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1996-008513 - new residence
� PERMIT � CITY OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 �:�.���1��1.���� Permit Number: Crystal Bay, Minnesota 55323 Date Issued: ��'"'='���' (612) 473-7357 �- �.' ���' � - - SITE ADDRESS: � i1i �;:i_._:i ; � - ':;i: DESCRIPTION: -:�,,; . ._..= ����:��±� =. , ... . . , . ..., , .:_ .-.�.. . � , �.-, .. _. ._,_t �;:�„ , .�._,:.�_ _ � ��=�:� �•_�;_ . :-,: �s�._f ,�x,__�,� ,. _ , ,.::., �;;.,..-.;. i�:��,�-., ��,_i s, �v-. ;_:,�. .;,�_..:.,� .. _. : ��. . ��L:..�_, _..t..�:r.:�: . ;��: �_�E_r�}��Li„�., ;:°—= .�i i i t�:'�.:�E:E;1:.l,i�;i i; � �C�'=�=. �,f f'�' __°';i�.i�°,-.� ^:��;—�,�; , . - -. •; :,_ - - . . ' _., L.,".:-� ...'�. !' � . . . , . t...': ,. " REMARKS: _ ' i..5: - �-Ft+ie'T ( j,,.�E,i ji i u.,f�S E�-�~i+.i j�a i.�� 1 �j�' <�i�'v'�. r�. "'f _�}-�����T�j.' ' i��_ �41'!.-- . ..��� . .� _ �. __. { ' � � f�..�.. iv �_ ' '..e�.1 � ' • ��e < :f....'.q�- .. -�L.� . ..� , t'��t�{'.. b�Y.� � tt'_���.�� ��'_x .. ._ -.... _..�'._._ . .._. . .. . . . _ . -. ; � �i i� { �'>_i:: ". _.. .-..�ii�i t �'•i � _.�L?`. �, "S.e' "t';i 'i ! �''3 i�I t.. � �i7�l7 L.i� _ " .e �.� z. ` �:s-a.;I,t(y:a s . . �_�;u;��`.� t �.. .�.f:.!#� a _. ...!� ��r��....i.. . _� 3 T"i 3 �., . }•�. .v) ��__..... . t?�, . . . ... . . . .. . . _. _ . . . , . . F���-E. i � � �: FEE SUMMARY: '--i_i�;��i��i�� �:;:v?, E=,:.=�i I� ,... ._.e.... . ..... . . . !_E__. . s.� �'��'>_'.i�i�t . ._ . _._"U't . _.-j .v_�. . 7' F _;a_t'f'�_;':,.�t•}'.:-��-_r __._.._.._..»__.�.�r`Y�'�.._..... '1 3:t�',.={� ��=+N �.._, . '=t'1�,� ,`I+`,; CONTRACTOR: - - OWNER: — f�;��c� i i r:,�;3�,_ -- -; 1 . _...:t: 6 €:_•"Cy " f `'•;i' '� -:(S."-j sl.Jt! �,::5-; ��-�Y,����; : y� ::r,,, ."'*"i,-S.:-':'�?`y.'i �_�i...��_ila' {..�_��'r•_� F F:{i;_:�'��_''.Jl, T� ._ i-�`._ _ .__`.i - - - - . . __ ..__ . _ _. : . _ _ �'�i i ''�'':� _" I�.: ' - _ - - 1 ,�.�.,'�:'!-i F-��i-,� �.il}� -`...*.�::� c`.%"t :y��' , 9-�����i;�:.:_��-s`�_!:`= __�i at n� �i_ � C�t._.i:�'�t :.i .._`:'�'II_!i_4 i�}y _ __'+'��� �._'f,�.��._'�;. . .. . _ ._ . r._ . ' ` � ' - - , .: �. �.�:.:. -: ., ; : -. ;-.._ .. - i_.�_S�...i'::�E.. . . -._:_... . .... -: �<. . : �i.::.�.? _r� _ �� s—�•.: _:_"" 4';'"..r�_ " "' v _ " x y :'f.' ' f^i�-��3„� . .. .. .... . : f=.�1 i-`-,;'.s' --;3� ;i �j tt�: ;i';�:�I-i 1 I1:��:°;�-,Y .,`�,`",i:�i:J��.' ; _ F t«_���?�f�. =.�{_i;�, I:TI �°i'-i�'�.:. � ?�� .�.f__: : t ' '�L?. _I i H . . -.,,. , < < .:i'.I� '•:•� __. _._._. . �� . . . .�.._ _ . ` � �• •- - • - .___. �r_-r..t'� -:h�f-� :`•ti_:C. ,..,_ _rS_i - 'i.i3'! -'.,y - -- .:� _`7� {.��: , ;-�c�i-,�; 1 r f,r-�1 �,;#t��) r�f_.i�d-. : . - -- _. . .�..._. .. _.. .. . _.. , _. . :�`.i.r.� i l.:�_�i�. ....._.. .. ._ _.. .. ... . . . . .._,._�� .. _ . �3i ; .. '-;;:' ; -; i; �F-`i �F:�'a;:�- V� i �f.= �`'. = r..,.-i !.�E3.;�I;ii#,I �E�lI 3.�.Il���;.�°•_,p ?.];�,,li�l _,.j_�`,�.�_ :ll-' �'� 3 ;��f��'.��{,..4;�F� i:'�i i.L�.».!_}�.?'i�.� l�.f_(I_,1�: �'�1�-i�t{1�!!-�;�€`i:;�i��'.�. . I L _ _ . . . ..._ _ _� , �/l "�� � �j� � � � /_ �I�✓ ✓s✓V - (. .__ __ ._._ ..___ ....._ _ . APa;'�CANi Ps E 'IGNAT!iRE ISSUEDBY�SIGNATURE _ � , —— �, 1�i18�'94 16:25 THE CITY OF OP.ONO 612-473-7357 ��Z + } CITY OF OAONO — BUILDING �E�I� AppLZC1�TION Date Received: Total Fee: S '� �C>'� � � Date Approved: Entered By: ���� Pezmit�=.,_ �2 ��' A7'IOR MQS� gB S�MITTED YN PQLL BP.F'ORE PJ�N REVZLW W�� �B 3T1�RTED AI,L ZNPOR2�i__^----------�SeeMCheck_of f_Li st-Encl�-- )�- ----------__ ------- -- _ _"- ���p�I�� Ig: (cizcle one) OwNER or CONTRACTO �S3 S � Jos sz� AnDxsss= zG9s �, . �J ��p= (work) T��PJY CI��C1J Cnti4F'ACJY� PHONE: (home) N}1ME OF OWNER: : ZIP: PLYMUUI"H� MN 55443 CZ�y: M1IILING 11DD�S= � PHONL: S-� • C� � CONTRACTOR: _ - - • �:� , • • ZZY: 41C0 CI:Il{'w^111f1E LA�.E CITY: 1�iAILING ADDRSSS: � , STATL' LICENSgs � �� � O PHONE: ARCgITSCT/BNGZNEERs CITY: ZIP: MAILING ADDRBSSz REGISTRATION � N11PlE 3 / Move . peH (/ Addi.tion Accessory StruLandeAlteration TYpE oP ��= Renovate - Demo Rem�/Alteratiori _ - CS�.��H/►/ � PROPOSED WOR1C (deSCzibe in detai�) : � � �ooR= 2350 - /.s•� ��f/o- 2•�.aL /9'� S'T.ORIES s /�'_, SQ• P�BT OF P•ACg N�. OP BHDROOMSs� GARAGB STAI.LS: ATT. DE�. �3 � SO� ESTIIrlATED CONSTROCTION VALIIATION (�Cludinq l�a� : s i z hereby app1Y for a building permit and I acknowledqe that the information and with the State Huilding Code; that I above is complete and dccurate; that the work will be in conformance with t e ordinances and codes o� the City underatand thia is not a accordance ith t e approvedtplan.��hout a permit= an that the work wi�I. be �n DATE: APPLICI�NT•3 SIGNATQRB= 4i CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: ;� C� Y�5 �'��� r�L"c<,�:z-�.�� �.z., �L� PID• �� ';l" �� -'� �1 �3 � "� c'c' C �� DESCRIPTION OF WORK: ;��,��, �t..����_,���� � �����_������___�___________���_�________�����Y��������_��______�_��������________�����_ ���������������������������� ZONING REVIEW BY: � �;,(�:.