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Home My WebLink About1988-001442 - new sgl family P�RMI� CITY OF ORONO PERMIT TYPE: • 1335 Brown Rd.South•P.O.BOX 66 Permit Number: E:i;j�[s T h�f�; Crystal Bay, Minnesota 55323 Date Issued: `i'-'�`$�'�`� (612)473-7357 � �� 'f�=:': SITE ADDRESS: i?� L�i�1l�f 1H�r: G� ��_i! r i` �'�_�_kt.•��. � .�.. �.,�`f'r:I GE ��t�il�I t�i{;� DESCRIPTION: �:=�11 �.j��.!!'Yt �'H;��'jiti i [. 7�y C�� :��t'iL ! �I''i��'i`—iV%-iej e=U 1 's.'•�1 ii'� '�+=•i'k: �;i�� 1��=�t�°�I��L�� J�:[. i ii t.i.��"_`%1!!C :+ =��' i.:��1 a'��t';.,i�Z.•1 t:�ll 's y F',= �� '��ifi�i� Lf�—iia � � € � _ i _ � � # � �� 4 � REMARKS: '� � �� k � '� �� '.=��}-��i=�t=�7E F'E��'�i I T:�� Ri=s�;k!I�=iEf�; i��?!''ii�I C�fi� � i 1�:��_�-�t��a I{_�1_� ��,��?-t--� _. . _ : . - ..-...�. _. .-. _. FEE SUMMARY: ��r��_t��-�-�,�;� �.:r;�; .. .. _ .�. i;�� C�a�i �e�=.� ��:;:i . - �'1�!�i �i�v i��1 ��:':_�i . t�-� `.��t~C�"sat�� ------ �,�a , c�,c.s __��..� _ __... _� , ..._ "-' = : _ ; ;._..�:�. -.�. ;; :;:� . �:��,: CONTRACTOR: OWNER: �i��:�lic��;t. -- EIG�t� �:fi��l:�if��3;_TI��i TN�': 1�5`�;�:;_��. cIG��! C:�.�,�:=;�r;t:;�:TI►;�;MI �.4i�.�'`• �-SIyNWi=i`r' �� w ��;�i� E�cFi}�:::��T��r�. �� `Z__�f��`'tt_��t-i i'{�� [+i_� �'L�t��`��_�'_�ri� i��i� ri�t�.t'{.f� �:c�__��::��. '.'f�;�.i'')�.�:.'�--(:i:�'��f . _ _. _ _._ - - -— � . c - i.�:•-r�-. .--f-4,.i T;_.,-. -.�.�� n� - _ ' '�'._: T�-�� i;�list�.�`s�:'_�I�;��tIF:"` i'. r;; ��Y �i`5�;�.:�._�_� � � €=4� i z.�.:�j,i t# T��= �is'=��.E T�-I� f��;-a�_ I i°i�;��-�`•°�:+`��=i�; -- � ��f"�� _..r.. .14Z_ �'"4_.i . F . , ft '� ' f�i:' FA F•`:QaPy 11 _ '(Ti ! _ _ '�J _ � i.i�- l �i{ i-Yi 7 1: F �:, I_I �,IE_{ HL..� Mfk_i!"tf., 1�� =•��i��.� �,..i_sE 13'�..�t-e��L.•� �:;_ 1 t"t 1-:L_�_ i•� ! i e iY-. i-;�}!-.::'i `'I;�`i�r ' s- -_ i: _��F�i i: �_�;" ?�.L Il3ilji_��f I;-� ��e�=t_I../i��t� t_�_�;;'i: i'iS�:l.aij_'1 i'•�i:.�'i�I'S i �� . :`•�i t i'•} . i"� ^ _ _— _— _--- __ ��-- - __ __--- � APPLIGAN i r ��i.", � � �.��Gi^� • ,.�;i_ 1 '�� -_ � � � ' ' CITY 7RON0 - BOILDING PERMIT A1 �CATION Total Fee: $ ��'l�/ 7 � Date Received: {z Date Approved: � �� Permit#:�� Project#: Building Permit Application Requirements: 1. Building permit application - to be filled out comp letely and signed 2. 2 sets of construction plans to include the following: a) Floor plans; b) Footing and foundation plan; c) Elevations (of all sides) ; d) Wall sections and cross sections; e) Details - stairs and any special connections. 3. Certificate of survey with :location of existing and proposed structures including hardcover calculations and grading and drainage p lans as required. 4. Energy calculations - form provided. 5. Septic report and design if required. ABOVE INFORMATION MUST BE SUBMITTED IN FOLL BEFORS PLAN REVIEW WILL BE STARTED -------------------------------------------------------------------------------- THE APPLICANT IS: (circle one) OWNER or CONTRACTOR JOB SITE ADDRSSS: �7�9 ,�.G;,��f.�✓�`�"f�,'<Y �/,';%'v�� ZIP: �� --'��> � 1 ,f� _`, (work) 'SSJ�-�';�� ( NAME OF OWNER: }=� �+12�� C�;�v'+' v�-C�7t'�.�� PHONE: (home) MAILING ADDRBSS:�� y�l� t�i'/��/�,r{ �i-c,�C CITY: P/�i'r�.c:.w�.�� ZIP: , .�.�' �{/f(�t.- CONTRACTOR: }(;: '��-� �,� �A,�a ;;�,, �. PHONE: MAILING ADDRESS: CITY: ZIP: ARCHITECT: �,�(Z'.S ��,�� PHONE: �y�-,,ZSi��r � , MAILING ADDRESS: CITY: G.�4��SL3,. ZIP: TYPE OF WOR.R: New� Addition Accessory Structure Move Demo Remodel/Alteration Renovate Land Alteration PROPOSED DS$ (describe in detail) : �+�,� �.w�.,�., ��1`,� c�,;,L�-a c� .� _ STORIES: � SQ. FEET OF EACH FLOOR: ��cS�- S - /S`� i �'�,�/�,�J�S._ NO. OF BEDROOI�lS: `�` G�G$ STALLS: ATT. �= DET. ESTIMATED CONSTRUCTION VALDATION (excluding land) : $�(��,��/�`�C, � T I hereby apply for a building permit and I acknowledge that the information above is complete and curate, ha the work will be in conformance with the ordinances an3 codes o the i y d with the State Building Code; that I understand thi � is no 3 per ' n ork is not to start without a permit; anc that the work vill be 'n ac ce ith the approved p lan. �� APPLICANT'S SIGNATIIRE: DATE: . �/� (Please the everse side of this form) �_. , . , CITY of OR01�T0 Poat Office Box 66•Crystal Bay,Minneeota 55323•Municipal Offices • � . � i On the North Shore of Lake Minnetonka DA��$��,�....�.�� . In accordance with M.S. 15.165, "Rights of subjects of data", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidentia�2 information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other loca2 , state or federa3 agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under M.S. 15.165 to review private data on yourself. 6. Your full name, and date of birth are required to process this application or permit. First Middle� Last - -,.- -- - - -- - -�---�--. ._.._----....__...__..._._ Address City State ----Zip~ - - - -- - - - -- - - - ---�-,:-----�----- - Phone I understand my rights as stated above. -,. - -� ---� �- -�--. .---.._. ._.---.__. ..---------___� .__._.._._.._ Signature BUILDING 8c ZONING—473-7357 • ADMINISTRATION$FINANCE—473-7358 • PUBLIC WORKS—473-7359 ASSESSING � > � CHEC 1FF LIST FOR ISSIIANCE OF MITS �(��CY ///w � '� FOR OFFICE USE ONLY � ADDRESS OR LEGAL DESCRIPTION: �r�:-' /�.-�✓rJY�"'1�� '/I✓� PID: �-D� o� ,�j�✓� � r U�'I ��-/ DESCRIPTION OF WORR: ,/t%/� �''-- ,�� =- /r:>�r� �..,�- ------------------------- -------------------------- --y--------- ------------ ZONING REVIEW BY: % "".t�� DATE APPROVED: � �` '�%'� BUILDING REVIEW BY. .DATE APPROVED: � S- PERMIT ISSUED BY: DATE: FEES TO BE CHARGED: Misc. Fees Calculated By �� PERMIT Yes �� No SEWER UNIT $ `—� PLAN REVIEW Yes '�' No SEWER CONNECTION STATE SURCHARGE Yes ✓ No WATER CONNECTION "�J � PENALTY Yes No PARK FEE � l,� ��S�'��-�� . �AC Yes No SITE INSPECTION '� OTHER (specify) ZONING CHECK LIST Zoning District L j� �� ?ire Department: � � �- � Post Office: L z �- � School District: r;'/��/��'�-% Lot Area: � ;!i� _ �'�c.c; Width: �� l � � De th: .5 ��C� � � P � ,r, �urvey Submitted: Yes '� No Date of Survey: �� -�;� ?roposed Setbacks: � � � Front ��: ~� �� Right Side: � �- � � Rear (�eet-� : �.:,�' �t Lef t Side: �' _� � ,� Adjacent Structures: '�--- Wetland: - Existing Proposed _ j �,; ,� .�_. xardcover: �' � � - � '�� - � __ -- �-�� ._ .�0~ ��,�> �e�,r:� . :-iardcover Variance Required: Yes No� Date of Council Approval: � i�dC'' ��/�-,/�) /�_;ty�4,1.(+�L_-s �tl.�j,_''�t 4:.i''r' ,^�+%{, / Grading: Staff Approval Date• ;�� } `%� By: ,'"�� Council Approval Date. � j.?� f-ti'7< G�;�-Li,S �1•;✓-j��-� Septic: Staff Approval Date: �� ? �`%'rJ By:�� _ � Zoning File: # �- � � Resolution #: Resolution Date: `— RRMARRS (in house) : BQILDING REVIEi�i CHECR I '' . A . IIBC: rONSTRUCTION TYPE: � BLDG SIZE: H. L. W. Sq. Footage: Estimated Construction Value lst Floor x = 2nd Floor x = x = x = Garage x = TOTAL x = Inspections Required: Work Requiring Separate Permits: Site Plumbing Grading/Filling Footing Mechanical Fire Framing Well Water Connection Insulation Septic Sewer Connection Wall Board Fireplace Other Final ------------------------------------------------------------------------------- jZFMARRS (IN HOIISE) : ------------------------------------------------------------------------------- REVIEW BY OTHEItS: DATE: Access: Existing New� �� ,�: � ,,, i - , � � - � �:��_ I / T� L �'i PP � `� _ `��_. BY: ��Z�,\ Access A roval: Date� 1 � ------------------------------------------------------------------------------- REMARRS (TO BE NOTED ON PERMIT) : STATE OF MINNESOTA OEPARTlENT OF HEALTH ABANDONED I�LL RECORD � ��T�� p�y�� MINNESOTA UNIQUE MELL N0. � (leev� pl�nk 11 nOt known) County Nawe To�+nshiD Na� T Sn10 Numb�r R�nq� NuaD�r Section No. FryCtla�of 4 �. MELL DEPTN (capl�ted) Oate s��l�d N �0110 11.7 Sr 23 �� S .S'�' � � /L ,s ft. /� /r� (/ O Nuaertul Street Address and City oI U�11 louNon or Otstanc� fro� Road 5. DRILLlNG METN00 (if knovn) Int�rs�ctton 1�]C�bla tool �p�wrs� 7❑Dr1v�n 1�Oug �-. 175 Landmark I?rive Orono, Mn. �D"o>>� �oa sp�� ep eor.a ty] Show exact loc�tton of weit 30 Rot�ry 60 Jttt�d �Vowr Auqer (tn satl0n qrid rttn '%') Sk�ttn w�p of wll loutton 6. OBSTRUCTIONS N W I 1 obstruttW�Y�s � No _ � _ ,_ _, �a ODstructtoes rwortd�f Y�s [�No If o0structtons unnot bt , • i � � �. n�oved, Contatt lIDN w _ : : : .I- - - E''`�N uo (�\ e.fon :..,,�y. , . , �. _7' n �' , , , , � 1. USE - - � ' ' y�. � �� 1�OoMstic �IbntcoHnq �IN�t Loop _' , • � . I 2�] [rrly�tlon �►ublte �Industry ..�. . ..... _.� . .... 1 C� ap T.:c w.ii ep��c�w� iap co.��+.i �_1 SV__� 1[]A1r Condttiontng 1][� 2. PROPERTY OYNER'S NAME Mailiny Address if dlfferent than B. CASIN6(5) property addr�ss indlcated aDove 1�Bluk IQ TAnad�d 7[] �e Harren 2Q Wlv• S[�W1d�d 3�Piastic EQ SLalnl�ss Sq�l MARDNESS Of , ? �. FORMNT[ON LOG COLOR FORINTION FROM TO — 1n• to /O l tt. If not know�, indfcate fone�ttOn log fron� n�w wll or n��rby rell. 1n. LO It. �� 9. SCREEN �Scr��n�d w�ll Iro*�tt. t0 fOs ft. , (If knovm) �Op�n Nol• fro��It. te� ft. ' 10. STAT C YATER LEYEL �f, ft.�Nlp+ ��Oow c l+nd suMau O�b 1Masund �t� 7 a� I1. MELLNEAO CWWlETION 10 iitlass AdaPt�� Fou�d lurt�d �Basa�nt ofts�t 9� �Well Ptt 16. IiEl41RKS. ELEVATION, SOUNCE Of pATA - CASINGS aEMOVED, CASINGS PEBFOIGTED. ETC. 12. GROUT[NG INFORlMT[ON Grout 3" Wel l l05' Deep Approx. �""` c'"'"` �°inton1i � 4 Bags �£II12Tlt Grout �at�r1�1 iroejGsto L'" tt. cu. yds I1 Bag �3entonite — — 2 Hours I..abor, 2 rlen & Grout P�np 13. NEAREST SOURCES OF CONTAMINAtION _ t�et direction type Yell alsinf�ctM ONon s��itnqt (�Y�s 1�. PUMP ❑Reeawd �Not Pr�s�et Type: 1[1 SuDwrsibl� �L.S. Turpin� �ReclDrocating 2[�J�t �CtntNfugal 6� 15. EXISTIN6 WELIS (Pl�as� tk�te� touttons af abandoned and �etiv� wlls in n��ts seetton or on Oaek.) Othfr unufed rell(f) On prop�rtyT �T�f �No AOanOoned: �V�nan�nt �TaiyOrary �Not s��l�d 1�. WTEN YELL CONTRACTORS CEIlTIfiUTION Thls �wil ws se�led undlr�y JuNsdtetton �ed tMf nport is tru� to the Oest of �y knowi�dq� and D�if�f, , ' U censp lustn�ss Nw liC�ns No. �wa�.:, 345 Slyn� '+�' D�t� i�rk St�lz °iu iFIC1Al ABANOOMED YELL 4ECON0 (!4y be ustd for Vrop�rty Trantfer) N�r of Or111�r INPQTIIIT r llli MZ37 DEdD STATE OF MINNESOTA DEPARTi�ENT OF HEALTN ABANDONED MELL RECORD i. �au►itaM or rEu MINNESOTA UNIQUE MELL N0. � (luw Dl�nk 1f not known) County Naar ��e � TownshiD Nawe Township Numbe� Nanye NuaDer Section No. Fryett`o' y 1. 11ELL OEPTH (ewpl�t�d) D�te s��l�d N ��n� 117 S� 23 yr �S E' � � 1� ft. /�/��/ �� J Nwaarlcal Street Aadress end Ctty o/ Y�I1 Loc�tton or DisNnce froa Rpad 5. ONILLING METNOD (if known) (ntersettton �Caple tool 1�Wv�rf� 7❑Or1wn 1�Oug 175 Landmark Drive Orono , �"°��°"' p�a 5OA1r ep eorya ►ip 3�Ibt�ry 6�J�tt�d �]Vowr Auq�r Shor exut locatton o1 rell (tn stttton 9rid wlt� "%"J Stetch eyp of wetl locatton 6. 08STNUG7ION5 N r � Vkll ODstrutt�d�Y�s No _ � _ . ,_ _� Obstructtons n�ored Y�s ❑No If oCstructlons cannot be ' i n�ovld, COnNtt MDH fore s��11nq. M - - - � • -I- - E � . . ' � �� ._ , . , T �� 7. U�SE • �� y,R. 4 � 1DCiDowestic �Monitorinq �Xe�t loop � ,�y �-{• ' ' ' I V[ Q/ 2�Irriq�tlon 50 Vubltc � Industry ..�. . �.�. _.� . 1 � � ap re:c w.ii ep M,��c�p.i iap ca..�c�.i r.____�.1 Sv— � � 7[]A1r Coeditlontny 11[j I 2. PRODERTY OYNER'S NAME . Mailing Address if different tnan 8. CASING(5) property addnss indicated aDove 1�Black �Thr��d�d 7[] z�j w��. ep w�aa Lee Harren 205 Lindawood Iane, Wa zata �P��=�+� �7 se.,��.:: sc..i 3. fORMATION �OG COLON �FONINTIpNF iROM TO r� tn, to�ft. If not known, fndtc�te forallon loy troo n�w wtl or nearby r�ll. 1n, to ft. �� 9. SC EEN . �Scrt�nW wll f►o� 'y��1t. WJ.��,tt. ([t known) �Op�n HO1� fro�_ft. t0_ ft. 10. STATlC WiER LEYEL -'!� — ft. D�lor �a0ov� l�nd u f�ce D�q IMisund, .1 -/�-� 11. MELLMEAD COMVLEI(ON iQ V1tl�ss AMPtt� �found Buritd 2[]8as�wnt offstt � ' �]WI1 P1t 16. aEMAit[5, EIEYATION, SOUNCE OF OAtA - CASINGS aEM0YE0. CASIN65 PERFORATEO, ETC. 12. G�iING INfORINTiON N��t C�nt 20 pntoMt� �] � Grout Well at 175 Landmark Drive,DY'OTl�O Grout aut�rl�1 froe�ot tt. cu. yds , Grout 2" Well Approx 35' 3 Hours Labor — — 3 Bags �IT�Llt iJ. NEAfiE5T SOURCES OF CONTAMINAT20N 1 Bao Bentonite _ ra.e a,ncc,ue ��.c.�iv�-� ,t!cro. M�I1 disinf�cted Defore s�aling} []Y�s 1�. DUMY �Reeov�d IA Not ins��t /�� ' iype: 1[I Suhrrsf0l� �l.S. TurEine �RecSprouting � 2Q J�t �Gntrlfuy�l 6[] IS. EXISTIN6 YELLS (Pl��s� skete� locatlons of abandon�d and �ttiv� M�llf in rwres 1�CN On 0� 0� Datk.) Oth�r unused NI1(s) on prop�rty? �Y�a No AOanAon�a: �P�nwMnt �Twpora�y � t se�ltd 11. MATER MEII CWITRACTOIIS CERTIFiCATION Thts welt ws ualed und�r�y Jurisdtctton and t�is report Is tru� to CM best of ey knoritdye and Delt�f. DON STODOLA WELL I�ILLI�IG C0. INC. Litenf�� Wttn�ff Nur 1 72 Ltttns� No. Addr�st 1 5 Mt Stqn�d D�t� ct o a o,�. �,- 1`f FFICIAI AWIOOMED YEIL ItECORO (1Yy Ot uftd for /roplrty Tr�nfftr) N�� of DH11�r ZI1Q171Ii's llli NITS ARSD PHONE� � _ �, � ��.�� '�� `� , � _---- _ _ , � ,,,�, i�'3�4f} ' TRUSS , DATE ORDERED �"'�r `'�"`} � ORDERED BY ' MANUFACTURING COMPANY DATE DELIVERED DELIVERED BY ` = ALBERTVILLE, MN. 55301 P.O. BOX 18 C . SO L D TO: �'Cb$ZtZ AtOA. Lti�itl' CO�lBA�► S H I P E�.t'�lbli i�� To: 1�S �.and�nrk �riv� I�ns� Lake l . Roof Pitch �/ 12 Ovh. �� O.C. Chords � Standard Heels Floor Depth Tail �`�� '�I Total Heel Ht. �� PCS. DESCRIPTION PRICE AMOUNT 1 3�'�-¥3" �3t�a1 F�.t��ri �.�E,�'� PF 1�/`2� �.► �--1.��26"t - " 38'-3" C�s 1 �6'-t?' �at,l Pit+� �ipa�rt P� i�./�.2 ffi* 9-�.�/l�" � a��* �'�j .�a �;�'.� ��+�� 3 �9•-3` Ct�c�s�� SL Il*-+6 �f 4'" 5 29'--3" Cd�o�s, QHL �t3" 1 Z9'-3' �ir3er �Carry �iip End�** � ��er�sber 9 15'-5�* Seria�a►ra 12/12, 8L-R 9 i3j16•,SR 3�•*� 1 15'-S�" Scissors l:t/l�, ii�-R 9 13/l�•*�+► 1 15•-2" � l�'-0' Ae�al Pi�ch kiip Caza,er,��t 12j12,�8 3 13�'1 • Z 13"-�'" �iasflrs„P ia/ia,r��-� � i3/i�"s* 1 I3'-Q" 8cia�rs,P 22/I�rT�1�-R �3 13/1�"rQ��••.�!«�+t 9 3.3'-0" �cisawrs,P i2 f 22,��-�t � 13/1�',U�r-R A"�rr 1 13'��" �i.��er t P 12r12, �--� ! 33/lE�" (Carr� 11•-9") � fl��.-R �" 23 ,� ,g�e,� �`► ,�f"'�'� �"=£C�f!#?$ <' �� ' �� h'��U �� LIST PRICE DISCOUNT TOTAL TERMS: Due 10th day of month following purchase. A FINANCE CHARGE equal to f� �/ _ /_ 1Ya% per month, which is an ANNUAL PERCENTAGE RATE OF 16% shall be made �GQ•iG� on all past due accounts. MINIMUM FINANCE CHARGE 50� on accounts ot less � than$50. �4(�I _ _ , _ ' . ��r • REVIEW ALL PRODUCT DETAILS PRIOR TO AND DURING INSTALLATION OF TRUSSES. • DO NOT CUT OR ALTER TRUSSES. • TRUSS MFG. CO. IS NOT RESPONSIBLE FOR ANY JOB SITE ALTERATIONS WITHOUT PRIOR APPROVAL BY TRUSS MFG. CO. AND LOCAL BUILDING OFFICIALS. • IF ANY QUESTIONS ARISE, PLEASE CALL (612) 497-3324. REFER TO INVOICE NO. ��%y� . NOTE CHECK FOR THE FOLLOWING SPECIAL CONDITIONS ON THE ENCLOSED DRAWINGS. � BEARING BLOCKS 0 TOP CHORD BEARING ❑ INTERIOR BEARING LOCATIONS �`' PIGGYBACK DETAIL ❑ CONCENTRATED LOAD LOCATIONS�MULTI-MEMBER � HANGER CONNECTIONS NAILING SCHEDULE � LATERAL BRACING ❑ CANTILEVER LOCATION � T-BRACING .,� T�vs f Ei4 yov r O SCAB BRACING O ❑ STRONGBACKS ❑ TRUSS MANUFACTURING COMPANV P O BOX 18 ALBERTVILLE. MN 55301 . � . • ' THA ADJUSTABLEER . • : � Fjeld adJusta6le as face or top-flange mounted. ! �� Extra long straps allow tu11 code nailing and can be I�eid lormed►o give top ttange hanger � convenience.Consult a S�mpson representaUve lor alternate na�lmg panems nol I�sted. . ,O NO BOLTS REQUIRED. The THA uses the slant na�l feature for added strength and � � salety.The new THA29 has a 2'/."bearing length. . Palent Nos.