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20120308 Permit Pkg 11262012 �oF�H�p�' City of Yelm Permit tvo.: 20120308 � �, Community Development Department Issue Date: 11/26/2012 aa (Work must be completed within 180 days) Building Division Phone: (360)458-8407 L '"`"°" Fax: (360)458-3144 Applicant: Name: EMANUEL LUTHERAN CHURCH Phone: 360-458-3861 Address: 206 THIRD ST YELM WA 98597 Property Information: site Address: 206 THIRD ST SE Owner: EMANUEL LUTHERAN CHURCH Assessor Parcel No.: 64420800100 Subdivision: Lot: Contractor Information: Name: EMANUEL LUTHERAN CHURCH Phone: Address: JERRY 206 THIRD ST YELM WA 98597 Contractor License No.: Expires: 0/00/0000 Project Information: Project: COMMERCIAL ADDITION � �(,�j- Description of Work: CONSTRUCT 28X�S1 STORAGE BUILDING WITH ATTIC AND VENTED CRAWL SPACE Sq. Ft. per floor: First ..95.�. ��� �Heat Type(Electric,Gas, Other): l T�3 Second Third Garage Basement Fees: Item Contractor Fees BUILDING EMANUEL LUTHERAN CHURCH $ 637.66 TOTAL FEES: $ 637.66 Applicant's Affidavit: OFFICIAL USE ONLY I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of #Sets of Prints: Yelm regulations including those governing zoning and land subdivision,and in addition,all covenants, easement and restrictio of record. If ap lying as a contractor,I further certify that I am currently Final Inspection: registered i the State of in o . Si nature Date 2 T U vt�V�t� �t Date: Firm �J c-�'L---- By� _ Cit� of ��lm (36 ) 458-8402 REC#; U0111742 11i26/2017 8:32 AM OPEk: CO TERM; 001 REF#: 3317 TI�AN: 33.0000 BUILQING PERMIT5 20120308 637.66CR EMANUEL LUTWERAN CHURCH 206 THIRO 5T SE BLDG 637,66CR 1"ENUERED: 637.66 CHECK APPLIED: 637.66- CHANGE: � U.00 � ' ' CtTY OF YELM RESIDENTfAL BUILDING PERMIT APPLICATiC7N FORM Project Address: 206 Third Street SE Parcei#:�5��/Q of SW '/4 E 19, T. 19N, R. 2E W.M. Subdivisian: l.ot#: Pian#: Zoning: N New Construction Re-Model/ Re-Roof/Addition � Home Occupation Sign ; Plumbing .: Mechanical '�� Mobile/Manufactured Home Placement .i Other Pfoject Description/Scope of Work: 28'x34' stora�e building 11' set back from existinq church. Project value: $21 000 our cost. Labor is bv volunteers and Habitat For Humanitv. z Building Area (sq. ft) 151 Floor 952 ft 2"d Floor Garage Deck Basement Carport Patio #Bedrooms_ #Bathrooms_ Heating: GAS/OTHER o ELECTRIC Circle One) Are there any environmentally sensitive areas located on the parcel? If yes, a compfeted environmental checklist must accompany permit appiication. BUILDING OWNER NAME: Emanuel Lutheran Church ', ADDRESS �06 Third Street SE EMAIL nffir. ,_PVPIr.(a7amaiLcom CITY Yelm STATE WA ZIP, 98597 TELEPHONE 360 458-3861 ARGHITECTIENGINEEREmanuel Lutheran/HFH �ICENSE# 360)458-3861 ADDRESS TRl1SS/T,J�J[uSt mfn EMAIL CITY STATE ZIP � TELEPHONE GENERAL CONTRACTOR Emanuel Lutheran/HFH TELEPHONE 360�58-3861 ADDftESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE# EXP QATEiCITY UCENSE# PLUMBING CQNTRACT�R TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE# EXP DATE CITY LICENSE# MECHANICAL CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOft'S UCENSE# EXP DATE_CITY �ICENSE# Capy of mitigatian agreement with Yelm Community Schools, if applicable. 1 reby certEfy that the a v infa ion is orrect and that the construction on,and the occupancy and the use of the ab e describcsd propert wil e i rda tho laws,rulos and regulations of tho Stato of LVashington and the Ci f Yelm. 26 October 2012 ppti ant's ign t re Date Owne 1 C t tor/Owner's Agent!Contractor's Agent(Ptease circle one.) Atl its are non-transferab(e and will expire if wark authorized by such permit is not begun within 18� days of issuance, ar if work is suspended or abandoned for a peciod of 180 days 105 Yelm Auenue West (360)45&-3385 Yelm, WA 98597 (360)458-3I44 Ft1X �uww.ci.yelrrx.wcz.us ���.._� o,,, �� , ' , � ' � ��� I � ;,,.� � � �, � � � � �H�, I �' � ' �'� �. � � •,s. �� , ,u �° � ;. '" � �. � c v . — , �.� + � � .� � "�`` . ..... � '� � � • � !� � � � . � . � M � . � . . � . `) � ,.�� - � � � N y • � ' �— l.� �' '�,�, '�``�`' �.. � � > in • � 2 - Ctp � O � ,..............................� • \ .� � � �_ : � � � C (�6 � r > G� �. C +. c�i � � � � / o `- o x 3 Q � � � c� � � � u�,. � � � Np �>'w L � � 3 (U � p� , x ' � � A � � L � � � ' C G) � � � LLa� � �" a � � c � � � � (�0 � L ' C� N ..Q �. � L +. 0 Cn Cn � p R{ N � Q Q � �+ , L V � � N � p • N �N ' • � V �C Q-� N � � � � � � �C i...... N � (�j � � �' .� � � , �-------, p O �. � : t� ?+._ � � 4� �� � "� � � � i LL � e- � :.......................; ,� C � � Z V (� .L tn ' �------- I :' Q O fn � � � J "C3 (� ' .-. O �� iI: .............. � C � � p � • -� � � . � ' T � C Q � t� ' � � • y`�_ ' � � Q�"� (� 1 I �I I /1 � - � 1 � �_ " _J � c� :�. � _ �+ �• � �'' L � r � S � � � _ � . �o Qa � L ._ ' � 9LI 691 � � � � � � � U U p� � � ' , VLI 0. V91 r � • � � � Q� � . � W d v ' o � �� L � /• (V � L Q � G� � O 851 � 9bl 0 m� C r � Q� � � � � �U� � Q 3 � - � � ,_� � � .���_ �, N p � � o a� o Q � `� `m?� � Z V) .� G� o0 � �_� � N � �- �t L � � � ��� — Q O � a _�� _ Q � � a W tC p N �' d�i a �'p� w u � V� M +' � w (� J os � a � y- W L 0 � „ � c � °o � = VQcvo . L � m � � � V c�i a� �� � � . � .