«<<A.C.E.S Version 6. 0> > > >====----====( 461217 ]======___=_=< < ( <TECNA> > > >=== Customer : KEYWAY--;15-UNIT Wed Nov 03 16. 10: 41 1993 Project #: 975 Truss ID R20A Family . 10 Span : 31-4 Quantity 1 Top Pitch . 6 . /12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2■-2035 5-6. 1804 2-7--408 1--1297 5.50 2-3■-1777 6-7. 1236 3-7. 656 5=-1381 5.50 4� 34■-1777 7-1. 1804 3-6. 656 V v+C. 4-5--2035 4-6--408 d )TT CHORD SPLICF.S:6-7.3X6; 8 �1GNAL � EXF4 5.03.94 B-1 iS-8 23-3 31 7-7 7-7 8-1 4X4 NOV 0 419913 3 1x4 1x4 4x6 4x6 � s 4 1 � � i 3X4 3X4 10-•7-5 + 20-9-11 f 31-4 10-7-5 10-1-5 10-7-5 HL TO PK: 17-6-.3 R. HL TO PK : 17-.6--3 EFT HEIGHT: 0-4-7 SPAN: 31-4 RISE:8-2-7 RIGHT HEIGHT: 0-4-7 OADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER , L D TOP 1-2=0.754 TOP CHORD: 2*4 No. 1&Btr GR DF-L OP 25 7 BOTT 7-1 =0. 703 BOT CHORD: 2*4 No. 1&Btr GR DF-L OTT 0 10 DEFL.@7-0 . 09 < L/240 WEBS : 2*4 STANDARD GR DF-L ` i;71N=C. : =LOMB = 1 . 1 5 PLATE = =1 =1 5 SPACING=T==2=4 . 0=in. o. c . t EPETITIVE STRESSES USED NO. OF MEMBERS = 1 ATES ARE MITEK M20--186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) ATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 IS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. r F , i. ---=< < < <A.C.E.S Version 6.0) > >>--son—ft—==[ 450024 ]-wwwwwwwwwaw< CCC Customer : KEYWAY--I5-UNIT Wed Oct 20 1 : 91993 Prosiect #: g75 Truss ID : R21 Family # al Spag 31-•4 Quantity : S Tof pitch : ?Pjci37 . S%?7. I 8-9 3. 08/12, -wrrwwwwwwwws=====wwwwwwwwwwwwwww.,wwwwwwwrwwwwwwwwawww=aa=�===_==�_-rww-wrwwwws= TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-20-2109 6-7- 2045 2-10■ 163 1.-1381 6.80 2-3■-1418 7-8. 2089 2-9■-672 6--1297 5.80 3-4■-1418 8-9. 2685 3-9■ 821 4-5--2907 9-10. 1869 4-9w-1692 5-6.-2386 10-1- 1869 4-8- 1271 $-8- 357 5-7--330 PLATE OFFSETS (X.LENT,Y-TOP)i[J4-2,1.5J,[j7-3,2).[j9-4.5,2.9], t r 31-401t w w i -10 7-10 -1-12 7-6-12 1.11- 4x6 OCT 2 1 3 , 3x6 3X4 3X4 4x6 4X6 1X4 sxio 4lti �x6 ~— 10 7-10 -1-17-4-12 -1- S L. HL TO PK:1?-6-3 NTERNAL RISR:1-6-14 R. HL TO PK : 17-6�-3 LEFT HEIGHT:0-4-7 SPAN: 1-4 RISE! -2-7 RIGHT HEIGHT:0-4-1 swww. rswwws=== wwwwwwwwwwalwwwwwwwwwA*�wwwwwwwwwwwwwwwwwwwwwwwww>.ww�wwwwwww.on LOADII;3 (PSE) MAS STRESSES MINIMUM GRADE OF LgM9RR L 7D TOP 1-2-TT 0.773 TOP CHORD: * N0. 1&0 r GR DF-L HOTT 20 10 DEFL.08=0.165< L/u,10 BOT CHORD: SSTANDARD GRD _L GR D� L •��w�tw,w.ww-wwwwwT===========wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwws= ==:====== STR. INC. : LUMH w 1 . 15 PLATE = 1 . 15 SPACING • 24.0 in. o. a. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 y WEB 2-9, 4-9 BRACED at 1/2,POINTS AS St*m ABCvE PROVIDC 264 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDINQ 10, O.C. OVER DROPPED BOTTOM CHORD AREAS *iERE CEILING I3 NOT APPLI[D, Natetuas 1x4 or 2x3 Cont.Braoing oom.w/24M nalla,or T4wsw of rams size and grails as web aom. to norrcw faoa w/10d mall• 6 1n. 6.10 PLATES ARE MITEX M20-186,147 MANUFACTURED FROM ASTM A 446 ORD A GALVANIZED STEEL(EXCEPT AS MM) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYM"ICALLY(EX " AS SHOWN)DLSIBN CONFORMS WITH NDS'DESIQN SPECS, UBC-ICBD,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION CNLY.FOR PERMANENT NfD TEMPORARY BRACINR(WHICH IS ALIiAY'S REOD)CONA,LT BLDG ARCHITECT OR caIf=- .'n p .. :{' '. www< << <A.C.E.S Versi n 6.0> > > >=======w,-=•w[ 450025 )----w¢==flw••• t < <TE NA> > > >www " Customer KEYWAY-15-UNIT Wed pCt0 13;0: 15 1993 Project #: 975Trus ID : R22 Family # Pcial S an 29-1$ Quantity : 4 Top Pitch : 2 -Sat c t 0-5- Bot Pitch : 2 :7)12 7-8 3. 08y12, �.ww•wArwww::==awwww-.wwww¢x=====7.www wrMwwwwwwwwaasc===c==w•w�:oc=�.-coo===.c.=-=w TOP CHORD BOTTOM CHORD WEBS REACTIONS - SILE APPROVED FOR MITEK INDUSTRIES INC. 1-2--1980 6-7- 2254 2-9- 153 la-1321 5.50 2-3--1288 7-8- 2275 2-9--676 6--1447 6.50 P�p�, 3-1--1288 8-9. 1756 3-8. 705 r ,- 4-8. 0 9-1- 1759 448--1336 i, _•few 5-6--462 4-7- 1180 T 4-6.-2601 � � 4 1 PLATE OFFSETS (X■LEFT,Y-TOP)4(JA-X4,1.5],[37-3,2),(,)8.4,21, C.w� - w -10 7-10 6-1-12 6-0-4 4x4 0 C T 2 11993 a 3 sxlo 3x4 a � 1x4 06 3x� 6 1x4 5xe -' �'� (�`IF� • $ a15-8 21-2-12 22-10 3xf -10 7-10 6-1-12 8-0-4 L. HI. TO PK:17-6-3 NTERNAL RISE:1-6-14 R. HL TO PK : 15-10-1 LEFT HEIGHT:0-4-7 SPAN: 9y 10 RISE:8-2-7 RIGHT HEIGHT: 1-1-7 -----aswwwwa====wwf�.f�r.====awwwMwws=======wwwwrwsax======cwww.wwow.�walrwwwwwssa=x== LOADING L(PSF MAX STRESSES MINIMUM GRIRI OF LMB R 5 I 66 4 ((�� TOP CHORD:2 4 No. 18B r GR DF-L TOP 20 10 DEFL.�7-0. 15 L/240 WEBSCHORD * STANAARD SR DF-L R DF-L --- w•=—= w¢===awwwrrlaiw=c====aiawwwwwwwww¢===____---- ..,_ wwtc==_--wwww/� aww�w�f� -.--_.awwwwwwwwwrw STR.INC. : LUMB - 1 .15 PLATE - 1 . 15 SPACING . : 24 0 in 0. C. REPETITIVE STRESSES USED NO. OF MEMBERS • 1 WEB: 4-6 TO BE 2*4 No. 1A.Btr GR DF-L WEB 2-81 4-8 BRACED at 1/2 POINTS AS SH064M ABOVE WEB 4-6 BRACED at 1/3 POINTS AS SHOWN ABOVE PROVIDE 204 CONTINUOUS BRACING AT BOTTOM CMORO NOT MEDIW 10' O.C. OVER DROPPED BOTTOM CHDRD AREAS MERE CEILING IS NOT APPLIED. Nmm Uaa 10 or 24 Caart.8rselmo cwm.v/2-8d naila,or 'C-brwx of same t,:R and grads as web aann. to manow face w/10d mails 6 In, *.o PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GD A GM,.'IANIZED STEEL(DD.PT AS MN) ' PLATE MUST BE INSTALLED ON :AN FACE OF JOINT, SYMMETRICALLY(E10CEPT AS SHM)DESION MOAMS WITH NDS DESIGN SPECS, U06-ICS M-M THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORAiY BRACINS(WHI(H I3 ALWAYS REOD)CON&xT BLDG ARCHITECT OR P41MEER. L } _ I '�."Ilr" 1 IIaF.Je., .. Ihk7ikehiMw,t.w ., >.r.,,,.,"y"^`r +k*�rrravnmP�t�1`ir�E8�lld�w4! 4 1.u:iL/T✓1t� +1'a1,t,�l�tri^l%`'N iiY }�}'.11YM:M(�WWern,.,... Job Truss Truss Type _ Ory Ply r 975 SE22.1 ROOF TRUSS 1 1 $ TECNA - 2.018 s MITek Industries,Inc. Wed Oct 27 12:20:22 1993 Page 1 -1L alaT i Ba12 158_0__ 24-fo-o -___+ 92L4•�-I I —' "�•--------' 1.60 6-a12 9.7.4 14-20 P.60 04 D r 1X4 1X4 ' C E 6.000r12 i 1X4 4 r1 3X4 F z N co l3 1X4 G 3X4 H ro� G A P O � N M L _--�—__—�- 1 \J.- 3X4 1X4 3X4 2X4 3XdX4 2X4 3X4 2X4 i I i— 11412 11.10.12 1rr8-0 iP8-2 23-8.3 T_27-0.6 r l_IO0 8412 8-10-0 3.9.4 4.0-2 4-42 4-41 2-1.11 LOADING(psi) SPACING 2-0-0 CSI - DEFL (in) (loc) Udell PLATES GRIP TCLL 25.0 Plates Imrsiase 1.15 TC 0.35 Vert(LL) 0.01 P/O 999 M20(20ga) 186/148 TCDL 7.0 Lumber Increase 1.15 BC 0.18 Ven(TL) 0.1,4 A/P 999 BCLL 0.0 Rep Stress Inor YES WB 0.78 Horz(TL) -0.01 A n/a 1 BCDL 10.0 Code UBC (Matrix) Min Length/LL dell=240 Weight:164(Ibs) r LUMBER BRACING TOP CHORD 2 X 4 DF No.1 'Except' TOP CHORD Sheathed H-1 2 X 4 DF Std BOT CHORD Sheathed BOT CHORD 2 X 4 DF No.1 WEBS 1 Row at midpt N-D WEBS 2 X 4 DF Std OTHERS 2 X 4 DF Std REACTIONS (lbs/size) A=515/0-5-8,1.-102/0-5-8,0=7122/0-5-8,N=358/0-5-8,K=336/0-5-8,L=371/0-5-8, J=336/0-5-8 Max Uplift 1=-50(load ease 2) Max Vert A=534(load case 2),1=182(load case 3),0=712(load case 1),N=358(load case 1), �{f, PRO� FORCES K=337(load case 3),L=371(load case 1),J=336(load case 1) G TOP CHORD A-B=-551,B-C=196,C-D=156,D•E=164,E-F=179,F-G=178,G-H=163,H-I=-92 �f/ BOT CHORD I-J-O,J-K=-106,K-L=-106,L-M=-106,M-N=-106,N•0=-106,O-P=427,A-P=427 WEBS B-P=131,B-0=-602,C-0=-331,D-N=-290,E-L=-288,F-K=-255,G-J=-222,H-J=-116 °N NOTES 3'° 1)This truss has been checked for unbalanced loading conditions about Joint D. 16 •a ,1�q1 LOAD CASE(S) Standard C. OCT 29 1993 i I I AWARMNO Vertry design Parameters and READ NOTES ON THIS ANDRE BILE BEFORE IME. i - Deslgn valid tot use only with M11ek eonneclon. this design h loafed only upon patam*len shown,and k lot an Individual building component to tx Installed and loaded veil k:ally. Applkab"Ity of design patamete is and to t Inco) j p le poratbn of coin ponenl k responslblllly of building despnet-not bust despnet ittacing shown h la lateral support of individual web members only.Addlllonal temporary btacing to Inure slaklllty during conshuctlon k the tesponublllly of the*,*clot Additional permanenl btacing of the ovetall structure h the responsibility of the bulkting designer.For general guidance tegortling fabrication,quality control,storage,dellvety,election and biacing,consult OST-88 OualRy ltandaid,OSI-09 gracing 3p*cRlcalloa,and HI/-91 MITsk Industries Inc. Handling Instolllna and liming R*comnd mealion available florin oTruss Plate Initnule,683 D'Onohlo Dtiv*,Modkon,W153719. -�-�--�-----v-` M' t; + tar r bkx�{J•tin y{',+� r, qit tl y�( �ti"•' a ,� S'4 y IyIA M,� Y 1 - �i. i { - @('Iryfi �,2/y-a ..fey- �r r^YE,i�Y rt( Z7 r � Iii 4 ti�'(i }V tp .d r a y:y' .