�,241,996 , snd I,t80,911 MATERIAL; • 18 or 16 gauge steel:see table � C�n�d�Prient 19lS FINISFI: •Galvanized M • . INSTALLAYION: • Use all specitied lasteners.See General Note 7,page 2. •Two d�tterent insfallation methods(�ndicated in the table)may be � used as follows: � • Maximum nailing—All tace nails must be appl�ed according . �. to the table,but the nails used for the carried truss attachment � � must be driven at an angle so that the nails penetrate through the comer of the truss into the carrying member. • ! •Minimum nailing—For the THA29 the minimum nailing sched- � ' ; ule requires the use oi carried truss slant na�ling as detailed ! above,and that the strap be fietd formed over the carrying mem- • � ber a minimum o}2v::A mirnmum ol four lop and four face nails � ' :;- .' must be used. •For alt models except the THA29,the minimum nailmg schedute ��i.�," � ', may be followed where slanl nail�ng is not poss�ble,provided the T ical ThIA strap is field}ormed over the top of the ca�rying member a h� ;I YP minimum of 1�/a"1or the THA2t3 and THA413�nd 2'/i lor al� �r�2 29) Instatled ,f�1NP others,and a minimum ot four top and two tace na�ls are used. TMA �Z; The slant na�ling tabs are eas��y stra�ghtened so that the na�ls can be driven stra�ght into the truss(see tabie lor the allowable loads). CODE ACCEPTANCE: •All models except the THA29 are BOCA, ICBO and SBCCI accepted(see Evaluation Report No NER-209)and Metro-Dade Counry accepted(Acceptance No 86-12t8.1).THA29 accept- Slant ance is pending. Ne�i��9 / DIMENSION$ FASTENERS ALLOWABLE LOAGS MODEI MATL CARRYING CARiitED AVG NO. W �, C MEMBER MEMBER ULT TOP FACE STRAIGHT (SLANT UPUFT NORM MAX THA29 18ga lsie ��,�.° 5'/� �-1� 4•tOd — a-t� Bt67 8�0 2635 2635 9' /�e — t6•tOd — 4•tOd 8250 800 2+95 2500 '/ �. ��,� , .,,�� • •. .,,� "Ty plcal THA Minimum Natling Conflyuration 1.T�e'H"d�mens�on lor tht minimum na0�np taM�p- unt�on�s tne m�,�mum Ae�OM Doss�Dle 10 pet tAe � roQu�red two na�ls into t�e lop of tAe arrpnp G . Q � lypical THA29 Instslled memDer � �� 2.16d s:nkers rtuy De used to repl�ce 160 wmmon ' � n�ds at:�ot Me t�Dle v�lue . '�'�'. 3.Uphtt ioads have Deen increaxd 3J•i.fa wind or . � ,;�;� arlhquake load�np witn�o furt�er increase�Ilowed. ' Reduce alto«able upbtl lor norm�l lo�dinp crdena . Luth 75 GnliltvEr�pnsifuCtiOn. • • • THA29 . - . . ` � � M _ -- -_ - . c � •::%I.0 . •M.,, • � � �\ iIIIIi� I. • � Nlii�. � /II/ A �� Wr ` 1 �� c Cop�i�pn�19l11 S�MPSl1M SfqUMG fl(COMPANY Iq� TRIPLE GIRDER WITH � 2X10 VERT, WEB 3/4'DIA, M, HOLTS W/WASHERS � � - - _ - {� � ,..,., - - - �. _ _ - --- � , � . . . ___ . � ,� ' --- 3 5/S 3 - i6D Na�LS EACH SIDE , , .UNITED STEEL P�ODUCTS C�MPANY. � nDEr a��i�� 703 RDGERS DRI'�,'E, F�1�r�1TG0E1ERY, MN, 5�0�9 �� e+►� CONSTl�UCTLON rwenvMet RHONE i� i�:� ?6� 7?33 . ' ` r 1�� . � � . . � . � COt�IENTS AND RECOMMENDATI�NS RECARDING REPAIRS dECAUSE NOOD FLOOR AND ROOF TRUSSES ARE DESICNCD F'OR A SPGCIFIC PIiRP�SE TIIEY SIIQULD �IEVER BE CUT. MADIFIED., OR FIELD REPAIRED IF DMUCED� WITHOUT APPROVAL FROM A PR�T'F.SSIONAI. CNCINCCR. REPAIRS GENERALLY FALL INTO THREE (3) CATECORIES: 1. TRUSSES DAMACED IN DELIVERY OR ERECTION 2. MODIFICATIONS DUE TO DIMENSIONAL ERRORS OR UNEXPCCTED FIELD CONDITIONS 3. IMPROPER INSTALLATION REPAIRS FALLINC INTO CATECORIES 2 AND 3 ARE CENCRALLY DEFINITIVE IIY NATURE, AND CAN BE ANALY2ED FOR THE NEN CONDITION OF USE. D.�.`:AGED TRUSSES �N ST BE CAREFULLY EVALUATCD TO DETERPtINE THC EXTCNT OF THE DAMACE AND FEASIBILITY OF REPAIR. IN SQ`tE CASES THE PRU�ENT SOLUTInN IS TQ SCRAP T11E DAMAGED TRIISSES AND RCBUILD. INTERNAL WOf1D FIBER DAMAGE OR EXCESSi�'E PLATE STRESS FRO�t LATERAL FLEXURE OR Sl10CK CANNOT BE RGADILY DETCCTED, T}IEREFORE IT IS VITAL THAT THE TRI�SS FABRICA'fOR AND BUILDINC. CONTRACTOR COPISIDER THE CAUSE (�F TtiE DA1�IAGE IN TFIEIR DECISIAN WHETHER TO REPAIR OR REBl�TLO. , REPAtR DRAWiNGC PREPARED BY ALPINE ENGiNEERED PRODUCTS ARG BASCD ON T11E PREMISE Ti�AT THE TRUSSES ARE NOT INTERNALLY I DAMAGED. EACII REPAiR IS MADE 'f0 RESTORE THE STRIICTURAL INTCGRITY n� THE SPECiPIC ITEMS iNDI(:ATED (�N THE REPAIR ORAVINC. AN INSPECTION BY THE TRUSS FABRTCATOR (QR HIS REPRESENTATZVB) � (1R NY THE LOCAL BU1LDtNC DEPART`IENT. AFTER t Ct�MPLETION OF REPAIRS. TS REQUIRED TO VERTFY COMPLiANCE WITH ALPINE DCSIGNS AND SPECIFtCATIONS. /�1a1!T'�A /�IArMwI A CO/r Oi T!M OElqM TO OIlCTION OOIfT141CT011 IMOORTAMT: Kw� en.�eeweo .wooucri nc. MIAfiNIN�• nK,.so aouwe m�n.r p -- �«u wt�r�yorral ia.w.oew►na+n�or�►oe "'^�"w�►o�i�a e�e c��a+�ro�w.c.+a . 09—2� 8 7 s�ancw+wNw�w.o�na�mounnocs�o�.►.. �cc •s■n�rr �w►cna w000 rw�sa: TC LL: -- rS� �— cwnc��u� �wo �coor..rra�iio.e� . �.�.r.r rv wa�o nt t�.� �ca�o�w+.rx w.r►. r►r �� sEt r►s� aaar� so� �oomo►.K '9 w.�+►.m+rwo►wwww•n rr+..�.a ca.�c,o�e Me WUK ni..�u.c�r s�ucwa nFou«r• TC Ol: �— ►SF $70 1 3 S rw+s.rn�rn�ww s owoe o�.v..aD�na var» �►n� u.aw or►�w»uc ��ow.a ro. - o*+we.ue so..� .ecn.o �ra�s�crrts d�w.r aa.o sHa� �e un�u.► �w�czo wm� 8C Ol: —' ►ff wAn'� � u��ot w uR�Oo�+rCrO�/TO�Dn�r��T UW JO�+T ^Krrilr �rTwcKo Rrw000 s+twn�q wno.� wcrro r�nn� ��a�o a►�.o o� TR V SS •ro ioun u �own r,uM+o wono �� .• �o.r...i wa►u�r wuw�►.or�o rrer oc a>.r�r . TOT. l0� --__ r5� -- wa� ont+w�ae so�.a a�o�. sr�io ooso� u+e r�w avon �tw rrh �erNn,�rr wfw A/R�f rwO�AMPQ O��O�It w0'�r►R T�►no►uwn 0 R FA : / � 'TH• IIIUSS�lt1(MIStITU1(.MOS �NA�I[)MA�(„'jlGNS►1[KKA/10N10�1�AlOIx1(ONS1M/�TIOM YACING rr�E: RFPAIR - JOB: 25442 LK PIG FOR 38' COMNS THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS> SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 MSR-SPF 165�F-1 .5E USF 3X8 TRULOX NAIL PLATES WITH 4 NAILS EACH MEMBER NEAR z BOT CHORD 2X4 MSR-SPF 165�F-1 .5E -� FACE, SAME NUMBER REOUIRED ON FAR FACE. USE �.131" X 1.375` WEBS 2X4 SPF STAND. SCOTCH NAILS OR E�UAL. cn m PIGGYBACK DETAIL 2X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING e � G] C36"] ON CENTERS MAXIMUM SPACING. ATTACH TO EACH TOP � CHORD WITH (2) 16D NAILS. BRACIN6 MATERIAL TO BE � SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE pp SUPPORT BY AN ERECTION CONTRACTOR. � W 0 �-- � . 4X4 ' 8.00 � �B.DO 3X4 3X4 f . . �' 2-8-9 -8-9 5-5-1 OVER SUPPORTS R-2 Ik Y- 3.5D' R-29DIk - .50" PLRTE TYPE--RLPINE $EON--186376 FURNISH R CDPY OF THIS DESIGN TO ERECTION CO T CTOR r�v i�.o.e sr�-o.s000 0 0 0 0 0 0 ��NEERED attooucrs, INC. TRI�SES NEOUIRE EXTREIIE CRRE DESIGN CRIT REF -- ��I MPORT RNT�f SHRLL 1�T BE RESPONSIBLE fOR RN'f w RRN I NG IN HRNOLINC, ERECT[ON RND � � � � OEVIflTION FROtl THESE SPECIF[CHT10N5 OR W�IY OEV]HT[ON FRON BRRCIHG.SEE 'BYT-76'�fBRRCINC YOOD TRUSSES: TC LL �O.0 PSF DRTE � � � � � � � THIS DESICN OR RNY PRILURE TO BUILD THE TRU55 IN CONFORFWNCE COtlf1ENTflflf f�ID fiECp111EN�RTIDN5-;TPI7_ SEE o � n o YITH TFE 'OIIRLITY CDNTROL I1WJUflL'BY TPI. RLPINE CONNECTORS iH15 OESIGN FINi FOO(TIDfAL SPEC[RL PEPo1R- TC OL �O.U PSF DRIfG hWUSERs 88343016 - o a o � RRE I7RNUFHCTLRED FR017 20 GRUGE GfiLYRNRE� STEEL UPLESS NENT BRflCING REOUIREIIENTS. UNLESS DI'HERYISE �"; � PIN o OTHEflY]SE 5HD4N, MEET[NG REWIHEHENTS OF RSTII R446 GRROE H. SHOYN, TOP Ct10R0 SHRLL BE LRTERNLLY BRRCED B BC DL 1 O.0 PSF MN-ENG L.L.K. � o RPPLY CDNNECiORS TD BOTH FRCES RT EHCN JOINT FUO IOCRiE flS YI1H PROPERLY RTTRCHEO PLYYOOD SViER1H1NG, TOT.LD. OO.O PSF 0/R LEN. 5-5-1 -�� TRUSS o SHOMN. BEflRING Y[01H5 RRE 4"NOMINRL UNLESS DTHERYISE ShqYN. BOTTp1 CHORD 4ITH flICID CEILING OR BRHCING p r� •'=i � GESIGN STRNDWiDS CONFINtN YITH iPPLICRBI.E PflOVISI0N5 OF fl5 SPECIFIm ON DESIGN. �0 NDT USE iHIS Q�,F�. �,.1 5 P I TCH O.O�1 G �NDS RrD �iPI (PCT). OESIDI YITM FIRE RETRR�HNT TREHiFD LUMBFA. r.� C� 0 O O O �__THI � iRU55 PLR7E [NSTITUTE NDS - NHT[OWFL DESIGN SPEf.IFICRTION FOR YIiOD CONSTRUCTION SPRC I NG 2�I.O TYPE COMN-- .. JOB: 254�2 LK PIG FOR 38' H-6 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 MSR—SPF 165�F-1 .5E USE 3X8 TRULOX NAIL PLATES WITN 4 NAILS EACH MEMBER NEAR Z BOT CHORD 2X4 MSR—SPF 165�F-1 .5E ..� FACE, SAME NUMBER REQUIRED ON FAR FACE. USE 8.131" X 1.375' wEBS 2X4 SPF STAND. SCOTCH NAILS OR EOUAL. � m PIGGYBACK DETAIL 2X4 �3 HEM—FIR OR BETTER CONTINUOUS LATERAL BRACING 8 � O� [36"] ON CENTERS MAXIMUM SPACING. ATTACN TO EACH TOP � CHORD WITH (2> 16D NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE o�D SUPPORT BY AN ERECTION CONTRACTOR. W � � O r O � �X� 4X4 , 3X4' iz ---- �2 3X4 8.00� �8.D0 � � - X3 � 1 .5 2-3-7 - 0 32-3-7 5-5-1 OVE SUPPORTS — D� Y— 3.5D" R-290 Y— 3.SD" PLRTE TYPE--RLPINE SE�N--186465 FURNISH R DPY OF THIS DESIGN TO ERECTION C NTRRCTOR REV l4.0.8 SCRLE -O.S�D F�P[NE ENGINEEqEO PROOUCTS, [NC. TBUSSES REOUIpE EXTREf1E CRRE OESIGN CRIT REF -- c� �� o 0 0 ##IMPDRTRNT�+� �+��Nor ee a�SPo�s��.E FOR RNY WRRNING IN HRNDLING, ERECTION RNU r�f c.� �� o pEYIHTION FRDM THESE 5PECIF[CRTIDN5 OR RNT DEYIHT[ON FRDM BHHCING.SEE "BYT-76',IBRRCINC Y�CU TRlISSES� TC LL �O.O PSF DRTE 1 C I SB �� TH[5 DESIGN DR F1NY FRiLURE TO BUILD THE TRUSS IN CONFDRFHNCE CONIENTRRr RHD RECd111ENDRTIDNS-tTpIl. SEE �_� o 0 o rIITH TFE 'OURL[TY CDNTROL tIFNURI' BT TPI. RLPINE CONNECTORS THI5 DESIGN FO(i FOD[TICt�FL SPECIRL PERMR- TC DL lO.O PSF DRVG MNUSERs 68344010 C� �� o O RRE f1RNUFPCTUiED FR011 2D GflUGE GflLMRN[ZEO STEEL UllE55 NENT BRHCING REOUIREMENTS. UNLESS OTHERMiSE g BC DL 1 O.Q PSF MN-ENG L.L.K. �.J LP I N Q OTMERIIISE SHOItN, REET[NG REO'JIREtlEHTS OF i6TN R446 GRHOE R. SHOYN, TOP CHORD SHRLL BE LRTEflRLLY BRRCEO � RPPLt C�VNECTORS TD BOTH FACES RT EPCH ,AINT fi1D IDCRTE RS Y11H PhOPERLY NTTRCHEU PLYYOUO SHEHTHING, TOT.LD. 60.0 PSF 0/R LEN. 5-5—i � _ i TRUSS � �--� >H�YN. HfHR1NG VIOTH: FflE 4' NGf71NFi UNLFSS OTHE(NISE SFOYN. 80 Rfi1 LHORG YITH HIGIU GE1l.ING GH BPRC[NG N p �j 'J.;If,1i `,IF.nfiGN!i', f,f,1lf�Ok11 Y!M fPPIIfF't6LE PRIN151UHi GF FS },i'FCIF�Ifll UN IiF:�iIGN. DI)W)� U5C THIS �UR.Ff7l.'. 1 . ,�5 PITCH O.D�1G ,r,�c. .�ri (?".il. �ES7(A1 YIIN{INt ��t:i�,ma�tir ir��_�;r�i, ��,��,t��. SPRCING 24.�' TYPE HIPS-- � , � , c ..i �. �i r__� r.�7 � -IPI - INUSS YLHIE INSIITU(E NGS - N3((GNHL �FSIGN$PEI:IFIChfIf:N FUN YIAD I:pNSfkULi1LN � _ ::au_ JOB: 25442 LK 1-11-4 END MONO THIS D'dG. PREPARED FROM COMPUTER INPUT {LOADS & DIMEtJSIONS) SUBMITTED BY TRUSS MFR. �_.:a..a.a��-. TOP CHORD 2X4 MSR-SPF 165�'f-1 .5E TC X-LOC L-R: �.29 1 .65 Z BOT CHORD 2X4 MSR-SPF 165,�F-1.5E C WEBS 2X6 MSR-SPF 18,0'.0E-1 .6E, EXCEPT AS SHOWN BC X-LOC L-R: i0'.29 1 .65 tJ) m � :W1-2X4 SPF STAND. . � OD � W � W O r O 1 .SX3 s 12.OD 2-9-1 . � 0-9-13 � 2X4 1-9-D 1-11 4 OVER 2 SUP ORTS R-220# Y- 3.5Q" R-B1# w- 3.50" PLRTE TYPE--RLPINE SE�N--186339 FURNISH R CDPY OF THIS DESIGN TO ERECTION CONTRRCTOR �v i4.o.e sca�E -o.s000 0 0 0 0 0 0 �P�ME f?1G[NEENED Pp0IX1CT5� INC. TNUSSES REOUIRE EXTREf1E CRRE �ESIGN CRIT REF -- '�f I MPORTRNT'�� SHRLL NDT BE RESPONSIBLE FOR RNf w RRN I NG IN HRNOLING, ERECTION Rf� I' o O � O ,EVIRTION FRD17 THESE SPECIF[CflTI0N5 ON RNY OEVIHT[ON FROM BRflCING.SEE 'BYT-76",�ea�c�r� u000 rRuss�s: TC LL TO.0 PSF DRTE � B�BB o t� O O THIS OESICN DR RNY FRILURE i0 BUILD THE TRU55 IN CDNFORI'RNCE C08RENTRRt FNO flECOM1IENURTIDNS-.TPll. SEE �_� �-� o O YIiH TFE "OURLITI' CONTRGL 17FNURL' BY TPI. RLPINE CONNECTORS THIS OESIGN FOfl R�0[TIOIA�SPECIRL PEPo1R- TC DL lO.O PSF DRNG MNUSErts BB34HOIO L. O � o RRE I1MUfRCTLREO F(t017 2D GRUCE GN�VRNIZED STEEL UN.ESS NENT BRRCIHC REOUIREHENTS. UNLESS OTHERM[SE g BC DL 1 O.0 PSF MN-ENG L.L.K. �� LP I N � GTHERYISE SHDMN� IfEET[HG REOUIREtlENTS Of RST11 R446 GRR�E R. SHOYN� TOP CMORD SHRLL tlE LflTERRLLf BflRCEO �+ /� flPPL`( CONN[CillRS TD 80TN FRCES RT ERCH .AINT FMO LOCRTE fl5 YITH PROPERLY RTTACHEO PLYY�DO SN[H7H]NG, TOT.LD. OO.O PSF 0/R LEN. 1-1 1''T �J _, TRUSS o SHOVN. BERRING Y[OTHS WtE 4'NOMINHL UNLE55 OTHERYISE SFqYN. 801Tp7 CHORD Y[TH NIGID CEILINC OR BRRC[NG r� - � UESIGN SiRNDFY2D5 CONFOfitl YITH RPPLICRBLE PRDVISIDNS OF RS SPECIPIm ON OESIGN. DONOT USE 1HI5 OUR.FRC. 1 . 15 PITCH 1C.��1� �- J -� :NGS R1D •TPI (PCT1. DESIGN YITH FINE REIFRORNT TNCH�fED I_UtlBEA. c�� c� [_-� o 0 0 � .�pt _ ;RUS�FLRiE INSTITUTF, NGS - NRT[ONflI. DtSIGN SPECIfICFTiGN FUR YD00 CONLfRUCIIGN SPRC I NG Z 4.O TYPE MONO-- JOB: 25442 LK 38' DP 4-1 THIS DWG. PREPARED FROM COMPUTER INPUT tLOADS � DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 MSR—SPF 165�F-1 .5E TC X—LOC L—R: �.29 3.62 9.75 15.92 22.�8 28.25 34.38 Z BOT CHORD 2X4 MSR—SPF 165�F-1 .5E 37.71 WEBS 2X4 SPF STAND. , EXCEPT AS SHOWN BC X—LOC L—R: �.29 3.72 9.75 15.92 22.�8 28.25 34.28 cC 37.71 m :U1-2X4 MSR—SPF 165�F-1 .5E : � �—� � CAMBER 3!8" AT MIDSPAN BETWEEN BEARINGS. 2 COMPLETE TRUSSES RE�UIRED � FASTEN TOGETHER WITH s 16D NAILS � ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. TOP CH ------------------ 12" O.C. w WEBS ------------------ 4" O.C. STAGGERED �j BOT CH ------------------ 16" O.C. O r F-- 6X10 3X5 4X5 5X5 2X4 4X5 6X10 12 3X5 ' s.00� � B.0 F�►� ' i `�« 2X4 3X9 4X5 3X12 3X9 2X4 #S18-3X10 CA,,,�e �' � '"'ysr""' 1-4-0 3-6-15 30-10-3 3-6-15 1-4-0 38-0-0 OVER 2 SUPPORTS R-2384# Y— 3.50" , R-2384# Y— 3.50' PLRTE TYPE--RLPINE SEON--166343 FlN2NISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR REy 14.0.6 sc�.E - o_�e�s FLP[NE ENGINEEREO PRODUCTS, lNC. TRUSSES REdJIItE EXTREME Cf�tE � � � � � � ��I MPORTRNT�� SHRLL NOT BE RESPONSIBLE FOR � WRRN I NG IN HRNDLINC� ERECTION RND OES I GN CR IT RE -- o � o o OEVIPTION FROi1 THESE 5PECIFICRiIDNS OR FNY OEYIRTION FRW1 BRFlCING.SEE 'BYT-76',[BpRCING YD00 TqU55E5� TC LL 'TO.0 PSF DRTE 1 � S�BB r-� o O O THIS DESIGN OR FNY FRILIME TO BUILD THE TRU55 IN CDNF�RI'fiNCE COtl11ENTflRt f#10 RECd111EWlRTIDNS-�TPI). SEL' --- [=7 O O YITH Tf£ 'OURLITY CONTRUL 11FNUflL'BY TPI. RLP]NE CONNECTORS TH15 OESIGN FDR FDDLTl01AL SPECIRL PEPo1R- TC DL lO.O PSF DRYG HNUSER6 �88343011 � o 0 o RRE t1FM1UFRCTUtE� FR011 20 6faUGE GRLVRNIZED STEEL lMLE55 NENT BRRf:ING REOUIREMENIS. UNLESS OiHER4ISE L� LP I N o �THERYISE SHDYN� MEETING REOUIREtlENTS OF RSTtl R446 GNROE fl. SHOYN� TOP CHORO SHRLL BE LRTERFtiLY BRRCE� B BC DL 1 O.0 PSF MN-ENG L.L.K. .. FiPPLY CGNNECTOkS TD BOTH FRCES RT ERLH JOINT flI�D LOCRTE HS YITH PRUPE:fIY flTTFiCHEU FLYYOOD SHERIHING, TOT.LD. 60.O PSF 0/R LEN. 38-0-D -- CJ TRUSS � �HOMN. BERHING M(DTHS RftE 4'N0111NF1 UNLESS OTHERYISE SFUYN. BOTTp7 CHORD Y[TH flIGID CEILING OR BRRCING p �__._� _7 � GESIGH SIRNOHRDS CWFDNtl YliH fpPLICRBLE PRONISIDNS OF flS SPECIFIm ON �ESIGN. 00 NOT USE THIS ��.FRC. 1 .1 5 P I T C H O.�� NGS RI�D tTP1 IPCTI. p PpTENT NOS. 4 549 838 HND 4 G25 535 DESIGN YITH F1RE RE7HNURNT 1RERTEll LUtIBEfl. c=� �7 t-� o 0 o f__��pl - iItUSS P�R1E INSTifUIE NGS - tFT[G�dRL DESIGN SNECli-IGHTIGN FUR Y[i0D CUN,''.L2UC110N SPRCING Z�I.O" TYPE HIPS-- JOB: 25442 LK 38' DP H-2 THIS DW6. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS> SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 MSR-SPF 21��F-1 .8E TC X-LOr. L-R: g.29 3.49 6.62 12.79 19.�� 25.21 31 .38 Z BOT CHORD 2X4 MSR-SPf 165HF-1 .5E 34.51 37.71 WEBS 2X4 SPF STAND. , EXCEPT AS SHOWN BC X-LOC L-R: �.29 6.43 12.79 19.