� � > � �� �' 3 � U e�i � gsi z ' J � i � � � ' � N � � � ua=� �_�. �- a z -+�" . . : LJJ ,� � � M � - '� '` v L =au _ � �I n . � � � t� ao o � � ' • � � Y �o � z � ��' z� Q � � � �� X � �__ � �111 Q p � �? �� _ b'II i �' (� V O . � � � � � � � . � � — �- � Q� LL • tn � O U — ---- v. Y � .... � W V �r � C � (� __._ � . s � ,� (n > W, . � .� Q. � � .. �. � . ���� � �����q ! � �S' ��� �'v«�9�'t§�. �« d 1 � ` ' ; Store Room, 20' x 28' �r�� , � , , � , , � � ¢ Attic ; , Access � — � �} � � � � Store Room, Store Room, � 14' x 20' 14' x 8' � - Floor Plan � A tic ru se w th ow re fl or/ eilin ois s � `� � = � � ' ��,��2 �O l�ear. �� ` a -�� �= - j � � � � =�rch�tectural � � � � � ��- . � �: a . ~ ''r�d�.�omp_�roaf �° ' � . __ � - r _. ._ .�. a a _ .. � .� . .� .. � �. _ ._ eee� �.�. ,_ �� �_..�_. �,.�m a. __��_ . .e �.��� ��,:�- ..__._ a._m..� e.� ��.��.��._e� � 2 S u II, 1 " c nt s 1 � Hardi Plank � 11 ' — �Stepped Foundation � � � � ���'t'd�16��s� �.i�pry H ?'�`�''� "�.'.'�:,,,ma�i �3 x o�o� . y j�) ♦./ S � .,p � — � o � Insulation & Attic Truss confiauration ente � ���� H-1 at plate to truss connection. Use A-3: _.. ...� -- - at note 9 for the gable truss � �} Acces : A tl C S 'O Yag @ ccess 4'x8 x28' t , 1 �' 2 td 11, 1 " etrs t a l s - 1 B tt 14' k � _ �:��_�� � . �34' 4' 2 8' � r! ��� . . _, ,,..,a..�.�$yi�iihfl�. .�:�. ., J!��4'�. ����� � �'' � �-- �"��' Stair construction shall be out of non- .�.. _; � �W� skid weather resistand material. Tread rise shall be 4-7 inches with a run of 11 Front View 1 inches. Bevel or nose the treads , � �, a� „ � � :� �� 3 � �� .� � �,:.� .k� � �.� S � , w.� ,i �;� 2 � .t a.:i a P� . ; � � '� '�� � .� � '� " a .. � � i t:�: " e_". f k" ,_,": �:. � � ��_ s.° . �_' . � �e �a :r. �. ' ..:F `c � � S: ^�': "a'. � � �. ` ��a��� � e�"q � ,�- q � ..: x ."� � _� , li 0 ,..<..-.n.ei.�..�. _, .'.':a�..mm_ea.e: -� � ...s ', i .....' .«ro. ,°' : ' ,e.)o : „ ee.. -.>. � ,..„.. ._..aa .. _. ., '..aa .. .a id:�� a?�� v�"� .:3 G!: ♦ �+��y �+ - � 'fr y 9 P P S. .� x � - d � � �6 t 3 .�.5 } . m � a e8x> P ... �� � ; :�� 4 3 m m i i H �# � ;S � 11 ' -- ------------ ------ - , .,,, . ---------- ; , � f- � � �i , �� � , ��� � _� �� ��»� �� � x �� . 5' _ .�. ... ... ..� — � � � � � � � �.. � �. � — — — � T � — — — ... ..� � � � .------------ i ----�--�--i--�--�--� � - � 1 I 1 1 1 1 '�. � 1 1 1 1 1 1 ' � 1 I 1 I 1 I ���. � 1 1 1 1 1 1 � Wood Steps ; ; ; � � � '' � � � � � � � � � � � � � � � � � � � � � � �----------------�-�..}---�-- O O O O O O O O I ' � ' � TO ' Use 6 mil vapor barrier in crawl space. �`� �� ��� �: � All post 8 inches above grade or P.T Supply 6 sf of ventilation. Supply a min. Use MST48 at step from mud sill to �� � 18x24 secured access to crawl space double top plate of cripple. Both sides of ' � plates �: ;----, � � � O �� ' p���,� , � � _ � f ( �u ----� Beam DF#1 6x10. Space post 6 foot ' O O ' max. o.c. All beam to post and post to footing positivly connected. � O � � 0.' � � ' � �: � .: Q O I �.� �- � - . .§� a� �� � _-. : , � a��� � � � � : �� . .. -= � _� 1 horizontal #4 bar<2'. Add 1 horizontal bar for each foot height of wall. Footing Step 2 foot max. Landing ��� � ��a ����� _����, �� Bolts �l ' from Corner, � �,� ���� �� ��� .�. �4' on center 1 Foundation. �� � `�' � '�� Founda�ion. 6" wide J-Bars 4' on center �... �t .¢�,,,,,,� Footings 8"x12" Footings -;� � _ - 0 2-Rebar ( \ �..�--,.,..+<'am4:....b � \\ \ Y- ` � � � ��� . r_..___'..- � �_,_,........-.!__ ._ -..�._,_ ,�.._, ` �..._-----�--°-__ L.-.�}��� ��� .rJ�-d ..�M...�..r—. �� . ... .... �. . �v'..,.°-------.._ � y�,.... ....---'"�,,. ,_.... 2x12 floor joist or TJI 110 12 inch. Glue �� and nail Floor sheathing ------�-� � , � r_� � 1 �� 1C" r ' �� � � . x ; i $ ..a � .aNt�... �! � � � a +� ��� � � h�� �"^� . d#"`�' ��.�'k���.. �,"�" ��� � f� � � � a � . �� � � � , � �� � � �r�� �� , � � ��� �� �� �������� '� � � � � � � .�r , a � .. .� �� ` .. � :�� ' , .,,, �� �>y �`:^a��.�b�� �i �*� ;ni"� �� .�: 3 n \ � " ���� ��� ��. `�� C � �� .. � . ., � __.. ������� �� � � � �3\��� . '^ . 'I . j,4 ��M, ly�l�l ��.� \ �.�� �. .� ����� �ry � II 1�I � �I�'�7,, ��.. fl y� r. �� brv.�.n E �. �y�"III'.� i���� �:V � ��� I�I 1 ma �`���, # i I �� �.��,` !�is �i \�\� ' ��� 1�\ � s��' .�'�.. jiy�! � �� ��- ,�i+ ' !4 � ���� �:� � ���7,`,� ��i�'�iqU� � �,k�'��r+��g, 64 i�iiii ,, : �� i3 '� � �� � � . , . . � . � � . � � `� '{ ��"a�, , '� ��,' �� � e � � • i �, �� J�u � �� ,� ti . �� a � ,, �, � � i � � : � � � . i < o ��� " '� �`;�� ' 'd� � �,�i� ,� � � � � � g �� ��. ,�,. v � +� '� 'w. � � ?, y .Il��. yS^!�r� ��$�k m � 3 ��� J �� °� ���� �eai `:�� r�'��� �c i .:� ` �� � 4�.��,�.e".s..+,"�•'w' , °��Rk � , �` i �i�� "P ��.� ° �w p� . � �" �� <. a a � ���sa'aGw .s�� A �R � ,i , '���� ,,�� " �'. �' F ; � . �. .��, aR' �`� � °;r .°'�u � n� � r fi�p� a���� ��q*, �'�, �� "� � �� "° ��� r �;��.. � , � ��� �� y� � �"� ���°" �r��F, �� � � ��, � �,�,,:2::. ������fr ��' � i � � iry I� P awt,« ` �,^ r i w�� . I� . � ` �.. �\�\� � �'iir''�i�� �'����j��N�;p�'��.,,� � n'^ qN�r�;�#.+� � ���,`,; . \� „„43 �, :. ^k P<, k P c wrq, \ �����Y„a�ai�.^a.a twra4�Di'�»,�^',i . :a�e`��.� i ,r,:�w++i�.p;�. i�saar� � �,y� � 2a ? �� 7a{3.• �ya�.. �t . �. .�,.. ��y�P�� �'e#�r �0 �x�� ����� � � . �\\h����vr\�a��� �t�,���� �, � �a���� ,� �.. ' . , �" ^,, , .�..`� ���� :�"` ��z����� ��� .:��:���.�e�mrC,.. .� � v� . . ��t �r.