�,v.z�--� DATE APPROVED: �c -' = � `�� � BUILDING REVIEW BY: DATE APPROVED: r�' �'��—�e�; ------------------------------------------------------------------------------------------------------------------------ FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes r/ No PLAN REVIEW Yes � No SEWER CONNECTION STATE SUR`�IARGE Yes y� No WATERCONNECTION INVESTIGAT'ION-FEE Yes No � PARK FEE SAC Yes No � SITEINSPECTION Number of SAC Units OTHER (specify) ------------------------------------------------------------------------------------------------------------------------ ZONING CHECK LIST Zoning District: (:� -i� Fire Department: � -n,� t/�+�.E; Post Office: .��� l�l� � School District: �('��;�;v � - Lot Area: Sq.ft. �. * �}(�I1�5Acres Z-�= Width t+�?i_;z,v;h►�. Depth ���j t�,�, Survey Submitted: Yes � No Date of Survey: (�- `1 - �t t�:: Proposed Setbacks: Front (�e): v`1 - Right Side: 3 I� Rear (St�eet): i ��'� ���' Left Side: � Z�-� � �` Adjacent Structures: ti�A Wetland: �,�} Building Height: Def. Hgt. Z.-$:'� Peak Hgt. ii�.�='S Lot Coverage: (V 0(� Grading: Staff Approval Date: 1 U �� ' `'1� By: �.U . Council Approval Date: �� i�1 .�� � Septic: Staff Approval Date: �'— ' By: � Zoning File: # Resolution: # Resolution Date: Shoreland Dist:ict: /v� Avg. Setback: Bluff Setback: Lot Coverage: Existing Proposed A Hardcover: 0-75' ������ 75-250' � , 250-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: � REMARKS (in house): 26 �� BUILDING REVIEW CHECK LIST UBC: �' 3 CONSTRUCTION TYPE: �!!v Sq Footage $ Per Sq Ftg Basement Z3`->� x l 7 3 ) _ `��,��'��`�•� lst Floor ��3�v x U��- 3i = � 6 2�'�')� .� 2nd Floor � �{ �� x �7. .31 = `�7,7 Z? ,( Garage 4 lo Z x i � �i = i l, � �K.2 2 s�c;.��f s ��t 7 x `I`t 2�i = �' s�i 2�z..� TOTAL Estimated Construction Value: $ �32�r (v�I • S�Ci Inspections Required: Work Requiring Separate Permits: Site � Plumbing Fire Hardcover Removal �. Mechanical Water Connection � Footing X Septic Sewer Connection '� Framing x� Fireplace ��Lawn Irrigation "C Insulation � (Masonry) Other � Wall Board � (Mfg.) ��Well (State Permit) A Final _�rading/Filling ,,�, Electrical (State Permit) Other REMARKS (IN HOUSE): ------------------------------------------------------------------------------------------------------------------------ REVIEW BY OTHERS: DATE: Access: Existing IVew Access Approval: Date By: ------------------------------------------------------------------------------------------------------------------------ REMARKS(TO BE NOTED ON PERMIT): 27 � From : PHONE No. : Oct. 11 1996 2:12PM P01 ;��.;,;,.�:r � �K � � v��. � .., � � �b� , i' R �R �N � aJ�� u C,r�c�P����-j� owr�� . .r...`�� �.�`� �., w�' ��� ,,,. ,,,, ,..�..._. 511� Aa��ESs : GDN"�RA�'0�2 : __.�N�� _ ...... bAt�� l� -., t l� �..� ._ � ��� • �Iv I ��., ' ,�2,_ Nvt.�, .- .. I. �'t�-t'l�l.. �X��P� WA�.1,. AR�A.. . . . .��I � so. �t- x •1� ., ;,. I , q.. `�. �at�t- �ov� a�►t,cN�..a�4�1►c. . . . ����1 ,4, �'. x •,,... �� a ~1 (v,"1 �ot�►�. �cP�.et� w�u.AR�, A�� ����'� A. � wau.. w�►�caw aR�► . . . . . . . . . 0. �'t'A l. vc>o(� AR�q • . . . . . . . . . . �. '�b't�41. �4..�OtNG GrIA�S DoOF� hRE+� � - • o . . . P -C�'A�- FEFEp�1�� 1�A4.t.. �tR�4 . - • • . . . . ,� �so. �. fiotA�- We►w �R.e�cr11�4 h(t4:A �A��RA�r� to�� , . , E�. -�'v�t�a�, t�' wh�� a��► ��ovE �.00R . . . �t. '��,� ��n� 70«�t' AR��4 • . . . . . . . . . 5 ln - _ . �'a'�'A�. �X'�..�P�t3�t"7q•1 ��Fh�� M,.�..,,� �• '�'v+ra4 �a.iNcv�rt�oN W tnitaow AE��.h - . . . . . . . . �-- x.• `�0'1"��» N�1"' �C�1.1.t•1�A�rt't�N. h�4 .Artt�� G-(R�Ao� - . • • • , �l-�'' val.u� o� �AG4k wAu.. `.�.�r►e►J�': A• �!�ao x `u.� .� x , '!.Q A��o �, �5�., x `'u" . 3� � , 1 � G. 2'3�� x �,uv . '�D a _._.�_... �, I nl C., , K °w,•, --� � -- , , o r � � �. x u � � Q� ___�.....�.._ . � , . �..,��o��.� �x v�� . o�F � I � 4. �� x "u�' �4 , � '�o, �- � ..�� � i,�� .,.�.� _ r....� �. �� x .,u� , O�b'7 � ,�I From : PHONE No. : Oct. 11 1996 2:13PM P02 t � °� ��� �, -��.t-a� � 2 0, �- �F �1Et�1w3 �s tµE Sac�e As, o� 1.�ss-1�kht x-T�r''1�' 1, Y� �a�f�. 1''1E1" � INT�ta� p� a•7�c. loVoio��)2 `�"o�t�� Fac�ta�� i��c�ti�..ta� MZ�,4 = ����lo� �• "1"o�t"A l- �SkY L 1��+rt AR�A . . . . . . . . . , '�- ; K. '�Y�►,- �oOF�GQ:IL.�nlf.�.�I�AMt►JFt AR�J4r�AYC�'. (07'0�_ " . , _r�._) 5 �, �'atA�, ��t INs�w��-Eu �o�F�c.��4� � q� � - , �', � x "u � - -~ , , o� � K. . �aDG�. (� X "u . .�., = '� � , � �,. 2� ���� x pti; , 02 = �,rZ,�, �. �"o�q� � L 2, tp__ �F ��T'At,.. uF �4 IS fiH�SAM�Ar�, o� l�s��µ-A�N'�2 � Yo�y 1�}Av� {�1�'t' `1�4� �N�-�Nrt a F ��c. t�aoto {G� l �+»�"ERN�1� C�.i.t�o�Nc� �N�t�L4� D�t�rt�l 'j'o 4tt��T..� � '1"o�A�� �NV�1.�� S��'C�r'1 i''1�T}bra, � VAl.u�s k'�Sta�.tskkF.� p�( 'T14rc �.lt'h c�� l�1'"1`S �' 3 A.ND �'�.' `JI-4qr�., rio�' C-S� Gt'RF�"i'��"�At�l �}� �c-►� oF . !'C�r�s # 1 A�� � 2 �� _ ���. �- + Y. � �P c� . .�� ..�, i r . . 3. !0 20, t�- . ♦ 4, r�2'� �� _ �. �Q °v�.0 From : PHONE No. : Oct. 11 1996 2:13PM P03 ��-'�N �� . � l��� I�tN��� ��. ����r� v��t�� ��o�k: I°02' KN�� : 2�� . �i a �� ou�-r'; '1�� . �l-1 1.,.l_ � : �� �� 1, �N o t,,u����, �-5�4��> , i F�.