__<<<<A.C.E.S Version 6.0p > >============[ 461216 1—===______< < < �•TECNA> > > >=__ ' Customer : KEYWAY-15-UNIT- Wed Nov 03 10 . 10: 21 1993 Project #: 975 Truss IU R23 Family # 10 ------ Span 12-1-8 -Quantity 1 Top Pitch 6 . %12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE- APPROVED FOR ! ' ' DUSTRIES INC. 1-2--523 3-4. 462 2-4- ;11 1•-574 5.50 2-3■-523 4••1. 462 3--574 5.50 P��• W R� G � s�ONAL. . 1-0 T_ 6-0-12 12-1-8 FE&PIRES 6.0 fd 6-0-12 6-0-12 ..:. 4X4 HOV 0 4 X93 7, 2 3X4 3X4 + ,p 1 1 1X4 i 6-0-12 12-1-8 ' 6-0-12 6-0-12 HL TO PK: 6-9-5 R. HL TO PK : 6-9-5 EFT HEIGHT: O-4-7 SPAN: 12-1-8 ---RISE_3_4_13 ---RIGHT-HEIGHT_ 0_4_7 3ADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0. 397 TOP CH0RD: 2*4 No. l&Btr GR DF-L 3P 25 7 BOTT 3--4=0. 207 BOT CH0RD: 2*4 No. 1 &Btr GR DF-L )TT 0 10 DEFL. @4=0 . 01 < L/24O WEBS : 2*4 STANDARD GR DF-L ,. I'R. INC. LUMB 1 . 15 PLATE = 1 . 15 - SPACING -24 . 0 in, o. c EPETITIVE STRESSES USED NO. OF MEMBERS = 1 ATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEE!_(EXCEPT AS SHOWN) ATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 I5 DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. i 1 5 yy r 010 woCustomerW: KEYWAY-15-UNIT== mac[ 461215 ]__=___====WedsNov 03<16:10: 00>1993 Project #: 975 Truss ID : E23 Family # : 101 "1 Span 12-1-8 Quantity : 1 Top Pitch : 6. /12 NOTES: 1 -Gable studs spaced at 24 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail 3 --Continuous bearing provided along entire bottom chord ; 4 -Provide 1X4 plates at each end of gable stud unless othe d J F1_6- 6-0-12 12-1-e 1- 6-0-12 6-0-12 42 2 x_44 s L�yG EXPIREa 5:03.94 31<4 2X4 3 NOV 0 4 1993 4 I , I I 6-0-12 _ _ 12-1-8 , r- 6-0-12 6-0-12 L. HL TO PH:6-9-5 A. HL TO PH :6-9-5 LEFT HEIGHT:0-4-7 SPAN:12-1-8 RISE:3-4-13 RIGHT HEIGHT:0-4-7 LOADING (PSF) - - MAX STRESSES - MINIMUM GRADE OF' LUMBER - - L D TOP CHORD: 2*4 No. 1&Btr GR DF-L TOP 25 7 BOT CHORD: 2*4 No. 1&Btr GR. DF-L BOTT 0 10 DEFL. @0=0 . 00 < L/240 WEBS : 2*4 STANDARD GR DF-L STR. INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING • 24 . 0 in, o. c . REPETITIVE STRESSES USED NO. OF MEMBERS = 1 SLATES ARE MITEK M20-.186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXUx T Aa STOWN) 'LATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-IC60,TP1-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. N 'w'J ;�{,�'+&C'rP#ta'AK!nl4ka.,,.,. rasi�►Mpt9US+w�mr: w we.w.;M:n.,: '-.nK�.,.e,«...---._ .. ... ._,_,...M.:a.,ww ,,. i 001588 � r=cc=scacacacsac Customer s KEYWAY-I5-UNIT Wed Nov 03 14:57:09 199 Project 1[: 975 Truss ID : E25 Family @ : 104 ssszSpan s 22-10 - ^` -Quantity :-1--- - Top Pitch : 6./12 c=>sccc=cc=sec=a=seccc==-c=s •.-• -=ac -c=c _cc.:cc cccc=asscscsccsac,.-ex=c=: l NOTES: 1 -Gable studs sl aced at 24 inches o.c. 2 -Brace verticastuds in accordance with standard gable end detail 3 -Cont}nuous bearin provided along entire bottom chord 4 -Provide 1X4 plate at each end of gable stud unless otherwise noted � ;q c 1— 5—i1-0 11-5 16-10-8 2s-10 1_Q s-11-8 5-11—N f 1 4X4 'i r 3 a 4 r 3X5 3 3s 1 1 !,1!!I!!??!! I 7 6 3X6 SPL. 7-9-5 y 15-0-11 22_-10 d 7-9-5 7-3-5 7-9-5 L. HL TO PX:12-9-3 A. HL TO PK :12-9-3 LEFT HEIGHT:8-4-7 SPAM:22-18 RISF.:6-8-15 RIGHT HEIGHT:8-4-7 LOADING -(PSF�- - MAX STRESSES MINIMUM GRADE OF LUMBER I, TOP CHORD:2*4 No. l&Btr GR DF-L TOP BOT CHORD:2*4 No. l&Btr GR DF-L BOTT 20 10 --DEFL_@0=0_00 < L/240 WEBS : 2*4 STANDARD GR. DF-L STR.INC. : LUMB = 1 . 15 PLATE = 1 . 15 -SPACING 24 .0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE M17EK M20-186.147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZFO STFEI(EXCEPT AS SHOWN) PLATE. MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 l THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINE[ ! '•a lv `r 4 4 1 I a 4 1 I I ? 'a i r G < < < <A.C.E.$ Versi n 6.0) > >>....�r.=.rr.[ 150027 �____ CTE NA) ) ) )rrw Customer : KEYWAY-15-UNIT Wed Oct ZO 13 :1 : 15 1993 Pro ect #: 975 Trus9 ID R25 Fallkilyy N 104 Spag 22-10 Quantity 10 Top P3.tch ; 6. /12 • TOP CHORD BOTTOM CHORD WEBS REAI,'TIONS - SIZE APPROVED FOR MITFK INDUSTRIES !NC. � '- 1-2--1453 5-6. 1284 2-7--286 1--1024 5.50 2-3--1271 6-7. ON 3-7. 466 5--1024 6.50 3-4--1271 7-1■ 1284 3-6. 466 t 4-6--1453 4-6--286 1 � BOTT CHORD SPLICESi5-7-3X61 4 C,29-11-a I1- -e a-1l-e OCT 1 11.993 4x4 3 tx4 1x4 'A t a 3X5 3 j� i 3X4 3X4 1-2.6 19-0-11 22 _mss; �— 7-9-5 1 7-3-5 �5 L. HL TO PK: 12--9-3 R. HL TO PK : 12-9-3 LEFT HEIGHT:0-4-7 SPAN:22-10 RISE:6-0-•15 RIGHT HEIGHT: 0-4-7 LOADING L'(PSF� MAX STREJS�S351 TOPiC ORpE OF L�1MR TOP 1- ■p Z No. ttr GR DF-_L TOP 28 10 DEFL._07-0.054<6L/240 WEBSCHORD: 22* 9TANDUD GR DR-L BOTT _ _ _ ST.R�.INC. :�LUMB = 1 15PLATE �1�.15 SPACING : 24.0 in —0. c�a......._ REPETITIVE STRESSES USED NO. OF MEMBERS = PATES ARE MIT'1K M20-186,147 MANUFACTURED FRAM ASTM A 446 GRD A ULYANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT. "METRICALLY(E)O " AS 001N)DESNN CONFORMS WITH NOS DESIGN SPECS. U9C-IC8O,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH I3 ALWAYS REGD)CONSULT BLDG ARCHITECT OR VAINEER. I) i F 5 i i s .d;r..n i.;--� -i•fj.. yr�y I w=w<<< <A.C.E.S Version 6.0> > >>..+-..r++===[ 450028IT2 NNA> > > >=or Customer KEYWAY-15-UNIT Wed Oct 20 1 : 45 1993 Pro jiect >#: 75 Truss ID : R25A Family # Spa�i 21-5 Quantity : 2 Top Pitch _- _=»=====aaaax=a3araaM-rrrrrrrrrrrrrrrrs====�rrrrrwwwwrrrec==xrrsrrra===arrr VTOP CHORD BOTTOM CHORD WEBS RL '.I IONS - SIZE APPROVED FOR MITEK INDUSTRIES INC, 1-2■-1334 6-7- 985 2-8■-289 10-5:^ 5.50 2-3--1152 7-8. 780 3-8. 469 6■-968 S.SO 3-4■-1036 8-1. 1178 3-7- 275 4-6. 0 4-7--11. P 5-6--225 4-6.-1198 •i BOTT CHORD SPLICES:7-8-3x$; PLATE OFFSETS (X■L.EFT,Y-TOP)i[j4■2,1.5].14 A-11-1 �►�� , d 4X4 OCT 2 1 SO s { 1x4 3X5 2 • 1x4 f 3x5 5-0 • >• 3x4 3x4 6 - 3XS F-• 7-2-3 I _ 11-0-11 I 21-11 - ,y 7-9-5 7-3-5 6-4-5 L. HL TO PK: 12-9-3 R. HL TO PK : 11-2-3 LEFT HEIGHT:0--4-7 SPAN:21-5 RISE:6-0-15 RIGHT HEIGHT: 1-0-15 rrrrrrrrrrrrrrw+rrrrrrrrarrrax_______________:-+xacrxaoax==xsrrrrrrrrrrrrrrrrrr== LOADING L(PSF� MA ST$REa30o5 4 TOP IMHMORGRA2I�4 ONoLUM>3BftER $OTT 20 10 DEFT .#8r00ii4TL/240 WEBgCHORD. *J STANDARD QRR DF-LLL -- ------===-=aamrrsrwrr�rrrrrrrrrrrr-rrrrrrrrrnrrrs�rrrrrrra=========....now.rrr STI- LOMB 1 , 15 PLATE = 1 , 15 SPACING : a4.0 ,in. o. c . REPETITIVE STRESSES USED NO. OF MEMBERS r 1 NEB 44 BRACED at 1/2 POINTS AS 91aN ABOVE NotslLles 10 or 20 Com•.3raeing Wffl.w/2-8d nalls,er T-brad of save size and grfdo as web cam.,to marrow face v/10d nails 6 in, o•c PLATES ARE MITEK M20-1861147 MANUFACTURED FROM ASSN A 446 GRD A GALVANIZED STEEL(DaPT AS &*N) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYM MCALLY(E)UPT AS SHOM)DESIBN CONFORMS WITH NDS DESIGN SPECS, U8C-IC6O,TPI-01 THIS DESIGN IS FOR TRUSS FABRICATION M LY.FOR PERINNENT AND TEMPORARY BRACING(W HICi 13 ALWAYS REW)CONSLIU BLDG ARCHITECT OR ENGINEER, i "g FF }.,, ' "wow 0006. y w -rw( < <<A.C.E.S Versippn 6.0>) > )--- 450029 ]aararccac=»< < < <TT$ NA) ) ) )aar Customer KEYWAY-I5-UNIT Wed qct 20 13' 2: 16 1993 Project : 975 Truss ID : R26 Pam 11y � 2b Span 6-0 Quantity : 6 Top Pitch : 6. 12 rrr-ww-------w------r..r..wwrwraarass=sascc-====c-aaaaawar..rworrras===aarwaar=c-rc TOP CHORD BOTTOM CHORD WEBS REACTICNS - SIRE APPROVED FOR MITEK INDUSTRIES INC, � 1-2. 0 3-1. 0 1•-320 5.50 2-3--100 3=-236 5.50 _ P 1 6-0 0 C T 211993 C ON N. a 4 3X4 3 !�— 6 0 L. HL TO PK.�_ ^� SpAN: 6-0 RISE: 3-•4-7 RIGHT HEIQHT:3-4-7 LEFT HEIGHT: 8- LOADING (PSF MAX STRESSES MINIMUM GRADE qq OF L MM$ R TpP 25 7 TOP 3- S 138 BOT CHORD:Z*4 No. ! Btr OR DF-�L BOTT 0 10 DEFL. < L/2�0 WEBS :2*4 STANDARD OR DF-L rrrawrwrwnrUUrawrrawarrrrrrrrrwrrrrarc=======aaaaawr*rwr�Mw�rrwz====s�awrrrr�rr== 7 RBPETITIIVELSTRESSEb1USEDLATE - 1 .15 SPACING OFGMI MBER3 in o. C. PLATES ARE MITEK M20-186,147 MAMFACTURED FROM ASTM A 446 ORD A GALVANIUD STEEL(E)CEPT AS 8104N) PLATE MUST BE INSTALLED ON EA01 FAC: OF JOINT, SYMIETRICALLT(O CEPT AS SHOWN)DESION CONFORMS WITH NDS DESIGN SPECS, U9CC-IC8O.TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACINO(WHICH IS ALWAYS REW)CONSULT 8100 ARCHITECT OR ENOINEEN. r e 7;. y h- PW ==C C C CA.C.E.S VerSioolI�� f1.O»))aaa=_-naaaaa( 450030 ]�.aaaaz=====_< C C C E NA) ) ) )==* custom r : KEYWAY-I5-UNIT Wed Oct 20 1 l �5 1993 Pro ect #: 7 Truss JD R27 Famil # b 4a _� Quan i y 2 Top P tch • 12 Spa _ TOP CHORD AOTTCM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2- 0 3-1- 0 1--162 5.50 2-3--52 30-66 5.50 v Pao :! �v 1 .1 -0 2-0 - 2-0 -02-0 OCT 211993 4 �oNN . 