�^ � ... ( • i ^. `� � This proposal is for a separate 952 ft2 Storage facility 11' behind the existing church fellowship hall and setback 5' from the Fire hydrant 8"pvc main. It's over 50' from the nearest property line. It will cost us $21,000 in materials and the labor is being donated by volunteers and Habitat For Humanity. Property legal description is SE '/4 of the SW ��4� SEC 19, T. 19 N., R. 2E., W.M Yelm, WA 98597. There will be no plumbing and minimal wiring for plugs and lights and one small Cadet wall heater. � �: c c � � c c � ��; �� ��: ~° � � � ������� 3 3 � 3 3 ' O C1 "LT •p O � � � �� � � � t ' �• C�iU C�i WD � � � � �r,,; GJ � 'i QJ � � � � ��'� � w � � � 'a � q1 "C � C � 7 C+ � 1 M � 3 O � � 3 � � i�' � � (� � � � � I N� � .... o � � �. �. ri � � .�� � Y � , ~ GJ C3 *.� � � � +—�' _ � � " 3Ne''t�i3�3nv'r��m3N � � �, — n N � c c � � � � � 1C- o�C .c � � ,_ � ,� .,���,, � c ; .�-1 �3 ��`-: °Q 1 � � � � � c � � � � � ,et �, �' � �- � �7 � � .0 � O � ,bA M • • • � r • �• • M �j �) N i ,� i � � � 3 p � Q .................... t,j �y ! �' +�+ r�'a �'"S �� cn � *�;;: � � a c�"� t�i q'�� I � � w � � £ � � �, v a i � µ a° ° _/�! � � Q � l v"'i v c°� s°'- a, � °a ''° °: � u��� s�. �� � � a�� . j � a a � � >- * u. LL n. v I • � � � � �! «�Q � ( �, �' p _...�+�� �t��� � � r °1 ��'� 4 � 2 Wf � o� ! •� y� �' � I � • a, ; M • • o � • • • • •.!� . � r,,� . ., • � � � • �4 � . •� ` Y...'iF K--K —1{--'X—lf— aV—.H' • � f .. Q p , �� .• . i °- XQ � � � � O /��� • R''., '� U!1L tA � ��� �., N O�:"� � � � '� '':. � in r»; . . , . � �f ` �'��:� , 2 � �y j� � � • �U � �� � � . �. � } � � f G i :`�Z � �� ��� �t"' � O Oi' � a� ' �� � t,y a,:• • • � • ;� • �.�� I �'�'�� • • • • • • • • �--„ , ,�� � � x . '� , n '� � � � � � � � � �..,�.�- .�.--.� * � �, � • •� • s • e'• • • • • 1 f0 <' C� .: � N' , i :� Q �� .: _ 3 �� � � �..,� � �}� � � p �'• � Z �I i " � > � » �'� ,� � .., ! �� { ; " 3 � ��� o p . . � z� i *' 'v • s° '* u � �! �° � �a � '� � � a�i� � s � � � � ��� � 3 � OC �� * � C7.� p � � � � 'U cD t O � uXi � cY� • • � � ~ � � � �c.� �~� 1{_ v.�. � C.J� _� o� �' � � � �� �i. � � I�}� d ��., '� 7� '�'� � •�r • p U � `�' U i �� i(1,�� > 3 �+F�r r � � d N W�+ � � ��X ■ Q • �: u! X X Cl X I "t�t � � n w 2 to�i � g � - `� z w w w w , � • � � � � w�'� ! n, � � i � �� / � � ; ''v � `�--"'" i � r� , � ee � � � �'. � I 1 I ¢ -__.__.._..__.._ -- , } ,. � � -�- � , I � � — - - _ _' t i �' �' ' � � �1i�Vd l�`yci=J'153X3 —� ■ i � � � � -- — -- — � _ i� _ � __ — _ � _ � __ � _ .r_ _ �_ _ _,._. � -�",,.�- _!._ � � �4 � � � � i H 1 � ■ .�. _ ._ _ . .� ! /'�� � Page: 1 >' Quotation Takeoff P.o.eox�no ��� Sumner,WA 98390 (253)863-5555 QUOTE #: 1208139A DATE: 09/14/12 Fax (253)891-1168 �l���S�CO. SALES REP:Mike Larimore & BUIGDING SUPPLY INC. BOB WHITE!MABEN JOB NAME:LUTHERAN CHURCH LOT# SUBDIV: ' *"`NO TAX*" MODEL:34'X 28' TAG: ORDERED BY � DELIVERY INSTRUCTIONS: BY DATE i ' Bob:360-584-5024 QUOTE ML �09/14/12 robert.white.55@hotmail.comj LAYOUT ! � � ; Lutheran Church ENGN. ML I 09/14/12 SPECIAL INSTRUCTIONS: � Yelm,WA RDOF TRUSSES 'ROFILE NPE QTY BASE O/A PITCH LUMBER OVERHANG CANTILEVER STUB HEIGHT ID PLY SPAN SPAN TOP BOT TOP BOT LEFT RIGHT LEFT RIGHT LEFi RIGHT ( GABLE I 34-00 00 34-00-00 • ! i i � 1 � 1-- --� � --I I - - I __---- --------I 10-06-09 A1 � 2 � _ _273 ibs._each__�6.0 O.Od,2 X 4,2 X 4 i 02-00-00 �, 02-00-00 I _ --�-__ �_._- � _� L � L__-_'______ � ___ I i---- , �.o�b� ---------1——------------- !-----� — --- - —-------— -- � I ATTIC I 13 � 34-00 00 � 3400 00 � I I I � � I I A2 ___ 10-06-0¢ ,___ I___277 ibs,each _ I_ 6 Od O.Od 2 X I2 X 10 02 00 00 I 02-00-00 � I ----- — --- �--., —1—_ . --- - --�-----� -__ _— -1------ 3601 1 Ib� File: F:\MITEKWOB5\1208139AW1.TRE Loading: 25- 8 - 0 - 7 Total Weight: 4,147 Max. Height: io.5 ITEMS QTY ITEM TYPE DESCRIPTION LENGTH NOTES FT-IN-16 28� Blocks 2 X 4 Vented 4-hole � -- ----i----------------------�--- ----�----- ---- -- ---1 QUOTE#�208139A JOB#: TRUSSES: 15 ALL PRODUCTS: 43 )uoted price subject to change if not accepted within 7 days and shipped within 14 days.Price includes delivery to late line if accessible and trusses will be delivered in bundles.The Truss Company reserves the right to ground drop P R�C E. ��,634 00 roduct due to unsafe or impractical jobsite conditions.The Truss Company is not responsible for delays due to . ircumstances beyond our control.Sales subject to credit terms&conditions as determined by The Truss Company, � TAX NOT INCLUDED, -- - —-------------------------- ------------------------..----------. ACCEPTED BY SELLER r ACCEPTED BY BUYER i I PURCHASER:_ L��� ' BY:_----------- TITLE_------- � � I� � �x7� BY: I ADDRESS: ! l� b R- ---------------------- ----- - --- ------ , TITLE: _ j � ��S�iS -------- ------_..--------------- ----------------------------- DATE OF ACCEPTANCE: PHONE: DATE: � ------- -- - ----- ------ —------- --------------------- ---_ ------------------------�_J ...