�� 25.21 31 .57 37.71 tCn LT. BLOCK 2X4 �2 OR BETTER �T1 RT. BLOCK 2X4 �2 OR BETTER ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. � � :W1-2X4 MSR-SPF 165BF-1 .5E : [61" NOMINAL BEARIN6 RE�UIRED, OR [4]" NOMINAL BEARING � y�WITH 2X4X12" BLOCK SAME GRADE AS MEMBER. W 71 ATTACH WITH C5716D NAILS. REFER TO DRAWING 139 � FOR NAIL SPACING INFORMATION. W O r N 6X8 3X5 SX5 3X5 6X8 3X�+ 3X4 -- , �z � e.�� 1 8.00 3� �"`� �. �Xq 3X4 4X8 3X8 4YB 3X4 5zq � —– #S18-3X10 #S18-3X10 1-4-0 6-6-15 24-10-3 6-6-15 1-4-0 38-0-0 OYER 2 SUPPORTS R-2364# Y- 3.50' R-2384it Y- 3.50' PLRTE TYPE--RLPINE SEON--186350 Ft�2NISH R CDPY OF THIS DESIGN TO ERECTION CONTRRCTOR REV 14.0.8 sc,�-o.ie�s ��IMPORTRNT�'�' SHRLL�I�T�BEERESPDNSIBLE�FOq (RNY TRUSSES REUJIRE E%TRENE fARE OESIGN CRIT REF -' � O o O o o WRRN I NG IN HRNOLING� ERECT[ON RI� n n � � � DEYIHTION FR011 THESE SPECIFICRTIDNS OR WJY OEVIRTIDN FROH BRflC1NG.SEE '&IT-76',tBRF�i� Y000 TqUS5E5� TC LL 4O.0 PSF DRTE 1 IOO ISS � �� THIS DESIGN DR RNY FRILURE TO BUILD THE TRU55 IN CONFORI'fiNCE CDMt1ENTflRY HJD RECOMf7ENDRT[ONS-•TPD. SEE c� [� O � yITH TFE '�URL[TT CUNTROL flFY�IUFL' BY iPL �RlP1NE CDNNECTORS THIS�ESIGN FDR RU�[T]ONFiL SPECIRL PERMfl- TC DL 1 O.O PSF DRIIG MNUSERs 68343012 c� o 0 o RRE 17RNUFRCTURED Fk011 20 GRUGE GHLYRNIZED STEEL UILE55 NENT BRflCING REOUIf�f1ENi5. UNLESS OiHERY[SE � LP I N o OTHENYISE SHOYN, MEETINC BEOUIREBEMS Of RSill fl446 GRROE fl. SHUYN, TOP CHORD SHRLL BE LRTERfLLY BRRCEU B BC DL �O.O PSF t1N-ENG L.L.K. FPPLt C�NNECTORS TD BUTH FRCES RT EflCH JOINT RID LOCflTE HS YITH PROPERL.Y flTTRCHE�Pl.YY000 SHERTHING, TOT.LD. 6O.0 PSF 0/R LEN. 38-0-0 TRUSS SHOyN. BEFRING 4(OTHS RRE 4'FqMINFI UNLESS OTHERYISE SHOYN. B�TTp1 CHJRD YITH RIGID CEIIING OR BRHCINC ` � � ouR.FRC. i . 15 PITCH 8.0/12 �__, _� � DESIGN�S�RNDffiDS CONF9Rfl YI�H iPPLICflBLE PROVISIDNS OF HS SPECIfIED DN UESIGN. DO NDT USE THIS �NDS R�•iPI tPCTI. p ppTENT NDS, 4,549,838 flN0 4,625 535 DESIGN YITH F1HF RETFlN�RNT TREflTED LUt18ER. SPRL I N G 2�.� TYPE H I PS-- L� � -� L, � � � t-fPi - IMIiS:PLRIE LNSi11U�E NDS - PHf1UHRl. DLtiIGN SPEC:tIf,R11;�4 F�H YiAO CIIN:THUCIIGN . __ .._ ..�.._�..�..�..-T,�.�.___ ._..__. . . .... . . . . . � . -.. _ .. � . ,_.__...__�... � .. ...._ . . . .y„m..�,--,.. '_ra...-.--.. JOB: 25442 LK 38' DP H-3 THIS DWG. PREPARED FROM COMPUTcR INPUT (LOADS & DIMENSIONS) SUBMITTEO BY TRUSS MFR. TOP CHORD 2X4 MSR-SPF 18��F-1 .6E TC X-LOC L-R: �.29 4.99 9.62 15.86 22. 14 26.38 33.H1 Z BOT CHORD 2X4 MSR-SPF 1650f-1.5E 37.71 C WEBS 2X4 SPf STAND. BC X-LOC L-R: �.29 9.72 15.86 22. 14 28.28 37.71 tA LT. BLOCK 2X4 �2 OR BETTER m RT. BLOCK 2X4 �2 OR BETTER (A>1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH � � 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. ERECTION CONTRACTOR. pp � C6]" NOMINAL BEARING RE�UIRED, OR C4lN NOMINAL BEARING � WITH 2X4X12" BLOCK SAME GRADE AS MEMBER. � ATTACH uITH [5716D NAILS. REFER TO DRAWING 139 O FOR NAIL SPACING INFORMATION. �j 6X10 - SX5 2X4 6X10 4 X 5 ��`L \ I �� j�w y X� . _12_ \ � CR) / 12 , B.00� I � �B.OD �''=S 3� — - --- —_�— — -- 3X4 6�,t� 5XB � 3X�I �F � bz� ---- 4X6 4X6 "g 1-4-0 9-6-15 18-10-3 9-6-15 1-4-0 38-0-0 OYER 2 SUPPORTS R-23B4# Y- 3.50" R-2384# V- 3.50' PLRTE TYPE--RLPINE SEON--186354 FURNISH R CDPY OF THIS DESIGN TO ERECTION CONTRHCTOR REY 14.0.8 scs� -o.ia�s RLP[HE ENGIHEERED PHODI�TS, INC. TRIfiSES REOUIIIE EXTREME OiRE QESIGN CRIT R� -- O � O p o o �*I MPORTR N T** SHFlLL NDT BE RESPDNSIBLE FOR RNT WRRN I N G IN HRf#ILING, ERECT[DN RNO /� � o � � DEYIPTION FRD17 TNESE SPECIFICRTIONS OR FNY DEYIRT[�N FROM BRf1C1NG.SEE 'BYT-76',[BRRC[NG Y000 iflUSSES� TC LL 'i O.O PSF DRTE 1 I S I S o O o o YIiH TFEICOURLITYYCONTROLE T�OUB�UIL�T PITRUS�SP'N�CC�NEC�TORS THOIS OES�ICN�FORECF�O[TIRONRLNSPEC[RL PERMRE TC DL lO.0 PSF DRVG MNuSERs BB343Q13 O O O O FRE MIRNUFRCTLRED FR017 20 GflU6E GflLYRN[ZED STEEL UKESS NENT BRRC]NG RE�UIREMENTS. UNLESS OTHERY[5E � LPIN O OTHEflYISE SNOMN, MEETING REGUIREIIEMS OF HSTI1 Fl446 GRRDE R. SHDYN, TDP CHORD SMRLL BE LflTERPLLI' BRRCE� B BC DL lO.O PSF MN-ENG L.L.K. - RPPLV CONNECTORS TD BDTH FRCES RT EHCH ,AINT RPO LOCRiE RS YITH PROPEFLY RTTflCHEO PLYY000 SHER7HIN6, TOT.LD. OO.O PSF 0/R LEN. 38-0-0 SHGMN. 8EFR1N6 4IDiH5 RRE 4"N0111NRL UNLESS OTHERYISE StiOYN. BOTTq1 CFWRD Y[TH flIGlO CEILINC OR BRRC[NG r� TRUSS CESIGN 5iRNUFR05 CONFIX7N YIfH RPPLICflBLE PROVISIDNS OF HS SPECIFIEO ON �ESIGN. 00 NDi USE THIS DUR.F�. 1 . 1 S P I T CH 8.��1 C � O +NJS RNq •TPI [PCT). OESIGN YITH FIRE RETRRDRNT TRERTEO LUNBER. C� � � � O � r-_TPI • iRUSS PLRTE INSTITUTE� N�S � NiT[ONFL OESIGN SPECIFICRTION FOR YWO CONSTRUC1fW SPRC I NG 24.O" TYPE H I PS-- JUB: 2544Z LK 38' DP H-4 THIS DWG. PREPARED„ FROM COMPUTER INPI)T tLOADS & DIM[NSIONS) SUEMITTED BY TRUSS MFR. . . , .y �.. _ . .�Tr�u�.�..,.��.:.�u.rn.r��w,..i.r,c: � �.; � �.aY.rnca.�r:�t:.� TOP CHORD ?X4 MSR-SPf 210'.0E-1 .8E TC X-LOC l-R: lt'.T_9 6.49 12.62 13..QlA' 'S.�B �1 .51 37.71 =; EOT CHORD 2X4 MSR-SPF 165.0E-1 .5E Z WEES 2X4 SPF STAND. BC X-LOC L-R: b'.29 9.7�0' 19.k'1.0r 28.3.0' 37.71 CCn LT. BLOCK 2X4 �2 OR BETTER m RT. BLOCK 2X4 #�2 OR BETTER , iA)1X4 "T" BRACE. SAME 6RADE AS WEB MEMBER. ATTACH WITH � O� Sd NAILS @ E" O.C. BRACING MATERIAL TO BE SUPPLIED BY ALL NAI!S SPECIFIED ARE COMMON WIRE NAILS. ERECTIO;� CONTRACTOR. � . � [6]" ��nMIyAI t�E^RiPa.r, RFQUIREO, OR Cd]" NOMINAL BEARINC � � WI'I'H 2X4X12" BLOCK SAME �RADE AS MEMBER. ATTACH WITH [5]16D NAILS. REFER TO DRAWING 139 O FOR NAIL SPACING INFORMATION. � �xR 2X4 6XB 3X6 2X4 / 2X4 3X6 � 1� �R� iZ B.OU� �B.00 � �� 4X5 3X6 3X8 3X6 4X5 �� 1-4-0 12-6-15 12-10-3 � 12-6-15 1-4-0 38-0-0 OVER 2 SUPPORTS R-2369p Y- 3.50' R-2364# Y- 3.50' Pl_RTE TYPE--RLPINE SE�N--166356 FURNISH R CDPY OF THIS DESIGN TO ERECTION CONTRRCTOR Rev ia.o.e sca�E - o.ie�s RLPINE ENGINEEf�D PqODUCTS, [NC. TBlSSES REDUIHE E%TREHE CHRE �ESIGN CRIT REF -- c= � � O � � �+�I MP ORT ANT�f SHRLL NDT BE RESPONSIBLE FINi WIY WRRN I NG IN HRN�LING� ERECTLON RNO r� `� `'� � � DEYIRTION FRDM TNESE SPECIFICRT10N5 �R HtJY�EVIRTION FRDN BRRC]NG.SEE '8YT-76',IBRRCING YOOD TRUSSES� TC LL �O.O PSF DRTE j G I OS I SS �=J �-� � � 1H[S DESIGN DR RNY fR[LUflE TO BUIL�THE TRU55 7N CONFURMHNCE COt117ENTHRY qN0 RECOt7MENOFlTLONS-�1PD. SEE � �- . = c1 �-� ��IIiH T� "pUHI[lY CONTROL 11FNUFlL' 6Y TPI. RLP]NE CGNI�ECTOkS THIS GFSIGN �OR RDD[TIONHL SP�C[fiL PEkMfl- TC DL lO.O PSF DRVG MNUSERs 88343�14 . •.-_ ..-' o r, RfiE 11WVUFFCTUHED FkOt1 20 GRtIGE GflLYRNIZE� STEEL UKESS NEHT BRflCING HEOUIR[11ENT5. UNLESS OTHERYISE ,-� l 1 LY7►1 L-� �ifilEp�ISE SHOYN� MEETING REGUIFEt1ENTS OF RSTtl R446 GRROE R. SHOYN� TDP CHURD SHRLL 8E LRTERF�LY BRRCED B BC DL 1 O.O PSF MN-ENG L.L.K. _ . . 4 f-11� ;,,'FLY f.G�WECir,n� TD BGTH FRCFS FT EFCN AINT RPU LGCR�E RS YITH FR�?Ek�Y PTTFL'NFU FLYYGUO SNEHTHING, TOT.LD. OO.O P5F 0/R LEN. 38-0-0 � �— : �[,}��+�'+ L� iG�H. uEFBING YIGTHS FRE 4' NGMINFL UNLESS OTHERYISE ShqYN. 80T1GM CHORU 4[TH RIGID CEIIING OR BRHCINC O R►Ja7�7 � _ r.>IGN SftiNDFf+:S LONFGHtl YIIH FPPLICR6LE PkOVT510NS OF RS ;�ECIFIE� ON �ESICN. OONDT USE TH1S �UR.FR�,'. 1 . 15 PITCH v.��l� � ,. . . . . L_.-.. � __5 Fk� Fl?I (rLTI GLSILN YITH FIRC RflfJif7RN7 1HCNIEO WI!6ER. - ' `�' `-, — SPRCING 24.0" TYPE HIPS-- � •'i •: �:r." ,"n7E f'�"I7;;TF. iJi„ - I.i1T17Nf1L D'c�:iGN GP(:7 i"fiTi,�F0.1 JI�r,71�.�: ��;�i7:sJ �y..__...—__——'_ ._. .. ■ _ . . . . ' ��.r�.� JOB: 25442 LK 38' OP H-5 THIS DWG. PREPARED FROM COMPUTER INPUT lLOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 MSR-SPF 165�F-1 .SE TC X-LOC L-R: �.29 5.46 18.52 15.62 19.�� 22.38 27.48 Z BOT CHORD 2X4 MSR-SPF 165�F-1 .5E 32.54 37.71 WEBS 2X4 SPF STAND. BC X-LOC L-R: �.29 1H.52 19.�� 27.48 37.71 CCl7 LT. BLOCK 2X4 �2 OR BETTER � RT. BLOCK 2X4 �2 OR BETTER (Al1X4 �3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO � BE EOUALLY SPACED. ATTACH WITH t2) Bd NAILS. BRACIN6 ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. MATERIAL TO BE SUPPLIEO AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. pWp NOTE: REFER TO 'PIGGYBACK DETAIL ' FOR BRACING INFO. W NOT SHOWN HERE. [6]" NOMINAL BEARING REOUIRED, OR [4]" NOMINAL BEARING W WITH 2X4X12" BLOCK SAME GRADE AS MEMBER. O � ATTACH WITH [5716D NAILS. REFER TO DRAWING 139 � FOR NAIL SPACING INFORMATION. �Xg 2X4 7X8 5X5 5X5 2X4 1? 12 2X� 8.�� C. R� �E.o� � I � i 3X6 3X6 ' 6X.8 3X6 3X8 3X6 6�(8 � �� -- � 1-4-0 15-6-15 6-10-3 15-6-14 1-4-0 38-D-0 OVER 2 SUPPORTS R-2384# Y- 3.50" R-2384# Y- 3.50' PLRTE TYPE--RLPINE SEQN--186373 FURNISH R CDPY OF THIS DESI6N TD ERECTION CONTRRGTOR REV 14.O.B SCRLE - O.SB75 RLP[NE ENG[NEERED PROOlxTS, [NC. TRUSSES REOUIRE EXTREME CRRE DES I GN CR IT REF � o � o O o ��I M PORTRN T�* SF1Rl.L 1�T BE RESPONSIBLE FOR �,Y wRRN I NG IN HRNDLING� ERECTION fWD I' r� �� OEYIRTION FRDM THESE SPECIFICflTIONS Ofl RNY DEVIRTION PRON BRRCING.SEE 'BYT-76',[BRRCINC Y000 TRIlS5E5� TC LL 'TO.O PSF DRTE 1 G I OSI S ��— �� THIS DESIGN OR RNY fR[LURE TO BUILD THE TfiU55 7N CONFORI'RNCE COMMFNTHRY WJO RECp1I1ENDRTIDNS-+TPII. SEE —' �=� � o O YIiH TIf '�IIR�ITY CONTROL 11FNURL' &Y TPI. RLPINE CONNECTDRS THIS OESIGN FOR F�DITIOrAL SPECIRL PEW1R- TC DL lO.O P5F DRYG MNuSERs B6343015 � o r� o o r�RE 11FM1UFRCTURED FkOR 20 GRUGE GpLYpN[ZED STEEL UrLESS NENT BRRCING REOUINEnENtS. UNLESS OTHERY[SE L� LPIN � GTNENYISE SHOYN, 11EETING NEWIREtlENTS OF HSTII R446 GRFOE fl. SHOYN� TDP CHORO SHRLL BE LflTERFYLY BRRCED B BC DL lO.O PSF MN-ENG L.L.K. , :_; � RPPLY CONNECTORS TO BOTH FRCES flT EFiCH AINT R60 LOCRTE RS YITH PRDPEkLY flTTRCHEG PLYY000 SHERTHING, TOT.LD. 60.0 PSF 0/R LEN. JS-O-O �-� p L SHDYN. BERRING Y[OTHS RNE 4"NGf71NF� UNLESS OTHERYISE SFqYN. BOiTOf7 CNORD Y[TH RIGIO CEILINC OR BRRCING "�� _. �{US� DESIGN S�RNDRHUS CONFDRN YITH FPPLICRBLE PROVISIONS DF flS SPEC7fIED ON DESIGN. UD NDT USE THIS �UR.FRC. 1 . 1 S � � �- � � •NOS RIL �iFI IPCi). DESIGN YI7H F1HL HCiHNURNT TNEHIEO LUtlB[N. e_i L.7 [_�.] C� o r-' +-IPI - 1HUS:PLFIIE [N5711UTE� NDS - NHf[L'NRI. DESIGN iPEI;IFfLHTION iUfl YWU fpM IHUCIIUN SPRCING Z4.O TYPE SPEC-- .JOB: 254A2 LK 26' DP H-1 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS> SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 MSR-SPF 21g�f-1 .8E TC X-L�C L-R: H.29 3.62 9.86 16. 14 22.38 25.71 Z BOT CHORD 2X4 MSR-SPf 165�F-1 .5E C WEBS 2X4 SPF STAND. , EXCEPT AS SHOWN BC X-LOC L-R: �.29 3.43 9.86 16. 14 22.57 25.71 m :W1-2X4 MSR-SPF 165�F-1 .5E : � � �D W � W O �- V 6X8 SX4 2X4 6X8 4X5 12 lz 9X5 B.OD� 1 ag.00 - 1 2X4 3X9 #S18-3X9 3X14 2X4 1-4-0 3-6-15 18-10-3 3-6-15 1-4-0 R-1664ik �- 3.50' 26-0-0 OVER 2 SUPPORTS R-1664it 11- 3.5D" PLRTE TYPE--RLPINE SEDN--166366 Ft�2NISH R CDPY OF THIS DESIGN TO ERECTION CONTRRCTOR REY 14.D.B scr�E -o.zs� PLP[NE FNG[NEERED Pfl00UCTS, It�. TRUSSES REWIRE EXTREf7E CRRE OESIGN CRIT REF -- � � � � � � ��IMPORTRNT*+� s��.�►�T BE�sP�st�E Fow �Y 4lRRNING �� H��, ERECT[ON �wo ,1 � O O O pEV[flTION FRD11 THESE SPECIf[CRTION5 DR kJT DEV]flTtON FRDN BflHC1NG.5EE `BYT-76',caa��r�r000 rRuss�s: TC LL `TO.0 PSF DRTE r� B�S O O C� O THIS OESIGN OR RNY FR[LUflE TO BUIID THE TId1S5 IN CONfORMq1�E COHI'�NTflR'f F�ID RECp111ENORT[OHS-�iPI). SEE ['� �:� O o HITH TFE 'DURL[TY CONTROL 17RNURL'BY TPI. f�Plt�CONNECiDRS TH15 UESI6N FOR FnOITID1�Pl SPECIRL PEPo7H- TC DL lO.D PSF DRYG MNUSERs 68343017 O O O O RRE hRNUFRCTLREO fR011 20 GRUGE GNLVRN[ZEO STEEL UN.ES5 NENT BRflCING REOIlIHE17ENT5. UNLE55 DiHERY15E g 8C DL 1 O.O PSF NN-ENG L.L.K. � LP I N � OTHENYISE SNOYN, 11EET[NC REOUIREBENTS OF RSTI1 q446 GflROE H. SHOYN� TOP CNDRO SHRLL BE LHTERRLLT BRflCEU p �+ p � FPPLY C�NNECTORS TD BOTN FACES RT ENCH JOINT t� LOCRTE RS YITH PROPERLY RTTRCHE� PLYYOUO SHEfliHINo, TOT.LD. pO.O PSF 0/R LEN. �p-O-O � � � TRUSS � SHOYN. BEflR]NG YI�THS RRE 4't�H1NF� UNLESS OTHERIIISE SFiOYN. BOTTp1 CHORD YITH RIGIO CEILING OR BRRC[NG QUR.F�. 1 . 1 5 P I T CH O.O�1 Z DESIGN STRNDRHOS CONFDfiM YITH PPPLICf1BLE PRDVISIONS OF RS SPECIFIFD ON DESIGN. DO NDT U5E THIS �--� � •N�S RN� �TPI [PCT). p PRTENT NOS. 4 549 838 PND 4,625 535 DESIGM YITH F1HE RETRNDRNT iRERTm LUtlBER. � �_7 u �� o o � ._ir[ � iHu5E P�FltE [NSTITUTE NOS - I�1![ONFL UESICN SPECIFCCRTIUN fGR YWO CDNSIRUC7IUN SPRCING Z4.O TYPE HIPS-- . . ...._..__..,..�-..,..._.-..._�. _ _.....,- -_...,.�.....-._....,.....,..�._._..�.�....,....-...........�Y•:-r:rYa.�r..._:...�....._.,. :„r„• __,:.,;_.. ..=i,=3- °.�'� _ .. - . _ - ' - ' - .. r - .-_-�-r+�--_ _ • _ . - -• JOB: 25442 LK 26' DP H-2 THIS DW6. PREPARED fROM COMPUTER INPUT tLOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 MSR-SPF 21B�F-1 .8E TC X-LOC L-R: �.29 3.49 6.62 13.�� 19.38 22.51 25.71 Z BOT CHORD 2X4 MSR-SPF 165�F-1 .5E WEBS 2X4 SPF STAND. BC X-LOC L-R: �.29 6.72 13.�� 19.28 25.71 crCi m � o� a� ao � x w 0 �- � 6XB 1 .5X3 6X8 1 .5X3 1 .5X3 4X5 12 12 4X5 , 8.00� `B.OD 3X4 3X8 3X4 3X4 i-4-0 6-6-15 12-10-3 6-6-15 1-4-0 26-0-0 OVER 2 SUPPORTS R-1664# Y- 3.5D" R-16641t Y- 3.5D' PLRTE TYPE--RLPINE SE�N--166367 FURNISH R CDPY OF THIS DESIGN TO ERECTION CONTRRCTOR �via.o.e sc�E -o.zsoo FtP[NE FNG[NEEREO PRODUCTS, [I�. TRUSSES REUJIRE El(TRENE CHRE �ESIGN CRIT REF O c� O � O O f�I MPORT RNT*� SHRLL NDT BE RESPDNSIBLE FOH RNY W RRN I NG IN HRH�LING� EIiECT[ON RNU 0 o O o DEVIHTION FflOH THESE SPECIFICRTIDNS DR RNY OEYIRTION FR011 BRRCING.SEE 'BYT-76",IBRRCINC Y000 TRUSSES� TC LL �O.O PSF DRTE 1 Z IOBIBS � v � O THIS DESIGN OR RNY FRILUqE TO BUILD THE TRU55 1N CONFORI7�ICE COB11F1JTRR1 MD RECOMIIENORTIONS-tTpIl, SEE �-� �� O 0 YfTH TFE 'UUAL[iT CONTRGL�IURL' 6Y TPI. RLPINE CONNECTDflS THIS OESIGN FDR RDDLTIOtA:SP[CLRL PEfd7R- TC DL lO.O PSF DRVG MNUSERs 68343016 n � o o fikE tIRNUFRCTUtED FROt1 20 GFUGE GHLYRHIZED STEEL UrLESS NENT BRflCING kEDUIRE11EN15. UNLESS OTHERYISE g BC DL 1 O.O PSF MN-ENG L.L.K. �J LP I N o GTHERYISE 5NOYN, NEET[NG REOUIREtlENTS DF RSTM R446 GRRDE R. SHOYN, TOP CHORO SHRLL BE LflTERRLLY BRRCEO �+ . ;-_, � RPPLY CGNNECIDRS TD 60TH FRCES RT ERCH JOINT RI� LDCRTE flS YI1H PROPERLY RTTRCHED FLYYOOD SFiEFlTH]NG, TOT.LD. 60.0 PSF 0/R LEN. �p-O-O TRUSS O SHOYN. BERRING Y[OTHS RIiE 4'N0171NFY. UNlE55 OTHERYISE SF10YN. BDTT011 CHORD YITN RIGIO CEILING OR BRRCINC p �J _� OESIGN STRNDFFtDS CpJFOHM YIlH RPPLICFlB�E PROYISIONS OF fl5 SF'ECIFIFA ON DESIGN. OD NOT USE 1HI5 �UR.FRC. 1 . j5 PITCH Q.Q�1Z � �NL'S Rtn �iPI [FCT). OESIGN YIiH FIRE FE7FRDRNT TREflTED LUHBER. r�I1 Tv i� C7 C.7 O O O �_.rPT ., ikUS�PIRTE INSTITU7E N�5 � tATIGNfd. DESICN SPFf,1FiCRTIUN FOfl yitlfl C�NSTRUI:IION SPRCING GT.� I 1�HIPS J08: 25442 LK 26' DP H-3 THIS OWG. PREPAREO FROM COMPUTER INPUT (LOADS & DI�ENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 MSR-SPF 165�F-1 .5E TC X-LOC L-R: �.29 4.99 9.62 13.�� 16.38 21 .�1 25.71 Z BOT CHORD 2X4 MSR-SPF 165�F-1 .5E WEBS 2X4 SPF STAND. BC X-LOC L-R: �.29 9.72 16.28 25.71 � m � m � � w � w 0 r CD 5X6 3X� SX6 1 .5X3 1 .SX3 4X5 i2 lz 4X5 8.�� a 8.