�t�t� 2.� 1 �1 �2,.' ��R���P�c� : ►��. . t21M : �a ( d� `��, �'T', ��c�a��� vJa��. P�R�� p,a�.n�� ; 1 �� � .� � ..�..1.^ �N�� �nJaL�.; 2�' x �� � I, I p Wn�t�k Ot��- : �1 `b� x ,�°I � 0 2- �l�l�� l : ���` x o o�^ � �u ��. 2: 1 `7 � X � � 1� �����l,.A�.i� : �N l� • x --- � I N G � . �� M � 5 � 01 X 1 � — , �.�.i�?. �'o�''A�t�. � .�?��.� . SQ . �`�' �-�( �oSEI� C.�t�. t(�1Cfi : '�� ��� v�l�r��n v�� ��°4�:s�Z oo � � M �� �A��o Dao�� � '�� From : PHONE No. : Oct. 11 1996 2:14PM PO4 - ��.w. _�,t,.��J�.. . � , �br���fii� R^.:�I�_ � ;�IN1�R�:q �.f�..:��u-w :b1 � ' � :5t�.4t�. Z; � 2�� `1 I� ��'� � ,,,.. ..,.. .,,.. . .. � � �+� t��� � lr� ��P , - �.��`:�� �2"'�E�li:le� , �.Olr� . . :�,1... t�c rlac '..V4 b� �1��fioF. h�t� ���-r�► , f -�'c�t�. '�"� .,.,!4�,:4�� i ..1e� � �� J��W�o R�W�.- � ` �'(� F � +[r�CY'.-lk�t�:.�-c�.:� . ,V�s _ y, � �� .. � . � � � � .:. �_.. � 1_. n �� ��' �+' �7;�+1'T..l►•�1�-.. . :�t�, u_, ...�� ,.r.�'cr....._ ... �� ,�,��.M�}� , ._ , . ,.�:. . - , �:. t'' . .. . . . .... . . .1e2 ;�, ��r ..l�,,r,�: �:���,,,5 .�.� "�d'i'Arl.. �j� '�i�� 1°O ; _. . �� , o�. .r..:: .N,�.��� _►�,.�, . � . ,�,���.�� �r��... tq�o -.:�`��:.-�rr�_. � . r,�� �- �.�;:z-�5�'�.�a....s���� 2,0 , .�:lot� ;5, �1' �N-�t`�---_..:_-:-_- . � b� -- - - .- . _.... :�:-�xT. ��:�� f�u-� . �� -, - - -��►��R;�:�,��. - . �.x .._, � � , � � 1� � -� � -,�_����.� , ��; I -�- �: l�' � . _ : . I ., 2� _ ... G����1G_;.... _� �,�-� �o aq�;6Q�k4.. . �. t9 . �Ya��.. _ .:.;, ,�. �fi�Gt', P��.l��ft. ""� . --_�.��-------.-----___. .._ i . ti;-����A ���� -.-- -- � , .. . : _���ik� R r ;f�.� , , , _ __ _ _i�= ..14� 1�1Ac:�. ���'�orl. � � � �� . � _��..�,�;,� � �.iLj„h ..-- .. .__. .. .. __ ..►�_I. �. . .Z�- � �--,-°���`�YP� ��- -:- �_ . ... . ... .. _.54� ' ��I �. :c�Gh'#`_I c�.t.�__ _ .: _. .4�4�, � a ..1�,��"� ��R ���t� :__ � . , .lo! _ -1._ . ., -.--fi. ... __ . 1'�'i'X'l� F�^ �'o�� . �-�' � . D2 :_��- ����-rN�x- , � I � DATE TIME CITY OF ORONO CALLED IN J � ` � INSPECTION NOTI��j/ SCHEDULED '3' -� a PERMIT NO. ��✓r� COMPLETED ADDRESS -^�' ��/ �`�t �-z���y � -<�. ,�h l�C� OWNER ��_�s�^� � CONTR. — TELEPHONE NO. 5 �� - �z/C' y � DESCRIPTION /�- � �C �� '� E���"'"� � 01 FOOTINO 11 MECHANICAL RI 18IXCAV/GRADINQ/FIWNO y 02 FRAMINO 13 MECHANICAL FINAL 19 LAI�SHORENVETLANDS Q 3 INSULATION J 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z pq yyqLL gp, � 12 WATER HOOK-UP 17 SITE INSPECTION = p5 F�NAL 14 SEWER HOOK-UO O6 PROCaRESS � 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPLAINT J � 07 DEMQ—FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP = 09 PLUMBING HI 23 SEPTIC FINAL 35 HARD COVER HEMOVAL v 10 PLUMBINO FINAL 36 FOUNDATION REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � � � O > � O � W � Q � 2 W � W � � d �ORK SATISFACTORY:PROCEED - PROJECT COMPLETE W � ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOfl REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. _ pH0T0 TAKEN INSPECTOR WILL RETURN n CITATION ISSUED O STOPORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cali for the next inspection 24 hours in advance.473-7357 OwnerlContractor o ite- Inspector. - VYhite Copyll�speclor's File Canary CopylSite Notice ✓ CITY OF ORONO CALLED IN �� a6E��7 ,� f�E 7 INSPECTION NOTICE SCHEDULED aZ -�7- 97 �•�`�Z PERMIT N0. �:S/3 COMPLETED ADDRESS 7� � `�J��� �� � � � . L� � OWNER � � CON .�n-�, ��-���� TELEPHONE NO. � � � ��y� � � DESCRIPTION � 01 F (3 11 MECHANICAL RI 18 IXCAV/dRADiNO/F�WNO 02 FRAMING � 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPIACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q = 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS ~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT v Q 07 DEM�FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i 09 PIUMBING RI 23 SEPTiC FlNAL 35 HARD COVER REMOVAL � 10 PLUMBINQ FINAL 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMM NTS: a � 1� S � j — C�k,c�i v� 0 � -- �Q �� i ° --� O v c9 O-� w � Q � a W � W � � d L WORK SATISFACTORY:PROCEED � PROJECT COMPLETE W � L CQRRECT WORK 8 PROCEED �- ISSUE CERTIFICATE OF OCCUPANCY W O �ORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PEFiMANENT ❑CORRECTUNSAFECONDITIONWITNIN HOURS. r pHOTOTAKEN INSPECTOR WILL REfURN O STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ne tns�ction 24 hours in advance.473-7357 � I OwnerlContractor dn�' e: ' ' , 1 Inspector. �'°. ' ` 1 � -� White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN //-/ % " `' K- INSPECTIONNOTICE ,, SCHEDULED i ' ��� ���. `�� PERMIT NO. r ' � � COMPLETEO ��`�`''� r�'• �5 ADDRESS =�L.. ��.5 �`ti� �,.i: , �; .