�.,. N....... � ---- - - - ---- ------------------- --r --- -Y----- --- - � �PI -- �LUTHERAN CHURCH I Truss I Truss Type I Qty I y I �8139A i A1 �GABLE 12_ _ � _ � I Job Reference o tional _ _ __ ____ __ i i , � ' �----------�-- --------- ----------- -- --------------- ---------- - - The Truss Co.1 Tri-County Truss,Sumner WA/Eugene OR/Burlington WA,ML 7.350 s Jul 31 2�12 MiTek Industries,Inc. Fri Sep 14 14:45:02 2012 Page 1 I D:zHujgrJ6hZd5f8G29apqOByusYU-QgPQ6tQwR916YyyLZOj4nHODyF4ua5YkvMQiYydEOV -2-0-0 17-0-0 34-0-0 �.36=0-0 , i- -i------------------------ --------F------___ --- ------- --------- 2-0-0 17-0-0 17-0-0 ---------' 2-0-0 ' Scale=�:62.3 3x5= s.00 iz �s n is is NOTCH 70P CHORD @ 4'O.C. i 15j� \ � 20 ia��.; '� �� ;�, i 13 �� � i I i i �, 2i � �z , �'� i I � p-°-a� � I I ���� zz �'�/ � � � ' � I ' i �f'az, � 3x5�� �� ,,��� �� � � � � � �� 23 10,%�I�II � � � � 3x5; �y/ I I 24 25 O / II I I � �I � i�.���}�/ �i � � � s�{l2l i IF�I z � i .._�_�,��n��, z� 1 If ,]��� II � r � 6 �� f�*�/I � I I I I �I ,IS'�f�3 57�� I � I � I I � I �\�\28 I e�!�% � � � � �Sr10 � � � � � �� �1� '.`�r o i� I i I i �..,,� zs 3xA II 4 i�;Ld?� �� � �'T�g ��' � � i �� � � � � �� �� � � d�g 17 J� I � �,�'F. 30 3x4 I; 2 3�.j�I�� I I '�f 9 5 � � I � I I I I i i � � I I � I I I �T �I5 S � I j �`�'; 31 i � I � I i � � i I � j I � � � � � �'� S�p I �������� di �����1i �� �� �� � i � � � ; � ' � � � � �� � � � � � �� � ��1i��';, ss;o , ; , �� ; - , �� � 1� �! �nI � ' I. � � i �j � � � _I , � I � � � I i� � � � ;N i _ , � � '-___ [T__��L__ �- ' `�- . ' �'__' .I� '!' l J:. I I II I II h , . k. 3--1f, �r -F�-- E+ 'F -'tY----f---. -�Ef-c..-.� ,Y__ �3-!fl�- -�---' ,. -'�I -'�'---�r �� '� � 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 �43 42 41 40 39 38 37 36 35 34 2x4 I! 3x5�-- 2x4 ;i 34-0-0 i-- -----�--------- - ------ - --- �----- ---__._._.. ._----_ ... - - -; 34-0-0 - ----------- ----------- ---- --- ---- --- -- -_ -- --_ __ _- ___ _ _ -- ___. _- Piate offsets_�xiv�_ii�_o 2 s,Ed�e�-- --- ---- -- _-- ------. --- -_- --- -- --- -- --- -,. -- ----- __-- -- --------- - ___ -- -- -- -- -- . -- - ---- _ � l LOADING (psf) SPACING 2 0-0 CSI I DEFL in {loc) I/defl Ud I PLATES GRiP TCLL 25.0 � Plates Increase 1.15 TC 0.54 I Vert(LL) 0.08 32-33 n/r 120 � MT20 185/148 TCDL 8.0 * I Lumber Increase 1.15 BC 0.11 i Vert(TL) -0.12 32-33 n/r 90 BCLL 0.0 Rep Stress Incr NO WB 0.14 � Horz(TL) 0.01 34 n/a n/a BCDL 7.0 Code IBC2009lTPI2007 (Matrix} I i Weight:273 Ib FT- 16% _ ------- _-- _ _---- _______�--- - -___ __ _L_ ____._---____ __ __ _---___ _I_- - ___ -_ _ _ __ _ LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2x4 HF No.2 purlins, except end verticals. WEBS 2x4 HF Stud BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 HF Stud'Except* WEBS 1 Row at midpt 16-49,18-48, 15-50, 14-51, 13-52, ST13,ST12,ST11,ST10,ST9:2x4 HF No.2 19-47,20-46,21-44 REACTIONS (fb/size) 62=447/34-0-0 (min.0-7-0),49=131/34-0-0 (min.0-7-0),48=131/34-0-0 (min.0-7-0), 50=111/34-0-0 (min.0-7-0),51=150/34-0-0 (min.0-7-0),52=151/34-0-0 (min.0-7-0), 53=152/34-0-0 (min.0-7-0),54=150/34-0-0 (min.0-7-0),55=151/34-0-0 (min.0-7-0), 56=151/34-0-0 (min.0-7-0),57=151/34-0-0 (min.0-7-0),58=151/34-0-0 (min.0-7-0), 59=150/34-0-0 (min.0-7-0),60=166/34-0-0 {min.0-7-0),61=-94/34-0-0 (min.0-7-0), 47=111/34-0-0 (min.0-7-0),46=150/34-0-0 (min.0-7-0),44=151/34-0-0 (min.0-7-0), 43=152/34-0-0 (min.0-7-0),42=150/34-0-0 (min.0-7-0),41=151/34-0-0 (min.0-7-0), 40=151J34-0-0 (min.0-7-0),39=151/34-0-0 (min.0-7-p),38=151/34-0-0 (min.0-7-0), 37=150/34-0-0 (min.0-7-0),36=166/34-0-0 (min.0-7-0),35=-94/34-0-0 (min.0-7-0), 34=447/34-0-0 (min.0-7-0) Max Horz 62=112{LC 4) Max Uplift62=-169(LC 3),50=-22(LC 5),51--39(LC 5),52=-26(LC 5),53=-27{LC 5),54=-27(LC 5), 55=-27(LC 5),56=-27(LC 5), 57=-27(LC 5),58=-26(LC 5),59=-31(LC 5),60=-24(LC 6), 61=-138(LC 4),47=-22(LC 6),46=-40(LC 6),44=-26(LC 6),43=-27(LC 6),42=-27(LC 6), 41--27(LC 6),40=-27(LC 6),39=-27(LC 6),38=-26(LC 6),37=-31(LC 6),36=-22(LC 5), 35=-124(LC 3),34=-156(LC 4) Max Grav62=471(LC 9),49=131(LC 1),48=131(LC 1),50=112(LC 9),51=151(LC 9),52=151(LC i), 53=152(LC 1),54=150(LC 9),55=151(LC 1),56=151(LC 9),57=151(LC i),58=151(LC 9), 59=150(LC 1),60=169(LC 9),61=150(LC 3),47=112(LC 10),46=151(LC 10),44=151(LC 1), 43=152(LC 1),42=150(LC 10),41=151(LC 1),40=151(LC 10),39=151(LC 1),38=151(LC 10), 37=150(LC i),36=169(LC 10),35=135(LC 4),34=471(LC 10) Continued on page 2 .f.�.. _ . ___ - _.------------ ---- - _------- -- _- --__ _------ - T __-- -- Truss I Truss Type TQty Ply �LUTHERAN CHURCH � � � i J8139A IA1 ;GABLE �2 1 i j -L---------�--------------- --- �-----1------1 Job Ref_erence(optional� _ � The Truss Co./Tri-County Truss,Sumner WA/Eugene OR/Burlington WA,ML 7.350 s Jul 31 2012 MiTek Industries, Inc. Fri Sep 14 14:45:02 2012 Page 2 ID:zHujgrJ6hZd5f8G29apqOByusYU-Qg PQ6tQwR916YyyLZOj4nftODyF4ua5YkvMOiYydfOV FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/95,2-3=-91/96,3-4=-24/77,4-5=12/93,5-6=-2/108,6-7=-2/122,7-8=2/136,8-9=0/149,9-10=0/151, 10-11=-2/165, 11-12=-2/179, 12-13=-2/193, 13-14=-3/207, 14-15=-3/227, 15-16=0/237, 16-17=-4/194, 17-16=-4/193, 18-19=0/233, 19-20=-3/221,20-21=-3/201, 21-22=-2/188,22-23=-2/173,23-24=-2/159,24-25=0/145,25-26=-2/143,26-27=-2/131,27-28=-2J116,28-29=-2/102,29-30=-6/88, 30-31=-17/73,31-32=-91/88,32-33=0J95,2-62=-465/122,32-34=465/115 BOT CHORD 61-62=-40/82,60-61=-40/82,59-60=-4p/82,58-59=-40/82,57-58=-40/82,56-57=-40/82,55-56=40/82,54-55=-40/82,53-54=4a/82, 52-53=-40/82,51-52=40/82,50-51=-40/82,49-50=-40/82,48-49=-40/82,47-48=-40/82,46-47=-40/82,45-46=-40/82,44-45=-40/82, 43-44=-40/82,42-43=-40/82,41-42=40/82,40-41=-40/82,39-40=-40l82,38-39=-40/82,37-38=40/82,36-37=-40/82,35-36=40/82, 34-35=40/82 WEBS 16-49=-117/0, 18-48=117/0,15-50=-99/29, 14-51=-132/51, 13-52=-133/37, 12-53=133/38, 11-54=-131/38, 10-55=132/38,8-56=-132/38, 7-57--132/38,6-58=-132/38,5-59=-131/38,4-60=-149/40,3-61--82/131, 19-47=-99/29,20-46=-132/51,21-44=-133/37,22-43=-133/38, 23-42=-131/38,24-41=-132/38,26-40=-132/38,27-39=-132/38,28-38=-132/38,29-37--131/38,30-36=-149/41,31-35=-76/131 NOTES (13) 1) Unbalanced roof live loads have been considered for this design. 