3X4 II 3 1 2•-0 L. HL TO PK: - LEFT HEIGHT:0-4-7 SPAN-.2-0 RISE: 1-4-7 RIGHT HEIGHT. 1-4-7 I�OADINGaa �- --=aaaaa MAX STRESSES (PSFMINIMUM GRAD OF LUMB R BOTT 3-1« 2 N0. 1 Btr OR DF-L TOP 25 TOP 3 B$T �HVRD'.2*4 No. 1NHtr OR DF-L BOTT 0 10 DEFL. < L/ 4 WEBS :2*4 STANDARD GR DF-L RR ==a.tar...-...aaaaaaas:�==_________=====aaaazaaam=aaaanz== RE ETITIVELSTTRRESSES1USEDLATE 1 . 15 NO. OFGMEMBERS ir,j o. c. PLATES ARE MITEK M20-186,147 MANUFACMED FROM ASTM A 416 GRD A GALVANIZED STEEL(E%CEPT AS SHOW) PLATE MUST BE INSTALLED RI EACH FACE OF JOINT. SYNNETRICAU-Y(UMPT AS S14OWN)DESIGN OONFORMB WITH NDS DESIGN SPECS, UBC-ICOO,TPI-!1 THIS DESIAN 13 FOR TRUSS FABRICATION ONLY-FOR KJ MJIENT AND TEMPORARY BRACING(WICH IS ALWAYS REgO)OONSULT kA AJOITECT OR ENGINEER. i IRT WTP w, , . G:.i' 19 'S3 14:49 FROM 1111'EK IHDU57fZIES 70 5036683115 PR? _.0:2 (7 0) ) ) 4').U$(�}'7 —=a.�►ru:sa:umtc C < < CTl'rSC 7:,1 ? ) ) :gin 1`I;YWAY- b-•Ui4 , IT6 Tua Oct '10, 09 :410: 05 1 :'93 926TIw3s TD Gci FC � 11 ri 2 Quantity . 4 Top Pitch W rr M W ti&% ___=_==::s Z4Ct 0I KLT Ci Yi u 0RiG w�.:.t�:�t3=;I GZ::'_�= r:{� b:}f'IQ•i 0it)k0 1•;EHS PEACi 104 • SIZE APPROVED FOR NITE' fRIES44. :..� 8.94 12001 2•-13. 10124 la-7703 5.50 O)t� 41 0-10. IM61 3-1 1 1�?r�n�"�":� 3„ 582 El -7703 5.50 ,,�1. 14'r39 in-Ila 9814 3..12.-073 �!4�' •f'a '+"` r�� 1Y. 9 11-12+ 9243 4-12a 2782 4 s l b l 12-13•1 10001 4-11.-2923 72 !:-1. 0 S-11. 7040 5.11..3643 ►y � ��' � 6-10� 3639 7- 05 1 r. t a 7 7-99:v 2423 ;,.0 LICESitt-12�SXti1 ��I�I J ( �i J !'/ A � ii GdFSi1� (n,.LECT,YyTOIr):[.12.4,2.SJ �J5r4,1.51.(36"3.2],(J10-4,2],[.111=�,a1.(,il'i=�,?1. �,� �„�,,I�� •�' 1. `sY:ly j..�.�._._��o i i.-._�..,i,?,o?4_._.�__�;z'l��?_.._.x_.14-,�;7,..�, -2.._.�_......-_1 -a-� 3-10-1,3 4-7-9 7X9 1 OCT 1 f - X 13 1 ,1;112 4X6 6Xt1 4X7 3X4 i ��• 3r1 �4-1f1-1J 4.0„11 i— 4-1-9 1 1.i Ili',: 12-1 1 -7 R. HL TO PK : 14-0-13 c",r;7'. 0 0-7 SPAN: 24-2 RISE: 6-7-15 RIGHT HEIGHT: 0-4-7 •.:is..,4 ::..s uP.T GEl T1 L'C:C 2 - a'iCSG CG=CCS`�.C"' MAX STRE SES ~MINIMUM GRADE-OF'-?.UM13f R L D TOP 7- , 640 TOP CHORD: 2*4 N0. 1aB r GR Dr--L I 25 7 BOTT 6- -0 935 BOT CliORD: 2*,5 SS 0,1I DF-L 0 10 DEF'L. @10=0. '20 ( L/240 WEBS : 2*4 STANDI!RD GR DF-•L . -. .. -._^._._3•ss:y�::uar>bmo�oMnrs.nrosmarea====-.—=__--==-�7cvrsa=s�..�vs.r.ce=mc�===�eses!ae�:3a- r:q( : L(314I3 = 1 . 15 PLATE = 1 . 15 SPACI14G • 24 . 0 in. o. c. ~- ::.'1T1V11; STRESSES NOT USED NO. OF 14EMBERS = 2 idit 4 ;!i!,;;;ASF. 1.00ING PA11EL(PLF) / JOINTS(LSS) T'i F F. 1.15 Lt1FORM 2- 6a 54 8- 1. 534 .5 TO BE 244 NO. 1 AStr GR Ur—L ILEJ 1: [1,IF a/16d NaILS 12 in. o,c. or 101 i1P.ILS, 10 in. o.c. (CIA:1D k'M 41EeS) 110. t.o-11.S,1:7 td4 UFACIVRED FROM Wti A 446 60 A C14MI UD STEEL(EXCEPT AS 54"?) ...i �'I !,3rA:J.ED CI EACH FACE OF X111T, SW-HETRIMLY(EXCEPT A9 51*,V)DESIM WC TOMS WITH NOS DESIGN SPECS, IS F;),? 1RL15S ^:'VJCATIN ONLY.FOR PEF,'.kticI1T AhD TE1 CMI.ItY 61 ACI.3011ICH IS AL;AYS f EQ0XV4 VLT f LD3 001ilTECT Cl E'."LACER. i W •� f r M Jill jj� ow, t (?L. E.S Vol:%-' .'ill 6 1 0:1 > > ) " : ��. ca,acini t,teuw� t�l1,{]r117,f1 } :=s�:_s7t:.:,:w a:a ( � �1)'"�`....1 :' � � a — :Ui4k5� t IilM,-.X1�lr"•i —0117 T 6 ... Tuo Out N 19 Ud •39 : :ice 199— � fif p 't tr' : � ?6 Ti:t.ls�, ra I~�? FamilyY �f 1na F t^jila1'liri y Top Pitc:1 6. /12 1 � • - ••. �. -...- " "'U!'344Al..t b Id a Li,':'•" ti C:,rW ie W&Jr.. Y:U tU N,»".......-:G w 51 a.u le C).•■,M:,,Of t t i G G:-•••- •••-•��••••••�"- i ? hf)T•((+•i Ct1GRD Weiki R;IACTIONS - SIZE APMVLO FMI VITEK VfOUSTRIES INC. !_, 6.711 t352 3-t�-1472 1�-999 5.r0 ' r,so� _.ta•,1 ti-t. 1,7,19 4-per 3:16 .�tfP a•.y�,t)„+�'� 4-7" a?r) r rjI'' "'..t""7►,®�t5 �i 5-7^•-321 p.b' i"•s1',\ '•YI' b 74.3.161 .i r t.,'ra�Tr ()•:.LEFT Y1rCOP)t(j3.4,1,5]' �'� !V 1•• �,y��,P'o' y,- ] Vol;�' ':r ww� ..i.-Y...-r�r 1 �.�1n d. .......rr..-r..S 1 !�V�-•�, 1 .ara�i�-�M -�...L�,1 6--0-4 6-0-4 ;' g;u i 1rts= t 311-1 r r¢ .�r.J ti ail if'XI'. G21 11 77 11--2 R'SE: 6--7-1 5 R HL HE ' Pi : 14-0-113 SPAN . 2 1:.a�.lxus_--:- --- ��>,��@__---__-•- - -- - RZGfiT-HTGH'P• 0-4-7 (I'S,,) ^ -- MAX STRESSES MINIMUM GRADE OF LUMBER y~ •+ L D TOP g-4=0. 480 TOP CHORD: 2*4 No. 1pBtr GR DF--L 25 7 k3OTT -'1-0. 4'i'7 BOT CHORD: 2*4 No. 1&Dtr GR DF-L 0 10 DEFi1. C�7=0. 05 < L/21ab WEBS : 2*4 STANDARD GR DF-L ... '1+.a.....: P.ti:l! _�--�5 Rl al ti•s®BCCI aa�•-•-••--•_�.-Sy Ct nt al w'L`G:<�k:C:C C== �9rFet C:2:-==--=------==SCOSW T�UPi13 1 . 15 PLATE 1 , 15 SPACING 24. 0 iri. o. C. S'aRESSES USED NO. OF MEMBERS = 1 =n ae 1/2 t-DINTS AS SNa.14 AEAVE twa ur 2,6 Cont.Bracing comm.w/2-8d-naita,or T-brace of straa atro a--ci grade as ueU mnn.-to narrow face w/10,1 nails 6 in, o•e A mMi M?.0.1F5,147 N-.hAJFACTUREO F904 ASTM A 446 GRO A 6ALYANIM 51M.(Fx(:�PT A5 SIX-,N) i•.i•"(-;1k'D G: E Cli FACE OF JOINT, 5'li'riETt;ICA;.IV(L%'CC!r .SctdX,:!)0[`iIC'/; C>>qhp 1S WITH NOS DE I(11 SPECS, UC -ICGLTPI-S. !.. .:7 i'•6RIf;A1'T4�tJ CNLY.FCR P"c":h:•dlEllT P.';D 1GS :V ii.'..,:i . ({,11C1 is A'N,V$ RF,QO)CO"!SUET A"" `, rc LOG 01-r CT G, F M'---.RI fit.. __= < < < <A .C . E . S Version 6 . 0> > > > =___7=_______ [ 451949 ]___________=< < < <TECNA> > > ) =_= w Customer KEYWAY-8-UNITE Fri Oct 22 11 : 51 : 55 1993 Project N : 975 Truss ID R8A Family N 10 Span 25-2 Quantity 2 Top Pitch 6 . 12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2=-1611 5-6= 1425 2-7--320 1--1122 5.50 2-3,-1409 6-72 984 3-7= 518 5z-1122 5.50 p PROS. 3-4.1409 7-1- 1425 3-6= 518 tV 4-5=-1611 4-6=-320 ('jIN t I O OTT CHORD SPLICES:6-7=3X6; O#nth d �1 �1-9 6-6-12 12-7 t8-7-4 } 25-2 11-0 6-6-12 6-0-4 6-0-4 6-6-12 i l 4X4 O C T 2 5 1993 1 r 1X4 1X< 7 � 4X6 \ 4X6 3X4 3X4 076-13 16-7-3 F 25-2 1 8-6-13 8-0-5 9-6-13 1 HL TO PK: 14-0-13 R . HL TO nK : 14-0-13 ,EFT HEIGHT: 0--4-7 SPAN : 25-2 RISE: 6-7-15 RIGHT HEIGHT: 0-4--7 ,OADING ( PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1 -2=0 . 430 TOP CH0RD: 2*4 No. l &Btr GR DF-L 'OP 25 7 BOTT 5--6=0 . 487 BOT CH0RD: 2*4 No. 1 &Btr GR DF-L 3OTT 0 10 DEFL. @6=0 . 06 < L/240 WEBS : 2*4 STANDARD GR DF-L ;TR . INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING • 24. 0 in. o. c. p ?EPETITIVE STRESSES USED N0, OF MEMBERS = 1 ! LATES ARE MITEK M2O-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) LATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. a L;t i ' t. pro" ;e�� „�. �VNt��`• ;,rl �+�(�;: ��,,,�!•'•�'�� ','9b4l� � r�,��y,tt.! �tr '�� "�'!'!'f1,�� ; r�1• =,1r' C� i� � 1 r , 7, lµ• .e Ar t� r. f e r t ,p: n� dw w�:r N- • r .-s -N+,. pro., � +WpM�""`YYAMIMM��py}} 4+�`iiP�NllM1�111Fh��1MAN!+MMn�''°rq+'W'Mt�wr�+. ' w1 i= pn CD Ln lot Ic II�1 . IIIIIOt 4 cx _ to a co 'lot 19 LL LD LLJ �Dj 1■ IIIIIIE� i■� i_ I .....■ . i ;: • .. s } v. s>+a •ui. .. �r ...x �� A�'S�+:a,a+,�Y�?� � s n'' .n�w.�r�i.m+:�aa w K ww ,na M V�•+r�W.�� n W a"hw w.g.��,..w ';':.»+ .. . ! 3.?':;.xwrwrt+�w' !7xe•�.... ,._...,.....,,.... ....-ti+.wr.nwkuroux+w«enN1a+'e.4.�di ?G�r" `Jrh' i'-::r,hq+e�,.u:+..•._�.: J,J r Ia=«<mRAWING>>>>=====_-============r 001636 -=================<<<<TECNA>>>x= Customer. : KEYWAY-RECREATION-CENTER Fri Nov 05 08 : 24 : 14 199 Project #: 1010 Truss ID : E3 Family k : 104 Span : 28-9 Quantity : 1 Top Pitch : 8 . /12 -----------------------------_-__---------------------------------______________ NOTES: 1 -Gable studs spaced at 24 inches o.c . 2 -Brace vertical studs in accordance with standard ggable end detail i. 3 -Continuous bearno ;provided alongg entire bottom cFiord 4 -Provide 1X4 pla;.es at each end of gable stud unless otherwise noted I I 7-2-4 _ 14-4-821-6-12 28-9 7-2-4 7-2-4 7-2-4 7-2-4 4X4 3 2 4 3X5 3X5 } 1 g 7 6 2*e WEDGE 3X6 SPL. 2*8 WEDGE 1 a 19--2 28-9 --—9-7 9-7 9-7 I L. HL TO PH:17-3-5 R. HL TO PH :17-3-5 LEFT HEIGHT:0-4-11 SPAM:28-9 RISE:9-11-11 RIGHT HEIGHT:9-4-11 } LOADING (PSF) - MAX STRESSES - MINIMUM GRADE-OF-LUMBER L D TOP CHORD:2*4 No. l&Btr GR DF-L TOP 2.5 7 BOT CHORD:2*4 No. l&Btr GR DF-L ' BOTT 0 10 DEFL. @0=0 . 