�� • 3X7 3X4 3X7 1-4-0 9-6-15 6-10-3 9-6-15 1-4-0 26-D-0 OVER 2 SUPPORTS R-1664tk Y- 3.5D" R-16641k 1t- 3.5D" PLRTE TYPE--RLPINE SE�N--186389 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR REY 14.0.6 sc�E - o.zsoo ��IMPORTRNT*� SHRLL�NDT�BEERESPONSIBLE�F�R ifl Y uRRNING INU�HRNO�LINGIpEERECRTE[ON qNpE �ESIGN CRIT REF O l� O O 0 0 -- � O C_' O O OEYIflTION FRDM THESE SPECIFICFTIONS OR FtJY OEYIRT[ON FR011 BRflCING.SEE 'BYT-76'�[BRFCING Y000 TflUS5E5� TC LL �O.O PSF DRTE C�O � p `� � � n TH[S GESICN OR FMY FRILURE TO BU1L�THE TkU55 IN CONfORMRNCE Wtl11ENTRRY FND RECp111ENORT[�NS-fTPI). SEE '--� �-� U C=7 JITH THE "OURL[TY CDNTROL INiNUFL'BY iPl. RLPINE WNNECTGqS THI5 DESIGN FOR RO�RIOKiI SPECIRL PEkMR- TC DL lO.O PSF DRVG�lusERs BB343019 �_� �� o O RRE hfNUFFCTURED FHOfI 20 GRUGE GRLVRN[ZEO STEEI UNLE55 HENT BRRCING REOUIREt1ENT5. UNLE55 OTHERY[SE r� LP I N � OTHEflY]SE SHOYN, MEETING REOUIflEHENTS OF RSTYI R446 GflROE R. SHOYN� TOP CFfORO SHRLL BE LRTERR.LY BRRCEO B BC DL 1 O.0 PSF MN-ENG L.L.K. ,-, o f,PPLf CGNNECTORS TD BDTH FRCES RT ERCH JOINT RI�O LOCRTE fl5 YI1H PHOPERLY RTTPCHE�F�YY�00 SHERTHING, TOT.LD. �O.O PSF 0/R LEN. 26-D-0 �7 . Tf{USS �� =MGVN. BERR7NG kt01HS RRE 4"NGMINRL UNLESS OTHERYISE SFUYN. BOTTGM CHORD YITH RICID CEIIING OR BRRCING r� �_, � ._� GESIGN SLRNOF�7U5 CCNFORII YITH fPPlICRBLE PROVISlONS OF RS SPECIfIED ON �ESIGN. OONOT USE iH15 DUR.FRC. 1 . 15 PITCH 5.��1C �� NGS RND �TpI IPCT). DESIGN YITN FIRE HETRHDRNT TREFIEO LUtl6Efl. L�J C'> C'� �_] O f"-� II �--iPi - lfn1S: PLF7E 1Ns?]IUTF, NUi - WiT[6HRL [JFSIGN SPtCIF(CH7iuN PGH YIXJq CGNbTRUCRON SPR�ING Z'T.O' TYPE HIPS-- . �.,..._.,. ..w.._��._. ...__..,.---•--.e..,..-.�..��-yr-�.-.--._.�.-...y.._ . . ,... .....,.. _; JOB: 25442 LK 26' DP H-4 7HIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X6 MSR—SPF 18��F-1 .6E, EXCEPT AS SHOWN TC X—LOC L—R: �.29 6.49 12.49 13.51 19.51 25.71 3 BOT CHORD 2X4 MSR—SPf 165�F-1 .SE WEBS 2X4 SPF STAND. Z BC X—LOC L—R: �.29 6.49 12.87 19.51 25.71 C � :T1-2X4 MSR—SPF 165HF-1 .5E : �T7 � � m m W � W O N O 6X6 . 6X6 1 .5X3 T` 1 .5X3 12 ' B.00. i2 �B.OD T1 4X5 4X5 �X4 4X5 SX4 3X4 1-4-0 12-6-15 0 im236-15 1-4-0 R-1664� Y- 3.so� 26-0-0 OVER 2 SUPPORTS R-1664# Y- 3.5D' LRTE TYPE--RLPINE SEQN--186391 FURNISH R CDPY OF THIS DESIGN TO ERECTION CONTRRCTOR REY14.0.8 sca� -o_2soo O O o O O O f�IMPORTRNT�� SHF�L�NpTc6EERESPONSIBLE FDR IRNY WRRNING IN�HERNDLIIJGIREE�RLON�RRND OESIGN CRIT REF � � � � DEVIRTION FR011 THESE SPECIF[CflTI0N5 OR F71Y OEV]RT[ON FRDM 8qflC1NG.SEE 'BYT-76'�[BRRCING YOOD TRUSSES� TC LL � � � � TH[5 DESICti DR RNY FRILURE TO BUILD THE iRU55 IN CONFORIHNCE fAftHENTRRY f�JD RECU111ENORTIDN5-.TPII. SEE 4O.0 PSF DRTE 1 � �$8 `= O O p yjiH TI£ 'OURL[TT CDNTROL 11RNUHL'BT TPI. ALPINE CONNECTDRS �HIS�ESIGH FOR F�D[T10rqL SPECIRL PEPo1R- TC DL 1O.0 PSF DRYG MNusERs 68343020 � o 0 o RRE 11FfJUFRCTWEO FR011 20 GRUGE GflLVRNIZEO S7EEL UN.ESS NENT BRHCING REOUIRE11ENT5. UNLESS OiHERY[SE � LPI N o OTHERYISE SHDYN, flEETING REOUIREtIENTS OF RSTtI R446 GRROE R. SHOYN, TOP CHORD SNRLL BE LRTERRLLT BRRCED B BC DL 1 O.0 PSF MN-ENG L.L.K. O � RPPL'f CONNECTORS TO BJTH FRCES RT EflCH.JDINT i�D LDCRiE RS YITH PRDPERLY RTTflCHE� PLYYU00 SHERiHIN6, �+ � TRUSS O SriO4N. BERRING YI�iHS RRE 4'HDMINRL UNlE55 OTHERYISE SHOYN. BOTTOM CHURD Y[TH RIGID CEILING OR BRRCING TOT.LD. 6O.0 PSF 0/R LEN. �p'O�O =; GESIGN S(RNDRi05 CpJFORfl YIfH iPPLICRBIE PRDYISIONS DF fl5 SPECIFIE� ON DESIGN. Up NDT USE THIS UUR.FRC. 1 .�S P I TCH S.DI 1 2 0 � O O O � •NGS RPO �TPI [PCT). DESIGN YITH FIRE RETRRDRNT TREflTm LUMBER. I1 �--TPI - iR1155 PLF1E INSTITUTE NOS - tATIDNRL DESICN SPECIFLCHTION FOR Y000 CONSTRUCIICN SPRC I NG ZT.O TYPE H I PS-- � I � I JUB: 25442 LK 26' COMNS SL THIS DWG. PREPARED FROPI COMPU7ER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ,.._....�„�+..:_.:.:__.. :._.. -s,.__ , TOP CHORD 2X4 MSR-SPF 165.0'F-1 .5E TC X-LOC L-R: k1r.29 6.7.0' 13.A'.6� 17.4.0' 3 BOT CHORD 2X4 MSR-SPf 165�'F-1 .5E Z WEBS 2X4 SPF STAND. BC X-LOC L-R: �.29 8.9.0� 17.4.� C � m iA)1X4 �3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACIN6 TO p�j BE EQUALLY SPACED. ATTACH WITH i2) @d NAILS. BRACIN6 MATERIAL TO BE SUPPLIED AND ATTACNED AT BOTH ENDS TO A � SUITABLE SUPPORT BY ERECTION CONTRACTOR. pp W � w O N �-- 5X4 12 1 .5X3 �a.00 1 .5X3 (R7 12 ' B.00 ' 5-10-15 3X4 � 4X4 3X4 i-4-0 13-0-0 4-8-4 R-1165# w- 3.50' 17-B-4 OVER 2 SUPPORTS R-1026# W- 3.50" PLATE TYPE--RLPINE SE�N--166393 FURNISH H COPY OF THIS DESIGN TO ERECTION CONTRRCTOR REY 14.0.8 SCRLE - 0.2soo �. .:.-� :.� � o O � FLFLNE ENG[NEERED PROOUCTS� INC. TRUSSES REWIRE EXTREME CARE �ESIGN CRIT REF �*I MP ORTR NT*� SHflLL NDT BE RESPDNSIBLE FOR RNY 1�RRN I NG IN HRNDLIFG� ERECT[ON RND �� `-� C-� —' � � OEYIPT]GN FROh THESE SPECIfICRTIONS Ofl fblY�EV7HT[ON FR011 BRRCING.SEE "BYT-76',fBRFiCINC YO�D TRUSSES: TC LL 2�O B�g$ �- � `�� TNIS OESIGN l7k FNY FRILURE TO BUILD iHE TRU55 IN C�NFORI'NNCE COtl11ENTRRT FND RECOflHENORTI0N5-tTPII. SEE �O.O PSF DRTE �� _ _�, L.-7 HIiH 7rF "f,URL[TY CUNTkGL 11RNUFL' BY iP1. RlP1NE CONNECTORS �HIS(iESIGN FOR Fl�UITIOML SPECIRL PERNR- TC DL 1D.0 PSF DRVG nNUSERs 88343021 - -- c='� c� f:RE nFNUFFCTLF2EG FROh 2D GNUGE GFLVRN[ZED STEEL UPLESS NENT BRRCING REOIIIkEMENTS. UNLESS 0lHERY[SE . ��I N� v OihERJ1SE SHGYN, MEET[NG REUJIREtlElRS OF RSTtl R446 GRRDE R. SHOYN� 70P CHORD SNRLL BE LRTERf�LY BRRCED B BC DL 1 O.O PSF MN-ENG L.L.K. �-� F-PLY CGHNECTOicS TO BUTH FACES RT ERCH JOINT RNO LOCRfE RS YITH PROPERLY RTTRCNED PLYYDO�SHERTHING, L L _ T�� L o =nGYH. BEHk1NG�[�7NS RNE 4"NfiMIHRL UNLESS O7HERYISE SF10YN. 80TTp1 CHO(i0 YLTN HIGIO CEILING OR 9RRCING TOT.L�. po.0 PSF 0/R LEN. 17-8-4 . ; � GESILN SiHNDRf2GS CGNFORtl YITH RppLICRBIE PRDVISIONS OF fl5 SF'ECIFIEO ON DESIGN. DD NOT USE THIS �`�CS FND •TPI [FCTI. OESiCN YITH FIRE RE7HROkINT 7HEFlIEO Wtlf1EH. OUR.FRC. 1 .�S PITCH B.OI�� ... . _l (: � C=7 L�=7 C7 � n (� _y„i_ r _"p1 ' `RU`'` �:"tlF (NSi17UTF� NGS - PJRT[OlifiL DE�iGN SPFffF[C6T1!iN ffR ':'1D CO�;�TRUCTiCN S?RCING Z�I.U TYPE COMN`� . �- .. _...._......� ��...�..�....r._ .. �va: z544Z LK 29'3" COMNS SL THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ' _.._.�..��.�,..... 70P CHORD 2X4 MSR—SPF 165,0E-1 .5E BOT CHORD 2X4 MSR—SPF 165.0rF-1.5E TC X—LOC L—R: .0�.29 5. 15 9.89 14.62 17.4,0' WEBS 2X4 SPF 3 STAND. BC X—LOC L—R: �0'.29 9,89 17.4.8' z C � (A)1X4 �3 HEM—FIR OR BETTER CONTINUOUS LATERAL BRACING TO p� � MATERIALLTOSBECSUPPLIEDAANDWATTACHEDBATNBOTH�ENDSATONA SUITABLE SUPPORT BY ERECTION CONTRACTOR. � cn w � c� 0 N IV 6X4 12 2X4 �e.00 1 .5X3 1 .SX3 i2 B.OD� , (R) B-0-15 3X4 SX8 3X4 1-4-0 14-7-6 3-D-I2 R-1165# Y- 3.50' 1�'B'4 DVER 2 SUPPORTS PLRTF TYPE--RLPINE SEQN--166396 FURNISH R CDPY OF THIS DESIGN TO ERECTION CONTRRCTORs# w- 3.50' c-� c--� � � p p ftP[NE EHGINEERED PROOUCTS, [NC. TNUSSES REOUIRE EXTREt7E CNRE REV 14.D.6 SCRLE - 0.2SU0 �-,� �� • _ � � f�IMPORTRNT#* SHFiLL I�T BE RESPONSIBLE FDR RNY WRRNING IN HflNDLINC, ERECTION RND �ESIGN CRIT REF r.��J [�= O � TOEH[SROESO'NGNRR FNYSFNISUREITOCBUlOD iHERTRU55�]N'CONORHiNCE COHI1ENGRRYEFNDYRECOMYENDRTI[7NSYooTpDl)RUS SEE n � _� ' -� � �=� Y1fH Tfl 'pUhLIfY CONTRfiL 11FidUFL' BY TPI, qLp]NE CONNEC10R5 iHIS O�SIGN I-OH HiU[llDNRL SPECIFL PEfQ7R- TC LL 40.0 PSF DRTE jCIOBIBB `f`-' �--� O L� hriE nFNLFFC7Uf?ED FR011 20 GFUGE GRLYRN[ZED STEEL UrLE55 NENi BRflC1NG HFUUIREI1kiN75. UNLE5S DTHERY[SF TC DL 1O.0 PSF DRUG nNUSEh6 88343022 .�' �.�I N� L� uiNERY]SE SHOYN, MEETING REOU1RF.tlENT5 OF RSTtl R446 GRRI]E p. SHDYN� TOP CHORD SIiHLL BE LRIERIYLY BRR(:ED B �� i��PLY GG��NECIGkS TD BGTH FRCES RT EfiCH ,AINT RFD LOCRTE R5 Y1TH FROP[kLY Rr1NCHE0 FLYYGOD SNENTH]NG, BC DL 1 O.O PSF MN-ENG L.L.K. �� „ ��IIQL+ � H��1!• 6ENR7NC YIOTHS RqE 4'NOMINRL UNLESS OTHEkYISE SFpYN. BOTTGM CHDRD 11lTH fllGl� CEIIING OR BFRGINC �+ r , � V�77 r _� �ESIGN SfRNDRf2D5 CGNFORtl YIiH RPPLICRNLE PRDIfISIDNS OF RS SPECIFIED ON OESIGN. 00 NDi USE THIS TOT.L�. p0.0 PSF 0/A LEN. 17-8-4 � , , r�., �-�-. ��' i�ru .TrI [PCTI. UFSti;;d J1TH F1f;E RE-IhkirtWT nt�niEo i.uraEa. OUR.FRC. 1 . 1,,5 i PITCH �B.��j� L 7 C.-J ..:. - �- !P[ - iRO:-:F�iiT� ,�.!;T]i1JTEr NGS � NRTCGNHL OE:lGN SPf C;FICHiI�.rl FOH Y�i)D LO�tSIItU;;TI(AJ SPRCING 24.0" TYPE COMN-- _ - -�-..r.,_,.�-�_,r.�...._.__. JOB: 25442 LK 29'3" COMNS THIS DW6. PREPARED fROM COMPUTER IP�PUT lLOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ..,�,�.�.. . ,u�,�wm.,�<_, .�.e TOP CHORD 2X4 MSR—SPF 165i0'F-1 .5E TC X—LOC L—R: .0r.29 5. 15 9.69 14.62 19.36 24.1.0 28.96 3 BOT CHORD 2X4 MSR—SPF 165.erf-1 .5E Z WEBS 2X4 SPF STAND. BC X—LOC L—R: .0'.29 9.89 19.36 28.96 UCj m � a� w � w � w 0 N W 5X6 1 .SX3 1 .5X3 1 .5X3 12 i2 5X�4 B.00� aB.OD 4X5 4X5 5X8 3X4 SX8 1-4-0 14-7-B 14-7-8 2-6-0 R-1858# Y- 3.50' 29-3-0 OVER 2 SUPPORTS R-198Dit W- 3.5D' PLRTE TYPE--RLPINE SEDN--186397 FURNISH R CDPY OF THIS DESIGN TO ERECTION CONTRRCTOR NEV 14.0.6 SCRLE - 6.25D0 �'*IMPORTRNT'�'� �{R�NE�GBEER�ESPONSIBLE�FOR I�Y TRIRSES REOJIRE EXTREt7E CRRE �ESIGN CRIT REF " �� `� � � � � uRRNING �N F�� ERECT[DN R� r� pp � � �' � o OEYIRTION FR011 iHESE SPECIF[CflTI0N5 Op PoIY OEYIRT[ON FR011 BRRCING.SEE 'BYT-76',[BflRCING Y00� TRUSSES� TC LL �O.O PSF DRTE j G�O�IOQ � c� o o THIS OESIGN OR FNY FP[WflE TO BU1L�THE TRUSS IN CONFORMfiNCE COHnENTqRT RND RECp1rtENDRT[ONS-FiPI). SEE �-� '--� C7 � �IIH TFti 'UUflLiTY CONTROL 11F�dURL" BY TPI. RLPINE CONNECTUNS TH15 UESIGN f�OR F��[TIDML SPECIFL PERMR- TC OL 10.0 PSF DRVG MNU5ER6 BB343023 - � �. o c� RdE 11FNUFRCTUiEU FkOn 20 GRUGE GflLYRNIZED STEEL U�LE55 NENT BRRCING REOUIREIIENTS. UNLESS OfHERYIS[ � LPIN � �TMEflY1SE SHD11N, 17EETING REWIRENENTS OF R5T11 fl446 GHHOE fl. SHOYN� TOP CHORO SHRLL BE LRTERFtiLY BRRCED B BC DL �O.O PSF MN-ENG L.L.K. �_.� U SPP�Y CGI�NECTORS TD BOTH fRCES RT ERCH JOINT Fi�D LOCRTE RS YITH PROPEkLY flTTRL'HEO FLYYOUD SHEHTHING, TOT.LD. 60.0 PSF 0/R LEN. 29-3-D iHDVN. BERRING Y[DTHS RRE 4'NDRINR UNLESS DTHEH5IISE SHDYN. 801TOM CHORD YITH RIGID CEILINC OR BRRCING p C� 7 TRUSS � DtSIGN S�RN�RHDS CONfDfltl YITH FPPLICRBLE PR01fISI0N5 OF fl5 SPECIfIED ON �ESIGN. UO NDT USE THIS ��.FRC. 1 . 1 S P I T C H O.��1� •.•;�S FIL �1�PI [PCT). OGSIGN IIITH F1kE RETfiNDRNi fiiEFl1ED LUMGEN. [_-, �-7 �� O C� .�-� � _tpl - ikU55 PLFfE INST1fUTE NDS - Ki�lONfiL GESIGN SPELIFICRTIL'N FUR II�G CUNSTHUC7IUN SPRC I NG Z�.O TYPE C OMN-- JOB: 25442 LK 29'3" GIRDER THIS DWG. PREPARED FROM COMPUTER INPUT lLOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 MSR-SPF 165�F-1 .5E TC X-LOC L-R: �.29 4.31 7.75 11 .19 14.62 18.�6 21.5g 3 BOT CHORD - 2X8 MSR-f. LAR 195�F-1.7E 24.94 28.96 C WEBS 2X4 SPF STAND. , EXCEPT AS SHOWN BC X-LOC L-R: �.29 7.75 14.62 21 .5� 28.96 m :wi-zxa sPF STUD : =w2-Zxa MSR-SPF 165�F-1 .5E 2 COMPLETE TRUSSES RE�U I RED �—� � ALL NAILS SPECIFIED ARE COMMON �IIRE NAILS. FASTEN TOGETHER WITH z 16D NAILS TOP CH ------------------ 1B" O.C. W ** DURING TRUSS ERECTION, LOCATE THE SPLICES ON ALTERNATE LlEBS ------------------ 4" O.C. STA6GERED w PLIES AT OPPOSITE ENDS OF TRUSS AS SHOWN BY DOTTED LINES. BOT CH ------------------ 5" �•�• w NOTE: tl) 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED N FOR (2>-16D NAILS IN BOTTOM CHORD ONLY. � THIS GIRDER HAS BEEN DESI6NED TO SUPPORT: FROM ONE SIDE--15' 2" OF SPAN FRAMING TO THE BOT CHORD OPPOSITE SIDE-- 2' �" OF SPAN FRAMING TO THE TC/BC SPLIT GIVING A TC LOAD OF 1;0r� PLF AND A BC LOAD OF 4b'6 PLF 7X8 7X8 7X8 2X4 5X5 5X5 2X4 � lz 12 � �z ag.00 B.00� �l ' � f 4X5 4X5 � rt 8X8 1OX10�8X8 4X5 #520-7X9 �+XS � 1-4-0 14-7-8 14-7-B 2-6-0 29-3-0 OVER 2 SUPPORTS R-7393lk Y- 5.5D' R-75161k Y- 5.50" PLRTE TYPE--RLPINE SE�N--186402 FlA2NISH R CDPY OF THIS DESIGN TO ERECTION CONTRRCTOR REY 14.0.6 sc� -o.l�so FLPII�ENG[NEERED PROOI�TS� INC. TRISSES REOUIRE EXiRE11E CRRE DESIGN CRIT REF �- 0 0 0 � 0 0 ��IMPORTRNT+�f ��oT �R��+SI�E F� �Y WRRNING IN HRNOIII�� ERECT[ON RNO O n 0 O pEYIflT10N FRDM THESE SPECIF[CflTIONS OR WIY DEYIHT[ON FROH BRflC1NG-SEE 'BYT-76'�[BRRCII�& YOm TRUSSES� TC LL �O.O PSF DRTE � I B� 0 0 0 o TH[5 DESICN OR RNY FRILURE TO BUILD THE TRUSS 1N COfFORPANCE COH�IET1TqRt RND RECO►1f7ENDRT[ONS-•TPll_ SEE � o 0 0 11ITH TFf "OURL[T'I CDNTROL ttl�JUHL'BY TPI. RLPINE CONNECTORS THIS DESIGN FWt fi�DIT]O�iiL SPEC[RL PERRR- TC DL lO.O PSF DRIfG MrulsERs 88343024 . 0 o O o RRE RRNUFRCTIIRED FRON 2D GflUGE GflLYRNiZEO STEEL IH�LE55 NENT BRflCING REOUIkEt1EN15. UNLESS OTHERYISE g BC DL 1 O.0 PSF I1N-ENG L.L.K. � LPI N � OTHERYISE SHOYN, MEETII�C REOUIREItENTS OF RSTM R446 CRRDE R. SH�YN� T�CHORU SHRIL BE LPTEHFtLY BRflCEO c fiPPLY CONNECTORS TD BOTH FRCES RT ERCN JOINT RIO lOCR7E HS YITH PROPENLY flTTRCF�O PlYY000 SHER7H]NG� TOT.LD. OO.O PSF 0/R LEN. 29—3—0 � � TRU5S o SHDYN. BEHflING Y[OiHS RRE 4'I�M11lIF� IklLESS OTHERYISE SHOYN. 801Tp1 CNORO YITN RICI�CEILING OR BflRCINC o r� �ESIGN STRNORRDS CpiFDRN YITH F�PLICRBLf PROYISIONS DF RS SPECIFIED ON OESIGN. DO NDT USE THIS �UR.FRC. 1 .1 5 P I TCH ❑.��1 G - �NDS R1D F1pI (PCT). It PflTENT NOS. 4 549 838 flN0 4,625 535 DESIGN YITH PIRE RETRN�PNT TN[PTm LUtlBER. SPRC I NG SEE RBOVE TYPE COMN-- C� �_� �"-7 O � n E--TPI - THUSS PLH1E INSTITUTE NOS - NRTIONRL DESIGN SPECIF[CRiIUN FOR YWD C�NSTRUCiIGI J06: 25442 LK 15-5-8 SCISSORS SR THIS DWG. PREPAREO fROM COtdPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. —=a`-"e'�'._..._.:.- - . � � �^_,mra.o:;-_�:.�assv..�o�� - TOP CHORD 2X4 MSR-SPF 165,�f-1 .5E TC X-LOC L-R: 0�.29 4. 14 7.73 11 .32 15.b'.� Z BOT CHORD 2X4 MSR-SPF 165�F-1 .5E WEBS 2X4 SPF STAND. , EXCEPT AS SHOWN BC X-LOC L-R: .0'.29 7.73 15.r0'i0' cCI7 m :W1-2X6 MSR-SPF 1BB,0rF-1.6E : � � OD m W � W O N O� 6X� 3X5 iz.00 3X5 1 .5X3 12 i2.00� • 6XB l .SX3 � �6.00 6.D0 � 0-9-13 12 12 �l�1-1-5 � . 3X7 3X6 1-4-0 7-8-12 7-5-4 7-B-12 7-5-4 15-2-0 DVER 2 SUPPORTS R-l02B# w- 5.50" R-675# 1!- 2.00' PLRTE TYPE--RLPINE SEON--186416 FURNISH R CDPY OF THIS DESIGN TO ERECTION CONTRRGTOR REY 14.0.8 sca�E - o.zsoa RLP[NE ENGINEERE� PRODUCTS, Il�. TBUSSES flEOUIftE EXTREIIE CRRE �ESIGN CRIT REF -- � r_� o 0 0 0 ��I MPORTRNT f* SHRLL NDT BE HESPDNSIBLE FOR RNY wRRN I NG IN HRN�LING� ERECTION RND /�y c� o � � O UEYIHTION FRDI1 THESE SPECIFICRTIDNS Ofl RNY DEY]fiTION FRDM BRflCIN6.5EE 'BYT-76',[BRRC[NG YOOD TRUSSF.S� TC LL �Q,� PSF DRTE j�� /p �-� ['� O o TH[5 DESIGN DR RNY FRILURE TO BUILD THE TRUSS IN CDNFOHI�FINCE COtNffNTliRt h!D RECp111ENORTI0N5-•TPI). SEE � -. � o 0 11I�H TrE 'OUflL[TY CONTROL 11RNUflL' BY TPI. RLPINE CONNECTORS THIS OESIGN FDFi ROD[TIDPAL SPEC[RL PEftl1R- TC DL 10.0 PSF DRYG MNUSER6 68343026 �_, C=7 O � nRE 11FNt1FRCTIltEO FR017 20 GRUGE GPLYRNIZED STEEL UILESS t�NT BRflCING REUUIRF11EN75. UNLESS DTHERYISE �J LP I N � OTHERY]SE SHOMN� MEET[NC HEOUIRENENTS Of RST11 R446 GNROE fl. SMOYN, TOP CHORO SHRLL BE LRTER(�LY BRRCED B BC DL 1 O.O PSF MN-ENG L.L.K. ;_; o RPPLY CDNNECTORS TD 80TH FRCES RT ENCH JOINT fi�D LOCRTE RS YI7H PR�PERLY RTTRCHED PLYYOOU SHtF7H1NG, TOT.LD. OO.O PSF 0/R LEN. 1 S-2-O SHOfIN. 8EflN1NC MfOTHS RHE 4'NGI7IIJfi UNLESS �THER5IISE SFIOYN. B�TTOM CHORD YfTH RIGIO CEILINC OR BRRCING r� r� � � � TRUS3 � �ES1GN S�PNOFRDS CWFORM YI�H PPPLICRBLE PROYISIONS OF BS SPECIFIm DN DESICN. DDNOT USE THIS DUR.FRC. � . 15 PITCH 1C.��1C •NOS RFD �TP1 [PCT). DESIGN YI7H PIRE HE7flNDRNT TREHTEU IUtlUEH. [�_� c__.� [-� o 0 o f-TP1 - TRUSS PLHTE INSfITUTE, N65 - PHTIUNRL DESIGN SPECiFICRTIGN fDR YWU CONSIRUCTIGN SPRC I NG Z 4.O" TYPE C OMN-- .__ .._._..�..-_ , . ._ . . ...._,. ... _._....._.._.�.__,..�_.. _»...�-.,.:,.�.....,._.;_.:.�_-�. _..-...;..,-_+:�=-_- ...-._. �. �--. --' <-�;.�--•---..,�c•r-�_r- . - ... . .� .._ _'. _ ' '_ .._"_ _.—r-.�.r^--�... _ . . . � . .. . ._ _ . .. . . . JOB: 25442 LK 15-5-8 SCISSOR THIS DUG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 MSR-SPf 165�F-1 .5E TC X-LOC L-R: �.29 4. 14 7.73 11 .32 15.17 3Z BOT CHORD 2X4 MSR-SPF 165BF-1 .5E C WEBS 2X4 SPF STAND. , EXCEPT AS SHOWN BC X-LOC L-R: �.29 7.73 15. 