2) Truss designed for wind toads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Detaiis as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or secure�y braced against lateral movement(i.e.diagonal web). 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wifl fit between the bottom chord and any other members. 9) Provide mechanicai connection(by others)of truss to bearing plate capable of withstanding 169 Ib uplift at joint 62,22 Ib uplift at joint 50,39 Ib uplift af joint 51,26 Ib uplift at joint 52,27 Ib uplift ai joint 53,27 Ib uplift at joint 54,27 Ib uplift at joint 55,27 Ib uplift at joint 56,27 Ib uplift at joint 57,26 Ib uplift at joint 58,31 Ib uplift at joint 59,24 Ib uplift at joint 60, 138 Ib uplift at joint 61,22 Ib uplift at joint 47,40 Ib uplift at joint 46,26 Ib uplift at joint 44,27 Ib uplift at joint 43,27 Ib uplift at joint 42,27 Ib uplift at joint 41,27 Ib uplifl at joint 40,27 Ib uplift at joint 39,26 Ib uplift at joint 3$,31 Ib uplift at joint 37,22 Ib uplift at joint 36, 124 Ib uplift at joint 35 and 156 Ib upiift at joint 34. 10)This truss is designed in accordance with the 2009 Internationai Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity modei was used in the analysis and design of this truss. 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front{F)or back(B). 13)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads(pif) Vert:34-62=-14, 1-2-99(F=-33),2-17=-99(F=-33), 17-32=-99(F=-33),32-33=-99(F=-33) •-. j� ������� 'u� +" ,... , fil � �, r:.:� �. BY:-------------------- _ ..�r�. �.....��». —---- ---I Truss__ ----- _ .,Truss Type _---- --- --_ --- - i Qty i Ply _ _TLUTHERAN CHURCH --------------- � i The Truss Co./Tri-Coun Truss,Sumner WA/Eu ene OR/Burlin ton WA,ML 7.350 s Jul ' i8139A �A2 ATTIC 13 1 � I -----------I ty------ ' g -----g -----------�---—i 31 201'Job Reference�optionai�--. I 2 MiTek Industries,inc. Fri Sep 14 14:45:04 2012 Page 1 ID:zHujgrJ6hZd5f8G29apqOByusYU-M2XBXZSBzmYqn F6khRIYs4ljMmo8MHyrBDrXnQydfOT -2-0-0 6-4-0 9-10-4 15-10-7 18-1-9 '—_._._241-12__ 27-8-0 =_--- 34-0-0 36-0-0 , _�_----_- ----- '-------f—-------------- _ _ +------- , ' 2-0-0 ' 6-4-0 -' 3-6-4 6-0-3 2-3-2�` 6-0-3 3-6-4 6-4-0 2-0-0 Scale=7:61.A Sx8 = 4x7== 6 4x7�- � 6.00 12 5 ����_ 7 I / �� �� � / K:7-�_��: �� I /' i \. � , � ' � I 3x10 II .� �/� �� 3x10 II ' �'�T2 /� � ��� T2� 8 �� 4 � 2-10-2 � 8x8� � ' �r---------{� \� i � � ;�' I � 1�� exa :_ ° 3 �( 1 j �`' ��� s a �� ! i �� � �� /�, i ����y�.\ � �I Wj I � �'j ��\�:.�- .,� �. ! 3xs �i ��ve �-�'"� � �� �I ; �� ,, , w3�-�� sx5 i�� 2%-��:�:; w� . � �-- � i a-ao �---- - � � wa :� ,\, i o � rt--------------- 1 q i . � , � � �', �� � � � .'�� ��� ii?o ' - � �� ; .- �-La- ------ --_ - -- -�'�� -�— __ _ _ ___ __.1 �- --- {I� --------- - - ---- = � \�l I° �- � � !--�ai ;" ' � __; ez "_1 �" . ' k�- —__ .. __— —_.._ . -._'__- '--' I _._. . -_. - _-- _.._"_ n ..._.. .-_.._ '___—" '_- __-____ " 16 15 14 13 ....�12 Sx8 MT18H= 8x8_ Sx70 MT18H== Bx8__ Sx8 MT18H= 9-10-4 _ __ 24 1-12 34-0 0 F -- --_ _ 9-10-4----- r---------- - ._.14-3-8 __ _ - _ _ __ ___i- _---_____ . _.-9-10-4_ ---- _-_-I Plate Offsets(X,Y): [3:0-3-0,Edge� [4.0-8-2,0-0-8),[5:0-0-8,0-4-0],[6:0-4-0,EdgeJ,[7:0 0 8,0-4 O],[8:0-5-2,0-0-8],[9:0-3-O,Edge],[12:Edge,0-3-0],[13:0-3-8 _,0-5-81.I15_0-3 8,0-5-8�,1�_6_Ea�,0-3-0] _---- ---- - �__ - --- -- - -- -- ,-- -- -- --- --- --- ---- - -- -- ---- i _-----__ ---- ----_ ___-- -�-- ___ _ ___ -- -- T -- -- __ --..._ LOADING (psf) I SPACING 2 0-0 � CSI i DEFL in (loc) I/defl Ud � PLATES GRIP TCLL 25.0 � Plates Increase 1.15 � TC 0.63 Vert(LL) 0.48 13-15 >835 360 � MT20 185/148 TCDL 8.0 � Lumber Increase 1.15 I BC 0.64 Vert(TL) -0.80 13-15 >504 240 i MT18H 185/148 BCIL 0.0 * i Rep Stress Incr YES � WB 0.95 ; Horz(TL) 0.05 12 n/a n/a BCDL 7A L Code IBC2009/TP12007 {Matrix) � Attic -024 13-15 707 360 Weight:277 Ib FT= 16% -----_ _-- - _i __ _. _ . ..._--_ __ __ _ _ .__- ---._____ __-- - ___ __---_ LUMBER BRACING TOP CHORD 2x10 DF SS*Except' TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc T1:2x4 HF No.2 purlins, except end verticals. BOT CHORD 2x10 DF SS BOT CHORD Rigid ceiling directiy applied or 9-11-1 oc bracing. WEBS 2x4 HF Stud*Except' WEBS 1 Row at midpt 3-16,9-12 W5,W2:2x4 HF No.2 REACTIONS {Ib/size) 16=2276/0-5-5 (min.0-2-7), 12_2276/0-5-8 (min.0-2-7) Max Horz 16=-103(LC 3) Max Upliftl6=-48(LC 5), 12=-48(LC 6) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/63,2-3=-239/102,3-4=-3198/0,4-5=-2457/33,5-6=0/1449,6-7=0/1449,7-8=-2457/33,8-9=-3198/0 ,9-10=-239/102, 10-11=0/63,2-16=-425/156, 10-12=-425/156 BOT CHORD 15-16=0/2824, 14-15=0/2475, 13-14=0/2475, 12-13=0l2824 WEBS 5-7-4100/0,4-15=0/1451,8-13=0/1451,3-16=-3281/0, 3-15=705/f44,9-13=-705/144,9-12=-3281/0 NOTES (12) 1) Unbalanced roof five loads have been considered for this design. 