00 < L/240 WEBS :2*4 STANDARD GR DF-L STR.INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING • 24.0 in. o. c . { REPETITIVE. STRESSES USED NO. OF MEMBERS = 1 0-4-8 CANT. LEFT HEEL 0-4-8 CANT. RIGHT HEEL PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(FXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)j;SIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION `,NLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEI a y' g, MENEM L .Gn 4 q f VeLyiOn b. U,)) ) )ra�maad__.a.a�� 40JUN0 ��• Cus om r : KEYWAY-RECREATION-CENTER Fri Nov 05 1 20: 23 1993 } Pro sc�� k: 1 p1p Trus zzb : g3 Family M b spa; : 28-9 QuanUDy S Top Pltch .112 awwwwwwwwwsvtewwwwwwwwwwwww�wwwwwwwwwwwwwwwwawwwwwwwwwwwwwwscswa::a��aus3a�s.a.= .... TOP CHORD SOTTcm 000 Wm KAMONB - SIZE APMMD FOR MITfK INDUSTRIES INC. I4■-Im 6-6- 1311 2-7■-379 10-1210 5.50 E t-3--1374 6-7. 879 3.7. 594 8•-1210 8.60 , 14a-1374 7-1. 1311 3-6. 694 I-6.-1560 4-b•-379 { I T CHORD SPLICES i6-7.,3X61 �j 14-4-9 21-8-12 ■ 7-2- -2-4 7-2-4 7-2-4 04 NOV 08 so 3 10 10 3 4 06 4X6 � 6 3X10 i 3X8 2*B WEDGE 3X4 3X4 2.8 WEDGE 2. 9-7 9-7 - HL TG PK: 17-3-5 R. HL TO PK : 17-3-5 ;FT HEIGIMO-4-11 SPAN:28-9 RISE:9-11-11 RIGHT HEIGHT: 0-4-11 :wwwwwwwwwwwwwwww�wawwwrwwwaewwwwseswee�gwwwrwwv�wwwwswwGwewwwwwwwEw��w:wwwetaewq� IADING (PSF� TMM O STRE SES MINIMUM GRADE OF LffiER L TOP 1�- n0. 68 TOP CHOR : 2* NotrGR DF--L IP 25 7 p� 7-1w0 68 BOT CHORD: 2* No. tr OR DF- ITT 0 10 �BfiL.P7=O.S� (8L/24 WEBS : 2*1 STANDARD OR DF-E wwwwww--- .-w.��wwvw��w�Iwws.rreeeeeewc��wasws,-"e"S'P'ACeww":"2=4 0"in. o. c. sc:w�rma= 'R.INC. : LUMFI w 1 .15 PLATE w 1 . 15 SPACING 24.0 in. o. c. ;PETITIVE STRESSES USED NO. OF MEMBERS w 1 -4-8 CANT. LEFT HEEL 0-4-8 CANT. RIGHT HEEL 3-71 3-6 BRACED at 1/2 POINTS AS SHOWN AGM &Mss 1x4 or !4 Cart.BreelnB eem.w/94W nslls.er t-uses of sow sive wW *rndo M web mm. to ns-Tw few 00d na11t 6 1n. o.e ,TLS ARE MITFK M20-196,147 MANUFACTURED FROM ASM A 446 ORD A 04VANIMO STEEL(E7aCEP1 AS 3HOW11) tTE MUST BE INSTALLED ON EACH FACE OF JOINT. SYW RICALLY(F-CE" AS 310M)OESION CONFORM$ WITH NDS D:SIGN SPECS, U9C-IC90.TFI-B1 S OESI9N IS FOR TRUSS FABRICATION ONLY.OM PERMANENT AND 79WGRARY BRACING(WHICH IS ALWAYS REQO)OONSJLT SLOG ARCHITECT OR ENGINEER. • / 51'G1m• ...._,..,..a...vr •x i,,. ,n- .e. r•ieerr•yA1rMM/ AM� 'dR;� "Yiti�1Y1,�QA 1'1aN(iM'N n.m.i,.,..., . `. 1 : <<<<DRAWING»>x======r=====__=_=f 001638 ]==================<<<Cx rECNA>>> = Customer : KEYWAY-RECREATION-CENTER -Fr? Nov 05 08 : 32 : 18 199 Project N : 1010 Truss ID : E4 Family # : 101 Span : 12-1 Quantity : 1 Top Pitch : 8 . /12 - NOTES: 1 -Gablestuds spaced at 2.4 inches o.c. --------------------- - - - 2 -Brace vertical studs in accordance with standard gable end detail d 3 -Continuous bearing provided along entire bottom chord 4 -Provide 1X4 plates at each end of gable stud unless otherwise noted 6-8-8 12-1 6-0-8 6-0-8 f r f,, 4X4 2 r 3X4 3X4 1 ` 3 4 4 2*0 WEDGE 2M9 WEDGE i 12-1 _ 6-0-0 i 6-0-8 -1 L. HL TO PH:7-3-2 R. HL TO PH :7•-3-2 . LEFT HEIGHT:0-4-11 -- SPAN_1'2_1 -----RISE:4_5_1 -----RIGHT HEIGHT:9_4_ll----------- LOADING (PSF1 MAX STRESSES MINIMUM GRADE OF LUMBER L b TOP CHORD:2 4 No. l&Btr GR DF-L TOP 25 7 BOT CHORD:2*4 No. l&Btr GR DF-L BOTT 0 10 DEFL. @0=0 .00 < L/240 WEBS :2*4 STANDARD GR DF-L GTF.. INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING : 24 . 0 in. o. c . REPETITIVE STRESSES USED NO. OF MEMBERS = 1 0-4-8 CANT. LEFT HEEL 0-4-8 CANT. RIGHT HEEL PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STFEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF ,JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEI ! 1 _ r NOU 08 '93 10:26 FROM MITEK INDUSTRIES TO 5036688115 PAGE.006 ••ttt(A.C.E.S Version 6 0> >>>•w•••--0-4-•[ 463049 Jww•"wwawrro•4455((TTECNA> >) )urw CUs Omer : KEYWAY--RECRRATION-CENTER Fri Nov 05 11 .20: 57 1993 Pro ect #: 11pp1 Trus! D : R4 Fami N b1 spa : 12-1 Quantify 3 Top Pytch : 8. /12 •�rrara��rr��ra�rrrrra�w�ra��M��w��ra��ra�ra��rn��iwr..��`,��tuamaa-��rr.:w*!sa � TOP CHORD SOTTOII CHORD WEDS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2-456 3-4. 378 2-4. 121 1■-610 5.60 2-3w456 4-1. 378 50-510 5.60 t - - - o 04 NOV 08 3X4 3X4 1 3 3X10 ' re 2a8 WEDGE 10 2.8 WEDGE y 5- -8 - - NL Tpp PK: 33_ 1 SPIAN: 12-1 RISE:4-5-1 RIGHT HHEEIGHT:1-4-11 TFT HEIGHT:Z_4y w�a a�a�aaa�a:a:s:aa-=vaatslsanasr�rt�tfff�rttr��tl�r�atr��a�=ari=a= "--now MING (PSF MAX STRESS, MINIMUM G OF LUMBER - ■ 9g33 T P R8 D; No. 11&8tr GR DF-L OP 2 B -4� a94 BST CHORD: * No. 1&Btr GR DF-L OTT 1 DXFL t L/240 WEBS *4 STANDARD GR DF-I, M=====azaaar�a:csa:ma�s�aaafa=s..-xaaaas=a.:��aaa:aaaaiR�#A�A��0■fI1rY:===ss�f� TR INC TRESSESUSEDPLATE 1 .15 ROPAC�RG E4R$ inj o. C. -4-8 CANT. LEF'C HEEL 0--4tB CANT. RIGHT HBEL LATES ARE KIM M90+10,147 MAMJFA rWn *1 ASTM A 4N ORD A OALVAMIZID STEEL.(l70V, AS $HOWN) LATI NAT SE INSTALLED ON EACH FAC[ OR JO . SVMRTR1MLY(EW1LW AS SH W)6ESIM CONFORMS WITH NOS KSION s%T3 USC-IcBD,TPI-91 HIS MION It FOR TRUSS FMRICATION ONLVAR FER�WOff AND TUPORM SRACINO(W�dICH 13 ALWAYS um)awaLT em AR�iITECT OR EWR;m"R. ' y r , f 4 , u• „h� 1\wl.l\Lf1 Project�#: 0 1 Muir-TrussAID GS WeU cvM 1 U 1 c�Og2 : 58 199J Span 8 9 Famiy j8. q , Quantity : 1 Top Pitch 12 sstns=-�aoccasssrwsssucccccaas=srsssc�===c=.srssc=====sss=w�trsc TOP C110RD 8pTTOM CHORD NESS REACTIONS - SIZEA RIES iN . 1-2--2334 5-6. 1943 2-7•-403 1•-1811 5,50 C 2.3.-2196 6-7. 1267 3.7. 1145 5.-1811 5.50 3-4.-2106 7.1. 1943 3-6. 1145 4-5•-2334 4-6■403 ' • 8077 CHORD SPLICES:6-7.5X61 PLATE OFFSETS (X.LEFT,Y-TOP):CJ3.3,21,(J6.3,2.51,(,17.2,2.5), 7-6 14-4-8 I 21-3 28-9 8>• 7-6 6-10-8 6-10-8 T 7-6 5x6 NOV 101993 1X4 1X4 2 4 4X6 4x6 1 LI 4X10 s 010 2.6 WEDGE 4X5 4x5 2.6 WEDGE i F. � 9-0 f 19-9 28-9 9-0 10-9 9-0 HL TO PK: 17-3-1 R. HL TO PK : 17-3-5 ,EFT HEIGHT: 0-4-11 SPAN: 28-9 RISE:9-11-11 RIGHT HEIGHT: 0-4-11 ==:a=�an�ee�esrr------a--oarrr=====-==-==mzecwwww��l ,OARING-L(PSFD MAX STRESSES MINIMUM GRADE OF LUMBER TOP 1-2=0. 795 TOP CHApRD:2*4 NO. 1&8 r GR DF-L 'Op 25 7 BOTT 7-1=0.878 BOT CHORD: 2*6 N0. 1&Btr GR DF-L ;OTT 0 10 _ DEFL. @7=0. 09 ( L/240 WEBS : 2*1 STANDARD GR CF-L ^_-a:ee!l wlGC le SPACING .p24. 0 in O'-� L•�r�C = --L-C-:L•a CGi TR, INC. : LUMB = 1 . 15 -PLATE = 1 . 15 B c. 'EPETITIVE STRESSES NOT USED NO. OF MEMBERS = -4-8 CANT. LEFT HEEL 0-4-8 CANT. RIGHT HEEI. - )ADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE ; 1 1.15 1.15 UAIFORM 1- S. 64 5- 1. 62 .B 3-•71 3-6 BRACED at 1/2 POINTS AS SHOWN ABOVE rteiUse 1x4 or 2x3 Cont.Bracing Conn.w/2-6d nails,or T-brace of sarr:e sire and grade as web conn, to narrow face w/10d nails 6 in. o.c RTES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A,446 GRD R GALVANIZED STEEL(EXCEPT AS SHOWN) _Ali MUST BE INSTALLED ON EACH FACE OF JOINT, 3YMIETRICALLY(r7FPT AS SHOFM)DESIGN CDNrORMS WITH NDS DESIGN SPECS, UBC-ICOO,TPI-91 IIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMAORARY ERACING(WWICH IS ALWAYS REOD)CONSULT BLDG AR041TECT OR ENGINEER. i r i r , A.w.w'' '�•' _ .....,•rk:fllNAY,a...:,. .. ..,, ,, +.+'., Yq-i�e,,+„J,Vf�,ro'!.«,w,... '' re -Cus omer KEYWAY-RECREATION-CENTER wed Nuv lU lU: 24: 49 199,3 Pro Oct #: 181 Truss ID : R5 Family # : 117 g �- Quantity : 2 To Pitch Seat cut -1 Bo pitch rr��+ w�rrrrrrrrrrr=-==-=�-=axzrrrr�rrrrarrrrsa^:ea:arrrr�rrrrriyr�rrrm�xrsr aarm�r..� TOP CHORD 001 0M CHORD WEBS REACTIONS - SIZE APPROVED FOR MI INC. 1-2■-162 7-B. 0 2-10--174 1--217 5.50 p1tQr 2-3■ 203 8-9. 367 3-10•-1122 7■-217 9.50 3-4■••741 9-10. 367 3-9. 269 10.-978 3.90 4-5--741 10-1. 0 4-9. 373 8+478 3.50 54- 203 9-9■ 269 1 \ 6-7--162 5-8--1122 r 6-8--174 _ K � UTE OFFSETS (X.LEFT,Y-TOP)t[J2■2.5.t^1.EJ6.2.5.2),(J904,2], 2-4-5 !T14-4-A -._..21-4-11 .1 21 -----; 7-4-5 7-0-3 7-0-3 7-4-5 � Nov 101993 1 4x4 3X4 30 9x4 3 s SX8 ry 3 �X4 a 3xtt 1 � a 5 14-4-8 - —y-�-4 —T 8-9-4 8-0-4 -7-4 EFTLHEIGHT:O?4311 SPAN: HTRRNAL RISR#SE69311-11 RIGHT HEIGHT:O?4311 . ec===m�rrrrrrrrrrrrrresa==�-s=srrsasrrsrrrs�Gas=!lsQC=�Ci-OlCYSCClsrlSrrCC�=army=._.s GOADING (PSF TOP ST3EJSES MINIMUM GRADE OF LUMBER r0 711 TOP CHORD: *I NoABtr GR DF-L COP A BOTT A-1 0=0.320 BOT CHORD: No. 1&B r GR DF-L 30TT 0 1 DEFL. @ =0.02 ( L/240 WEFTS *4 STANDARD GR DF--L x=w INCwrrLUMBr.r1 . 