�, �_.,,� l �: OWNER = �. : ' � --� CONTR. TELEPHONE NO. �' �1 - `� ' � f� '` r' � � DESCRIPTION �01 F���OO�TIN� • 11 MECHANICAL RI i8 EXCAV/dRADINO/FIWNQ yQ`OZFRAMING �� 13 MECHANICAL FINAL 19 LAI�SHOREJWETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q Z OS FINAL 14 SEWER HOOK-UO 06 PROGRESS � 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPLAINT J Q 07 OEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBINa FINAL 36 FOUNDATION REMOVAL � OWNERlCONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � O � � O � W � Q � Z W � W � � �ORK SATISFACTORY:PROCEED C PROJECT COMPLETE W ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. L PHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContra or on site: Inspector. / � �'''`�"� White Copyllnspector's File Canary CopylSite Notice 1 1 STRUCTURAL WOOD CORPORATION 4000 LABORE ROAD ■ ST. PAUL, MINNESOTA 55110 ■ PHONE (612) 426-811 1 FAX (612) 426-6859 WATS (800) 652-9058 March 20, 1997 RECElV�� City of orono �AR 2 � 1997 Building Inspection 2750 Kelley Parkway Long Lake, MN 5 5 3 5 6 CITY OF ORONO Attn: Lyle Oman Dear Mr. Oman, Enclosed are the engineer calculation for the Glu-Lam truss on Tony Eiden Model Home @ 2695 Countryside Drive. Any questions, please call . Thanks, a� � ���� � Bob Schmidt Structural Wood Corporation E�GI�ff81�G 5" �.oVdl��e. S�bjeCk��`� E�C��EP� ��OIF��- Shee(# l o( D f S I G D Roseville ;:=�T���,c:.Tuv2n�. \,.�.:uc� �,�2 P;,r�A'�IG N COtrifil.# � .��.. � Minncsom GflOUP ss��3 Ti2�S3 />n+A�`�cS� � gy: :a�r �l Date: 3/�>/-� ! 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S i35 Truss Anal4sis Qf Tany Eiden Model Hame . , Structural Woad �orporation File = 9702ZA Loads: LC i , DL + WL + (1�Z)SL - . x���i�� . a i �.a �� � -��f, f., r �.' -- ¢/ ,,. 7) - . LCk� J h��� . -{ �� " � � i�"�.. : #��n -:�-�;�';, � � �,����, ���;��;� . ������� �.. ;, �� t :,��J � , f € . s 1—�`'F '—�"' �"� � s � ,� � ��r �{{ ;'- 1� � � y.1J°s � { ' - . 3�� �n ��� ��..#`,S� -� t � f � i .�� �� i � ��� �) � � �it, " � , . i "4� ....__�'�� - �"•� Solutian : L� 1 DL + WL + (1�2)SL RISA-3D (R) Version 2 . 1 Engineering Design Group Job : of Minnesota Page: 2 Date: 3/13/97 Truss Analysis Of Tony Eiden Model Home. Structural Wood Corporation File = 97022A ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Units. . . . . . . . . . . . . . . . . . . . . . . . . . . . . US Standard Steel Code. . . . . . . . . . . . . . . . . . . . . . . . AISC 9th Edition ASD Allowable Stress Increase Factor. . 1 . 333 Include Shear Deformation. . . . . . . . . Yes Include Warping. . . . . . . . . . . . . . . . . . . Yes No. of Sections for Member Calcs. . 5 DoRedesign. . . . . . . . . . . . . . . . . . . . . . . Yes P-Delta Analysis Tolerance. . . . . . . . 0 . 50� Vertical Axis. . . . . . . . . . . . . . . . . . . . . Y ___________________________< Joint Coordinates >____________________________ Joint X Y Z Joint No Coordinate Coordinate Coordinate Temperature 0 ------------------ft------------ft------------ft-------------- F------------ 1 0 . 000 0 . 000 0 . 000 0 . 00 2 5. 313 5 . 385 0 . 000 0 . 00 3 10.771 10 . 927 0 . 000 0 . 00 4 16 . 229 5 . 385 0 . 000 0 . 00 5 21 . 542 0 . 000 0 . 000 0 . 00 6 10 . 771 0 . 000 0 . 000 0 . 00 ___=====T_________________< Boundary Conditions >___________________________ Joint +--------- Translation --------+ +---------- Rotation ----------+ No X Y Z Mx My Mz -----------K/in-------K/in-------K/in------K-ft/rad---K-ft/rad---K-ft/rad--- 1 Reaction Reaction Reaction 3 Reaction 5 Reaction Reaction Reaction _______----- ' ________________________< Materials >________________________________ Material Young's Shear Poisson's Thermal Weight Yield Label Modulus Modulus Ratio Coef . Density Stress -------------Ksi----------Ksi------------------°F------K/ft3-------Ksi------ WOOD 1700 . 00 607 . 14 0 . 4000 0 . 00000 0 . 030 1 . 15 ------------------ - __________________________< Sections >_____________-__________________ Section Database Material As As I I Torsion Label Shape Label Area yy zz yy zz J ------------------------------in^2---------------in^4-------in^4-----in^4--- TC-1 WOOD 76 . 90 1 . 2 1 . 2 168 . 00 1441 . 00 1 . 00 W-1 WOOD 3Q .80 1 . 2 1 . 2 67 . 00 92 . Q0 1 . 00 W-2 WOOD 30 . 80 1 . 2 1 . 2 67 . 00 92 . 00 1 . 00 BC-1 WOOD 61 . 50 1 . 2 1 . 2 135 . 00 738 . 00 1 . 00 RISA-3D (R) Version 2 . 1 Engineering Design Group Job : of Minnesota Page: 3 Date: 3/13/97 Truss Analysis Of Tony Eiden Model Home. Structural Wood Corporation File = 97022A -------------------- - - --------------------------------< Mem ers >__________________-____________-_ Member Joints x Axis Section End Releases Offsets Inactive? No I J K Rotate Set I : MNII� J: MMM I-End J-End Label 1 Length ---------------------------------xyzxyz-xyzxyz---in-----in-------------ft--- 1 1 2 TC-1 7 . 56 2 2 3 TC-1 Al1PIN 7 • 78 3 3 4 TC-1 � • 78 4 4 5 TC-1 Al1PIN 7 . 56 5 1 6 BC-1 10 .77 6 6 5 BC-1 10 . 77 7 2 6 W-2 Al1PIN Al1PIN 7 . 67 8 4 6 W-2 Al1PIN Al1PIN 7 . 67 9 3 6 W-1 Al1PIN 10 . 