2}Wind:ASCE 7-05;85mph;TCDL=4,8psf;BCDL=4.2psf;h=25ft;Cat. li;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other tive loads. 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wiil fit between the bottom chord and any other members. 6)Ceiling dead ioad(5.0 psf)on member(s).4-5,7-8,5-7 7)8ottom chord live load(40.0 psf)and additional bottom chord dead load(10.0 psf)applied oniy to room. 13-15 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 48 Ib uplift at joint 16 and 48 Ib uplift at joint 12. 9)This truss is designed in accordance with the 2009 international Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity modei was used in the analysis and design of ihis truss. 11)Attic room checked for U360 deflection. 12)Ail dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard � �' Quotation Takeoff Pag�' 1 � P.O.Box 1770 �� Sumner,WA98390 DATE: 09/14/12 (253)863-5555 Fax:(253)891-1168 QUOTE #: 1208139A �'le ■ i����CO. SALES REP:Mike Larimore � BUIGDING SUPPLY INC. BOB WHITE/MABEN JOB NAME:LUTHERAN CHURCH LOT# SUBDIV: ' """NO TAX*'`* MODEL:34'X 28' TAG: ORDERED BY � DELIVERY INSTRUCTIONS: BY DATE i ' Bob:360-584-5024 pUOTE ML 09/14/12 robert.white.55@hotmail.comj LAYOUT � � � ; Lutheran Church ENGN. ML I 09/14/12 SPECIAL INSTRUCTIONS: � Yelm,WA ROOF TRUSSES 'ROFILE 7Z'PE QTY BASE O/A PITCH LUMBER OVERHANG CANTILEVER STUB HEIGHT �� PLY SPAN SPAN TOP BOT TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT I GABLE I 34-2730�tis 3 a0h-001 6.�_0 Oa 2 X 4 2 X 4;02-00 00 j 02-00_00 � � ' 10-06-0(� I A1 � � _----- ---�--2 -- - - � -�- � _C � -------- � � i 54&.Oibs ---- 1--------- - —�-----' ----- -- __ -I- �--- I -- _�_ _�_ __— I --- --- —— -;— - � ATTIC 13 � 34-00 00 � 34-00 00 I , A2 I 277 Ibs each _ I_ 6 Od O.Od 2 X I2 X 10 02-00-00 � 02-00-00 � � 10-06-0(� -�-- --; �-- -,- --�---� ---- ---- -1----- --_-��-�-- —�-— 3601.1 Ib� ._.__--____—______._._—_—__. _-_ . _______—-___. ________.______. _____.____—'_ __...! File: F:\MITEKWOBS\1208139A�P+I.TRE Loading: 25- 8 - 0 - 7 Total Weight: 4,147 Max. Height: io.5 ITEMS QTY ITEM TYPE DESCRIPTION LENGTH NOTES FT-IN-16 28 i Blocks , 2 X 4 Vented 4-hole ' �- --L----------------------J---- --�----- ------- ----- --_1 QUOTE#9208139A JOB#: TRUSSES: 15 ALL PRODl1CTS: 43 )uoted price subject to change if not accepted within 7 days and shipped within 14 days.Price includes delivery to late line if accessible and uvsses will be delivered in bundles.The Truss Company reserves the right to ground drop P R�C E. ��,634 00 roduct due to unsafe or impractical jobsite conditions.The Truss Company is not responsible for delays due to . ircumstances beyond our control.Sales subject to credit terms&conditions as determined by The Truss Company, ' TAX NOT INCLUDED, -----------------------.------ - - - , ACCEPTED BY SELLER r ACCEPTED BY BUYER i I PURCHASER: L��� � ------------------__-------- i BY: TITLE_ � T ---— -------- ► c a �z. � BY: i ADDRESS: L �'� ----- ---- ----- TITLE ----- -- ---- ------ I I 1�-"`gS�iS ---_ —— ----- --- ---- --- --- DATE OF ACCEPTANCE:______ PHONE: _ DATE:__ __ _ I __ ---_------ -- -------------L----- -------------------------� „.,m,.,�..._ -y�......,, ... �...�,�, --------r- - �-- --------�--- __ _ _ - ; -- -� --- I Truss �Truss Type �(1ty i Ply I LUTHERAN CHURCH �8139A i A1 I�GABLE I 2 I � I Job Reference_o tional � ------------�-----------1--------- _ ----------_-1------�-----�-- �p---�--------- --- ---' The Truss Co./Tri-County Truss,Sumner WA/Eugene OR/Burlington WA,ML 7.350 s Jui 31 2�12 MiTek industries, Inc. Fri Sep 14 14:45:02 2012 Page 1 I D:zHujgrJ6hZd5f8G29apqOByusYU-Qg PQ6tQwR916YyyLZOj4nttODyF4ua5YkvMQiYydfOV -2-0-0 . 17-0-0 34-0-0 36-0-0 , r---t- ---------- ----- -__----- -----4--- --------- --------- _-----------! --__I 2-0-0 17-0-0 17-0-0 2-0-0 Scale=7:62.3 3x5=- s.00;iz �s i� 18 19 NQTCH TOP CHORD @ 4'O.C. � 15�� ��� ��-_�, zo i ,4,�-�j � � 2, i 13 /� �� � ! � � _ �I i �?0-8i j j i �1� � 12 �%�� �� ��� I� � � ' I � ����22 3x5� 11 � �� � I � �.� 23 � ����� � � �� � � � � 3x5� 10 I � 24 25 q g.�g�/� i I � i �i � � i � , i I '...,�y \i�r\26 I-I � , ;� ? � I � s�jF�I� � �'�z �� ;� �,�� �� � j/-r /� , � j I I n�I -�j IS�f I3 SY�� I � I I �� I i �`�1Et;. 28 I 5 j. � � � �10 � � i � � �� ��� S�r o I. � I� i ; ��i�_� zs 4 �I-A'� �� �I I � ��� � � � � !� � � �� �� � l�g i � � � �u��'h_ 30 3x4 I I 3x4 II 3 �:�' �I � 9l5 � � I I � �� I I I I I I �� � � � �� � I I j � -� 31 ( � %�' � �� �� Is �� � � j i � I �� I �� � � � I , � i ; � � � ��, �� '�°;���,, _3z �1 � �� � I i � I � � il � � � � jl I I � 33! � �-�=�,� -�, �'� I i j� � , �� �I � � I �; � � � � �� �r,,�"� :� �� 1 -� � � �-�--- .� .� -- ----� ,_ i I ;u , . , , o � � ��' i ' � �__ i � I � � � I � ' ' � I ' � i�� ��--�'- � � � - i�'�- �- -r--�--� �L--�e�� -�� -�;r---�«� �--- �� e�---�=- '� ' , -1r--- - i 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 2x4 I! 3x5-=- 2x4 !i '--------- 34-0-0 ----- -------- __ ----- ------ -- - - ----- -_ _- - ------------------- 34-0-0 ' - --- - --- --- ----- . -- ---- . _- - - -_ . __. _Plate Offsets_(XtY):j17:0 2-8,Ed�el --- --- --- _.