15 PLATE ayrr;TR ;s15ereserra==-'SPACING-r 24.0in. o. c. 2EPETITIVE STRESSES USED NO. OF MEMBERS = 1 )-4-8 CANT. LEFT HEEL 0-4-8 CANT. RIGHT HEEL IMIDE 2'4 CDNTINLUOUS PACING AT BOTTOM CHORD NOT EXUDING 10' O.C. OVER DROPPED BOT1U1 CHORD AREAS WIFRF CEILING IS NOT APPLIED. I SUITES ARE MITEK M20-188,147 MtNVACTURED FROM ASTM A 446 CRD A GALVANIZED STIEL(EXCEPT AS SHM) PLATE MJST BE INSTALLED ON EACH FACE OF JOINT, SYMETRICAI.LY(DXCEPT AS MUN)MIGN ODNFORMS WITH NDS DESIGN SPECS, U0C-IC9O,TPI-91 j THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PvRI4AIIENI AND TEMPORARY BRACMW tCH IS ALMAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER, i *404 7911 1111 I i I I I , ,y �1 • 4 I NOU 10 '93 19:49 FR:_r1 H I TEK I NDI_I QTR I E'n TO 5036688115 PAGE.001 I ===< < < <A.(:.E.S Version 6. 0> > > >-e,m-ma-mamas466543man-= ' [ ]_ < t < < 1'ECNA> > > >=_= I Customer : KEYWAY--RECREATION-CENTER Wed Ov 10 10: 24 : 10 1993 Project #: 11 (U�1p Truss zD R6 Famiyo # 22 Span 43-6-8 Quantity : 6 Tot Pitch : 8 . .12 Seat cut 0-10 Bo pitch : 4 . /12 =a ssssamsc.:=asses-mss===vo.a-m===msz=======seed Oman ama===OOpmssmsssa==.=a:=xs_a-�m=ma- TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INC. 1-2■-763 8-9■-362 2-13. 1436 1■-34 5.50 p$0 2-3--1463 9-10--362 3-13. 66 Be-" 5.50 .p_ ■ 3-4--796 10-11--908 3-12■-730 10■-2746 3.50 4-5■ 170 11-12■ 689 4-12= 862 C„ 5-6■ 170 12-13. 1459 4-11--1131 pd;} 6-7- 1035 13-1- 0 5-11■-622 7.8. 448 6-11■ 1278 � 6-10=-1983 7-10--603 q ON 7-9= 154 �► ,� PLATE OFFSETS 12 f -4 - 21-11-8 -11 35-11 43.6- 7-2-4 7-2-4 -7 5-11-8 8-0 7-7-8 as 04 NOV low 4X5 3X5 4 ! 3X5 3X5 5XIS 5X6 62 13 11 x6 I '30 4X S 4X11 OF 9X6 1X4 2X6 WEDGE «r 7-2-4 14-4-8 - - - 4 r 7-2-4—� 7-2-4 -7 3-11-8 8-0 7-7-I5 L. HL TO PK:�6-4-11 INTERNAL RISE:4-6-i R. HL TO PK :25-11-4 LEFT HRTGHT! -4-11 SPAN:43- -8 RISE: 1 -0-6 RIGHT HEIGHT:0-7-11 Ms�wlC=oss-.ass sa sa s=ss mem mmmmsa=m�sssrll��►��rasasaa====am m unum"m won"�mmmmmmammm a m Ws. LOADING (PSFI MAX STRESSES MINTOPIMUM GRAPI CHORD: ONO. &BEttr GR DF-L BOTT 2 10 DEFL. @13�� 16420E 240 WEBSCHORD:i*4 ST STANDARD GR DF-L t 00_ _ I : 4 TANDARD GR DF-L STR=INC. 'SLUMB==�1m15= PLATE r=�1 . 15� SPACING�s 2410 ino.�.ca=====____ ' REP1�'TTTTVE STRESSES USED N0, OF MEMBERS : i _ WEB: 6-10 TO BE 2*4 No. IWr r GR DF-L R WEB 3-121 4-111 6-111 7-11 BRACED at 1/2 POINTS AS SHOWN ABOVE WEB 5-111 6-10 BRACED at 1/3 POINTS AS SHOWN ABOVE Note-Use 10 w' 2x3 Cont./rarang aonn.w/24W na ils,a' T-brad of saws size and graft u web conn. to narrow hd w/10d nails 4 1n. o.a: �. PLATES ARE MITEK M20-186,147 MANUFACTURED F4a ASTM A 446 CRD A CALVANIZED STEEL(E)CEPT AS SHOWN) PLATE MUST BE INST#LLEO DM EACH FACE OF JOINT, SYMIIETRICALLY(LXCEPT AS S110I#1)DESICJI CONFORMS WITH NN DESIGN SPECS, USC-IC9D.TPI-91 TWTS KSTC.N IS FOR TRUSS FAARICATION ONLY,FOR PERMANENT AND TFMPORARY BNACING(141101 IS ALWAYS REOO)CONSULT BLDG ARCHITECT OR ENGINEER. 1 NOU 10 153 15:50 FROM MITEK INDLISTRIES TO 5036688115 PAGE.00-3 a --=c ( ( CA.C.E.S Version pp) ) ) )--a--------w[ 466545 1sa=a=-----a-( C ( (TECNA) ) ) )=== Cusomer KEYWAY-REC CATION-CENTER Wod Nov 10 1Q: 25 : 25 1993 Pro e,;t M: 1313 Trus zzD R6A Family # 22' Spa 43-� Quan ity ' 5 To Ptch 8. 1. Seat cut 0-5-8 Bot pitch r--------a---------------nnaawa------w--v-sl-wnwr=c- -_�aww�4ews-ww-' -- .b'. TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR 1-2--768 8-9■-239 2-13■ 1395 14-833 5.50 2-3--1624 9-10--309 3-13- 34 804S 5.90 � 4 3-4■-820 10-118-850 3-12■-670 10•-2675 3.50 4-5. 133 11-12■ 719 4-12. 857 5-6- 133 12-13- 1424 4-11--1127 6-7■ 969 13-1. 0 5-11■-581 7-82 363 6-11. 1236 6-10--1932 ' br�� 7-10--600 d� 7-9. 164 O. 1 PLATE OFFSETS (X.LEFT,V■TOP):[�2.3,Zj,(33.3,1,3].[J4-3.1.5].[�6.2,1.5].[I7-2,1.sj,[�11-4,2.5J,(J1243,2),�a13-4.2. ti 6-9.12 1 - 14-0 21-7 — 27-5-9I 35-6-9 _F..� 6-0-12 7-2-4 7-7 5-11-8 8-0 -7-7 NOV 10 t 4X4 S 1 4X4 3X5 3X5 3i5 3 7X6 5X6 6X6 = i 13 tt 4X6 4X0 10 g 5X6 1X4 1 2Xs WEDGE r -12 7-2-4 7-7 5-11-8 8-0 7-7-8 j L HL TO PK -11-4 : NTRNAL 7ISE:4E6-5-0-F R. HL TO PK • 25-11-4 L*FT HEIGHT -7- 1 SPANRIS .1 RIGHT HEIGHT:0-7-11 ARM LOADING (PSF MAX STREJ! S MINIMUM GRAPE OF LUMBER L TOP 2�- - .801 TOP CHORD:2*4 No.1 a r GR DF-L TOP l 7 BOTT 12-13=0 404 BOT CHORD: *44 No,1 B r GR DF-L BOT7+ 0 10 DEFL.612 0.0� ( L/240 WEBS 4 STANDARD GR DF-L s.sa--xcs:a2c=as=-sa--nrwwr-wa.Yrrsr-- ===aw 3TR. INC. : LOMB 1 .15 PLATE - 1 .15 SPACING • 24.0 in 0. C. REPETITIVE STRESSES USED NO. OF MEMBERS • WEB: 6-10 TO BE 2*4 No. 18Btr GR DF-L WE$ 3-12t 4-11t 8-111 7-10 GRACED at 112 POINTS AS SHOWN ANNE WEB 5-111 6-10 BRACED at 1/3 POINTS AS SHOWN ABOVE NotstUse 1x4 or 20 Cont.Nraclttg coim.M/2-4d nalls,or T-bract of agar site and graft an web Bonn. to narrow fwn w/10d nails k in. o.c PLATE$ ARE MITE,: 420-186,147 MANUFACTURED FROM ASTM A 446 MD A GALVANIM STUL(E)OEPT AS "M) PLATE FUST 81 INSTALLED ON EACM FACE OF JOINT, Sy""ICALLY(DaPT AS SHONN)MI01 CON Q" NITM ND0 DESIGN SPECS, UK-IC5O.TrfI-91 THIS DEIGN 13 FOR TRUSS FABRICATION ONLY.FOR PERIWDff AND TEMPORARY MAMIG(MIICH IS AU(1AY3 R)CONSLT NA AACHtTECT OR ENGINEER. `--<<<<A.C.L.S Version 4UJU.71 Cppus ogr KEYWAY-RECREATION-CC3NNSERIID a1 Fri 05.11045'49 1993 8p°a6 #i 27-3 quantity 1 Top P�tch 8./12 1 ■sssssslr.rrrrrrrsrsssssssswrrs:rQrssrsrsssssssss=mirror==Top Pitch,rlsssssQ�esrssir TOP CHORD 611TTw Om WEIIS R2ACTIONB - SIZE APPROVED FOR KITEK DIDUSTRIES INC. 1-20-2021 b4. 1605 2-7■-37A 1■-1577 2-3--1658 6-7. 1127 3-7. 92. 54-1677 5.50 P 3-4■-1656 7-1. 1686 3-G. 923 4.5--2021 4-6--3781 1 ti UTI. OIORO SPLICESI6-7.6X51 'LATE OFFSETS (X■LEFT�1l•1OF')�IJ9■3.2),IJ6•1.1.5),IJ7■2,1.6), 27-3 -1- 6-6 55s NOV 08 1993 i 114 114 v 416 415 Mw 4x 10 3is 03 010 2.6 WEDGE tx4�`r`�P\ 2*6 WEDGE 9-0 9-3 9-Q HL TO PK:16-4-8 R. HL TO PK : 16--4--8 ,EFT HETGHT:0--4--11 SPAN:27--3 RISE:9-5-1 1 RIGHT HEIGHT;0-4-1 1 trfis■!lwosnrw..=r�■erlssss�lta�wrnrr r�QsaQrssssswrria=at:srrrrrsrs!!!!!!ilrr.-Qrss�rQ ,OADING (PSF �MpXXXp STRE SES 11gg M�IpNIMUM GRADE OF LUIX.B R '8p Z 77 TQP.- 1- r$g� 65 BOT CHORD: *4 No. 10 r GR DF-L IDT.^. 10 ' -'.03a0.OA/ < L/240 WEBS 24 STANDARDDGRLDF-L ,!l.,.rrr,-llw =rYrrrlr4Rr�[rrrnr�,rrQiliQlaI000C Q6lislsrrrrr irrrrrsr IInCir'3nCQrrl■r Qri ;TR INC. : LUWJ - 1 15 PLXTE - 1 . 15 SPACING : 24.0 ini o. c. (Ekh11ITIVE STRESSES NOT USED NO. OF MEMBERS - )--4-8 CANT. LEFT HEEL 0-4«-8 CANT. RIGHT HEEL 00TWO MESS INCREASE LOAD214 PANT(L(PLF) / ,10IM(LSS) 11WER PLATE TYK 1 1.15 1.15 UNIFOW 1- 6- 04 S- 1- 92 ES 3-71 3-6 BRACED at 1/2 POINM AS SHOWN ABOVE bta1UM 10 or 2%S Cont.Brsolnp conn.wj2 nslls,or 1`4wws of ami ■1aa and grads as web Gorr. to narrow face w/10d ru11s 6 1n, o.0 CATO ARE MIM M2D-186,147 MANUFACtUREB FIM ASTM A 446 ORD A GALVANIZED STEEL(E)CEPT AS SCM) 9..ATE MUST DE INSTALLED ON EACH FACE OF JOINrq SYMITRICALLY(DCM AS SHO N)OESIGN MNFOOM WITH NDS DESIGN SPECS, U9C-IC80.TPI-91 HIS DESIGN IS EOR TMM FABRICATION ONLYJFOR PEAIiU1FNT AND TEMPMARY SRACING(WMICH IS ALWAYS REOD)CONSULT BLDG AR01ITECT OR V41WER. ,z, w i ,F< y NOU 08 '93 1 i:2'., FR(1M M t TEI< INDUSTRIES TO 5036588115 F'AiaE.©©2 1 ■--( ( <<A.C.E.S Version 6. 0> > > >...f■■■■■n--( 463045 J-===ss=-ff:e( ( ( (TECNA) > > >=__ CusOmer KEYWAY-RECREATION-CENTER Fri Nov 05 11 : 18 : 31 1993 k' Pro ect #: 1010 Trus ID : R1 Family # : 117 Spa 27-3 Quanity . 7 To Pitch 8 . /12 Seat cut 0-5-8 Boo pitch : 4, /12 ■=fffefffef■off=f==asoaaafaa==f=ffetefr===-zvisfffe�a.aa�-a-zzssfwfamoar--�n�_��=-�- n� TOP 0 0RO BOTTOM CHORD HESS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-20-2820 5-6. 2448 241.. 85 1--1144 6.50 2-3.-1970 6-7. 2463 2-7--699 6.-1143 5.50 , 3-4--1970 74. 2463 3-7. 1760p pA0 4-S.-2920 8-1. 2448 4-7--G99 ,. 4-6■ 85 LATE OFFSETS (X.LEFT,Y■TOP)i[j2.3,1.3J,(J3.2.5,21,[i4-2.1.S),[37■4,21, 27-3 ` 6-1i 13 9-7- 3 /-11 -11-1 NOV 08 X93 3 5 315 08 416 44 1!!4 418 3X9 3X6 2.4 WEDGE 2+4 WEDGE • - 2D-3-3 -1 •1 6-7-11 6-7-11 -11-13 HL Tpp PK: 16-4-5 JNTIRNAL RISE-4-4-1j_11 R. HL TO PK : 16-4-g EFT HEIGHT:0-4-1 SPAN: 7- RISE:9-5-11 RIGHT HEIGHT:0-4-11 ■eoe Enff feu=-a-a=:==one■ ■■eeeeeeff=-z--zelefeeffe=========fe■■■C4 Ron MING a�'1►DING L(PSF TT px ST1RE Sf S MII HMO 0 E OF L MB R 0P Z5 7 H TT 6- ■p�51 HOT CHORD: * No. &Br �R DF-L OTT 0 10 OLFL.