17 cn m :W1-2X6 MSR-SPF 18��F-1 .6E : � Q7 � � W � W O N [J1 6X4 3X5 3X5 1 .SX3 12 12 1 .5X3 iz.00 � 6X8 a 12.00 � �6.D0 6.00� � 0-9-13 12 12 0-9-13 � � 3X7 3X7 1-4-0 7-8-12 7-8-12 1-4-0 7-B-12 7-B-12 15-5-B OVER 2 SUPPORTS— R-l031# Y- 5.50" R-1031# N- S.SD' PLRTE TYPE--RLPINE SEDN--186415 FURNISH R CDPY OF THIS DESIGN TO EREGTION CONTRRCTOR r�v i�.o.e sa+� -a.zsoo W.P[t� FNGINEEREO PRmUCTS, INC. TBISSES IIEOUIRE EXTREME CRRE DESIGN CRIT R� " 0 o O O o o ��IMPORTRNT�� +��T BE AE�o�s��E F� fYIY wRRNING IN HRNDLING� ERECTION HNO n � � � � DEVIRTIOH FROM THESE SPECIFICRTIONS OR FNY DEYIRTION FR011 BRflC1NG.SEE 'BYT-76'��a�� 000 rwuss�s: TC LL �O.0 PSF DRTE �� p � THIS DESIGN OR FklY FR[LURE TO BUILD THE TRUSS 1N CONFORt1RNCE COI1t�NTHRY RND fiECOMnENORTI0N5-f1PIl. SEE r_� � O O YITH TFE '�URLCTf CONTROL f7fYJURL' BY TPI. RLPINE CONNECTORS iHIS DESIGN fWi FOO[TIDIAL.SPECIRL PEPo7R- TC DL lO.O PSF ORYG rwuSERs 68343025 C7 � � O RRE PRYJUFRCTLREO FRON 2D GRUGE GflLYRNIZEO STEEL Ut1ESS NENT BRflCING REOUIREI9ENT5. UNLESS OTHERYISE . � -, LPIN o B 8C DL 1 O.O PSF 11N-ENG L.L.K. � p OTHEBYISE SHO{M, MEET[NC BEOUIkEHENTS OF RSTN R446 GflROE fl. SHOYN, TOP CHDRO SHRLL 8E LR7ERfLLY BRRCED p '' RPPLY C�NNECTORS TD BOTH FRCES RT EHCH JOINT W-D LOCRTE F15 YI7M PROPEfdY flTTRCHEO PLYYODD SHERTHING, TOT.LD. OO.0 PSF 0/R LEN. 15-5-B - TRUSS SHOYN. BEflfl1NG Y[07H5 RRE 4"N0111NRL UNLESS OTHEHfIISE SFIOYN. BOiTp1 CHOHD YITN RIGID CEILING OR BRRC[NC `� � auR.FRc. 1 .15 PITCH 12.0/12 �,._� � ._7 OESIGN STRNORH�S CCNFDRH YITH FPPLICRBLE PROYISIONS OF HS SPECIFIm ON DESICN. DO NOT USE THIS tNOS� eTPI `PIRUSS PLR1E MSIITUTE NDS - IATIONRL OESIGNSPE�C(F[CHTIONEfORTYiJOD CONSTRUCTIONnBER SPRC I NG Z4.O TYPE COMN-- r_� r:� �-i o 0 0 � a. JOB: 25442 LK 1-11-4 END MONO THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS � DIMENSIONSf SUBMITTED BY TRUSS MFR. ._..:�,�.:a.Q:� TOP CHORD 2X4 MSR-SPF 165.0�F-1 .5E TC X-LOC L-R: �.29 1 .65 Z � BOT CHORD 2X4 MSR-SPF 165.0rF-1.5E 1JEBS 2X4 SPF STAND. BC X-LOC L-R: r0'.29 1.65 [CJ) � m � o� � m w � � 0 0 . � 3X4 lz � B.OD� 1-7-15 � 1-4-0 1-I1 4 OVER 2 SUP ORTS . R-220# Y- 3.50" R-82# u- 3.50" PLRTE TYPE--RLPINE SEDN--186438 Fl�2NISH R CDPY DF THIS DESIGN TO ERECTION CONTRRCTOR REV 14.O.B s�a�.e -o.s000 IiP[NE ENGINEERED PRODUCTS, [NC. TRUSSES NEOUIRE EXTREME CfiRE DESIGN CRIT REF -- � o O � o O ��I MPORTRNT*� SHRIL NDT Bf RESPDNSIBLE FOR flNY wRRN I NG IN HRNOLINC� EREL1[ON flND [-� o c O o OEVIPTION FRDI1 THESE SPECIFICflTIDNS Ofl RNY OEVIRT[�N FROMI BRflC1NG.SEE 'BYT-76",��x�c��c �000 rRuss�s: TC LL �O.O PSF DRTE 1 2/ 9/88 �7 [� o 0 7HI5 OESIGN DR RNY FR[LURE TO BUILD THE TRUSS 1N CDNfORI'RNCE CONIIENTRR'f AID RECp117ENDR7[ONS-�TPI). SEE �--� �-� � � YIiH TFf 'OURLITY CONTROL 1W1UFL' BY TPI. RLPINE CONNECTORS THIS UESIGN FOfl W]U[T10tAL SPECIRL PEk1R- TC DL jO.O PSF DRYG MNUSERs 68344001 c� c� o o RRE 11FNUFRCTLFiEO FR011 20 GRUGE GFILYRN[ZE� STEEL U11E55 NENT BRHCING REWIREIIENTS. UNLESS DlHEflY[SE g BC DL lO.0 PSF MN-ENG L.L.K. C] �p I N o GTMERYISE SHOYN� MEET(NG REWIREHENiS Of RSTYI R446 CflROE fl. SHOYN� TOP CHORD SHRLL BE LRTERf1LY BRRCED p FPPLt CONNECTORS TD BOTH FRCES RT ERCH JDINT R!D LOCFTE HS YIiH PFOPEPo.Y PTTRCHEO PL►YOOD SHERTHING� TOT.LD. OO.O PSF 0/R LEN. �'j 1�� -� Tp �+�+ � SHUYN. f�EfiH1NG YtOiHS RRE 4'N01111� UNLESS DTHERYISE SHDYN. BD1TR1 CHOflD Y[TH RIGID CEILING OR BRRC[NG p L_ � IRU�7�7 DESICN STHNOiY?DS CONFOflII YIiH F�PLICRBL.E PRWISIONS OF RS SPECIfIm ON OESIGN. �D NOT USE iHIS Q�.F�,. 1 . is PITCH 0.0�12 fN05 RPtl �iPI [PCT). OESIGN YI1H FIRE RETRflDflNT TRERLED WtlBER. � �� -� �-� � � � •-TPI - iRU55 PLRTE MSTITUTE NDS - NFiTfONRL OESICN SPECIFICflTIDN FOR YWD CDNSTRUCTIGJ SPRC I NG Z4.O TYPE MONO-- � �...-. __. ._ �---.... .- _ . .,__... ' - . - "'_ - - _. . � .. _ ..._.r._.-.._.._...�..�_.__ . :- .. .,,. .._ .-�-- . , :�. . .-..�-...___ ._, _ . - _ . -� '- � - --�. _. .. . . .... ...._ . .�-_- -- .. ..� - - - -'. _^. . . ._. . . .-�... _ _ _ _ . . . . ... .. .- - JOQ: 25442 LK 15'2" DP H-1 THIS DWG. PREPARED fROM COMPUTER INPUT (LOADS & UIMENSIONS) SUBMITTED BY TRUSS MfR. �;:_�:-�.� -- 70P CHORD 2X4 MSR—SPF 165,0'F-1 .5E TC X—LOC L—R: .0'.29 .0�.9.0� 5.52 1.0r.2,0' 14.87 3 BOT CHORD 2X4 MSR—SPF 165�F-1 .5E Z WEBS 2X4 SPF STAND. , EXCEPT AS SHOWN BC X—LOC L—R: ,Er.29 5.52 1�.2�0' 14.87 C N m :W1-2X6 MSR—SPF 18B.flrF-1.6E : sW2-2X4 SPF STUD � :w3-2X4 MSR—SPF 165.0�F-1.5E : � � � W � -p O O N 4X12 2X4 3X4 2X4 3X9 12 T _ T �z.�p Z i , 1-7-ts 0-9-13 � .� 3X4 4X12 3X14 2X4 1-4-00- 0-2 14-3-14 R-1013R Y- 3.50' 15-2-0 OYER 2 SUPPORTS R—BTSIt Y- 3.SD" PLRTE TYPE--RLPINE SE�N--186441 FIhtNISH R CDPY OF THIS DESIGN TO ERECTIdN CONTRRGTOR aev in.o.e sr�E-o.so� 0 o O O o o �P��I�ERED PROOUCTS, II�. TRUSSES pEOUIIiE EXTREME CRRE ��IMPORTRNT*� �,R��Nm �R�o�si�Fow RNY WRRNING IN HHNOLING� ERECT[ON RNO UESIGN CRIT REF -- � o o � DEYIR710N FR('iH THESE SPECIF[CflTIDNS pq fi�lY�EYIRT[ON FROM BFiflC1NG.5EE '8YT-76',��n�ci� �000 reuss�s: TC LL �O,p PSF DRTE 1 2/0 9/88 � � � � TH[S OESIGN OR RN�FRILURE 70 BUILD THE TRUSS IN CO�ORFFNCE COfIMENTflRY RNO RECOMI1ENORTIONS-�7PI). SEE r--� � � O YI�H TFE 'OURLITY COMROL �IURL" BY TPI. RLP1Pff CONNECTDRS THIS DESIGN FOR f�OITI0I�HL SPEC[RL PEPo'1R- TC OL 1O.D PSF DR�G nNusERs 68344002 �� o 0 o RRE t1RNUFRCTLRED FR011 20 6flUGE GHLYRN[ZED STEEL U�LESS NENT BRRCIN6 REOUIf�FIENiS. UNLESS OiHERYISE � LPI N o OTNEflYISE SHOYH, MEET[t� REOUIRENENTS OF RSTM R446 GRROE N. SHOYN� TOP CHORU SNRLL BE LRTERi�LY BRRCED B BC DL 1 O.O PSF MN-ENG L.L.K. r-, 0 FPPLY CONNECTORS TO BOTN FRCES RT ERCH ,AINT MO LOCRiE RS YITH PROPERLY flTTRCNEO PLYYOOD SNERTHING� TOT.LD. 60.0 PSF 0/R LEN. 1S-Z-O r--� SriOYN. BEAfiINC YIOTHS RRE 4'NOMINPL UNLESS OTHERYISE SFIOYN. BOTTOM CHORD YITH flIGIO CEILINC Op BRRCINC �-� _.� TRUSS � UESIGN SiRNORRDS CCNFOR� YITH f�PLICRBLE PH04ISIONS OP RS SPECIfIEO DN UESICN. 00 NOT USE iHIS ��.F�. i.1 5 P I TCH 1 2.U�1 Z c=� c:� o 0 0 0 �1�'iS fU0 •TPI fPCTI. DESICN YI7H FIRE RETRRDflNT TREflTm LUnBfR. �—TPI - THUSS P�RTE INST1fUTE NDS - NiT[ONRL DES7GN SPECIF[CPT10N FDfl YG00 CONSTRUCTIW SPRC I NG Z4.O TYPE H I PM-- .. . .- _._ _ � .. _ _,-'. '=_--vsc--,,.,�-- . .._�'-'-_._..� JOB: 25442 LK 15'2" DP H-2 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONSI SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 MSR-SPF 165�F-1 .5E TC X-LOC L-R: �.29 2.24 8.53 14.87 3 BOT CHORD 2X4 MSR-SPF 165BF-1 .SE Z WEBS 2X4 SPF STAND. , EXCEPT AS SHO�N BC X-LOC L-R: �.29 8.53 14.87 cCn m :W1-2X6 MSR-SPF 18H�F-1.6E s � O� m W W � � O O W 5X7 1 .5X3 4X8 1 .5X3 lZ �z.00� 2-11-15 � , 0-9-13 � 4X12 3X�+ 2X4 1-4-0 2-2-2 12-tt-14 15-2-0 DVER 2 SUPPORTS R-1013q Y- 3.50" R-675Ik Y- 3.50' PLRTE TYPE--RLPINE SEON--166442 FL�tNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR r�v in.o.a sca�-o.s000 *�IMPORTRNT*� SHRL�IDT�BE RESPONS�E�FOq IR Y TpU5SE5 REWIRE EXTRE�CRRE OESIGN CRIT R� —' 0 0 0 0 0 o WRRNING IN Har�iNc, ERECTION a�m 0 0 0 o DEYIRTION FRIN7 THESE SPECIFtCqT]ONS UR W/Y �EY1HT[ON FROn BRPCING.SEE 'BYT-76',[BRRCIl� YOOD TRUSSES� TC LL 4O.0 PSF DRTE 1 Z 9� �� c� o o TH[5 OESIGN DR RNY FRILURE ID BU1LD THE TRUSS lN CONFOfl1�iNCE CDtlt�]JTRRI RND RECp1MENURTIDNS-►TPII. SEE —_� [� O o YITH TFE 'OURLITY CONTROL 11fiNUflL'BY iP1. RLP7NE CONNECTDRS THIS DESIGN FOR fDDIT101�i11 SPECLRL PERMR- TC DL lO.O PSF DR41G MNUSERs 88344003 �� p o RRE 11RNUFRCTLREO FROn 20 GflUGE GflLYRN[ZEO STEEL U1LE55 NENT BRFiCING REOUIREIIENTS. UNLESS OTHEflYISE � LP I N � OTHEflY1SE SN04N, MEETING REOUIREtlENfS OF RSTtl R446 GqHOE R. SHOYN� TDP CHORO SHRLL BE LRTERFYLY BflFCEO B BC DL 1 O.O PSF MN-ENG L.L.K. r�-�. p FPPLY CGNNECTORS i0 BOTH FRCES RT EflCH JOINT fUO lOCR7E HS YI7H PROPERLY flTTRCHE� PLYYOOD SI�RTH7NG� TOT.LD. 00.0 PSF 0/R LEN. jS-�-0 �-� o SHOYN. BERRING Y[OTHS RRE 4'NOMINiL UNLESS OTHERYISE SF�YN. BOiTp1 CHORD YIiH R1GI0 GEILING OR BRRCINC r� �-� _� TRUSS OESIGN STFNDRRDS CONfORtl YITH 1�'PLICRBLE PflOVISIDNS Of flS SPECIfIFL ON DFSIGN. DD NDT USE iHIS ��.FRC. 1 . 1 5 . P I T CH 1 G.��1� +N�S RNfi �TPI fPCT). DESIGN YITH FIRE REfRHDflNT TNEFTED LUtlBFR. f' — J 7 �_� � � � •�-TPI = TRU55 PLHIG INSfITUTF NOS - tAf[DNRL DESIGN SPEI;IFICR7IUN FOR YfAU C�NSTRUCTICN SPRC I NG Z T.O TYPE H I PM-- �.� •luB: 25442 LK 15'2" DP H-3 THIS DWG. PREPARED fROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. �z�„, TOP CHORD 2X4 MSR—SPF 165:0�F-1 .SE TC X—LOC L—Rs .�.29 3.57 9. 19 14.87 3 BOT CHORD 2X4 MSR—SPF 165.0�F-1.5E Z 1JEBS 2X4 SPF STAND. , EXCEPT AS SHOWN BC X—LOC L—R: ,0r.29 9. 19 14.87 tC m :W1-2X6 MSR—SPF 18,0'b�F-1 .6E : � 07 OD � W .� � O O � SX8 1 .5X3 4X4 12.D0 4-3-15 1 .5X3 T 0-9-13 � 3X9 3X4 2X4 1-4-0 3-6-2 11-7-14 15-2-0 OVER 2 SUPPORTS R—l013M1 Y— 3.50" R—B751k Y— 3.50' PLRTE TYPE--RLPINE SEON--186445 FURNISH R CQPY OF THIS DESIGN TO ERECTION CONTRRCTOR r�v ia.o.e sc� -o.sma 0 0 0 0 0 0 *�IMPDRTRNT�� A��°i��R�Po��FOR `wr 11RRNING �r"i HRNUL�IpEERECT[ON� OESIGN CRIT REF -- O o O o OEYIflTION fROt9 THESE SPECIF[CflTI0N5 08 RNY OEYIRT[ON FNDM BRHCING.SEE '8YT-76',caa��r� �000 rRuss�s: TC LL �O,0 PSF DRTE j � �p �� o THIS DESIGN DR RNY FRILURE TO BUILD TNE TRU55 1N CONFORI'fi1�E WIHIENTRRY RNO RECOMfIENOflT[ONS-+TPI7. SEE G O O o yITH TFE 'OUF�ITY CO!lfRDL t1PNUHL'BY iP7. RLPII�CONNECT�iS THIS OESIGN fOR RDDITIO�.SPEC[Fk PEPo7R- TC DL lO.O PSF DRYG MNuSERs BB344004 0 0 0 o RRE t1RNUFRCTLRED FN017 20 GpUGE GNLYHNIZED STEEL Ut1ES5 f�NT BR�1wG RE�UIRENENiS. �E55 OTHERY[SE � � LPI N o OTHEflY1SE SNatN, MEET[NG qEOUIREflENTS DF RSTN R446 GRROE q. SHDYN, TOP CHORO SHF�L BE LPTERRLLT BRRCED B BC DL 1 O.0 PSF 11N-ENG L.L.K. � � � � RPPLY CONNECTORS TD BOTH FRCES RT EF�H JOINT WO LOCRTE HS YIiH PflDPERLY PTTRCHED PLYYD00 SHER7NIIJG� TOT.LD. OO.O PSF 0/R LEN. jS-2-O � � TRUSS o SHD11N. BEWt1NG Y[�THS RRE 4'N0111NFi UNLESS DTMERYISE SFDYN. BDTTp9 CHORO YITN qIGI�CEILING OR BRRC[NG r� r� OESIGN STRNOPFiDS CONFORM YIiH f�PLICRBLE PROVISIONS OF flS 5PECIFIm DN DESIGN. DD NOT USE THIS �UR.FRC. 1 . 1 S P I T CH 1 G.��1 C �NDS Fi�D �iPI [PCT). OESIGN YIiH fIRE RETHH�HNT TREHTED LUMBER. �1t' �� C=� [--7 � O O t--TPI - TRUSS PLRTE INSiITUTE NDS - tAT[ONRL DESIGN SPECIFICRTION FDR YGOD CONSTRUCTIUN SPRC I NG G T.O' TYPE H I PM-- JOB: 25442 LK 15'2" DP H-4 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS � DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 MSR-SPF 165�F-I .SE TC X-LOC L-R: �.29 4.9E 9.86 14.87 Z BOT CHORD 2X4 MSR-SPF 165�F-1 .5E WEBS 2X4 SPF STAND. , EXCEPT AS SHOWN BC X-LOC L-R: �.29 4.99 14.87 tCJ) m :wl-2X6 MSR-SPF 18�BF-1 .6E : � � O� W � W � � O O � 5X8 3X4 1 .5X3 i� 12.�0 D 5-7-15 l .SX3 0-9-13� 3X4 , 3X4 3X4 1-4-0 4-10-2 10-3-14 15-2-0 OYER 2 SUPPORTS R-1013# Y- 3.50' R-B75# Y- 3.50' PLRTE TYPE--RLPINE SEQN--186450 FURNISH R CDPY OF THIS DESIGN TO EREGTION CONTRRCTOR REV 14.D.6 sca� -o.s�so FlP[NE ENGINEEREO PROOl�TS, [NC. TRUSSES REOUIRE EXTRENE �2E DESIGN CRIT REF -- C� c� o O 0 O f�I MPORT A NT�* SHRLL NDT BE flESPON5I8LE FOR � 4JRRN I NG IN HRNOLINC, ERECTION RND n �� OEYIRTION FROM THESE SPECIFICRTIONS OR FNY DE41RT[ON FROf9 BRflCIN6.5EE `BYT-76",[BRf�ING YDDO TRUSSES: TC LL �O.O PSF DRTE 1 ZI J� S -J �� iH[S DESIGN OR RNY FRILURE TO BUILD TF�TRUSS IN CDNFORMRNCE CORMENTRRY RIJO RECOMIt7ENORTI0N5-�TPI)_ SEE _=� =� O O YITH Ttf '�URLIT► CDNTROL HFYJUHL' BY TPI. flLPINE CONNECTDRS THIS OESIGN FDfi FOO[TID�HL SPECIRL PERIIR- TC DL lO.O PSF DRVG MNusERs BB344Uu5 --� � o O RRE NF�JUFRCTLREO FR011 2D GRUGE GRLYRNIZEO STEEL UtLESS NENT BRflC1NG REOUIRE11ENi5. UNLESS OTHERYISE g BC DL 1 O.0 PSF MN-ENG L.L.K. � LP I N � OTNERYISE SH�YN, MEET[NG REOUIREtlENTS OF RSTN R446 GRROE R. SHOYN, TOP CHORU SHFlLL BE LRTERRLLY BRRCED �+ RPPIY CDNNECTORS TO BOTH FpCES RT ERCH JOINT RI�O LOCRTE RS YITH FROPEkLY flTTRCHED PLYYDOD SHER7H]NG� TOT.LD. OO.O PSF 0/R LEN. 1S-�-O - SMOVN. BEflRING YLDTHS RHE 4'N0111NR. UNLESS DTHER5IISE SlflYN. BOTTp1 CHORD Y[TH RICID CEILINC OR BRflCING _ _ � TRUSS � DESIGN STRNOFft05 CONFOflH YITH RPPLICRBIE PROYISI�IJS OF flS SPECIFIE➢ ON �ESIGN, DO NDT USE THIS �UR.FRC. 1 . 1 S P I T CH 1 2.��1 2 w tNDS RDD sTPI [PCT). DESIGN YI1H FIRE RETRHOHNT 7RERTEO LUHBEA. SPRC I N G Z�.O TYPE H I PM-- � -. 7 i.-7 ["� o O C� �-_TPI - lRU55 PLHTE [NSTITUTE, NDS > �vHTLONRL DESICN SPECli[CFiIUN F6R YfAD CONSTHUCTION ,� J03: 25442 LY. 15'2" DP H-5 THIS DWG. PREPARED FROM COMPU7ER INPUT (LOAOS & DIMENSIONS) SUBMITTED BY TRUSS MFR. -�a�= - �„@.� „ TOP CHORD 2X4 MSR-SPF 165,0�F-1 .5E TC X-LOC L-R: ,�.29 3.34 6.24 1�.53 14.87 3 BOT CHORD 2X4 MSR-SPF 165BF-i .SE Z WEBS 2X4 SPF STAND. , EXCEPT AS SHOWN BC X-LOC L-R: 0.29 6.32 14.87 cC m :W1-2X6 MSR-SPF 188E'F-1 .6E : � O� W , � W � � O - O � SX5 3X4 l .SX3 3X5 12 6-11-15 �z.00� � 1 .5X3 0-9-13� 3X7 3X4 3X4 1-4-D 6-2-2 B-11-14 15-2-0 OYER 2 SUPPORTS R-1013# Y- 3.50' R-675�E Y- 3.50" PLRTE TYPE--RLPINE SEON--166451 FURNISH R CDPY OF THIS DESIGN TO ERECTIdN CONTRRCTOR REV 14.0.8 s�uE -0.375D RLPINE E]JGINEERED PROOUCTS� [NC. TNUSSES qEWIRE El(TREt� CRRE aESIGN CRIT REF �' O O o O o o {�f I MPORT RNT�* SHFiLL AbT BE HESPDNSIBLE FOR RNY WRRN I NG IN HRNDLINC, ERECT[ON fWD n o pp 0 o O O OEYINTION FR011 THESE SPECIFICNTIDNS Up RWY OEVIR7[DN FROM BRflCING.SEE 'BYT-76'��exa�c��000 rRossEs: TC LL �O.O PSF DRTE j C� J�pp � � � � TH[S DESIGN Ok flNY FR[�URE TO BUILD THE TRUSS ]N COI�ORI'RNCE COIIflENTi#1'f RNO RECOMIIENORTTDNS-iTPI). SEE C� n o o Jl�H TF£ 'OURL[TT CONTROL f7RNURL' BY iPl. RLPINE CONNECTORS THIS DESIGN FOR FDOITIOIAL SPEC[RL PEkMii- TC DL �D.O PSF DRIlG rwusERs BB344006 0 o p o FRE I1Fi�UFRCTURE6 FR017 20 GRUGE GflIYRNIZED STEEL Ut1ES5 NENT BRRCING REOUIREt1EN1S. UNLE55 OTHERYISE �' LP I N O GTHERYISE SHOYN� MEETINC flEOUIRERENTS Of RSTM R446 GRROE P. SHOYN, TOP CHORO SHRLL 8E LflTERRLLY BRRCED B BC DL 1 O.0 PSF MN-ENG L.L.K. _ _� � nPPLi WNNECTORS TD BOTH FRCES RT ERCN ,AINT F�LOCRTE flS YITH PNDPERLY flTTRCHED PLYYDOD SNERTHING� TOT.LD. �0.0 PSF 0/R LEN. �S�Z—O �.-�. � TRUSS � iH047N. BERRIHG Y[O1H5 R8E 4' NGMINf� UNLESS OTHERYISE SFq4N. BOiT011 CHDRD Y[TH RIGIO CEILING OR BRRCINC GESIGN STFNDHt05 CONFORB YITH {�PLICflBLE PpDYISIDNS OF fl5 SPECIFIm ON OESIGN. DO NDT USE 1HI5 0(�,FR[,'. 1 . 1 5 P I T CH 1 Z.��1� �NDS RND ■TPI lPCfl. OESIGN YITH FIflE RETHROHNT TNEHiEO LURBER. r�t' r_J L, �-� � � � �--1PI - 1RUS5 PLRTE INSfITUTE NDS - tATIONRL DES]GN SPECffICH71UN fUR YfAD CONSTRUC11C1N SPRCING GT.O' TYPE HIPM-- JOB: 254d2 LK 15'2" DP H-6 THIS DWG. PREPARED fROM COMPUTER INPUT iLOADS � DIMENSIONS> SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 MSR-SPF 165�F-1 .5E TC X-LOC L-R: �.29 4.�� 7.57 11 .19 14.87 Z BOT CHORD 2X4 MSR-SPF 165�F-1 .5E WEBS 2X4 SPF STAND. , EXCEPT AS SHOWN BC X-LOC L-Rs 8.29 7.66 14.87 cC m :W1-2X6 MSR-SPF 18��F-1.6E : (A)1X4 "T" BRACE. SAME GRADE AS wE8 MEMBER. ATTACH WITH p�j 8d NAILS � 6" O.C. BRACIN6 MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. � CD W � � O O V 5X5 3X4 2X4 3X5 1 .5X3 12 R� 8-3-15 �z.o�� 0-9-13 � 3X7 3X4 3X4 1-4-0 7-6-2 7-7-14 15-2-0 DVER 2 SUPPORTS R-1013# Y- 3.50' R-875# W- 3.50' PLRTE TYPE--RLPINE SE�N--186453 FL�2NISH R CDPY OF THIS DESIGN TO ERECTION CONTRRCTOR REV l4.0.8 saa� -o.zs� FtiPINE E7�INEERE� PRODUCTS� IlIC. TRUSSES REOUINE ERTREHE CRRE � � � O O O �f I MPORTRNTff �.L�WT BE RESPONSIBIE FOR �,,r 41RRN I NG IN HFkIDLIAG, ERECT[ON RND � S G -- � O � � DEVIPT]ON FROM TNESE SPECIFICRTIONS OR WIY OEVIRT[ON FR011 BRHCIN6.SEE 'BYT-76',�ea�c��c �000 rauss�s: TC LL 40.O PSF DRTE � J p � � O O THIS DESIGN OR RHf FRILIAtE TO BUILO TF�TRUSS IN CONFORIfiNCE COMENTRRT RNO RECp1f7EN�RT[�l5-eTPII. SEE c� o o O YITH TFE 'OURLITV CONTROL 17WIUPo.'BY iPl. RLPII�CDNNECTORS THIS OESIGN FOR f00[TIqFL SPEC[RL PEPoW- TC DL lO.O PSF DRIfG hu�ulsERs BB344WI - [� o o O RRE CIRNUFRCTI.qED Ffi011 2D GqUGE GHLYRH[ZEO STEEL UPLESS NENT BRPCING REOUIREIIENTS. UNLESS OTHERYISE �' LPIN o OTk�RYlSE SNOYN, t7EETING REWIREHENTS OF RSTII R446 GflHOE fl. SHOYN, TOP CHORO SHRLL BE LRTERRLLY BRRCED B BC DL lO.O PSF MN-ENG L.L.K. . U � RPPLY CGNNECTORS TD BOTH FRCES RT Ef�H JOINT WO LOCRTE fl5 YITH PROPERLY flTTflCHEO PLYYDDD SHERIN7NG� TOT.LD. OO.O PSF 0/R LEN. 1S-2-O � c' TRUSS � SHOYN. BEHHING YIOTHS RRE 4'NOfl1Nf� INILESS OTHERYISE SFqYN. BO1T01 CF�RD YITH RICIO CEILING OR BqRC[NG r� � � DN�SSGN�S`RNDRRDCT'CONFDRII YITH f�PLICRBLE PROVISIONS � DESIGNEYITHmFIRONRETPfl flNT TRENNOD USnBT�H15 0�.F�,'. 