--- -- --- _-- _------ _ ----- -- ---- --- - - ----- ---- -- --- r -- - -- __ _ _ __ _ ___ _-- _----- --- - l LOADING (psf) SPACING 2 0-0 CSI I DEFL in (loc) Udefl Ud I PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.54 � Vert(LL) 0.08 32-33 n/r 120 � MT20 185/148 TCDL 8.0 I Lumber Increase 1.15 BC 0.11 � Vert(TL) -0.12 32-33 n/r 90 I BCLL 0.0 ' � Rep Stress Incr NO WB 0.14 � Horz(TL) 0.01 34 n/a n/a BCDL 7A Code IBC2009lT'P12007 (Matrix) I Weight:273 Ib FT= 16% ------- - ---- _----- _ -- -- --L- _ LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2x4 HF No2 purlins, except end verticals. WEBS 2x4 HF Stud BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 HF Stud'Except' WEBS 1 Row at midpt 16-49,18-48, 15-50, 14-51, 13-52, ST13,ST12,ST11,ST10,ST9:2x4 HF No.2 19-47,20-46,21-44 REACTIONS (Ib/size) 62=447/34-0-0 (min.0-7-0),49=131/34-0-0 (min.0-7-0),48=131/34-0-0 (min.0-7-0), 50=111/34-0-0 (min.0-7-0),51=150/34-0-0 (min.0-7-0),52=151/34-0-0 (min.0-7-0), 53=152/34-0-0 (min.0-7-0),54=150/34-0-0 (min.0-7-0),55=151/34-0-0 (min.0-7-0), 56=151/34-0-0 (min.0-7-0),57=151/34-0-0 (min.0-7-0),58=151/34-0-0 (min.0-7-0), 59=150/34-0-0 (min.0-7-0),60=166/34-0-0 (min.0-7-Oj,61=-94/34-0-0 (min.0-7-0), 47=111/34-0-0 (min.0-7-0),46=150/34-0-0 (min.0-7-0),44=151/34-0-0 (min.0-7-0), 43=152/34-0-0 (min.0-7-0),42=150/34-0-0 (min.0-7-0),41=151/34-0-0 (min.0-7-0), 40=151/34-0-0 (min.0-7-0),39=151/34-0-0 (min.0-7-0),38=151/34-0-0 (min.0-7-0), 37=150/34-0-0 (min.0-7-0),36=166/34-0-0 (min.0-7-0),35=-94/34-0-0 (min.0-7-0), 34=447/34-0-0 (min.0-7-0) Max Horz 62=112(LC 4) Max Uplift62=-169(LC 3),50=-22(LC 5),51--39(LC 5),52=-26(LC 5),53=-27(LC 5),54--27(LC 5), 55=-27(LC 5),56=-27(LC 5),57=-27(LC 5),58=26(LC 5),59=-31(LC 5),60=-24(LC 6), 61=-138(LC 4),47=-22(LC 6),46=-40(LC 6),44=-26(LC 6),43=-27(LC 6),42=-27(LC 6), 41=-27(LC 6),40=-27(LC 6),39=-27(LC 6),38=-26(LC 6),37=-31(LC 6),36=-22(LC 5), 35=-124(LC 3),34-156(LC 4) Max Grav 62=471(LC 9),49=131(LC 1),48=131(LC 1),50=112(LC 9),51=151(LC 9),52=151(LC 1), 53=152(LC 1),54=150(LC 9),55=151(LC 1),56=151(LC 9),57=151(LC 1),58=151(LC 9), 59=150(LC 1),60=169(LC 9),61=150(LC 3),47=112(LC 10),46=151(LC 10),44=151(LC 1), 43=152(LC 1),42_150(LC 10),41=151(LC 1),40=151(LC 10),39=151(LC 1),38=151(LC 10), 37-150(LC 1),36=169(LC 10),35=135(LC 4),34=471(LC 10) Continued on page 2 _ �rYwrr�rrwrer-. � �r�ulYllrll�i/IiM• . . - - I - _ _ ---- '- -- �-------- --- - _-i--y_ y _I LUTHERAN CHURCH l Truss Truss T e Qt TP1 - ----- �8139A �1--------- GABLE _ --1?---1---�-Job_Reference(o t�ionai�-------------------I I �_._-__._'__-__-_'"____.___--_ � The Truss Co.%Tri-County Truss,Sumner WA/Eugene OR/Burlington WA,ML 7.350 s Jul 31 2012 MiTek Industries,Inc. Fri Sep 14 14:45:02 2012 Page 2 ID:zHujgrJ6hZd5f8G29apqOByusYU-Qg PQ6tQwR916YyyLZOj4nffODyF4ua5YkvMQiYydfOV FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/95,2-3=91/96,3-4=-24/77,4-5=-12/93,5-6=-2/108,6-7=-2/122,7-8=-2/136,8-9=0/149,9-10=0/151, 10-11=-2/165, 11-12=-2/179, 12-13=-2/193, 13-14=-3/207, 14-15=-3/227, 15-16=0/237, 16-17=-4/194, 17-18=-4/193, 18-19=0l233, 19-20=3/221,20-21=-3/201, 21-22=-2/188,22-23=-2/173,23-24=-2(159,24-25=0/145,25-26=-2/143,26-27=-2/131,27-28=-2/116,28-29=2/102,29-30=-6/88, 30-31=-17/73,31-32=-91/88,32-33=0J95,2-62=-465/122,32-34=-465/115 BOT CHORD 61-62=40/82,60-61=-40/82,59-60=-40/82,58-59=-40/82,57-58=-40/82,56-57=-40/82,55-56=-40/82,54-55=-40/82,53-54=-40/82, 52-53=-40/82,51-52=-40/82,50-51=-40/82,49-50=-40/82,48-49=-40/82,47-48=-40/82,46-47=-40/82,45-46=-40/82,44-45=-40/82, 43-44--40l82,42-43=40/82,41-42=-40/82,40-41=-40/82,39-40=-40/82,35-39=-40/82,37-38=-40/82,36-37�40/82,35-36=-40/82, 34-35=-40/82 WEBS 16-49=-117/0, 18-48=117/0,15-50=-99/29, 14-51=-132/51, 13-52=133/37, 12-53=-133/38, 11-54=-131/38, 10-55=-132/38,8-56=-132/38, 7-57=-132/38,6-58=-132/38,5-59=-131/38,4-60=-149/40,3-61=-82/131, 19-47=-99/29,20-46=-132/51,21-44=-133/37,22-43=-133/38, 23-42=-131/38,24-41=-132/38,26-40=-132/38,27-39=-132/38,28-38=-132/38,29-37=-131/38,30-36=-149/41,31-35=-76/131 NOTES (13) 1)Unbalanced roof live loads have been considered for this design. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normai to the face),see Standard Industry Gable End Deiails as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonai web). 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanicai connection(by others)of truss to bearing plate capable of withstanding 169 Ib uplift at joint 62,22 Ib uplift at joint 50,39 Ib uplift at joint 51,26 Ib uplift at joint 52,27 Ib uplift at joint 53,27!b uplift at joint 54,27 Ib uplift at joint 55,27 Ib uplift at joint 56,27 Ib uplift at joint 57,26 Ib uplift at joint 58,31 ib uplift at joint 59,24 ib uplift at joint 60, 138 Ib uplift at joint 6i,22 Ib uplift at joint 47,40 Ib uplift at joint 46,26 Ib upiift at joint 44,27 Ib uplift at joint 43,27 Ib uplift at joint 42,27 Ib uplift at joint 41,27 Ib uplifl at joint 40,27 Ib uplift at joint 39,26 Ib uplift at joini 3$,31 Ib uplift at joint 37,22 Ib uplift at joint 36, 124 Ib uplift at joint 35 and 156 Ib uplift a1 joint 34. 10)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1, 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12) In the LOAD CRSE(S)section,ioads applied to the face of the truss are noted as front(F)or back(B). 13)Ail dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:34-62=-14, 1-2=99(F=-33),2-17--99(F--33), 17-32--99(F=-33),32-33=-99(F=-33) -� --,� s.:^^,.�!-�, ��c-a*,�,r,c-:.--.... '�il ��r��� ,ir �_ ����•. il l .� I� ,� �?v�.__ BY:-------------------- �......