@7-0. L 240 WEBS DF L � * STANDARD GR AF-L r=aa=f=f=fneeeerrf==-=:zarza=zf=.neeeeefre==x-szof=feppe■eef=zs=s=f==ansa===mzs SPETITIVELSDTRESSE9 USEDLAiT11 ■ 1 . 15 NDACOFGMEMSE4Rs i"i o, C. -� -4-8 CANT. LEFT HEEL 0-4-8 CANT. RI'3HT HEEL TEs PROVIDE FOR 0.30 IN. HORIZONTAL DISPt� AT ONE "CARING ATES UtE MITER M26-186,147 MANUFACTURED FhOM ASTM A 44 W A CALVMM p STRL VW, AS SHObN) ATE KIST BE INSTALLED ON EACH FACt OF JOINT, $rAtTRICALLV(ERI3:P1 AS "")DnjgN f)ONFOtelt4 WITH NO3 DESIGN SPECS UBC-I IS DESIGN C80,TPIDESIGN IS FOR TRUSS fA81UGTI0N ONLY.Fgt PEAMANEIfT A -91 NN Torak RY 6RACINB(MICH IS ALWAYS REQD)OONSUI.T BLDG ARCHITECT OR ENGINEER, � t RIM NOU 09 93 10:24 FROM MITEK INDUSTRIES TO 50366991,15 PAGE.003 I _=1=< < < <A.C.E.S Version 6 pp>> > >-wrr-wffffwf[ 463046 1wwwfffr#wwww< < < <TEC�IA> > > >=_- Cus Omer : KEyWAY-RECRPRTTON-CENTER Fri Nov 05 11 : 08 1993 Prj ect #: 1 o10 Trus U : RZA Family # : 10 Spe Z7-3 Quan i y : 1 Top Patch 8 . 812 I ■rfw#w##-wwrwv=oc3arrwwwff/#f-#t#wf#/f#fffffArataaass==awrwfwwwrsa�asaaa�-z�imzs� TOP CHORD 00110!1 CHORD WEBS REACTIONS - SIZE APPROVED FOR MITER INDUSTRIES INC. 1-2--1485 6-6. 1231 2-7--360 1■-1147 5.50 2-3■-1297 6-7. 634 3-7. 563 6.-1147 6.60 PR 3-4.-1297 7-1. 1231 3-6. 563 4-6+-1486 4-6--360; OTT CHORD SPLICESc6-7■3Xbs � �� R . - t -0 6-7-e 7-0 - 414 Nov o8 1993 114 1114 I 416 416 3x10 314 04 axe 2•e 1tEocE 2•8 WED09 9-2-a 1S-a-A 27-3 9-Z-8 8-10 9-2-6 �. HL TO PK:�6-4-� R. HU TO PK : 16-4-8 DEFT ;RRTOHT': -4-1 SPAN:27-3 RISE:9-5-11 RIGHT HEIGHT:0-4-11 ` •##waawwwwwwwwawwsa...--rffVffwwwwi.waww-wwti�,,rwwrrwrwwf#ffffw#wwww-wwrwfwwwwwwwwww- ,: GOADING (PSF1 p ,9T�tE119 5 � MINIMUM OPIC ORD 4 OF L]B X (3R AF-L 3011 2 1 D$)'L.!7-0� < L/240 WEBSCHORD:z*44 I? JB OR OF-L 4-###.-wwrwwwwwwwwwwwrw ###ffffffffffff#wwwwwwrwr--z=ss._=�___�-awf aaraaca_ RR INC. : LUMB f 1 .15 FrATE - 1 . 15 SPACING : 24.0 in o. c. RERTITIVE STRESSES USED NO. OF MEMBERS +• j 0-4-8 CANT. LEFT HEEL 0-4;O CANT. RIGHT HEEL SEB 3-71 3-8 WAM0 at 1/2 POIKM AS NW AM btuuss 1x4 or W Cont.G►seing conn.w/:-4d mails.er T-brsos of sans 0120 and grads d web conn. t4 narrow fw* v/10d nails 6 1n, o.c SLATES ARE MITIN M2O-1A6,141 v, "ACT=0�r" ASTM A "I ORD A GALVANIZED VUL(D�1 AS SHOW) G "T? MUST K INSTALLED ON EACH FACE OF INT, 6MM MJC LLY(VQpT AS gOM)MIa1 COW01M'IS WITH NOS OESI01 SPECS, UW.-IC80,TPI-91 r►1IS MIM 13 FOR TOM FABRIGTiON QKY4FOR PERIWIENT AND TEf CRARY M CING WICH 13 ALWAYS REGO)CONSULT M ARCHITECT OR ENGINEER. ..,..,,-wa«.av�winwwa�ta�s sr v xc.,�rr .. r •,�:,, `i. tE. TY 4 ,..v w.,yt...:.+ew.H111;,. .. ':!•D4u.+.Y .sr.;r.eM,i •.,•..., , ,,._,. .,.,., .. .. � ,. .ZY Y�'..'3�1',&,hNtKm.. o-,. ... ..... a I) << <A.C.E.S Version 6. 0> > ) >rara====rrwsj 466309 NNA> > ) >=.a ! Customer : KEYWAY-RECREATION-CENTER R2 Familov#10 0 b 5 :43 1993 Pro ect N: 01Q t 66 Trust ID Spa 6- Quan .ity 4 Top Piy tch 1 ? aalsrlrrrwrrsc.c==arsls�,rsraccarssssrasalsrrt:rem=::rrsrrr=crrswrr===rrsz=MEE TOP CHORO BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDLJSTRIfi INC. 1-2--1349 6-6- 1084 2-7--283 1--1044 5.50 9-3a-1192 6-7- 757 3-7. 479 5--1044 6.50 3-4--1159 7-1■ 1084 34- 479 4-5.-1349 4_6-_283 �q,�,1G1 P ITT CHORD SPLICESt6-7.3X61 ATE OFFSETS (X.LEFT,Y-TOP)t(j1■3,4],(35.3,4], e_ ON 414 NOV 101993 R 174 114 7>�6 7J6 3f4 3N 2X8 WEDGE 2X6 WEDGE 9-10 17-12 6-5 F 8-10 6-10 8-10 a F'FTLHHOGHTi0g7-112 SPAN:26-6 RISE:9-5-11 RIGHT HEIGHT:057-112 ===a=na===mar won mom rl:raraza:a==a==========rrarsrrsss!lrrrrs:c====mvva JADING (PSF� MAX STRESSES MINIMUM GRADE OF L�jMafR L TOP 1-2!0.505 TOP CHOR - * No fl' rGR DF-L OP 25 7 BOTT 5--6x0.477 BOT CHO No. 1&Br GR DF-L OTT 0 10 DEFL.97=0.04 < L/240 WEBS *4 STANDARD GR DF-L ssswswrsrwtrrrsrrsrrsrsrr:n.rsrrrwrsssosrsss!!lcarat=cam=======a=:rrarlslrra==== y rR. INC. : LOMB 1 . 15 PLATE 1 , 15 SppAC NG 24.0 in. o. c. EPET�ITIVE STRESSES USED N0. F MEMBERS = 1 B 3-7; 3-6 8AACED at 1/2 POINTS AS SHOWN ABOVE UsUae 1x4 or 24 Caont.6racing oonn.w/2-4d nsils.or T-brace of saws site and grade as web conn, to narrow few w/10d nails 6 in. o.c ATFS ARE HITEK M20-186,147 MMAJFACTI.ND FROM ASTM A 446 GRD A GALVANIZED SML(D=PT AS SHOWN) ATE HUST 8E INSTALLED ON EACH FACE OF JOINT. "WMICALLY(E)CEPT AS &OWN)DESIBN CONFORMS WITH NDS DESIGN SPECS, U9C-IC8V,TPt-91 iib DESIGN 18 FOR T2uSS FASRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS AL1nUYS ")MNSXT BLD6 ARCHITECT OR ENGINEER. ;errs NOU 09 '93 10:30 FROM MITEK INDUSTRIES TO 5036689115 PAGE.013 ■!!< << <A.C.E.3 V@ Si0 60)>))==wwwswr=ww!( 463056 law!!lmwrlw!!( ( < <TFCNA> ) > )w== Customer : KW Y-RC171TION-CENTER Fri ov 05 11 . 25: 11 1593 Project #: 1�j1Op Trus : SE9 Famiy # : 10 Span 19-9 QuaniID ty : 2 Top Pltch : 8. �1 ?. zazmaa=co==_ ___=�-==-=sasatsacn===;===ar=ts:arszaazzzasrraararw>as=a..�=czcc:e--as!! , TV CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK. INDUS RIES INC, 1-28-1018 5-6w 643 2-6w-275 1.$S2 5.60 2-3•-744 6-10 V3 3-6. 517 b•-d32 b.60 3-4-744 4-6•-275 4-b■-1016 N 4 TO 1 5-0-1Q 4- X14 4. 4 •1 C.1�� 4X4 NOV 0 8 03 i 10 1X4 2 a 3X4 3X4 5 go 3x10 3X8 2e$ 19009 3X8 P 266 1EDOE 11 pp 9-10-5 9-10-0 1 *FTLNEOIGHT:; 4-111l SPAN: 19�-9 RISE:6-11-11 RIGHT HEIGHT:014 117 ■r r!a�l a s r l r r r r r r w r r w r wl a a r�f a a a r a w r r s!!!s!!!!!s w r a!r!r r r a a a s a 2 a er a s 1r&a a a a al r r r a a a a �OAOING (PSF UMBtR p STRESSES 61 TppMINIMUM GRAPE C}jpRD 4 ONoL111tr 0R DF�-L 30TT 10 ITT E -0. 11c11L/2.40 WEBSCHbORD.3*444 STANDARD GR DF-L •lrwrwwwrrwwwrwrraasaana>cal�rrwrrarrnrllrarfalaralsswrwasrsawsraaar.�esas�aarrwewllwsr EITL1S1 ! 1 .15 4in o. cRPETINEUUREEAUSED NO. OF MEMBERS . 0-4-8 CANT. LEFT HEEL 0-4-8 CANT. RIGHT HFFL PLATES ARE MITEK K20-1861147 N41/l►ACTIJUD PRON ASTM A 448 60 A GALVANIZED STEELEXCEPT 13 SHO*, 'tATt MW BE INSTALLED ON FACH FACE OF JOWT. SYWMICALLY(EXCEFt AS * M)MS Q MWXMS MATH NDS DEE31ON SPEGS, LW-ICBO.TPI-41 THIB DESIQSN IS FOR 711M FABRICATION ONLY.FOR PERMOM AND TEMPORARY BRACINR(WHICH IS ALWAYS REQD)CON XT BLDG ARCHITECT OR ENGINEER. I i ,f ti r . ., .. 'sem '7 v NOU 08 '93 10:30 FROM MITEK INDUSTRIES TO 5036688115 PAGE.012 ■ff(( ( (A.C.E.t^1 VO 8i4,�_l RQ>>>>---w—m-awf[ 463055 llffrrw=w=wmm( ( 4 (TE('NA> > > >=== Gus omen KK yW X-REG TION-CENTER Fri Nov 05 11 : Z4 : 37 1993 Pro ect #: 11 1pp Trus D gg9 anvil N 10' Span 1 -4-8 uani 9 p Q Y Top Patch_ : 8 . 12 r tit* CHORD ffl 0011 CHORD + 2 6�7! -s-----..-w! 1REACTI�SD�!SI40smxxx!!!rflAPPWED FOR MITEK IND RIES INC. w� -20-970 "s 738 2-0497 6-1. 804 34■ 464 S.-SDS 5.50 3-4--697 4-E--194 ► A . . d 9-0-10 4-9-14 4-9-14 4-8- C. 4x4 NOV 08 IN 1X4 1x4 3X4 ex6 t � 3110 4 z•e r1EDN axe 2XI WEDGE 9-10-• g-6 HL TO PK: 11-1 -7 R. HL TO PK : 11-5 *FT HEIGHT:0-4-11 SPAN:19-4-8 RISE:6--11-11 RIGHT HEIGHT:0-7-11 r--szx= aS-zaz-zf.-nun!ff f!w!-lz--zs-mAmmmsmsns-=sz-sorsa--.�__ GOADING (PS? STRESSES 6 MINITOPMUM G E4 OF LUMH 'R GR COP 2 -1- •49 S BOT CNORRDD' *4 No.11M CiR DF-L ' 10TT 1 D�.O -0.0� < L��40 QOEBS :2*4 �TANDARD GR DF-L rTT.l-l-CC-..=-�( m;><fzz:a-a=allVffffffffffffffffffllffffffffffaflf---:sss-==== EP�TiT NEDLRTE ! 1 . 15 SPACING 24.0 in o. C. =-az.ma_ STRESSESUSE NO. OF MEMBERS f )--4-8 CANT. LEFT HEEL ''AT11 Mt n AN W IKI L11D,Q147fA01 AQ O�AMr� �IWlY(D�[ l AASSISiMN)DISia 00� MITM' NDS MIGN SPEC.9, UW_?C80,TPI-91 11IS DESIGN IS FOR TRUES FA4QICATIDN Owv. FOR KwAmrXT AND TFlWOtOV SRACCUG(MNICH IS ALWAYS READ)CONNILT BLDG ARCHITECT OR ENGINEER. i w k 5 1 NOU 09 '93 16:41 FROM MITEK INDUSTRIES TO 5036689115 PAGF,002 •_=< < < <A.C.E,S Version 465323 ___====< < < <TECNA> > > >— 1 Customer : KEYWAY-RECREATION-CENTER Tue Nov 09 09 : 45 : 31 1993 Pro ect #: I Truss ID 7 Famil N 105 p 121-8 QuntxtyTop Pitch 4. 5/12 +� ■z==srrrrc===carr=r==rr===xrsr+w====awrr==arao=a=react-=asrrsrrrx=.c•��remx=nrrrvr TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITFK INDUSTRIES INC, 1-2.-7468 5-6. 6973 2-0. 1535 In-3592 5.50 2-3.-5084 6-7. 6973 2-7--2402 6a-3592 5.50 3-4--5084 7-8- 6973 3-7. 3324 hep PROD 4-5a-7458 8-1■ 6973 4-7.-2402 4-6. 1135 KI . l PLATE OI'FSETS (X-LEFTY+TOP)t[J2-4,1,5),[,13.4,2),(,14.3,1.5), , +r 1�, ■ d� C. � � •4- 1 � id-9 4- -10- 3-10-3{ axe 3 Nov 09 3x7 3x7 3x7.7xe 7xe.3x7 , , s Li LLj— "a ■ ! t 3x10 axe 3x10 12-2-11 4-6-5 3-10-3 3-10-3 4-6-5 - L. HL TO PK:8-11. 