1 . 1 5 P I T CH 1 C.0�1� �[�.� �� c_7 O c7 O �__TPi • lRUSS P�RIE INSf1TUTE NDS - tATIONRL OESIGN SPECIF(CRTION FO8 IIWD CONSTRUC710N SPRC I NG 24.0 TYPE H I PM-- J��B: 25442 LY, 13' SCISSORS THIS DWG. PREPARED FROM COP4PUTCR INPUT (LOADS & DIMENSIO��S> SUBMITTED BY TRUSS MFR. s r:�.• . "fOP CHORD 2X4 MSR—SPF 165.0E-1 .5E TC X—LQC L—R: ,0'.29 3.52 6.5�0' 9.48 12.71 Z BOT CHORD 2X4 MSR—SPF 165;0�F-1 .5E 11EBS 2X4 SPF STAND. , EXCEPT AS SHOWN BC X—LOC L—R: �.29 6.5,E' 12.71 tC m � :Wi-2X6 MSR—SPF 18�E�F-1.6E : p� � m W � � O O � 5X4 3X5 12.OD 3X5 1 .5X3 iz.00 6X8 1 .5X3 � Q 6.00 6.D0� � 0-9-13 12 12 vl 0-9-13 � � 3X6 3X6 1-4-0 6-6-0 6-6-0 6-6-0 6-6-0 13-0-0 DVER 2 SUPPORTS R-883# Y— 5.50" R-745# Y— 5.50' PLRTE TYPE--RLPINE SE�N--186454 FL�2NISH R CDPY OF THIS DESIGN TD ERECTION CONTRRCTOR �v ia.o.e sca�e -o.zsou r�P�� ac��o PHODl1CT5, [I�. TpI15SE5 REQ1IflE EXTREME LARE DESIGN CRIT REF -- � � � � � � +�+�I MPORTRNT�f SHRLL I�WT 8E RESPONSIBLE FDR �+Y wARN I NG IN NF�lDLING, ERECT[ON � !I c� O o o OEYIPTION FROH THESE SPECIF[CRTIDNS ON W!Y UEVIRT[ON FR017 BRRCIHG.SEE 'BYT-76'��aer�� 000 rAuss�s: TC LL �7Q.O PSF DRTE 1 / 9/B8 � � � � TH[5 OESIGN OR RNY FRILURE TO BUILD THE TRUSS 1N CONFORPRNCE CDHIIFIJTRRC f�0 RECp711ENORTIDNS-�TPII. SEE � L� O o YITH TFf 'OURLITY CGNTROL MRNURL' Br TPI. RLPINE CONNECTORS THIS DESIGN FOR RDO[TIDtAL SPEC[RL PEfQ1R- TC DL lO.O PSF DRI1G MNUSERs BB.344OOB C� O O O FRE MFNUFFCTLRED FROH 20 GflUGE GflL4RNIZEO STEEL UN.E55 NENT BRRCING REOUIREMENTS. UNLESS OiHERY[SE -B BC DL 1 O.O PSF MN-ENG L.L.K. � LP I N O OTHEflYISE SHOYN, MEETIHG REOUIREtlENfS Of RSTtl R446 CBHDE R. SHOYNi TOP CHORO SHRLL BE LRTERfLLT BRRCEO �+ RPPLt CONNECTORS TD BOTH FflCES RT EHCH JOINT RPD LOCRTE RS YITH PROPERLY HTTflCHE�PLYYOOD SHER7H]NG� TOT.LD. C7O.O PSF 0/R LEN. 13-0-0 � TRUSS O SHDYN. BEflfl3NG Y[DTHS PotE 4'NOMINRL UNLESS OTHERYISE SHOYN. BOTTp1 CHORD YITH RIGIO CEILIl�OR BRRCING OUR.FRC. � . �S P I TCH 1 2.OI 1 Z � DESIGN SiRNDRft05 CWFORIf VITN RPPIICRBLE PROVISIONS DF RS SPECIFIEO ON OESIGN. �0 HOT USE THIS - �NDS RrO �TP1 [PCT). OESIGN YITH FIflE RETRROHNT TREHTm LU1IBER. r�., � o � � � t-_TPI � TRUSS PLRTE INSTITUTE N0: - IATIONRL DES]CN SPEf.IFICRT]�N FOR tIIXID CONSTRUCfION SPRC I NG Z4.O TYPE COMN-- JOB: 25442 LK 13' 6IRDER THIS DWG. PREPARED fROM COMPUTER INPUT (LOADS & DIMENSIONS> SUBMITTED BY TRUSS MFR. -�_ TOP CHORD 2X6 MSR-SPF 18,�.�F-1 .6E TC X-LOC L-R: b'.29 3.47 6.5�' 9.53 12.71 Z BOT CHORD 2X8 MSR-F. LAR 195;gF-1 .7E C WEBS 2X4 SPf STAND. , EXCEPT AS SH041N BC X-LOC L-R: .0'.29 3.47 6.5Er 9.53 12.71 m :u�-zx4 SPF STUD . 2 C0�1PLETE TRUSSES RE�UIRED �� ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. FASTEN TOGETHER 1JITH : 16D NAILS ap TOP CH ------------------ 16" O.C. OD WEBS ------------------ 4" O.C. STAGGERED w BOT CH ------------------ 4° O.C. STAGGERED „'�� NOTE: ( 1 ) 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED o FOR i2)-16D NAILS IN EITHER TOP OR BOTTOM CHORDS. � TOP CHORD BOLT SPACING NOT TO EXCEED 18" O.C. . TNIS GIRDER HAS BEEN DESIGNED TO SUPPORT: FROM ONE SIDE--17' 9" OF SPAN FRAMING TO THE BOT CHORD OPPOSITE SIDE-- 2' �" OF SPAN FRAMING TO THE TC/BC SPLIT GIVING A TC LOAD OF ls'8' PLF AND A BC LOAD OF 484 PLF 3X6 7X6 2 3X6� 12_00 12.OD Y1 � 0-9-13� �0-9-13 � 2X4 6X8 2X4 � 6z6 6x6 6-6-0 `L6-6-o 13-0-0 OVER 2 SUPPORTS R-3624�t Y- 5.50' R-3624�t kl- 5.50' PLRTE TYPE--RLPINE SE�N--186457 FI�tNISH R CDPY OF THIS DESIGN TO ERECTION CONTRRCTOR rc�v l4.o.e sc� -o.ie�s iIPINE FNGINEERED PNOOUCTS� INC. TRUSSES BEOUIRE EXTREME CHRE �ESIGN CRIT REF -- O O O O O O �E*I M PORTRNT�# sNai.�NOT ee aEsroNste�e Foa RNY W RRN I NG IN HRNDIIlG� ERECTION RND n n c� � c� O O pEYIRT]ON FR017 THESE SPECIF[CHTIDNS OR RNY OEVIRTiDN FROM BNflCING.SEE '8YT-76'�BflRCING YD00 �flUSSES� TC LL �O.O PSF DRTE J�p �� THIS DESICN OR RNY FRILURE i0 BUILO TME TRUSS IH CDNFORI'ANCE CDMI1ENTFiRY R10 RECp1t1ENORT[ONS-•TPII. SEE _:� :� o o �IITM TFE '�URLITY CONTROL f7FiNUFiL' BY TPI. RLPINE CONNECTDRS iHIS DESIGN fOH RODITIINAL SPEC[RL PERMH- TC DL 1D.O PSF DRVG MNusERs 683440U9 c=, � p o RRE Y�iNUFRCTLREO Ffi011 20 GflUGE GHLVHN[ZED STEEL UfLESS NENT 6RflC1NC RE�UIREI1EN15. UNLE55 OTHERY[SE B BC DL 1 O.O PSF MN-ENG L.L.K. �� LP I N � GTNERYISE SHOYN, 11EET[NG REWTREtlENTS OF RSTtl R446 GflR� fl. SHOYN� TOP CHDRO SHRLL BE LRTERRLLY BRRCEO p � �-, d RPPLY CONNECTORS TD BDTN FRCES RT EflCH.AINT PoO LOCRIE fl5 YITH PROPERLY FTTRLHED FLYYODD SHERTHING, TOT.LD. OO.0 PSF 0/R LEN. 13-O-O SMOYN. BENRING Y[D1HS RRE 4'N0111NRL UNLESS OTHEfiyISE SFAYN. BOttDl1 CHOflD YfTH RIGIO CEILING OR BRRC[NG � � TRUSS � OF.SIGN STFNOW205 CONFDRII YITH RPPLICRBLE PRONISIONS �F fl5 SPEC7FIED DN UESIGN. U�NDT USE THIS OUR.FRC. 1 . �S P I TCH 1 2.��1 2_ _ +NDS RRU �TPI IPCT). �ESIGN YI7H FIRf RETHROHNT TREHTEO IUtlBEH. SPRC I NG SEE R BOVE TYPE� COMN-- - � �� C�� +--fPl - �RUiS PlH1E IN�I]fUTE� NOS - NiT[�]WRL OES]CN SPECIFICNTlliN FOH YU00 C�kSiNUC11UN .� . _ ._ _. ___-___ . ._ _ _.__ __..__.____.�._._.__ .__.__.. _. -_�..........�-�..._.-......_.... ,.,._.._.�...:.�,,.�...,-....,-<.:-.r.......:.,n..r, . . . .,. . . __ . . _ �OB: 25442 LK 4' MONO THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTEO BY TRUSS MFR. . _� , TOP CHORD 2X4 MSR-SPF 165�F-1 .5E TC X-LOC L-R: �.29 3.71 3 BOT CHORD 2X4 MSR-SPF 165BF-1 .5E Z WEBS 2X4 SPF STAND. BC X-LOC L-R: �.29 3.71 (C m � o� � a� w � � 0 r r-- 1 .SX3 B.00� 3-D-7 3X4 2X4 1-4-0 4-D-0 OVER 2 SUPPORTS R-343# Y- 3.50" R-205# Y- 3.50" PLRTE TYPE--RLPINE SEON--186474 FURNISH R CDPY OF THIS DESIGN TO ERECTION CONTRRCTOR REV l9.0.6 sca� -o.s000 R.PINE EHGINEFAED PR�UCTS� LNC. TfltSSES REOUIRE EXTREIIE CRRE �ESIGN CRIT REF O o o O o o ��I MPORTRNT�� SNPo1 NDT BE RESPONSIBLE FOR flNY �fRRN I NG IN HRNDLIPG, ERECT[ON RHO r� p pp � � � � DEViHT10N FRW1 THESE SPECIF[CRTIDNS ON RNY DEY]RTION fROM BRflC1NC.SEE 'BYT-76'�[B(IRCING Y000 iRUSSES� TC LL 40.O PSFF DRTE �G� J pp O O � THlS DESIGN DR RNY FRILUflE TO BU1LD TFiE TRUSS IN CONFDR141NCE COHIIENTRRY RN�RECOMMENORTtDNS-�TPI1. SEE o G-"' o O YIiH TFE 'OUF�.I7Y CONiROL 17RNURL' BY TPl. RLPINE CONNECTDRS TH15 DESIGN FOR FOOITIOI�iiL. SPEC[RL PEPo1R- TC DL jO.O PSF DRVG rn�wsERs B8344011 � � O o RRE tiFtJUFRCTUiED FR011 20 GFYIGE GRLYRNIZEO STEEL UILESS NENT BRflCING REOUIkE11ENi5. U!R_ESS OTHERYISE o LPIN O OTNERY]SE SHOYN, t1EETINC REOt1IREItENTS DF RSTMI R446 GRf�E R. SHOYN, TOP CHDRO SHRLL BE LflTERRLf BRHCED B BC DL lO.O PSF MN-ENG L.L.K. APPLY CONNECTORS TO BOTH FACES RT EqCH .AINT W�D LDCRTE PS YITH PROPERLY RTTRCHEO PLYY000 SF�RTHING, TOT.LD. 6O.0 PSF 0/R LEN. 'T-O-O � TRUSS o SHOYN. BERR]NG Y[�THS RRE 4'NOMINFL UNLESS OTNERYISE SHOYN. BOIT011 CHORD YITH RIGID CEILINC OR BNRC[NC p �.-_ UESIGN STRNOFfl05 CONfOflH YITH iPPLICHBLE PRONISIDNS � qS SPECIFIE➢ ON OESIGN. DU NOT USE hIIS ��.F�.. i . 1 5 P I TCH C?.Q�1� �NOS R1�0 rTpl [PCT). OESIGN YITH FINE RETRRDfWT TREflTED LURBER. � C� O O � O t__TPI � iRU55 PLRTE CNSTITUTE NDS - fATiONRL DESIGN SPECIFICRTIDN FOR YOOD CONSTRUC7ION SPRC I NG 24.O' TYPE MONO-- �'a 151. (v/no 31.5 .,\ .\ '� . � _ • ., �1d� _ _ �' �•,P'� . `� _-- � ,,. � � � / . r 1 '� -�--i-- �- � _� �-� - � _ _ � J� — - -— --� � 3 PARTIAL - FRAMING ' PLAN s -- CATS ��p ROOP PITCH CAT LENGTH , -'�— 1.S 2-8-0 i 2.0 2-9-1 ._n->.�..� ...�__.s..e.�.oe _ 2.5 . _. 3-H-3 3.0 2-8-5 � 3.5 2-8-9 �.0' 2-8-11 � �.S 2-8-15 5.0 2-9-] � i � 5.5 2-9-8 6.0 2-9-I2 i 6.5 2-10-T 7.0 2-10-T : — - 7.5 4-14••F3 I ' 8•� 2-1i-3 1 �— �— � . curriNc r�e�naRe �o I Set saw blada ! �S° fsoA vertic.al � v �� ` II Rotate sav blade to angle J��ya� correepondinq to the PITCti.on 17 � �� 2-0-0 � ��o�� c �o ��n , �---...—_�-� ( � � � c• �� 4�, ,:J ,� �-� RLPfiiE ENO[I�EtiED !'ROOl1CT5,I1�M:. ; u � "��f'�j��]�p(��, `y � P.O. BQlI2225 o c� u o c� c:� ' U v f�i-7`I 11�f�71!{J`-7 O Cl ' 1 c� c� [:� �c� o c.] � ��Q� .�.�1 ' a �� ✓ �-� �-, 90S-7B:-JJ33 � �Ai..,��t Ev � �J . , ' JOB: 102d� 25442 TOP CHORD 2X4 MSR-SPF 21��F-1 .8E TC X-LOC L-R: H.29 6. 15 11 .42 14.62 17.83 23.18 28.96 BOT CHORD 2X8 MSR-F. LAR 195�F-1 .7E WEBS 2X4 SPF STAND. , EXCfPT A5 SHOWN BC X-LOC L-R: �.29 6. 15 11.42 14.62 17.83 23.18 26.96 :tJl-2X8 MSR-F. LAR 195,�F-1 .7E : :W2-2X4 MSR-SPF 165b'F-1.5E 2 C0�1PLETE TRUSSES REQUIRED �--�� NO WANE, KNOTS, SKIPS OR OTHER DEfECTS SHAIL OCCUR IN FASTEN TOGETHER WITH s 16D NAILS THE PLATE CONTACT AREA OR SCARFED AREA OF 4/EB MEMBERS. TOP CH ------------------ 1�" O.C. WEBS ------------------ 4" O.C. STA6GERED ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND BOT CH ------------------ 5" O.C. TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. NOTE: ( 1 ) 1/2" DIA. THRU BOLT MAY 8E SUBSTITUTED SEE ORAWING 13S' FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " FOR (2>-16D NAILS IN BOTTOM CHORO ONLY. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. SINGLE CUT WEB �-BC:5 ;2 ENDS: 1.3,7,9 *** SPECIAL LOADING *"* /--------CONTINUOUS LOADS--------\/---CONCENTRATED LOAOS---\ --ID- L-PLF R-PLF ENDPOINT --ID- X-LOC MAG TC 1 1�',0'.H 1,0�8..0' 29.25 BC 1 2,6�.�0' 2E'..g 17.83 BC 1 17.83 3796 BC 2 4.0'.0'.,0' 4b'.0'.br 29.25 7X6 7X10 7X10 4X6 6XB �XB Y2 �/�+ 12 Yl YZ 2 Yl 12 �AO 8.�� a g.�� +X6 3X8 8X8 3X8 4X6 12X14 �379�,� ��_�o_0 8X8 1-4-0 14-7-B 14-7-B 1-4-0 29-3-0 OYER 2 SUPPORTS R-4151A N- 5.50" R-75B9# 4f- 5.50" PLRTE TYPE--RLPINE SEON--189441 FURNISH R CDPY OF THIS DESIGN TO ERECTION CONTRRCTOR REV 14.D.B sca�.E -o.izso 0 0 0 0 0 0 �P�� G[NEERE� PHOOUCTS, INC. TRUSSES REWINE EXTREME LHRE �ESIGN CRIT REF �*I MP ORTR N T�� SHRLL NDT BE RESPONSIBLE FDR RNY WRRN I NG IN HRNCLIPG, EflECT[ON RNO I' �� C c--� � o OEVIPTION FpGh THESE SPECIFICRT10N5 DR RNY OEVIRTION FR011 BHRCING.SEE 'BYT-76',lBRrlCING Y000 TRU35E5: TC LL '7O.0 PSF DRTE D 1 I'7 IS 9 � � � � THIS DESIGN OR FHY FR[LURE TO BUILD THE TRUSS IN CONFORYPNCE COflMENTRRY HND RECp1MENORTIDNS-tTPI). SEE — � � � G7 JIiH TVE 'OURL[T'f CONTRUL tiMUfll'BY TPI. RLPINE CGNNECTDRS �HIS ClESIGN FUR i�DITIDIfiI SPEC[RL PEPo1R- TC DL lO.0 PSF DRVG '—' o o RFiE tWvuFRCTWE� FRGt1 20 GRIJGE GHLMHNI2E0 STEEL UN.ESS NEHT BRRCING REOUIREI1ENT5. UNLE55�THERYISE BC DL 1D.Q P5F MN-ENG R.A.R. u L LP I N � �ThcRY15E SdGYN, 11EETLNC qEOUIRENEMS OF RSTI1 R446 GflFiOE F. SHUYN, TOP CHORD �iRLL BE LflTERFiLY BRNCEU � o RPPLY CGHNEC�GRS TD BDTH FRCES RT ERCN.AINT Flta LOCRTE HS YITH PROPERLY HTTPLHEO I'LYYDOD SHERTHING, TOT.LD. OO.O PSF 0/R LEN. 29-3-0 �- Tp �+ 0 SHGYN. BERRING YIOiHS RRE 4"NOt71Nfi uNLE55 OTHEfhfISE SFIOYN. BOTTp'I CHOHD YLTH HIGIO CEILING OR BkRL[NG �UR.FRC. 1 .1 S P I T CH B.Q I 1 C L 1 f�USa7 ,� GcSIGN STRHORRGS CWFDRM YITH Ff'PLICRBLE PROVISIDNS OF NS SPECIFIE� ON DESIGN. DG NOT USE THIS �NGS PAfJ fTpI tPCTI. DESIGtJ YITH FIRE FETRROHNT TflEflTEO LUHBFA. o c—i c=� c� O o k--iP] - iR11;5 PLR7E iNSllTUTE; NDS - N-lTl(7NRL OESIGN SPECIf[CRT10N FOR YDOD CONSTRUCTIGN SPRC I NG SEE RBOVE TYPE G I RDER JOB: 18237 25442 TOP CHORD 2X4 MSR-SPF 165�F-1 .SE TC X-LOC L-R: 8.29 4.52 8.17 13.BB 17.83 21.48 25.71 BOT CHORD 2X8 MSR-F. LAR 195�F-1.7E - WEBS 2X4 SPF STAND. , EXCEPT AS SHOWN BC X-LOC L-R= . 8.29 4.52 8. 17 13.8� 17.83 21 .48 25.71 :IJ1-2X8 MSR-F. LAR 1958'F-1 .7E : :W2-2X4 MSR-SPF 165�F-1 .5E 2 COMPLETE TRUSSES REDUIRED �=� NO 1JANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN FASTEN TOGETHER WITH : 16D NAILS THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. TOP CH ------------------ lEr" O.C. WEBS ------------------ 4" O.C. STA66ERED ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND BOT CH ------------------ 5" O.C. TOP TO BOTTOM, EXCEPT 4lHEN LOCATED BY CIRCLE OR DIMENSION. NOTE: (11 1/2` DIA. THRU BOLT MAY BE SUBSTITUTED SEE DRAWING 13� FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " FOR l2)-16D NAILS IN BOTTOM CHORD ONLY. ALL NAILS SPECIFIED ARE COMMON 41IRE NAILS. SINGLE CUT 4/E6 �t-BC:S ;2 ENDS: 1 ,3,7.9 *** SPECIAL LOADING *** • /--------CONTINUOUS LOADS--------\/---CONCENTRATED LOADS---\ --ID- L-PLF R-PLF ENDPOINT --ID- X-LOC MAG TC 1 i�B.� 1�Br.� 26.,E',g BC 1 2�B'.r0' 2.�.g 17.83 BC 1 17.83 3796 B C Z 4,0',�.8 4;0',0�.B Z 6.�BB 6X6 3X7 6X12 6Xl2 � X7 • B.00 r2 B.DO Yl YZ z Y1 4X5 4X5 3X5 6X6 12X14 8X8 3X5 4X5 4X5 'b' 3�9b'�` �-7-l0-0 1-4-0 13-0-0 13-0-0 1-4-0 26-�-0 OYER 2 SUPPORTS N-3303# fi- 5.50" R-6B13# Y- 5.50' PLRTE TYPE--RLPINE SE�N--189440 FURNISH R CDPY OF THIS DESIGN TO ERECTION CONTRRCTOR eEr�a.a.e s�-o.isra FtPINE ENGINEERED PRmUCTS� [1C. TIIUSSES 11EOU1RE El(TREHE CRRE DESIGN CRIT REF O o O o O O ��I MPORT RNT+�� SHRLL I�T 8E HESPONSIBLE FDR f�lY uARN I NG IN HRNULIIG� ERFLT[ON RND � � � � � OEYIRTION FROfI TNESE SPECIFICflTIDIS OR W�IY DE41fiTI0N fRa1 BRPCING.SEE 'BYT-T6',[BRRCING YD00 TRU55ES� TC LL �O.O PSF DRTE � � 'O C] YIiH TFEI'OUHI.ITYYCONTROLE T�0 B�UIL�T PITRU�SLP'�CCOFNNERC�CS iH1�ES�IGN�FIXtECFO�D[T�lINHL SPEC[RL PEPoIRE TC DL �0.0 PSF DR1G � 0 p O RRE t1fN11FRCTUtEU FRaI 20 GflUGE GNLYRNIZED STEEL UrLE55 NENT BRHCING REOUIREMENTS. UNLESS OTHERY[SE 9C DL 1 O.0 PSF MN-ENG R.R.R. � LPI N O OiNEflYISE SHOYN, t1EETING pEOUIREIlEHfS OF RSTN R446 GRRDE fl. SHOYN, TOP CHDHU SHRLL BE LHTEflF�L7 BRRCED c �+ RPPLY CONNECTORS TD BOTX FRCES RT EHCH ,AINT RfO LOCHTE HS YIiH �PROPERLY flTTRCF�D PlYY000 SHERTHIN6� TOT.LD. OO.O PSF 0/R LEN. ZO�O-O � TRUSS o SHOYN. BEHRING 4[�1H5 RHE 4"tmNINF� UNLESS OTMERYISE 5FiDYN. BOiTU1 CHORD Y[TH flIGI�CEILINC OR BRRCINC p � OE516N SlRNDiMt�S CONFORII YITH FPPLICfi81.E PflOYISI0N5 � fl5 SPECIFIm ON DESICN. 00 NDT USE THIS ��.F�. 1 .15 PITCH v.��12 �NOS RPO�TPI [PTiU55 PLRTE IN514TUTE NDS • NiTlDNRL DESIGN SPE�BIFICRTIONEFOR YOODN�NSTRUC110Nn� SPRC I NG SEE RBOVE TYPE G I RDER r-� O L� O O O JOB: 25442 LK 38• DP H-5 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS � DIMENSIONS> SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 MSR-SPF 165�F-1 .5E TC X-LOC L-R: �.29 5.46 1�.52 15.62 19.�� 22.38 27.48 Z BOT CHORD 2X4 MSR-SPF 165�F-1 .5E 32.54 37.71 WEBS 2X4 SPF STAND. BC X-LOC L-R: H.29 1�.52 19.�E 27.48 37.71 m LT. BLOCK 2X4 �2 OR BETTER RT. BLOCK 2X4 �2 OR BETTER (A)1X4 �3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO p�j BE E�UALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A � SUITABLE SUPPORT BY ERECTION CONTRACTOR. pp NOTE: REFER TO 'PIGGYBACK DETAIL' FOR BRACING INFO. W NOT SHOwN HERE. [6]" NOMINAL BEARING REQUIRED, OR [4]' NOMINAL BEARING W WITH 2X4X12" BLOCK SAME GRADE AS MEMBER. O � ATTACH WITH C5716D NAILS. REFER TO DRAUIN6 139 � FOR NAIL SPACING INFORMATION. 