93 ____________________________< AISC Parameters >_____________________________ Joints Lb Lb K K Cm Cm Sway Member I J yy zz Lcomp yy zz yy zz Cb y z -------------------ft------ft------ft--------------------------------------- 1 1 2 2 2 3 3 3 4 4 4 5 5 1 6 6 6 5 7 2 6 8 4 6 9 3 6 __________________________< Basic Load Case Data >__________________________ BLC Basic Load Case Load Type Totals No. Description Nodal Point Dist. Surface ---------------------------------------------------------------------------- 1 D.L. + W.L. + (1/2)S.L. 12 2 D.L. + (1/2)W.L. + S.L. 12 ____________________< Member Distributed Loads , BLC 1 >_____________________ Joints Load Pattern Pattern Member I J Label Multiplier ---------------------------------------------------------------------------- 1 1 2 D.L. 1 . 0000 1 1 2 W.L. 1 . 0000 1 1 2 S.L. 0 . 5000 2 2 3 D.L. 1 . 0000 2 2 3 W.L. 1 . 0000 2 2 3 S.L. 0. 5000 3 3 4 D.L. 1 . 0000 3 3 4 W.L. 1 . 0000 3 3 4 S.L. 0 . 5000 4 4 5 D.L. 1 . 0000 4 4 5 W.L. 1 . 0000 RISA-3D (R) Version 2 . 1 Engineering Design Group Job : of Minnesota Page: 4 Date: 3/13/97 Truss Analysis Of Tony Eiden Model Home. Structural Wood Corporation File = 97022A ____________________< Member Distributed Loads , BLC 1 >_____________________ Joints Load Pattern Pattern Member I J Label Multiplier ---------------------------------------------------------------------------- 4 4 5 S.L. 0 . 5000 ____________________< Member Distributed Loads , BLC 2 >_____________________ Joints Load Pattern Pattern Member I J Label Multiplier ---------------------------------------------------------------------------- 1 1 2 D.L. 1 . 0000 1 1 2 W.L. 0 . 5000 1 1 2 S.L. 1 . 0000 2 2 3 D.L. 1 . 0000 2 2 3 W.L. 0 . 5000 2 2 3 S.L. 1 . 0000 3 3 4 D.L. 1 . 0000 3 3 4 W.L. 0 . 5000 3 3 4 S.L. 1 . 0000 4 4 5 D.L. 1 .0000 4 4 5 W.L. 0 . 5000 4 4 5 S.L. 1 . 0000 _____________________________< Load Patterns >______________________________ Pattern Magnitudes Locations Label Dir Start End Start End -------------------K/ft,F----------K/ft,F-----------ft or o-------ft or %--- W.L. X 0 . 110 0 . 110 0 . 000 0 . 000 D.L. Y -0 . 055 -0 . 055 0 . 000 0 . 000 S.L. Y -0 . 220 -0 . 220 0 . 000 0 . 000 ___________________________< Load Combinations >____________________________ RWPE No. Description BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv ---------------------------------------------------------------------------- 1 DL + WL + (1/2)SL 1 1 y 2 DL + (1/2)WL + SL 2 1 y ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Dynamics Input: Number of Modes. . . . . . . . . . . . 3 Load Combination Number. . . . 1 Acceleration of Gravity. . . . 32 . 20 ft/sec^2 Convergence Tolerance. . . . . . 0. 001 Converge Work Vectors. . . . . . No RISA-3D (R) Version 2 . 1 Engineering Design Group Job : of Minnesota Page: 5 Date: 3/13/97 Truss Analysis Of Tony Eiden Model Home. Structural Wood Corporation File = 97022A _____________< Joint Displacements, LC 1 : DL + WL + ( 1/2 )SL >_____________ Joint +--------- Translation --------+ +----------- Rotation ----------+ No. X Y Z X Rotate Y Rotate Z Rotate -----------in---------in---------in----------rad--------rad--------rad------ 1 -0.000 -0 . 000 0 .000 0.00000 0.00000 -0 .00020 2 0.006 -0 . 007 0 . 000 0 . 00000 0 .00000 -0 .00004 3 0 . 002 -0 . 004 0 . 000 0 . 00000 0 . 00000 -0 .00009 4 -0 . 002 -0 . 006 0 . 000 0 . 00000 0 . 00000 0.00001 5 0. 000 -0 .000 0. 000 0 . 00000 0 . 00000 0 . 00008 6 0 . 001 -0 . 008 0 . 000 0 . 00000 0 . 00000 0 . 00003 _________________< Story Drift, LC 1 : DL + WL + (1/2)SL >_________________ Story +--- X Direction ---+ +--- Y Direction ---+ +--- Z Direction ---+ No. Joint Drift � of Ht Joint Drift % of Ht Joint Drift % of Ht . , ---------------in----------------------in----------------------in----------- No Stories Defined. . . __________________< Reactions , LC 1 : DL + WL + ( 1/2)SL >__________________ Joint +----------- Forces -----------+ +----------- Moments ----------+ No. X Y Z Mx My Mz -----------K----------K----------K-----------K-ft-------K-ft-------K-ft----- 1 0. 25 1 . 68 0.00 0 . 00 0 . 00 0.00 3 0 .00 0. 00 0 . 00 0 . 00 0 . 00 0. 00 5 -3 . 62 3 . 39 0 . 00 0 . 00 0 . 00 0 . 00 Totals: -3 . 38 5. 06 0 . 00 Center of Gravity Coords (X,Y, Z) (ft) : 10 . 602 , 5 . 344 , 0 . 000 ____________< Member Section Forces, LC 1 : DL + WL + ( 1/2 )SL >____________ Member Joints Shear Shear Moment Moment I - J Sec Axial y-y z-z Torque y-y z-z ----------------------K--------K--------K-------K-ft------K-ft-------K-ft--- 1 1- 2 1 1 . 73 0 . 66 0 . 00 0. 00 0 . 00 0 . 30 2 1 .66 0 . 29 0 . 00 0 . 00 0 . 00 -0 . 60 3 1 . 58 -0 . 07 0 . 00 0 . 00 0 . 00 -0 .81 4 1 . 50 -0 . 44 0 . 00 0 . 00 0 . 00 -0 . 32 5 1 . 43 -0 . 81 0 . 00 0 . 00 0 . 00 0. 86 ---------------------------------------------------------------------------- 2 2- 3 1 1 . 43 0 . 87 0 . 00 0 . 00 0 . 00 0. 86 2 1 . 35 0.49 0 . 00 0 . 00 0 . 00 -0 .45 3 1 . 27 0. 11 0 . 00 0 . 00 0 . 00 -1 . 04 4 1 . 19 -0 . 27 0 . 00 0 . 00 0 . 00 -0. 89 5 1 . 12 -0 . 64 0 . 00 0 . 00 0 . 00 -0. 00 ---------------------------------------------------------------------------- 3 3- 4 1 1 . 