5 R. HL TO PK : -11-5 ' LEF_T__HEIGH: • NOO 09 193 16:41 FROM M I TEk I NDL ISTR I FS TO S0366eP 11 C PA�E,nc�1 • i E ==-< < ( <A.C.E.S Version 6. 0> > > >===•s..=_=�� f Customer : KEYWAY-RECRiATION-CENTER 465322 =< < < < �ECNA> > > )s.. t Pro ect #: 1010 Tue Nov 09 0 : 45 : 0) 1993 0 8 Truss H : R8 f Familyy � 11 I Seat cut : 0-9-g Quanti y 7 To It 4. 12 > O MTO.CCH=OR- 9.._BOQT.TD.M O C====-W.-.. - ===-..w•=====C_---= ===..CHORD WEBS REACTIONS - SIZE A_PPR _� A�Qc� INDUSTRIES=I_NC=.1-2• 637 3-4. 542 2-4. 410 2-3- 637 4-1. 42 3--429 5.50 1429 5.30 lb ;LATE OFFSETS (X■LEFT,Y-TOP)t(J4■3,2], I�p 10_ 5'4 5-4 4X4 I' ' NOV 0 91993 b 3X4 3X4 4 5 x 6 '`'•,�, ,4 2x3 WEDGE 2x3 WEDGE 5-4 15-4 5048 ---# k HL TO PK:6-4-1 : -44 1 EFT HEIGHT:0-4--11 $PAN:fONTRRNAL RISRISE:3311-6 RIGHT HEIGHT:O-4 11 FADING (PSF) MAX STRES$SES MINIMUM GRADE OF LUMBER 5L D TOP 1-2=0. 05 BOT CHORD:2*4 No. 1&Btr GR DF-L OTT 20 10 TEFL. @4*0�0'l < I,/240 WEBS HORD,i*44 No. 1&Btr GR DF- L S'T'ANDARD GR DF-L TR. INC. : LUMB = 1 . 15 PLATE - 1 . 15 .a.s. SPACING 24.0 in o. c. EPETITIVE STRESSES USED NO. OF MEMBERS = J ATES ARE MITEK M20-186.147 MANUFACTURED FROM ASTM A 446 ORD A GALVANIZED STEEL(EXCEPT AS SH") ATE MUST BE INSTALLED ON EACH FACE OF •FLINT, SYMIETRICALLY(EXCEPTP AS SHOHN)DESIGN OONFORMS WITH NDS DEMON SPECS, UBG IC80,TPI-9T IS DESIGN IS FOR TRUSS FABRICATION ONLY;FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCH W.-I OR ENGINEER. , f1 1 ««DRAW »>7'= r•�.:.: :_�r��_��=� [ C'ustomer :NKIYWAY- hli:<,'hF'A'1'ION-CENTS R 001. �� ,)�(?%1 �"i ��:i��ay9 1'r i. Nov lr Project 1:' 1.010 Truss ID : 1:8 Family �► 103' Span s 10-8 Quantity s 2 Top 1' tcl: N . 11 2 NOTES: 1 -GahlO Studs spaced at 24-inches-o.c.-^ - 1 � 2 -Brace ver.t.i cell studs in accordance with standard ge.bl to and t}tIl ,_)i 3 -cont:i nuous boari ng provided al.on entire bottom cf.ord 4 -Provide 1X4 plates at each end of gable stud unl a 3s of lievw i :.f- 11()i erl �-9-G a-G-1tE 8 G-1fA l-9-G 4);q MAP,,,..f� -_ .,.�•ti �1 3x4 axn 'r1'irgj 1:Li i i lilll!1(iTid I,Siiliill!ii i I i l Id :,,..iU idii: l!.I i'r,!I 1 � "'i---L:.I!,.,,h i .'•.C,..,) 6 r r !r 4 SH H i. )II. T(1 PX:cv-4-•1;t H. III, TO rX :r. I 110 LEFT 11F:1C:HT:b 11 SPAN:I"_U HISF113-11-6 I41(41T IIF:IGIIT:rf 4 11 ,C)ADING (PSF' MAX STRESSES - MINIMUM (.•RADE. Ul.' 1,ilh1k.E:l h ) TUR' CHURII: 1.* 4 No. 1 F.Is't ! c:I; 1)1'- 1, UE 25 7 BUT CHUB}): 2. *4 No. 10it.l iOTT 0 10 OEFL. @0=0 . 00 < L/240 WLfIS : 2*4 STANIIP.I;i) t'.1' OF I. TR.INC. : LUMB = 1 . 15 PLATE _= 1 . 15 - - _^ SPACING 24 . 0 1n . FPETITIVE STRI-,'SSFI ; 1 shf.) NO. CSF' MX'M1fl-jHS 1 MLS ARC M171K M?U-186,147 MANLIM 1URF1! FROM ASTM A 446 GRI) A GALVANIZED SIEEL(E)(CFPI AS SHOWN) LATI MUST HE IPISTAI I FU UN f ACII f ACI UI ,1U1N1, SYMMEIRICAI.I Y(EXCCPT AS SHOWN)DESIGN (..UNrUHMS W1111 '111S UI$IfN NVI L 11 W),1!'1.91 HIS DESIGN IS r6R IRIISS MMICAI}ON ON11',109 PLRMANE.N1 ANU TEMPORARY BRttCING(WHICH 15 AIWAYS RIFIU)CUHS!0I1 ltif% rW-111, CN IN611111 , c ��t11Fi!Wv Rtw tM�"Irw.+�.�r'�pOMAMl�lA1NNItiUk �AIAM'..:P py��y�, ry,tlM�,,y,�y,�NywM��l�Mt�ll . . 9MM'+mMirCr � ti ,p „ a' !4 i.t:, I' �,AY. { .41i 'l:'.„1�7N' y'i`" i,5��,.,;;� P"9R'•AI"� {il:, ,� �;1y, ,.. ''NAS r i r � tiw t aU t Y I tt M t Y aN Y t� 4` w� i } ,Y } ♦A r J. i ' 6 P" 3 gym.. 1� i n I4 fi ip M t♦ f♦ , - I I III Imp" NMI I � I� I� I ONE I I � WON� i I� I F. r q� ° • ,rqx " ,fit" .w-r:.. r,,ow> .;.. ,.. ' rr.. f � � .�',:' �.. „,,,r'N,hlMv�rip^nna...... ,.,,n4„,.r.•mPA�I'�'��-� ” • l r NOU 10 193 11:50 FROM MITEK INDUSTRIES TO 5036688115 PAGE.003 I _=(( ( (A,C-E-S Version 6. 0 p > >!! ========[ 465127 i Customer : KEYWAY-GARAGES Tue Noov 09 0 8: 59 1993 Project N: 11 TrusS , ID 3E1 TopilItch 60 12 • Span 20-0 Quanta y wr»===c===s!!■.■wwww�.!lsa====_==••,wrl.:ac===== APPROVED FOR MITEK INDUSTRIES INC. TOP CHORD BUTTON (MORD NESS REACTIONS - SIZE , 1-2■-1197 5-6- 1055 2-6--300 1--905 5.50 j 2-3•-986 6-1■ 1055 3-69 484 5.-905 5.50 3.4,4186 4-6■-300 4-5--1197 10 0 14-9-14 20-0_ ,1.0• i 5-2-2 4-9-14 ` 5-2-2 Nov t 0199 4x4 r 3 (x4 1X4 1X4 7 � 3x4 3x4 a 3x8 1 - 20-0 1 10-0 L. HL TO PK: 11-2-3ft. HL TO PK : 11--2-3 LEFT HEIGHT:0-4-7 SPAN- 20-0 RISE: 5-4-7 RTk:HT HEIGHT:0-4--7 =x ----ssaraaeaoloana�a�saa LOADING L(PSFb MAX STRESSES MINIMUM GRADE OF LUMBER TOP 1--2=0264 TOP CHORD: 2*44 No. 1&Btr r-" i:)F-L TOP 25 7 BOTT 5-6- 5: 52 BOT CHORD: 2*4 No No. GR DF-L AOTT 0 10 DEFL.@6=0.04 ( L/240 WEBS : 2*4 STANDARD GR DF-L a=PaSflITlalmaLlSI!!!!L!A.T!E!!.=!l1 . 15 s.lG..11vzaSalianasj �or.a. C. SNO. OFMEMBEkR LtTTNETREU PLATES ARE MITEK M2D-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOW) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, S"VRICALLY(EtCEPT AS 90M)DESIGN CONFORMS WITW NDS DESIGN SPECS, UBC-IC80,TPt-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENRINEER. r i f , =< < < <A.C.E. S Version 6. 0> > > >=___________[ 460909 1=====______=< < < <TECNA> > > >=__ Customer KEYWAY-GARAGES Wed FamiNov#03 11001 : 10 1993 Project #: 1011 Truss ID R1 Span 20--0 Quantity dd�/3_S Top Pi tch 6. )12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE ----_---APPROVE -- ---TRIES INC.-- 1 1-2-1197 S-621055 2-6--300 1--905 5.50 2-3--886 6-1- 1055 3-6= 484 3-4--886 5--905 5.50 4 �' G I -6=-300 4-5--1197 o 1-0 5-2-2 4-9-14 4-9-14 5-2-2 N O V 04 1993 4X4 J 1X4 1X4 3x4 3x4 w 3X8 f 10-0 ------�- _—ZQ4_ �__4 10-0 HL TO PK: 11-2-3 R. HL TO PK : 11-2-3 EFT HEIGHT: 0-4-7 SPAN: 20-0 RISE: 5-4--7 RIGHT HEIGHT: O-4-7 OADING L(PSF) MAX STRESSES MINIMUM GRADE OF LUMBER OP 25 7 TOP 1-2=0 . 264 TOP CHORD: 2*4 No. 1 &Btr GR DF--L OTT 0 10 BOTT 5-6=0. 552 BOT CHORD: 2*4 No. l&Btr GR DF--L DEFL. @6=0. 04 < L/240 WEBS : 2*4 STANDARD GR DF-L -------------------------- 'IR. INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING =24 . 0 in. -o. c. ==-=_____ EPETITIVE STRESSES USED NO. OF MEMBERS = 1 TES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEELkEXCEPT AF SHOWN) TE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPEC5,, UBC-ICBO,TPI-91 IS DESTrN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TFMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER i 4 i I Ir;k i 1 , I: NOU 10 193 11:50 FROM MITEK INDUSTRIES TO 5036688115 PAGE.002 * =< < < <A.C.E,S Version 6 .0> > > >= --========( 465126 ) -=----------< < < <TE NA> > > >w=- CuS Omer : KEYWAY-GARAGES Tue Nov 09 08 ; 8: 17 1993 Pro act # : 1011 Truss ID R2A Family # 10 SPN : 40-0 Quantity : 3 Top Pitch 6 . 12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK !NDUSTRIFS INC. 1.28-2888 7-8- 2557 2-10--334 1.-1745 5.50 P' 2-3--2607 8-9- 2120 3-10. 49, 7--1745 5.50 3-4.-1825 9.10. 2120 3-9--706 r 4-5--192S 10-1. 2557 4-9. 1216 5-6--2607 5-9--706 1 r 6-7.-2988 5-8. 492 6--8--33d { TOP CNORD SPl_iCES,2-3.3X6;5-n.3X6; ' PLATE OFFSETS (X■LEFT,Y-T0P)t[)9-4,21, 1 C. 1-0 7-o 13-6 20-0 26-6 33�RF 40-0 7-0 6-6 6-6 6-6 6-6 7-0 4+4 �K4`-rte,) NOV i0S 3x4 3x4 3 S 1x4 1X4 E 2 3x5t6X6 6X6+3x5 7 10 0 3x4 SX8 3X4 2X3 WEDGE 2X3 WEDGE29-9 40-0 I 10-3 9-9 9-9 10-3 L, HT, TO PK: 22-4-5 R. HL TO PK : 22--4-5 LEFT HEIGHT:0-4-7 SPAN: 40-0 RISE: 10-4-7 RIGHT HEIGHT: 0-4--7 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER ]a TOP 1-2-8p , 648 TOP CHORD: 2*4 No- 1&8tr GR DF-L TOP 25 7 AOTT 10-1 -0.780 BOT CHORD: 2*4 NO, 1&Btr GR DF-L BOTT 0 10 DEFL.C89=G. 7 ( L/240 WEBS : 2*4 STANDARD GR DF-L STR. TNC. : LOMB = 1 15 PLATE = 1 . 15 SPACING • 24. 0 in, o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = ? WE8 3-91 4-9; 5-9 BRACED at 1/2 POINTS AS SHOWN A80VE - Note,Use 1)t4 or ?x3 Cont..Brselnq eonn.w/2-0d nalls,oe T-braes of Sam sirs and grade as web conn. to narrow /ace .r/lOd nails 6 in. o.c PLATES ARE MITEK M24-186,147 M&NUFACTURED FROM ASTM A 446 GRD A GALVANIZED $TEEL(EXCEP7 AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)OESIGN CONFORMS WITH NDS DESIGN SPECS, U9C--IC80,TPI-91 THIS DESIGN 13 FOR TRUSS FABRICATION ONLY.FOR PERMANF_NT AND TEMPORARY SUCTNG(411CH IS ALWAYS REQO)CONSULT BLDG ARCHITECT OR ENGINEER. .o Laill `'� � A ===< << <A.C.E.S Version 6.0> > > >============( 460910 1============< < < <TECNA> > > >=== Customer : KEYWAY-GARAGES Wed Nov 03 11 : 01 : 42 1993 1 Project #: 1011 Truss ID R2 Family # 10 Span 40_0____ _____ Quantity --__-3___---_ Top Pitch 6. �12 TOP CHORD BOTTOM CHORD WEBS^ REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2--2888 7-8- 2557 2-10--334 1=-1745 5.50 2-3--2607 8-9. 