7XB 2X4 7X8 5X5 5X5 2X4 2X4 8.00 �1� lz �B.00 / ' R) 3X6 3X6 6X8 3X6 3X8 3X6 6X8 � � -- � 1-4-0 15-6-15 6-10-3 15-6-14 1-4-0 38-0-0 OYER 2 SUPPORTS R-2389�t Y- 3.50" R-2364tt Y- 3.50' PLRTE TYPE--RLPINE SEON--166373 FURNISH R CDPY OF THIS DESIGN TO ERECTION CONTRRCTOR REV 14.0.6 sr.�E -o_�e�s 0 0 0 0 0 0 �PINE EN6II�EREO PRO�UCTS, [NC. TRUSSES REDUIRE EI(TREME CARE �ESIGN CRIT REF -- �*I MPORTRNT*f SHRLL ImT BE RESPDHSIBLE FOR RNY wRRN I N G IN HRNOLING� ERECTION RNU p o O o O DEYIRTION FROH THESE SPECIFICRTIWS Ofl RNY OEVIRTION FROM BRRCING.SEE 'BYT-76',IBRRCING Y000 TRUSSES� TC LL �O.O PSF DRTE 1 I BI O � � � 0 TH[S DESICN OR RNT FRILIAiE TO BUILD THE TRU55 ]N CONFORYANCE COMI'IENTflH'f FYlO HECp111ENORTIDNS-�TPI). SEE v � O O �I(H TI£ 'OURLITY CDNTRGL ItPoIUflL' BY iP1. RLpINE CONNECTORS THIS UESIGN FOfi RODfTIODFlL SPECIRL PEkMR- TC OL lO.O PSF DR11G MNusERs 88343015 � O o o RRE �IUFRCTI.RED FkOh 20 GFiUGE GHLYRN¢E� STEEL U�LESS NENT BRRCING REOUINEIIENTS. UNLESS OTHER4ISE � � LP I N � �THENY]SE SP�4H, MEET[NC NEOUIREtlENTS OF RSTtl R446 GBRLE R. SMOYN, TOP CHORO SHRLL BE IflTERRLLY BRRCEO B BC DL 1 O.O PSF MN-ENG L.L.K. , r--, o RPPLY CDNNECTORS TD BOTH FRCES RT EflCH JOINT FMO LOCPTE q5 YIiH PHOPERLY PTiFCNEG PLYYDOD SHERTHING, TOT.LD. OO.0 PSF 0/R LEN. 3 B—0—0 � � �� o SnDMN. BEHRING Y[OTHS RflE 4'NOMINFY. UNLESS OTHERh1I5E SH04N. BOTTp7 CHORD YITH flIGID CEILING OR BNRC[NG �'�-) �_ 6ESIGN STRNDRHDS CONFOflII YITH f�PLICRBLE PROYISIONS OF RS SPECIFIED ON OESIGN. DD NOT USE THIS 0�.FRL`. 1 . 1 5 •NDS RI�D tTPI [PCT). UESILN YITH P1RE RETHBUflNT TNEHTED WtlBEq. � � � � � � +--TP1 - iHUSS PIRTE INSTITUTE, NDS - NRi[CNRL OESIGN SPECIf'[CHTIGN FOR YUOD CON,iRUCII(iN SPRC I NG 24.O' TYPE SPEC-- JOB: 25442 LK PI6 FOR 38' COMNS THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 MSR-SPF 165gF-1 .5E USf 3X8 TRULOX NAIL PLATES WITH 4 NAILS EACH M[MBER NEAR Z BOT CHORD 2X4 MSR-SPF 165�F-1 .5E -� fACE, SAME NUMBER RE�UIRED ON FAR FACE. USE �.131" X 1 .375" WEBS 2X4 SPF STAND. SCOTCH NAILS OR E�UAL. Uc] m PIG6YBACK DETAIL 2X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACIN6 @ � � [36"] ON CENTERS MAXIMUM SPACING. ATTACH TO EACH TOP � CHORD WITH (2) 16D NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE � SUPPORT BY AN ERECTION CONTRACTOR. W � W O �-- � 4X4 s.00 � �e.00 3X4 3X4 f � 2-8-9 -B-9 5-5-1 OVER SUPPORTS R-2 Ik Y- 3.5D" R-29Dtt - .SD" PLRTE TYPE--RLPINE SEQN--186376 FURNISH R CDPY OF THIS DESIGN TD ERECTION CO T CTOR REV 14.0.8 sc� - o.s� F�PINE FNGINEEflEO PRODUCTS� [I�. TRUSSES REGIIRE EXTREMF CRRE DESIGN CRIT REF '- O O O � O o ��I MPORTRN T'�f SHf�L NOT BE RESPONSIBLE FOR RNY W RRN I NG IN HRNOLING, ERECT[ON RND p n � � � � � GEYIflTION FRON THESE SPECIFICFlTIOHS DR F�1Y OEVIRTIDN fRG11 BBRCING.SEE 'BYT-76',[BRRCING Y000 TRIISSES� � TC LL �O.0 PSF DRTE � p� p � � � � � TH[S DESICN OR RNY FRILUqE TO BU1L0 THE TRU55 IN COHFORMHNCE COtlf1ENTHRY RN�RECq1MENORT[ONS-tTPII. SEE � U n � YI�H TFE 'OURL[TT CONTROL HRNUFL'BY TPI. RLPINE CDNNECTORS TNIS�ESIGN FOR RDD[T10KiL SPECIRL PEW7R- TC DL lO.U PSF DRVG rwUSEFts 66343016 � � C7 � � FRE t7FNUFRCTUf2E0 FR011 20 6RUGE GHLVRN[ZED STEEL UfLE55 NENT BRflC1NG REOUIREIIENTS. UNLESS D�HERYISE B eC DL 1 O.O PSF MN-ENG L.L.K. � LP I N � ��pYISE SHDYN, MEETINC REOUIREtlEHTS OF R6TH R446 GRR� fl. SHOVN, TUP CHORO SFIRLL 8E LRTERRLLY BRRCEO �+ _ RPPLt CONNECTORS TO 80TH FRCES RT ERCH ,AINT FUO L�CRTE RS YITH PR�PERLY RTTRCHEU PlYYUOD SHEHTNING, TOT.LD. UO.O PSF 0/R LEN. 5-5-1 SHDYN. BEflRING Y[DTHS RRE 4'NOMINRL UNLESS OTHERYISE SHD4N. BOiTp1 CHORD YtTH RIGID CEILING OR BRRCINC �" � TRUSS � �ESIGN SiRNOt7iD5 CONFORtl YITH FPPLICFiBLE PRDYISIONS OF RS SPECIFIFD ON OESIGN. UO NDT USE THIS �UR.FRC. 1. 1 S P I TCH 8.��1� �NDS RI,D riPI IPLTI. �ESIGN YITH FIRE RETRRORNT TkERfFD IUHREfi. r� r._� �� O C, O O �-_TPI � iRU55 PIRTE INSTITUTE, NDS - NRi[ON�1L OEy7CN SPEf.IF1L'flTIpN FOH YIi00 CONBIHUC(IUN SPRC I NG G 4.Q TYPE COMN-- ; BRACING WOOD TRUSSES: �� Dlsfrlbuted by: ECOMMEHDATIONS w"'i'�� WOOD TRUSS COUNCIL COMMENTARY AHD R OF AMERICA pTRUSSPLATE INSTITUTE,INC.,1976 `�'s�� The des�gn ol wood truse+i�accordance wit�TPI dai�vitw4 nmmes: Howerer carcfully wood Truves are da�gned and fabrioted,all thn 1. Truss members�re initidly straiqht,unilorm in pplt�ttipn, is at stake�n the hnal erecuon and Draang of a root or Iloor syztem.It and uniform in desiqn propMies. is at this v�ucal stage ot co�strucbon that many ot the really ugnihcant design aaumptwn:are either fuIfIII.W or�gnored.If Ignared, 7. Trustes are plane structuwl compon�nu, irntalNd wrtiplly, the conseQuenca may rewlt in a colNpse o�the structure,whlch at b.aced ro D�avent Isteral movement,�nd prallel to wcA otf� INTRODUCTION best is a wbstan[ial lots ol nme and materials,and wMch at worst could at Ma de�gn spac�rg. rey�lt in a loss ol life. 3. Truss members are D��ed at pints for M2rmi�vtio�of�xi�l In racoqniGon o1 tAe �nhnent sahty of a properly Waced roof The Truss �late Institute "Design Speafiotlons br Ligh[Metal lorcesonly. tyrtem,tM aDV+rmt lack of knowledqe ol how,when,aM where to Plate Connected Wood Trussrs"arc recommmAed for the des�gn of 4. Therc rs conunuiry of cMrA memWrs�t pints for d�nrminF inMll�dpurit bnting,arM in tfx interes[ot public safety,the Truss mdrvidual wood trones as structural Components only. hon oi moment s�reues. Gl�te Inqitute,Inc.,in co�sulUtion wi[h its Component Manufatturers Cou�til memberShlO.Ms undaUkm Ihe O�eparaUon o�t�ese remm� Laroral braang,as may be required by Cevgn to reduce Duckling 5. Comprealon members are 4teqlly rettoioed st fpecilic IocF rtNrdriions. lenqth of mdmdual truss members,rs a Dart o1 the wood iruss daign tions or mrorvals. and is the only bracing t�at will �e spec��ied o� the truss design Subsueual concentnted study and deliber�tive review by the TPI d.awings. Lateral braang is ro be wppfied in the siae speufied and 6. Supaimpofed dead or Fve bads xt vMiully,wind Iwd�ar� T�chnital Advlsory Committee(tompris��q a membership of[Ae chitl mstalled at the lotauon specd¢d on the truss des�g�drawings by the ap0��d normN to[he D��of tM tOp CAad,�nd Conc�nt�tM strucWql engmeers of inember plate manuhcWnng compan�es,reprr builda or erectlon tontractor.The Gwlding dmgner or inspecbr musi bads are�OVGed at a point. »nWivss of Ihe andem�c [ommunity, and mdependenl mmulUrg ascer[am thal the sDK��lateral Dracmg is properly mstalled a�d that u�qineers)hava Wen devotad to this eHort Conwltauon wrth the TPI thu Eracing rs suH�uently anchored or restra�ned by diagonal b.aung ro 7. In addnion to tha laaral bncinq�pecified by tM nun dsiqw, Compon�nt M�nufaaurcrs Council has resulted m brin9ing practiol prevent�ts movement. the building designer will ipecify suHiciwrt Waeinq at rpM lield Mndlinq ard erection problems�mto a sharper focu:.Indusion ol angles to the plane of the vuu to hoW avwy trup rrwmEw ie Me tenutive nmmmmAitions tor oo-site handling aM erettion Speual design.eqwremmts,such as wmd bracing,portal bracing, tAe position�swmsd tor it in de�ign. procadures is ona dirett rewit ol the conwltabo�n. It is planned to ursmic bncing,diaphragms,shear walls,or other load transfer dements 8. The building daigner (not the trus A�fqnw) will Rudy furihlr�nd enWrge upo�[hese Ienbtiv!reCommerda�ions. and tAe�r connecvons to the wood trusses muzt be considered � ��h teparately by t�e bwlding desiqner. He s�all determine size,lowtlon, wHluent braang and connattions to withriard 4lwal bWiq WhiM tA' r�comm�nAat�or. to• �ncing mnbined he.e+� an anE m�tnoA ot connxtiorn �o.dugo�al brac��g as noeded to.esnt o�the eMin svucwre. uchniplty tounA,rt is not mtendad that they be cons�dered the onty these torces. Diagonal or cross bracmg is recommended in the plane The theory of b�acmg is to apply wtfiCiMt wpport at riqht�nyNt mathod tor Wacin9 a roof system.Neither shouW these recommenda� formad by the top chords,in the plane lo�med by tAe bottom chords �o t�e plane oi the Vuss to hold every trua member in the position [ions W ioterOreted as supenor ro or a sUndard tlw[would necasanly and prrpendicular to Ihe Iruss web mem�ers,n needed lor the overall assumed for II in dalgn.Thrs Iheory must ba sppliM at thrw fbpM. W pnferrW m lieu ol�n arcninct's or engineer's design for MaNng for stab�llty of the enure structure. Truss bracmg arW connectron detads a yrticu4r roof system. should be shown on Ihe building designer's frammg plan as part of tAe STAGE ONE: Dunrg BuAding Dnign�nd T�ua D�fiqn mdnidwl tri.s design drawingy.Bracinq mater�als are not uwally furnished as part of inembers sre checked lor buckli Thafe recommmdatio�s lor bracing wood trusses wiginate hom the the wood vuss package, and shoul0 be Orovided by the bwlder or ^9.+^4 4teral bncirq if fp¢ifi�d.r collectiH ex nence o�leadm tec�mcsl sonnN m tne wood truss aection contractor. repuved for exh truu member.The buildinq deaiqner mutt 1p�ify Pe 9 Dr now thls lannl bncirg is ro be�neM1ored w rmtninW to prn�nt iadurtry,but must,due to the nature uf responsibilities Vnwlved,be latenl movemmt sAould all truu members,so W�ad,Md to d#M pefented only as s yude tor the uu ot a pualifled Duilding designer. The builder o�erxGon contracto.is respon�ible tor wopn wood together as shown in Figure 11bL Thn m�y ba aecomplishM Dy: builder,or enction contractor.Tnus,the Truss Plate Insufute e.pressly t�us handling�nd ta Dropn tempwary br�cing. He muft mure that d�uldms any responeibiGty�or damaqes ansing from the use,applira� [he woOd trufses are not rtrutturalty d�maped dunng erection and th�t �. q�chwage to tolid end walls(Fiqure 11c11. liOn,or rellance oo[he retommenAaUons and mformanon conu�oed [hey are mainbined in alignment before,during,and alter insnllnion. hw�in by building designers or by erecGo�contractas. Tempoqry or erection DrKing may follow, but no[ nxesHrily be 4. Diagorul braong in Me plane of web mem0�n(Fiqun l(d11. limited�o,the building designer'f ham�ng plan. It if rxommended[�st 3. Other me,ns as determined by the buildinq dqiyrw. erectio�brscing be aDPlled p e�ch trufs i�placed in position. 2 � 9�..�n,ny Wn��nuou�i�twai MO�E i y.��1 W I �c�M'.�•wu�,.0 Lacn��wti bsw Iw In�trv� Iw.i o�r��GnN AM�ap�IDv Uu��E�y 0.rstlY�n I�rw m��II rew�ol t-��y.1rw�lel ra�I�I Gn�yn nl�n�o ia:a.ro I�M.�w�Oary�a�V�T Mwrm1.�N bs�rq.�M.epv D�Mni�ry .wD Wckl�ry Con��nuou�I��er4 bK��W O�po�M bc�ry - j Comcre��o�...D Fi�un 11�1 G.��rq Snr�� q Fiyun 11�) [ i b�o.^�^FM Fip�n 21�) .. � � � , -- _�.., , '?b 1 1 w�.i��a � c,o„�a a.�. r�.n n�r ro r...x rsr 11 1 >�a.«�c�ww M wiuw I I I� i 1 w�.��c.�o�...e-,ioo„y u� . � F-Co„,� d,�.,,y e i II 11 �� m�� ¢��a Co�i��o��in�io�kr ��w�� W�hlww��r li 11 ll �...ep...e....� .<r 11 I 11 �n�w....� • 1 � I I / i ..s c,W, // o..ao�.�ax.�.,i.a�o I/ , . ...00,«<�� I/ .. oeno.ie.eroi ' . �.�a mwia l/ I,�•qe,�we.�wo,o.�m,iNr rl/ l0 i«��n�e,.�� 1 Ce�i.,q �� I e..,��o�o,�.�w. Fiyur�lld) � E�aa/ow��dlwAwNw - Firn tlbl Fiyur�21b) STAGE TWO: During Truss Erection the bwlder or ercctlon tontracror It rs recommendeG Mat d�agonal braang(mm�mum 2-�nch thick must take adeVuate precauUons to assure�hat the wood Iruzses are not bratin9 sys[em depends to a gre�t eM[ent on how wdl th�firft trw it nominal lumber)be mstalltd al aOVroximately a 45deqree angle ro Ne structurally damaged.Proper nqgmg,mcludmg ihe use of sDieade�Da�s braced. 4[e�al b�ace.Ougooal Dracmg should be atUched to tIK opposne s�de and multlple pick-up pomts,where reQu�red, iz neceswry [o prevent . of the same member requuing lateral braong. damage dunng hand6ng,tenuuve retommenda�ions are presented in O�e saUsfat[ory met�od it for the fir�t[rua fo0 chord to W bK�d roe Append�.hereto to a stake d.iven mto the grouM�M securely aaAored.The yound Th1s bncmg may be continuous or mtermrttent at �he build�ng Drace itxll snoulG be wOPo�t�d as�hown in FVqwe I a it i�ipt to designa's opUon;however,it is rocommended that mtermittent spatin9 It u most �mportant to b�att t�e hnt vuss at ihe e�C of the buckle.Additional ground bracef,in[he opposite d�ec[ion,iMiM tM nOt exceed 20�cet,or iwice the�or�:ontal run o1 the diagonal D�acing. builGing securely. All other trusies are t�ed to the firit truss,thus the building are also recommendeC. � S 6 The yrourW brxes should De located d�rectly in line with all rows of recommended ihat continuous lateral brac�ng De installed w�th�n 6 e.K � �eaaow• to0��d co�bnuous Wteral Draung.ONerw�se,the top chord of Ne ��hes o�the ndge Ime or center line and a�appro:�mately 8�eet Io 10 �° "i0i°""" IiM[rua ca�bend zideways and allow the trusses to shdt.Thls sAift, ��^rcrvals between ihe ridge Ime of slopM Iruues or center line o� � Ipvmer slight, puts a tremendous stram o� all connecUons of the Nat [ruaes and Ne eaves. For dou6le member Vusses this spaung 5°�°e"'"iN; roo no.e { bxinq system,i.e.,[he weig�t o�the truaes would then be added to ��`�'een laterals may be mcreased to 12 fee[to 14 feet. Diagonals, .�,� TYOa'M�un�M upb�wtlbsv�ww � My wind lorce a construttion load such as bundles of plVwood or rool located between the lateral bracing and set at approximately AS dcgree � ' •�""�°"O""�. ` f�inqles tendirg to t�p[he trusses ova. angles,�orm the tria�gies required for stab�lity in the Olane of Ihe top - �w.erw�r. - c�ord. NOTE� Long spans or�eavy loads may require clour spadng •�swo...wrr All nailing ol braung fhould be done w that d the vusses should betwxn lateral bracmg anA closer intervals between diagonals. �� tend to Duckle or t�p, ine nails will �t loeded Iaterally, Tot i� �� w��iwa� F�gure 31a) iilustrates temporary braung�n�he plane of the top '-�� chord for gable trusus. It i�not repommmded to nail soDs to the end of the bwlding to . �y� � bxe IAe first truss.Thme scabs un break oH or pull out,thus allowing ��P�mble,the con�,nuous lattral braung for the�op chord should �; be placed on tne underside ol the top chord so that it w�ll not have to �� /� a toUl collapfe. be removeG as Ihe I � - p ywood decking s applieC.The Irusses are then held As I�usset are set in plat4 tAe Dwlder or erectw�contnctor must K��rely even during the decking process- � �� apply sufficient lanporary Drxmg to holE Ne vusxs plumb, in i sliqnmsnl and in a sale cooditron untJ the Dermanmt bracmg,decking, h rs equally imponant for the bwlGer or erection contracto� [o � �nsiall Gracing in tne plane ol the top chord lor Ilat roo�or floo� and/or sheathing un be installed.Temporary bnung should be not less �rusus.T�e uce o�a similar brann atrern n recommerWed�or all flat � �. Ihan 2x4 dimension lumpp and shou�d be as long as practifvl for ��usses. 7articular attent�on is d�recPted to D�acin at tl+e entl of Ilat Fi �\\ frntlliry.The u�e ol shwt spacer piecn of lumbr between ad�acmt 9 pun 31b) t�usas If not recommanded,unlas used temponrily in preparation(or �russes as shown In Figure 31b1 immWirte installauon o�lorger co�Unuous braung IB��eet mmimum msulled at the fame louLone specifiad on Ihe archidctur�l pqn fof �� krqthl.Temporary bracing IumDer should be naile[1 with two double 2. WW Mambar Vlana. It n also necessary ro insta�l temporarv permanent brac�n a�d ma become g, y psrt of[he parmaoeat brKiny.h Maded l6d nails at every intersection wrth the braced memDer. braung m the piane o� the web members. This bracmg is usually is recommendcd [nat disgorul braung be added tl qch w�p mMn6w reduu�ng mntmuous latenl brsang. II none is fp�clfi�d, it it Prtassembly of groups of trusses,on the grourW,into structurally recommended inat n be olaceA at rro grsat�r th�n 16 Iwt iat�rv�b Wipd units which sre Ihen Idted mto pWte as assembhes rs an ••"'q'•'^'"0e„°••"��1.