61 0 . 15 0 . 00 0 . 00 0 . 00 0 . 00 2 1 . 99 0. 08 0 . 00 0 . 00 0 . 00 -0 . 23 3 2 . 37 0 . 01 0 . 00 0 . 00 0 . 00 -0 . 31 4 2 .75 -0 . 07 0 . 00 0 . 00 0.00 -0. 26 5 3 . 13 -0 . 14 0 . 00 0. 00 0 . 00 -0.06 ---------------------------------------------------------------------------- 4 4- 5 1 3 . 13 0. 13 0 . 00 0 . 00 0 . 00 -0.06 RISA-3D (R) Version 2 . 1 Engineering Design Group Job : of Minnesota Page: 6 Date: 3/13/97 Truss Analysis Of Tony Eiden Model Home. Structural Wood Corporation File = 97022A ____________< Member Section Forces, LC 1 : DL + WL + ( 1/2)SL >____________ Member Joints Shear Shear Moment Moment I - J Sec Axial y-y z-z Torque y-y z-z ----------------------K--------K--------K-------K-ft------K-ft-------K-ft--- 2 3 . 50 0 .06 0 . 00 0 . 00 0 . 00 -0 . 24 3 3 . 86 -0.01 0 . 00 0 . 00 0 .00' -0 . 30 4 4 . 23 -0.08 0 . 00 0 . 00 0.00 -0. 22 5 4 . 60 -0 . 15 0 . 00 0 . 00 0.00 0.00 ---------------------------------------------------------------------------- 5 1- 6 1 -0 . 50 -0 .02 0 . 00 0 . 00 0 . 00 -0 . 30 2 -0. 50 -0 . 02 0 . 00 0 . 00 0 . 00 -0 . 24 3 -0. 50 -0. 02 0 . 00 0. 00 0 . 00 -0 . 18 4 -0 .50 -0.02 0 .00 0 . 00 0.00 -0. 13 5 -0 . 50 -0.02 0 . 00 0 . 00 0. 00 -0.07 ---------------------------------------------------------------------------- 6 6- 5 1 0 . 50 -0 . 01 0 . 00 0 . 00 0 . 00 -0 .08 2 0 . 50 -0 . 01 0 . 00 0 . 00 0 . 00 -0.06 3 0. 50 -0 . 01 0 . 00 0 . 00 0 . 00 -0 . 04 4 0 . 50 -0. 01 0 . 00 0 . 00 0 . 00 -0 . 02 5 0 . 50 -0 . 01 0 . 00 0 . 00 0 . 00 0 . 00 ---------------------------------------------------------------------------- 7 2- 6 1 1 .68 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 1 . 68 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 3 1 . 68 0 . 00 0 . 00 0 . 00 0 . 00 0 .00 4 1 .68 0 . 00 0 . 00 0 . 00 0 . 00 0.00 5 1 . 68 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 ---------------------------------------------------------------------------- 8 4- 6 1 0 . 28 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 0 . 28 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 3 0 . 28 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 4 0 . 28 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 5 0. 28 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 ---------------------------------------------------------------------------- 9 3- 6 1 -1 . 38 -0 . 00 0 . 00 0 .00 0 . 00 0 . 00 2 -1 . 38 -0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 3 -1 . 38 -0.00 0 . 00 0 . 00 0 . 00 0 . 01 4 -1 . 38 -0.00 0 . 00 0 . 00 0 . 00 0 . 01 5 -1 . 38 -0 .00 0 . 00 0 . 00 0 . 00 0 . 01 ---------------------------------------------------------------------------- ---------------< Member Stresses, LC 1 : DL + WL + ( 1/2)SL >_______________ Member Shear Shear +-------------- Bending --------------+ Sec Axial y-y z-z y-top y-bot z-top z-bot -------------Ksi-------Ksi-----Ksi------Ksi-------Ksi-------Ksi-------Ksi--- 1 1 0 . 02 0. 01 0.00 - No Calc- 2 0 . 02 0. 00 0 . 00 3 0. 02 -0. 00 0.00 4 0. 02 -0 . 01 0.00 5 0 .02 -0 . 01 0 . 00 ---------------------------------------------------------------------------- RISA-3D (R) Version 2 . 1 Engineering Design Group Job : of Minnesota Page: 7 Date: 3/13/97 Truss Analysis Of Tony Eiden Model Home. Structural Wood Corporation File = 97022A _______________< Member Stresses, LC 1 : DL + WL + ( 1/2)SL >_______________ Member Shear Shear +-------------- Bending --------------+ Sec Axial y-y z-z y-top y-bot z-top z-bot -------------Ksi-------Ksi-----Ksi------Ksi-------Ksi-------Ksi-------Ksi--- 2 1 0 . 02 0 . 01 0 . 00 - No Calc- 2 0. 02 0. 01 0. 00 3 0.02 0. 00 0. 00 4 0 .02 -0. 00 0. 00 5 0 . 01 -0.01 0. 00 ---------------------------------------------------------------------------- 3 1 0 . 02 0 . 00 0 .00 - No Calc- 2 0 . 03 0 . 00 0.00 3 0 . 03 0 . 00 0. 00 4 0 . 04 -0 . 00 0 . 00 5 0 . 04 -0. 00 0 . 00 ---------------------------------------------------------------------------- 4 1 0 . 04 0 . 00 0 . 00 - No Calc- 2 0.05 0 . 00 0 .00 3 0. 05 -0 . 00 0.00 4 0.06 -0 . 00 0.00 5 0. 06 -0. 00 0. 00 ---------------------------------------------------------------------------- 5 1 -0. 01 -0 . 00 0 . 00 - No Calc- 2 -0 .01 -0. 00 0 . 00 3 -0.01 -0. 00 0. 00 4 -0. 01 -0 . 00 0 . 00 5 -0.01 -0 . 00 0 . 00 ---------------------------------------------------------------------------- 6 1 0. 01 -0 . 00 0. 00 - No Calc- 2 0 . 01 -0. 00 0 . 00 3 0 . 01 -0 . 00 0. 00 4 0 . 01 -0 . 00 0 . 00 5 0 . 01 -0 . 00 0 . 00 ---------------------------------------------------------------------------- 7 1 0 . 05 0 . 00 0 . 00 - No Calc- 2 0 .05 0 . 00 0 .00 3 0 . 05 0. 00 0 . 00 4 0 . 05 0 . 00 0 . 00 5 0 . 05 0 . 00 0 . 00 ---------------------------------------------------------------------------- 8 1 0 . 01 0. 00 0 . 00 - No Calc- 2 0. 01 0 . 00 0 . 00 3 0 . 01 0. 00 0 . 00 4 0.01 0 . 00 0.00 5 0. 01 0 . 00 0. 00 ---------------------------------------------------------------------------- 9 1 -0 .04 -0 . 