��. _ - - - - -- __ ----------- __.--- - j Truss 'Truss Type i Qty I Ply LUTHERAN CHURCH i , i i8139A 'A2 i A171C 113 � 1-i -----------------� The Truss Co./Tri-County Truss,Sumner WA/Eugene OR/Burlington WA,Ml 7.350 s Jul 31 pp�''-Job Reference��tional�_ � I � —-- ---------- ----- -------- -------------------- -- -- ----- --2 MiTek Industries,�nc. Fri Sep 14 14:45:04 2012 Page 1 ID:zHujgrJ6hZd5f8G29apqOByusYU-M2XBXZSBzmYqn F6khRIYs4ljMmoBMHyrBDrXnQydtOT -2-0-0 , 6"4"0 _ '--_9-10-4 �-_--.15-10-7 ---�.18-1-9 , 24-1-12 27-8-0 i 34-0-0 36-0-0 , —�- -------- - - � r-----------__ _--+-------�-------------r----� ' 2-0-0 ' 6-4-0 3-6-4 6-0-3 2-3-2 6-0-3 3-6-4 6-4-0 2-0-0 Scale=t:67.A 8x8- 4x7== 6 4x7= � 5 =j�� 7 6.00 j 12 i /� �=W�=.-, �� � j' �----'.� � `� i 3x10 ;! = / /�/ � \ � � 3x10 II I �Tp ' I '�� T2� .. 4 �� 2-10_2 I � 8 � Sx8� i / F-- -� � �4 �� axa � 3 /�I) i Q! ; �� 9 a �,� ' I T! � � �'�.���� �i � .�' � i I y� � I "/ \ n� � � i �' 3x5 iI 'f�2 �; A�V � �I � � /�� �W�_-� � 3x5 I'� �! 10 �' F � �� � i a-ao � �� z � , wg � � � � ;v�is � ��� ' I %�/ ��� 11 i �"% : �� - ��'� � i � �a � � � ' � � 'o ° . 1 a Ci r-�.,=- --- --- -- ��- . - �- - --- -- � -- � - -I - —. . �i,_-�- �— -- -- �� �c'v r -J �-�� �i�J �--= 62 1 �1 � k ------ --- -— --- -- --- ---- 74- --- — --- - ---- � 16 15 13 �{2 5x8 MT18H= Sx8_ Sx10 MT18H-- 8x8__ 5x8 MT18H= 9-10-4 _ _ __ _ __ 241-12 34-0-0 F---- _ 9-10-4 r----- ---- -- --143-8--- - __ _ ___ t__ .----- . --9-10-4 -----____ _ � Plafe Offsets(X,Y): [3:0-3-0,Edgej,[4:0-8-2,0 0-8],[5.0-0-8,0 4-0],[6:0-4-O,EdgeJ,[7:0-0-8,0-4 Oj,[8:0 8-2,0-0-8],[9:0-3-O,Edge],[12:Edge,0-3-0],[13:0-3-8 ,0-5-81,j15_0_3-8,0_5-8],116_Edge,0-3-� - -- _.— _- - _ -- --, _..- -- — ---- __ . _"'_ - _'_ . _-_'_'__ __-__ T __.'_'__ _ . ...__ .___._ __.__ ....__ ..__ . ..._._ '_ _"_' ..T ..._._- _..__ .. .._'_ ... "_' ""' �_-_-__ ___--_ LOADING (psf) I SPACING 2-0-0 � CSl DEFL in (loc) I/defl Ud � PLATES GRIP TCLL 25.0 � Plates Increase 1.15 � TC 0.63 Vert(LL) 0.48 13-15 >835 360 ' MT20 185/148 TCDL 8.0 ' Lumber Increase 1.15 I BC 0.64 Vert(TL) -0.80 13-15 >504 240 � MT18H 185/148 BCIL 0.0 ` I Rep Stress Incr YES I WB 0.95 ; Horz(TL) 0.05 12 n/a n/a _BCDL_ 7A I Code IBC2009/TP12007 � (Matrix) � Attic -0.24 13-15 707 360 Weight:277 Ib FT= 16% --_ � __-------- -- - - _ _1__ _-- -____ L ---- - - _ __ --- -._ ____ __-__ __ _ ___ __---- WMBER BRACING TOP CHORD 2x10 DF SS`Except` TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc Ti:2x4 HF No.2 purlins, except end verticals. BOT CHORD 2x10 DF SS BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. WEBS 2x4 HF Stud*Except* WEBS 1 Row at midpt 3-16,9-12 W5,W2:2x4 HF No.2 REACT101VS {Ib/size) 16=2276/0-5-8 (min.0-2-7), 12=2276/0-5-8 (min.0-2-7) Max Horz 16=-103{LC 3) Max Upliftl6=-4$(LC 5), 12=-48(LC 6) FORCES (Ib)-Maximum Compression/Mvcimum Tension TOP CHORD 1-2=0l83,2-3=-239/102,3-4=-3196/0,4-5=-2457/33,5-6=0/1449,6-7=0/1449,7-8=-2457/33,8-9=3198/0 ,9-10=-239/102, 10-11=0/63,2-16=-425/156, 10-12=-425/156 BOT CHORD 15-16=0/2824, 14-15=0l2475, 13-14=0/2475, 12-13=0/2824 WEBS 5-7=-4100/0,4-15=0/1451,8-13=0/1451,3-16=-3281/0,3-15=-705/144,9-13=-705/144,9-12=-3281/0 NOTES (12) 1) Unbalanced roof live Ioads have been considered for this design. 2)Wind;ASCE 7-05;85mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat. II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)All piates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Ceiling dead load(5.0 psf)on member(s).4-5,7-8,5-7 7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(10.0 psf)applied only to room. 13-15 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 48 Ib uplift at joint 16 and 48 ib uplift at joint 12. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSIlTPI 1. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 11)Attic room checked for U360 defiection. 12)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard Y � I s i I 1, OOOXI I r' 1� r .L I R J'• 7 A^ �fi Allow - �-�- ---- ter, j „ H r r. S It 4�1i - �' rf � "I I • r ,.' , �'�� ,Iws.��.•i llp bpl�'r f•: j0 r ,yJ�.1.. �,r `. ♦M _. :. � . r r , "'\ rr t ,l ,qrl' • r IN_I � '{ • 9 '. I ,. .': +r -r .•.a^..gir . ��. � � '.`„ `0,. yS� J`7;..11 r. +' ��. '4',y�Prl,f;..f'.M�Y!tn��• l.. �:� r if ;0 2tlyy:j. r - -i:' ~ •^� -y ♦ _ _ ��r �... _ fN'l' I r' • t � . Re, ':N � °��JA` 'J�i -r �'1. �!4 f J � q,�. 41 `� �'i� � _ _ '--T7 I I ,,. r �r " ill. i s ,. ', � ' ;�'. fi� • h 7 ^� •. � - ./, j. .. `uii {�. y%i r' rSh '.i: .d �I." Irr, .`:,iE< r �rr .. '{�1.ya i.rr �t y •r I I ;rtm.. : �`� - .. .�. 4_ .� ��.) •(_ r .r ' is / k �- ..w 'M r 1r 'J � - -. _ .r J, I- . \, ?'ti.r '' �i� r �h `>(-,L r +� {/, ,'I. -•. r ��r.K X44 }Q ,,,� .. ' � M1+q�� J 1 f � t ' 1' f. -vr 4 - \ _ w. '�,, �; Ih ..,j:. .,��'' i frV� 1� Y Tti.'+ii�`� .TM^` . -n. \• _ - 1 w' y �A : 4,rr /?'iIL J..r i, •�. I �.' �" ' .� J I r �1�•II - �; ,� h yK K. H'. ems. .', '+LI .'. .- 'J., '-c �. I V 41 .�.. ^p�,'j - ►J.Af', l.. �., 1! r+\ ,d '�•: � wt C +.:. .` 1 4 'ir'r \!; A...1 �'�'� d 1 r..j ° . t `., � - _ .. � x �. i 7.,u rl7 i .If r1 '":M��t�.��rLL. t �-. .r iF� \' ♦.. r•. r 1, IrJ ry r. ♦' d, -: �'u r \ /4, _'.'•.o\ •' •.b � - S �.° ,� .� -' - ,. j .V t_ `.+ •.. •. '''w,.! . ��i k` .Tara: .. "„ ?e � i�. '` � _r', � t _ Imp . lq� . 9. e,4 41 ♦ 9 lio i T 1 Imp . lq� . 9. e,4 41 ♦