^�n�^��•^•.,� along the truss length for roof trusxs arM 8 leet int�rvaM fpr Ilop •ccsDbbl��Iterna[e to the ono-atrlime method. �-/—�o•ao„en m...,e..,,,,,,u,Mn,n.��«.� irussm. o/ loc��M�v��n�n 6�ncn��o��Aqe i��< ��F C�. Eiuct fpating between trusm shouid be mainbmed as Gr�ong�s e��,d / a�^ It �s not qenenlly necesyary for diagoMl bxrtq to�un Wntinu- intnlled to avoid the husrdout pracbce o�remoa�9 braang ro ad�ust � �' ously for�he lull length of Ihe Dwldirg bu[rt it reoomm�nCW tivt the fpacmy as sneatMng Is aDVGed. Th�s act ol"adiusLnq spaung"can � ,/,. ��,°„a,��,�„�� spaung between uts of diaqonal Draunq not e:cNd 70 fett,a twia �nuse trusses to top0le d a key wnnecbon n�emoved at tf+e wrong � / / the hor�zomal run ol t�e diagooal bracinq.Rowf of 1K6 stror�qbKki � [ime. may also be used to D.ace floor trunes wMre d�ponal b�cinp if impractical.Fqure<la)dlusvans diaqonal braciny m tM p1aM ol tM� Trus bnung mur be aDD��d ro tnree planes of reference in the web memberz: Figure 4�D) illustotes tAe I�tval mpwm�nt tMt m�y} ropl syttem to insure sUDd�ty�. 1.Top chord(shwth�ng)plane,2.weD �-�6°°0�°1 occm if lateral bracing n ufed wrthout tliagonal bncinq. m�mDer Dl�ne or vertiul pbne perpendicu4r ro trusses,and 3.bottom NprE .a ' chwd(dihnq)PV^e. `o a w „,u �oo-o.,m«�s �e,X� 3. Bottom CApd Pbro. In ord�r m hoW � propw tp�tinp on tM �..��"��, wi.,«,ia.�;Ao..� Dottom chord.temporary bracing it recommmdW�n tM pl�r»ol th� 1. Top CAord V4n�. Most imporunt m ehe budder or necno� , ,,,,,,,o,,,,,,, ��TO°`"°'°�` Dottom chord.Cont�nuous Ineral Dncmq at no prwnr than E Mt to mn[nctor if Dracirg in the plane o}the top c�o�d.Truu top c�ords ue ' �T•oK�^�"�^0 10 fee[on centers along the truss I�ngtA u�eepmmeMM fyli NrqtA pf wcptibN to luenl buckhng pefore tAey are b�aad or sheathed.It n F'Wn 31+) �ne bwld�ng,nailed to t�e ro0 a+Me Dottom cAord.Diaporwl Eneirp 7 � � n T Z �pC .�.C p � ��O _ T H+�T ��p+g p p'� T �� _D j 1 o�'S..' :n-' o�. aaio 3 R�^� ,��0'3'��3� : Y i '� D _ � �u'A 3 p n o o� w �� `o� ";� - �a o�'.YO o� ?�a_ � � y ? �� m�Soa�o'< � ' ,_ _ $$ _< 3 "R� 3 i" �nid bj 'h n rd3 _no'! - `-_l n o - - — �:� ��a 3 = q�n e v ° °9 ��w..: I �° � d=� ��'in �« �'a� ;6 �c° �° U=„ �M'RS'- � -_ a� u8 � �Zoa oq _.,3.� �¢ < v�a _v�3o4$a --=�t � oe _� o?i� n� idnd 2tn ° n�fQ n�.'a�3`_ov � ,^d� -o�' �s 3 'n ^�^z o� ��d � �� c�X o�?�no3o _--= / a �. ,�e�o 0 3'" ^�'°'"a"'°Y � , f� • �' �� 3 Y$ u � �� '�� z� o - `S �n_� �o'iB�i � i /� �� - 2<'' ' n n �o 0 3�aQ _ gL�'8!;c o -_,__I '/ iR . 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' - p - �3 f ° �° . r ^�n C 'n� x ,� �? - _ _ �� n'" � ` t / iS i�' a 3 'r i � n Y ? ��-'a c n�� K e$np S�v« a i y c'S _ I _ �O n OS' ' � A O j n A p O O n -J d A n O� _. ;tt � � � � s�w ` o a �� oo - 3 ��a s o� �xg 2��$' ' �3 � � ..- «n'a � � c' 'a o a 3<�s�a c' f � �R S �� o �� R o a?�o '0~3,°�'��$ " 'n ��og�� ' 3 E w�<' "o .^R� 3 ^ $ ` - - �� ;Y� T� � ;" �� s" ,� �ga�8 �E�- �� 2 � Y_ � a��,.o�. � =s on�3o3 �� =<� az; o� , -s' s $ a� � :s; �3 = � o� ��;��s � ao:;� � �. - � Q;-� } Q:-�z � �i D a o Y �� o $� aai� i�� K o �• �� " �" '7f ItQ�� C�c°AWR v ICa,°=�R9� �'a : 3�°�� !S �8 � $ _nMB� 'F � 3 F8 g��n� �3 - $.. 03 �u7o '�� o '3� � 3e� g7 ^ p3 0'^:� ' i � � -<�A=n Z � ' � - - ^° �R o o � '��C� �� i r �'4�; 4 �A�o �� < � E TIME CITY OF ORONO CALLED IN �� . r��Qm INSPECTION NO I E SCHEDULED / , � � PERMIT NO. 1��' COMPLETED � "3(— � /L=`� ADDRESS S Cl� � / -�. ,�'- OWNER CONTR. TELEPHONE NO. ❑ FOOTING ❑ PLUMBING RI ❑ SITE INSPECTION ❑ FRAMING ❑ PLUMBING FINA� ❑ EXCAV./GRADING/FILLING � �INSUTATION ❑ MECHANICAI ❑ LAKESHORE/WETLANDS � ❑ WALL BD. ❑ WATER HOOKUP ❑ LICENSING W ❑ FINAL ❑ METER SET/TURN ON ❑ COMPLAINT � ❑ PROGRESS � SEWER HOOKUP O FOLLOWUP y ❑ DEMOL. ❑ SEPTIC INSTALL. O SEPTIC FINAL Q ❑ FIRE PREV. O SEPTIC MAINT. O FIREPLACE/WOOD BURNER � ❑ WELL TEST PUMP ❑ Q COMMENTS: 2 � J Q _ /U6 J /�� Q � �� W a � J O >. � O � W � Q � Z W � W � j a W � WORK SATISFACTORY:PROCEED O PHOTO TAKEN ❑ CORFECT WORK 8 PROCEED C� ^u CORRECT WORK,CALL FOR REINSPECTION BEFORE COVERING � CORRECT UNSAFE CONDITION WITH�N HOURS.INSPECTOR WILL RETURN. � STOP ORDER POSTED.CALLINSPECTOR. O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Contr. on site I nspector �� 473-7357 White/Inspector's File Canary/Site Notice I � - D�jE� ��dQ/y�-_ CITY OF ORONO CALLED IN INSPECTION NOTI E SCHEDULED � "'a `g , 4�0'� PERMIT NO. � COMPLETED �� ' � •�-ry �� ADDRESS � � /� Qn OWNER �� CONTR.. TELEPHONE NO. ��,-�a-s� y-� i 3 � Go.�s �. ❑, FOOTING ❑ PLUMBING RI ❑ SITE INSPECTION FRAMING ❑ PLUMBING FINAL ❑ EXCAV./GRADING/FI�LING � INSULATION ❑ MECHANICAL ❑ LAKESHORE/WETLANDS � ❑ WALI BO. ❑ WATER HOOKUP ❑ LICENSING W ❑ FINAL ❑ METER SET/TURN ON O COMPLAINT � ❑ PROGRESS ❑ SEWER HOOKUP ❑ FOLLOWUP � ❑ DEMOL. ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL Q ❑ FIRE PREV. O SEPTIC MAINT. D FIREPLACE/WOOD BURNER � ❑ WELL TEST PUMP D i COMMENTS: � ,, '-�_'_ -- Q w � _ • r ��tt.>rz, � �i..y:� �;,3 c:�^r� r-� {�2 J c; ' J Q Z � �,�` 1� '�Z� ��LL-cV C�_.-c.�, � W a � J O >- � O � W � Q � Z W � W � j a W 2 W� �ORK SATISFACTORY:PROCEED ❑ PHOTOTAKEN Q /CI CORRECT WORK 8 PROCEED �Y � CORRECT WORK.CALL FOR REINSPECTION BEFORE COVERING � CORRECT UNSAFE CONDITION WITHIN HOURS.INSPECTOR WILI RETURN. ❑ STOP ORDER POSTED.CALLINSPECTOR. ❑ INSPECTION REQUIRED.CALL TO ARFiANGE ACCESS. cali for the next inspection 24 hours in advance. Owner/Contr. on sit . I nspector 413�13rj7 White/Inspector's File Canary/Site Notice � E TIME CITY OF ORONO CALLED IN -�� INSPECTION N TI SCHEDULED 1 '�-i _. PERMIT NO. COMPLETED —�� ADDRESS � OWNER CONTR. TELEPHONE NO. `' ❑ FOOTING ❑ PLUMBING RI O SITE INSPECTION ❑ FRAMING ❑ PLUMBING FINAL O EXCAV./GRADING/FIL�ING � INSULATION ❑ MECHANICAI O LAKESHORE/WETLANDS � �WALL BD. O WATER HOOKUP O LICENSING � FINAL O METER SET/TURN ON 0 COMPLAINT Q O PROGRESS O SEWER HOOKUP O FOLLOW-UP y 0 DEMOL. ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL Q ❑ FIRE PREV. O SEPTIC MAINT. O FIREPLACEM�OOD BURNER � O WELL TEST PUMP O i COMMENTS: � t �Ei.��,(.,�_-�'C�dR�� ` A�► _ -�' ; ��wE- J Z 0 y � W C � � � � O � W � Q � 2 W � W � � O W � W O WORK SATISFACTORY:PROCEED O PHOTO TAKEN Q � CORRECT WORK&PROCEED U ❑ CORRECT WORK CALL FOR REINSPECTION BEFORE COVERING ❑ CORRECT UNSAFE CONDITION WITHIN HOURS.INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED.CALL INSPECTOR. ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Con �ns or 473-7357 White/Inspector's Fila Gnary/Site Notice DA E TIME CITY OF ORONO �� ' CALLED IN � INSPECTION NOTICE SCHEDULED � ��`� �. PERMIT NO. �`�`�y COMPLETED �'� —��1 �� ADDRESS / � C�" OWNER cr CONTR. TELEPHONE NO. 5`�cl �C� � S J ❑ FOOTING ❑ PLUMBING RI ❑ SITE INSPECTION O FqAMING ❑ PLUMBING FINAL ❑ EXCAV./GRADING/fILLING � �' NSULATION ❑ MECHANICAL O LAKESHORE/WETLANDS � ❑ WALL BD. O WATER HOOKUP ❑ LICENSING 111 ❑ FINAL O METER SET/TURN ON ❑ COMPLAINT � ❑ PROuRESS ❑ SEWEFi HOOKUP O FOILOW-UP y ❑ DEMOL. ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL Q � FIRE PREV. ❑ SEPTIC MAINT. ❑ FIREPLACE/WOOD BURNER � � WELL TEST PUMP O Q COMMENTS: � � J Q ? —� f►'ltS u� �.�E:'C� � l ti� J Z p U �� „�v �, (L� � �,��;� � W � � J O a � O k W � Q � Z W � W � � d W � ��WORK SATISFACTORY:PROCEEO ❑ PHOTO TAKEN CORRECT WORK&PROCEED ❑ CORRECT WORK CALL FOR REINSPECTION BEFORE COVERING � CORRECT UNSAFE CONDITION WITHIN HOURS.INSPECTOR WI�L RETURN. ❑ STOP ORDER POSTED.CALL INSPECTOR. ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. cali for the next inspection 24 hours in advance. Owner/Contr. on site ��J inspector T � 473-7357 White/Inspector's File Canary/Site Notice � DATE �. TIME CITY OF ORONO CALLED IN t �r O`/� / INSPECTION NOTICE SCHEDULED ��---Z_� � � /?c PERMIT NO. 1�-f'I-� COMPLETED �"�- c1= �``� ADDRESS �-/)� /�'� • OWN ER CONTR. TELEPHONE NO. :`��C�-1�� ) O FOOTING ❑ PLUMBING RI ❑ SITE INSPECTION ❑ FRAMING O PLUMBING FINAL ❑ EXCAV./GRADING/FILLING � O INSUlAT101�,� O MECHANICAL ❑ LAKESHORE/WET�ANDS � �WALL BD. �G2,_ ❑ WATER HOOKUP ❑ LICENSING W FINAL ❑ METER SET/TURN ON ❑ COMPLAINT � O PROGRESS ❑ SEWER HOOKUP ❑ FOLLOW-UP y ❑ DEMOL. ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL Q ❑ FIRE PREV. O SEPTIC MAINT. ❑ FIREPLACE/WOOD BURNER � ❑ WELL TEST PUMP ❑ Q COMMENTS: � J Q 2 �7�/��j� �� J O ,^ _.._i, y ,v /� �-c� v�-n,k' � W a � J O a � O k W � Q � 2 W � W � � d W � W r Q K SATISFACTORY:PROCEED O PHOTO TAKEN CORRECT WORK 8 PROCEED l ❑ CORRECT WORK CALL FOR REINSPECTION BEFORE COVERING ❑ CORRECT UNSAFE CONDITION WITHIN HOURS.INSPECTOR WIL�RETURN. ❑ STOP ORDER POSTED.CALL INSPECTOR. G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Contr.,on site, I nspector�� l�/""�^^�' 473-7357 White/Inspector's File Canary/Site Notice I.-�� S � �� . ��o �tc�-� �►�L�J� , � ;,,-,��-� DATE ,, TIME CALLED IN �-�Y� � CITY OF ORONO � j � _�� INSPECTION NOTICE jy�/� SCHEDULED ' � ��.� �=�_ / COMP�ETED � "' �� PERMIT NO. � / � �-� J r2 L�'� t I� � ADDRESS 1 / OWNER �-� �''`�'� CONTR. -��' �i ��S ) TELEPHONE NO. C PLUMBING RI C FIRE PREV. � -- C FOOTING C FIRE SUPRESSION SYS. - � ❑ FRAMING '�PLUMBING FINAL I G EXCAVIGRADINGIFILLING � � � INSULATION ❑ MECHANICAL RI y �KESHORFJWETLANDS � j� � " WALL BD. G MECHANICAL FINAL 0 v � FIREPLACEIWOOD BURNER C TREE REMOVAL r Z '�FINAL C KENNELLICENSE v Q ❑ DEMO-SITE C WATER HOOK•UP C METER SET(fURN ON C SITE INSPECTION (�, � C DEMO-FINAL p pROGRESS ` � C SEWERHOOK-UP �� W C SEPTIC MAINT. C COMPLAINT = C SEPTIC INSTALL. C FOLLOWUP J C SEPTIC FINAL �^ Z ❑ SITE WELL � � r WELLTESTPU,(v�P y �� ,,� � : O i�CGi'ST -'�'� -fL`±� � � COMMENTS: �--�� . � n,t,o r.:J -�� ("':. �— �� `t�v�� c�. n ..- �, � ^ --1'{�c�K cn� �' n c a,�w .�t ��rci7�I�C ��f''�-� — � � ' Q,Q�v� �,'Tr"Yl�� •-Y'XL / � -r�oTT�'[i S � -�� ^.5�,'�f'L. �iLE.:.Z�.t�� 1-I c. � �-� C � .' � ^ r , ��SFt!>>r-� -�-�"""' �1„cy.P,.(� r� : �>�1 � Q _��T�-,1�+u5� � N � r � � � ,,,,�� , �S s�r- ' 2 I � � �'r��5v �= '� W � �� . � z�a� � tr�/�'' � (L 't3m K is.�'-Z� �^�'�X'- � � , s c,v��a�^s� ,a-.�D �3�,=c_ l C7 ��-�>J�_ t'��+�`f�L�fTb��' ❑ PHOTOTAKE - � G WORK SATISFACTORY:PROCEED ❑CITATION ISSUED _ ; WQ ❑CORRECT WORK&PROCEED ❑ �SSUE CERTIFICATE OF OCCUPANCY = : s;;:,.--;: p G CORRECT WORK,CALL FOR REINSPECTION TEMPORARY U BEFORECOVERING G CORRECT UNSAFE CONDITION WITHIN HOURS. PERMANENT ' INSPECTOR WILL RETURN ❑STOP ORDEF POSTED.CALL INSPECTOR C INSPECTION REDUIRED.CALLTO ARRANGE ACCESS. —�I►v t`�'c� s?v GL� ._ Call for the next inspection 24 hours in advance.473-7357 OwnedContractor or site: 6 �� Inspector. ''v== White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE �� y� SCHEDULED �' --�� PERMIT NO. OMPLET _�� 1_ �Ot� ADDRESS �7, �-+'+��'� �� OWNER CONTR. TELEPHONE NO. �`. ❑ FOOTING ❑MECHANICAL RI 0 SITE WELL ~ � FRAMING ❑ MECHANICAL FINAL O WELLTEST PUMP � Q �INSULATION ❑ FIREPLACEIWOOD BURNER ❑ EXCAV/GRADING/FILLING y �WALI BD. O WATER HOOK-UP ❑ LAKESHOREIWETLANDS e �FINAL O MEfER SETITURN ON ❑TREE REMOVAL � ❑DEMO—SITE ❑SEWER HOOK-UP ❑SITE INSPECTION � ❑DEMO—FINAL ❑SEPTIC MAINT. ❑ PROGRESS v W C PLUMBING RI ❑SEPTIC INSTALL. ❑COMPLAINT _ �PLUMBING FINAL ❑SEPTIC FINAL ❑ FOLLOW-UP J Z COMMENTS: � r- e.OP"r ��9✓!.S MPi � � D I� � �SSu"� e� l�� J O a � O � W � Q � Z W � W OC ' � d �WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN W � ❑CORRECT WORK 8 PROCEED ❑CITATION ISSUED W O ❑CORRECT WORK,CALL FOR REINSPECTION ❑ PROJECT COMPLETE � BEFORE COVERING ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. TEMPORARY INSPECTOR WILL REfURN �pERMANENT ❑STOP ORDER POSTED.CALL INSPECtOR �� INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContractor on site: Inspector. White Copyllnspector's Flle Canary CopylSite Notice � DATE TIME CITY OF ORONO CALIED IN a " '"�•3� m INSPECTION NOTICE SCHEDULED 3 � 3_<��.41 PERMIT NO. C�MPIETED � ADDRESS � �� OWNER �' Qa, CONTR. TELEPHONE NO. ❑ FOOTING O PIUMBiNG RI O SITE INSPECTION O FfiAMING ❑ PLUMBING FINAL � EXCAV./GRADING/FILLINCa � ❑ INSULATION ❑ MECHANICAL ❑ LAKESHORE/WETLANDS � � WALL BO. ❑ WATER HOOKUP O LICENSING LU �FINAL O METER SET/TURN ON ❑ COMPU4INT � PROGRESS ❑ SEWER HOOKUP D FOLLOWUP y ❑ DEMOL ❑ SEPTIC INSTALL O SEPTIC FINAL Q O FIRE PREV. O SEPTIC MAINT. � FIREPLACE/WOOD BURNER � O WELL TEST PUMP O i COMMENTS: � J W _ J Z 0 y � W a � � O � � O � � , Q � Z W � W � � , � d W � W O WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN p ❑ CORRECT WORK 8 PROCEED C1 ❑ CORRECT WORK,CALL FOR REINSPECTION BEFORE COVERING � CORRECT UNSAFE CONDITION WITHIN HOURS.INSPECTOR WILL RETURN. O STOP OROER POSTED.CALL INSPECTOR. � INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. ,. i call fo�the ne inspec ion 24 hours in advance. Owner/Contr. nspector 473'7357 /Inspect ' File Canary/Site Notice i _, � � : _ __ . . . _ . -�... :_ �� . � � � �� Certificate of Survey for \� E iden Construction � , of Lot 2 , Block 2 , BAYSIDE LANDING I �� Hennepin County , Minnesota �\ _ � ��\ o � � . a I � z � Q � � ��, � ' --�j ra;na9e \Q., ,s . . \� e4semenl�-��\� � _i. r-____......,. _,.. ._ __.__._. _____ __ __ r _, _.., io'� � 1 \ \ �- �� // �� ' ��M P.,�,� � � \ /� p '� � ��S�, ryt a�}` � I � - __ ._L__.� t i�€ �, i"`i..l'�� ---... �A �':<. . .. � _. , i , � � � ` t ,., ,t �� \ �5�, � ' � t�� M� � � �.,+ W . _. 1 \ �i i '� �t�j f (�._ i � \ ./ 1 �.�,1.� , �{ I �a �[ � � ` � 6�'' ' DATE ` • � � � x��.�� .. ! � �r�,��►c�r� s7� S �S��N �- � � � �� ►�ow�. �-P �,�,� I g��,�,,.a/N l�I $\\ ��d�L�� \ . � ;. ��_ t. ��' ''� �� _, „ . , }__ �� . � � — _.._ — w NI � � � � � o � M � -•� , � � �•. � � �=--- �� Ir� � ��oin �. �' I 1 . , � a e �u�,li�� , 1•� � ��`" ,��-°� � t � _. -- _ ,� � eos rnents �, � — �� '� � � � �� I , I � � , � � ,� �� , � ...�.�� : i � �� < < I N � �� Z + �.... _...__ _._, t . w �, �-- -.� ��''` r � � � � � .� e �a i --.�---�..._..,. r----�^)Y�� -- � , ;-� • � 'x -----�--�,, ( I � � � w7,�' I '��' � . � � ' � ,�,y��.�c�..�� ,,�e � I I � tJ�'/" /� �''#� `�� ' �y�� J \ N,�- � I �!' � � I ,� V �� `-y(� � � N � I Q�'��'' � �' � y (�� J5e y .� � ` I �+ �' 4� f w�� " � � I , + T� � �G� � 'r �;33 � �� yy1 -.'I.Q.....__.._.jJl'*. � r i � ' y p5e' `` ¢ti _ ..................._....... .. I r � ,'�.�.+� ' 0 ` � ' --- --� .9 ;,.�i r P � P;.. ... ..........8zt - . .1� • \ � I �,.. 1 `'q `�?�'�5y ;q'• qS. ` I ;�• lV ;r N o I p_:9P I I� �. � � �� . °° ►o�I �� oZi�� 5 I � �----- .-- _, j� �:�.•`JQ9�. ` �N B °35 4/"h/ - � ;� I ZSi.eS' � ...- tI / . � � a-�N � `��"'z.-i�- �.��'' -c b °�`'� Q I�il'�'� S�-F�� ,, o . G� � J I hereby certify that this is a true and correct repres- � entation of a survey of the boundaries of Lot 2 , Block 2 , QAYSIDE LANDINC , and of the proposed location of a proposed building . It does not purport to show any other improvements or encroachments . COFFIN & GRONBERG, INC . _ �_._ _._. ��,� �1}.��y Scale : 1 inch = 50 feet Mark S . Gronberg MN . Lic . No . 12755 Date ; November 2 , 1988 Engineers;i Land Surve ors P o . Iron marker Long Lake , Minnesota Y ' lanners � ,' _�_ '; , � �_----- � � _ � . " � __ =- ,, , � .�--- , . # `' _, . ; . , : ,. , . _; _. -- - ;- , . .,, .�. . , __._---.�_,.,..... .