00 0 . 00 - No Calc- 2 -0 . 04 -0 . 00 0 . 00 3 -0. 04 -0. 00 0 . 00 4 -0. 04 -0 . 00 0 . 00 RISA-3D (R) Version 2 . 1 Engineering Design Group Job : of Minnesota Page: 8 Date: 3/13/97 Truss Analysis Of Tony Eiden Model Home. Structural Wood Corporation File = 97022A _______________< Member Stresses, LC 1 : DL + WL + ( 1/2)SL >_______________ Member Shear Shear +-------------- Bending --------------+ Sec Axial y-y z-z y-top y-bot z-top z-bot . . . . . . . -------------Ks1-------Ksi-----Ksi------Ksi-------Ksi-------Ksi-------Ksi--- 5 -0.04 -0. 00 0. 00 ---------------------------------------------------------------------------- _____________< Member Deflections , LC 1 : DL + WL + ( 1/2)SL >______________ Member +--------- Translation ---------+ Defls as L/n Ratios Sec x y z x Rotate L/n (y) L/n ( z) -------------in---------in---------in---------rad--------rad---------rad---- 1 1 0. 000 0 . 000 0.000 0 . 00000 NC NC 2 -0. 000 -0 . 004 0.000 0 . 00000 NC NC 3 -0. 001 -0 . 007 0 . 000 0 . 00000 NC NC 4 -0. 001 -0. 009 0 . 000 0. 00000 NC NC 5 -0. 001 -0. 009 0 . 000 0. 00000 NC NC ---------------------------------------------------------------------------- 2 1 -0. 001 -0 . 009 0 . 000 0 . 00000 NC NC 2 -0.001 -0 . 010 0 . 000 0 . 00000 NC NC 3 -0.002 -0 . 011 0 . 000 0 . 00000 NC NC 4 -0 . 002 -0 . 009 0 . 000 0. 00000 NC NC 5 -0 . 002 -0 . 004 0 . 000 0 . 00000 NC NC ---------------------------------------------------------------------------- 3 1 0. 004 -0 . 002 0 . 000 0. 00000 NC NC 2 0 . 004 -0 . 004 0 . 000 0 . 00000 NC NC 3 0.004 -0. 005 0 . 000 0 . 00000 NC NC 4 0.003 -0 . 006 0 . 000 0. 00000 NC NC 5 0. 003 -0 . 006 0 . 000 0 . 00000 NC NC ---------------------------------------------------------------------------- 4 1 0. 003 -0.006 0 . 000 0. 00000 NC NC 2 0.002 -0.005 0 . 000 0. 00000 NC NC 3 0.001 -0 . 004 0 . 000 0. 00000 NC NC 4 0.001 -0 . 002 0 . 000 0 . 00000 NC NC 5 0.000 0.000 0 . 000 0 . 00000 NC NC ---------------------------------------------------------------------------- 5 1 0. 000 0 . 000 0 . 000 0 . 00000 NC NC 2 0 . 000 -0 . 005 0 . 000 0. 00000 NC NC 3 0. 000 -0. 008 0 . 000 0 . 00000 NC NC 4 0. 000 -0 . 008 0 . 000 0. 00000 NC NC 5 0.001 -0. 008 0 . 000 0 . 00000 NC NC ---------------------------------------------------------------------------- 6 1 0. 001 -0 . 008 0 . 000 0 . 00000 NC NC 2 0. 000 -0 . 007 0 . 000 0 . 00000 NC NC 3 0.000 -0 . 005 0 . 000 0 . 00000 NC NC 4 0. 000 -0 . 002 0. 000 0 . 00000 NC NC 5 0.000 0 . 000 0 . 000 0 . 00000 NC NC ---------------------------------------------------------------------------- 7 1 0 . 009 -0 . 001 0 . 000 0 . 00000 NC NC 2 0 .008 -0 . 002 0 . 000 0 . 00000 NC NC 3 0 . 007 -0 .003 0 . 000 0 . 00000 NC NC RISA-3D (R) Version 2 . 1 Engineering Design Group Job : of Minnesota Page: 9 Date: 3/13/97 Truss Analysis Of Tony Eiden Model Home. Structural Wood Corporation File = 97022A _____________< Member Deflections, LC 1 : DL + WL + ( 1/2)SL >______________ Member +--------- Translation ---------+ Defls as L/n Ratios Sec x y z x Rotate L/n (y) L/n ( z) -------------in---------in---------in---------rad--------rad---------rad---- 4 0.007 -0 . 004 0 . 000 0 . 00000 NC NC 5 0 . 006 -0. 005 0 . 000 0 . 00000 NC NC ---------------------------------------------------------------------------- 8 1 0. 006 -0 .003 0 . 000 0 . 00000 NC NC 2 0 . 006 -0 . 004 0 .000 0 . 00000 NC NC 3 0 . 005 -0 . 004 0 . 000 0 . 00000 NC NC 4 0 . 005 -0 . 005 0 .000 0 . 00000 NC NC 5 0. 005 -0 . 006 0 .000 0 . 00000 NC NC ---------------------------------------------------------------------------- 9 1 0. 004 -0 . 002 0 . 000 0 . 00000 NC NC 2 0 . 005 -0 . 001 0 . 000 0 . 00000 NC NC 3 0. 006 -0 . 000 0 . 000 0 . 00000 NC NC 4 0 .007 -0 . 000 0 . 000 0 .00000 NC NC 5 0 .008 -0 . 001 0 . 000 0 . 00000 NC NC ---------------------------------------------------------------------------- ___________< Member Section Torsion, LC 1 : DL + WL + ( 1/2 )SL >____________ Member Joints Torsion Warp Shear Warp Bending I - J Sec Torque Shear y-y z-z z-top z-bot ----------------------K-ft-------Ksi------Ksi------Ksi-------Ksi------Ksi--- 1 1- 2 1 0 . 00 0 . 00 - No Warping - 2 0. 00 0.00 3 0 . 00 0 . 00 4 0 . 00 0 . 00 5 0 . 00 0 . 00 ---------------------------------------------------------------------------- 2 2- 3 1 0 . 00 0 . 00 - No Warping - 2 0 . 00 0 . 00 3 0 . 00 0 . 00 4 0 .00 0 . 00 5 0. 00 0 . 00 ---------------------------------------------------------------------------- 3 3- 4 1 0 . 00 0 . 00 - No Warping - 2 0 . 00 0 . 00 3 0 . 00 0 . 00 4 0 . 00 0. 00 5 0 . 00 0. 00 ---------------------------------------------------------------------------- 4 4- 5 1 0 . 00 0 . 00 - No Warping - 2 0 . 00 0 . 00 3 0. 00 0 . 00 4 0 . 00 0 . 00 5 0 . 00 0 . 00 ---------------------------------------------------------------------------- 5 1- 6 1 0 . 00 0 . 00 - No Warping - 2 0 . 00 0 . 00 RISA-3D (R) Version 2 . 