2120 3-10. 492 7=-1745 5.50 I 3-4--1825 9-10. 2120 3-9--706 � ,D P 4-5--1825 10-1. 2557 4-9- 1216 5-6--2607 5-9--706 6-7--2888 5-8= 492 6-8--334 TOP CHORD SPLICES:2-3.3X6;5-6.3X6; + �� PLATE OFFSETS (X=LEFTY-TOP):[,)9.4 C. 1-0 7-0 13-6 20-0 26-6 33,0 40-0 . 1T0 7-0 6-6 6-6 6-6 6-6 7-0 T� 4 4 NOV 0 4 1993 3x4 3x4 3 5 1X4 1x4 6 3x5+6x6 6X6+3X5 1 7 10 9 _ e 3x4 5x8 3x4 2X3 WEDGE --+- ---2Q=4- 29-9 _ 40-9 - q 9-9 9-9 10-3 L. HL I0 PK: 22-4--5 R. HL TO PK : 22-4-5 LEFT HEIGHT: 0-4-7 SPAN: 40-0 RISE: 10-4-7 RIGHT HEIGHT: 0-4-7 LOADING (PSF) MAXSTRESSES MINIMUMGRADEOF LUMBER - L D TOP 1 -2=0 . 648 TOP CHORD: 2*4 No. l &Btr GR DF-i, TOP 25 7 BOTT 10.-1 =0. 780BOT CHORD: 2*4 No. 1 &Btr GR DF--L BOTT 0 10 DEFL. @9=0 . 17 < L/240 WEBS : 2*4 STANDARD GR DF-L STR. INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING • 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 WEB 3-9; 4-9; 5-9 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2.x3 Cont.Bracing conn.w/2-8d nails,or T-brace of same size and grade as web conn. to narrow face w/lOd nails 6 in. o. C. PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 RRO A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER I r iwr 45�:f .. �_....w,:...w/+Jw•4�R41wwFA+Ma-a.arcn,. ..,ra4 d4e...,,.. ire,.r/.r t 19,'^��.�"+�'�''Ya'.AFtFPA+.Nt�;;'('Gb.r i, ._, i Y I i 1 HOU 10 '93 11:49 FROM MITEK INDUSTRIES TO 50366981iS PH3E.001 � t ■==( C ( (A,C,E. S Version 6 0> > > >-aww========[ 465125 Customer : KEYWAY-GARA�ES Tue NCv 09 08. 07 : 35 1993 Project #: 1 Truss ID 10 1 11pp 11 R� Family # Span 39-0 Quantity : 1 Top Pitch : 6. 12 ■tal-JC====Qvwr�-r��x.tt�a=======sa��,a�a====-�ssra arc-zcc_c==a��nfwa:a====a�rr 0lssc.-caps TOP CHORD BOTTOM CHDRD WEB$ REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2--2812 7-8- 2489 2-10--374 1--1703 5,50 3 2-3.-2538 8-9- 2064 3-10. 479 7.-1703 5.50 ; 3-4.-1778 9-10. 2064 3-9--687 1r 4-5.-1778 10-1. 2489 4-9+ 1185 5-6--2538 5-9-487 6-7--2812 s 8- 479 6-8._32a 1 TOP CHORD SPLICESi2-3.3X6:5-6.30: , PLATE OFFSETS (X-LEFTY-TDP):(j9.4,21, , Qa 1-0 ! ! 6-10 ! 13-2 L°=-_ ! 25-10 2-2 39-C0 6-10 6-4 6-4 6-4 6-4 6-10 4X4 NOY 10 fg93 4 3X4 ,3X4 3 5 <X4 IX4 f t 3x5+6x8 6X6i`3X5 10 • 8 3X4 5x8 3X4 2X3 'WEDGE 2X3 WEDGE >w L. HI, TO PK: 21-9-10 R. HL TO PK : ZZ1 --9-10 t LETT HEIGHT: 0-4-7 SPAN: 39-0 RISE: 10-1-7 RIGHT HEIGHT: Q--4--7 _,s-asr_��rass r.av LOADING (PSF) - MAX 'R1+SSES Y MINIMUM GRADEOFLUMBER L D T P 1--2=0. 593 TOP CHORD: 2*4 No. 1 &Btr GR D?--L TOP 25 7 BOTT 7- 7 BOT CHORD: *4 No. 1&Btr GR DF-L I80TT 0 10 DEFL. @9•g p 0. �i < L/240 WEBS _ *4 STANDARD GR DF--L mrrrrnas zaa=c-.--.-------__`-__---_--=—^a=x=rzraa--'-=-a-tsa-wssar,ass-ss-�w�ara se ee•.��r!». .� SNC. : LUMB - 1 . 15 PLATE - 1 . 15 SPACING 24. Q in 0. C. REPETITIVE STRESSES USED NO. OF MEMBERS s WEB 3-91 5-9 BRACED at 1/2 POINTS AS %*44 ABOVE Nots1U*s lxa or 2x3 Cont.Braoing conn.w/2-4d nalla.or T-brats of gams ata and prods as wsb coon. to Marrow fat» w/10d nail* 6 in. 0.0 PLATES ARE MITEK M20-188,147 KWFACTUREDROM ASTM A 446 CRD A CALVANTT-ED STEEL(EXCEPT AS SKObM) PLATE MUST BE INSTALLED ON EACH FAX OF JOINT, SYM9ETRICALLY(Dr PT AS SH")DES1GN CONFORMS WITH NDS DESIQN SP:w, use-IC80,01-91 THIS DESIGN 13 FOR TRUSS FABRICATION ONLY.fOR PERMANENT AND TEMPORARY BRACt"G(WHICH IS ALWAYS REQO)COkSULT 9LD0 ARCHITEIT OR FPMINEElt. t '•ray+ww+„�»�.,,, .,,nwvr�n•+ a*� �'• ._ swomom� II MEM NEIMali ■ I =..■rte■ `�.- --�� I mom ■ �i I �I I I I I ■ I I - I • I _I I ■ _iiitiiii>�■�t ■ Ell z — -- w - � l 71 z IS Q W N 91 -�- q. W w -- N pp�� 2 - i Ll sm _ Z3 U (n B W — M _L - �- N - -- — � — Q Q. J L ,i CL W �1 L Ln Z w — r- — (� m - � Caw -� m Z —� (� z w w m L) V) m N J C LTJ r OVERVIEW PRODUCT DATA s FEATURES OF fr TEMCO TBF Series - Traditional Built-In Fireplaces TBF36-3, TBF42-3, TBF117-3 ' . The T[lF fireplace series is designed to cle-ely re_emble masonry fireplaces j in both appearance and function. They are radiant heat fireplaces fully i lined with durable, realistic_ TEMCO brick patterned refractory. The TBF series' thermosiphon cooling design, with triple wall fireplace and chimney con struction, helps eliminate cold air infiltration into the room by not letting cooling air- into the chase enclosing the fireplace, and by preventing air leakage through the fireplace. N TBF's thermosiphon cooling system takes in all necessary cooling air near the top of the chimney. Outside air cir- culates around the firebox and chimney in a continuous ! loop and is exhausted with flue products. No outside air is dumped into the chase,, allowing chase t-mperature to approach room temperature when outside alls of the cha-e are well sealed and insulated. This Gond' .ioning of chase air virtually eliminates such common problems as heat loss through the fireplace by conduction and cold air infiltration around the fireplace. - Triple wall construction and vent free front face design give added protection against air infiltration through the fireplace. . A high, domed transition eliminates the need for a smoke deflector allowing an unobstructed opening. . TBF series fireplaces may be- finished up to the opening with non-combustible matArials for an all masonry look. They may be installed with a raised flush hearth extension, or with the hearth flush with the floor.* i Large hearth and opening dimensions: TBF36 TBF42 TBF47 hearth area 542 sq.in. 655 sq.in. 655 sq .in. hearth depth 19" 19" 19" i, back wall 23" 29" 29" effective horizontal opening 34" 40" 40" effective vertical opening 24" 24" 28:! screened horizontal opening 36' 42" 47" screened vertical opening 24" 24" 28" . TBF47 includes an integral grate. TBF42 and TBF36 do not. . The TBF series uses 10" triple wall chimney components, with 15" outer r,iameter and 2" clearance to combustibles. TBF42 and TBF47 require a ' starter section, packed with the fireplace. / 1 * When installing a TBF fireplace with a flush raised hearth extension or with the fireplace hearth flush with the floor, the face of the fireplace below the opening must be insulated to a factor of R = 5. 5 with non-combustible insulation. k • • �I � FIGURE 1 2" x 4'STUDS 1 �I i L/C,e C I a hc�ggl t AI Ptisr H 'r \ �I it ShF, 11� q M� ",,q hq�q C, Y �!cC \ t TTJ) � A I � I TABLE A 141n.Hearth Mln.Hearth Model l Extension Width Extension Depth X Y Z 1 BF36 52" 16" _ 363/4" 47" 26" TBF42 66" 16" 363/4" 53" 30" TBF47 66" 20" 403/4" 53„ 24„ CAUTION A. A hearth extension is required in front of the fireplace on combustible floors greater than specified above. Typical materials: Micore 300 has a K of The hearth extension must be constructed of non-combustlble materials .456;Micore 230 has a K of 43;Micore'60 has a K of.34;Cerahoard t•^a which have a total thermal resistance(R factor)equal to or greater than a K of.34;Common Brick has a K-5;Cement Mortar hu a K of 5;Math 1.20 and be a minimum size of that shown on Table"A Choose the denired has a K of 11;Limestone has a K of 6.5;Tile hes a K of 12,Slate hes a K materials and obtain the K value at 75"mean temperature. The C value and the R value may be calculated with the following formulas: of 21 K - C; 1 R Example: 3/4 Marble with 3/6'Micore 300 B A hearth safety step must be used under the crack between the fireplace fi C s and the hearth extension when the firebox is installed on a combustible 75 - 14.66; 14 E9 ,0619 surface. (See Figure 25, page 22.) If combustible materials are used to 458 construct a raised hearth extension, the crack between the ximbustible 375 1.22' 1.22 '82 material and the black face of the firebox must be sealed. The melerial Total 89used must have a thermal resistance equal to or greater than 1.20 M11- { K - Thermal rond.ctivity K" = BTU's in.hr C WARNING:THE HEARTH EXTENSION IS TO BE INSTALLED ONLY AS 1� T - Thickness SHOWN IN FIGURES 4 AND 6. C = Thermal conductance O. The header or any other combustible material must not touch any R = Thermal resistance fireplace surface painted block. After the R value is obtained on each material in the hearth,add the R E The minimum distance from the firebox opening to an adjacent combustible values to obtain a total thermal resistance(R).The total must be equal or wall is shown in Table A above,