1 Engineering Design Group Job : of Minnesota Page: 10 Date: 3/13/97 Truss Analysis Of Tony Eiden Mode�l Home. Structural Wood Corporation File = 97022A ___________< Member Section Torsion, LC 1 : DL + WL + ( 1/2 )SL >____________ Member Joints Torsion Warp Shear Warp Bending I - J Sec Torque Shear y-y z-z z-top z-bot ----------------------K-ft-------Ksi------Ksi------Ksi-------Ksi------Ksi--- 3 0 . 00 0 . 00 4 0. 00 0 .00 5 0 . 00 0 . 00 ---------------------------------------------------------------------------- 6 6- 5 1 0. 00 0 . 00 - No Warping - 2 0. 00 0 . 00 3 0. 00 0. 00 4 0. 00 0. 00 5 0 . 00 0.00 ---------------------------------------------------------------------------- 7 2- 6 1 0 . 00 0 . 00 - No Warping - 2 0 . 00 0 . 00 3 0 . 00 0 . 00 4 0 . 00 0 . 00 5 0 . 00 0 . 00 ---------------------------------------------------------------------------- 8 4- 6 1 0 . 00 0 . 00 - No Warping - 2 0 . 00 0 . 00 3 0 . 00 0 . 00 4 0 . 00 0 . 00 5 0 . 00 0 . 00 ---------------------------------------------------------------------------- 9 3- 6 1 0 . 00 0 . 00 - No Warping - 2 0 . 00 0 . 00 3 0 . 00 0. 00 4 0 . 00 0. 00 5 0 . 00 0 . 00 ---------------------------------------------------------------------------- __________< Member AISC Unity Checks, LC 1 : DL + WL + ( 1/2)SL >___________ Member Joints Unity Shear Fb Fb Cm Cm ASD I - J Chk Loc Chk Loc Fa yy zz Cb yy zz Eqn ---------------------------------------Ksi---Ksi---Ksi---------------------- 1 1 2 - AISC unity check not calculated - 2 2 3 - AISC unity check not calculated - 3 3 4 - AISC unity check not calculated - 4 4 5 - AISC unity check not calculated - 5 1 6 - AISC unity check not calculated - 6 6 5 - AISC unity check not calculated - 7 2 6 - AISC unity check not calculated - 8 4 6 - AISC unity check not calculated - 9 3 6 - AISC unity check not calculated - RISA-3D (R) Version 2 . 1 Engineering Design Group Job : of Minnesota Page: 11 Date: 3/13/97 Truss Analysis Of Tony Eiden Model Home. Structural Wood Corporation File = 97022A -------------< Plate/Shell Forces, LC 1 : DL + WL + ( 1/2)SL >______________ No. Label Qx Qy Mx My Mxy (R,S) Fx Fy Fxy (values are per linear ft) --------------------K-----------K---------K-ft,K-------K-ft--------K-ft----- _______< Plate/Shell Principal Stresses, LC 1 : DL + WL + ( 1/2)SL >________ No. Label == Values are for Top (T) and Bottom (B) Surfaces =_ (R,S) Sigmal Sigma2 Tau Max Angle Von Mises . . . . --------------------Ksi---------Ksi---------Ksi---------rad---------Ksi----- _______________< Redesign Shapes, LC 1 : DL + WL + ( 1/2)SL >_______________ Section Suggested Alternate Shapes Set lst Choice 2nd Choice 3rd Choice 4th Choice ---------------------------------------------------------------------------- Redesign not performed. . . ______________< Material Takeoff, LC 1 : DL + WL + ( 1/2 )SL >_______________ Section Database Total Total Set Shape Length Weight -----------------------------------ft----------------K---------------------- TC-1 30. 69 0 . 49 W-1 10. 93 0 . 07 W-2 15 . 33 0 . 10 BC-1 21 . 54 0 . 28 Trus� Anal4sis Qf Ton4 Eiden Model Home . Structural Woad Carporation File = 97022A Loads : LC 2 , DL + i1�2lWL + SL - .����i�x , � -� ,�, � 'T:�?� �,� i �,, ..,� -:�� ... �:, � ���i��. i';/4,, ..j��'�r i,� � ���.� � �� .�r ' �� ,'� < < f'� ,, r����,_ . i r.. ,: � � . ,� r�; E t;, � ��i �� - � `� ,� ,��r, � ;. `_. , � '�� �' —a ,i � � i �, � - a �'� ,..;� ;i Z�i'�'�l�;��� 'i. ,'�a�•-.1 � rJ' -a .e��x s .��ix 4 .647K . � � Salution : LC 2 DL + (1�21WL + SL RISA-3D (R) Version 2 . 1 Engineering Design Group Job : of Minnesota Page: 13 Date : 3/13/97 Truss Analysis Of Tony Eiden Model Home. Structural Wood Corporation File = 97022A ____________< Member Section Forces , LC 2 : DL + ( 1/2)WL + SL >____________ Member Joints Shear Shear Moment Moment I - J Sec Axial y-y z-z Torque y-y z-z ----------------------K--------K--------K-------K-ft------K-ft-------K-ft--- 1 1- 2 1 4 . 56 0 . 80 0 . 00 0 . 00 0 . 00 0 . 34 2 4 . 26 0. 36 0 . 00 0 . 00 0 . 00 -0 . 77 3 3 . 96 -0. 07 0 . 00 0 . 00 0 . 00 -1 . 04 4 3 . 66 -0. 51 0 . 00 0 . 00 0 . 00 -0 . 49 5 3 . 37 -0. 95 0 . 00 0 . 00 0 . 00 0 . 90 ---------------------------------------------------------------------------- 2 2- 3 1 3 . 37 1 .02 0 . 00 0. 00 0 . 00 0. 90 2 3 . 06 0 . 57 0. 00 0 . 00 0 . 00 -0. 64 3 2 . 76 0 . 12 0.00 0 . 00 0 . 00 -1 . 31 4 2. 45 -0. 34 0 .00 0. 00 0 . 00 -1 . 09 5 2 . 14 -0 . 79 0 . 00 0 . 00 0 . 00 -0. 00 ---------------------------------------------------------------------------- 3 3- 4 1 2 . 40 0 . 54 0 . 00 0. 00 0 . 00 0 . 00 2 2 .85 0 . 24 0 . 00 0 .00 0 .00 -0 . 75 3 3 . 31 -0.06 0 . 00 0 . 00 0.00 -0 . 92 4 3 . 77 -0. 36 0 . 00 0 . 00 0 . 00 -0 . 52 5 4 . 22 -0 . 66 0 . 00 0 . 00 0 . 00 0 . 48 ---------------------------------------------------------------------------- 4 4- 5 1 4 . 22 0 . 65 0 . 00 0 . 00 0 . 00 0 . 48 2 4 . 66 0 . 35 0 . 00 0 . 00 0 . 00 -0 . 47 3 5. 11 0 . 06 0 . 00 0 . 00 0 . 00 -0 . 86 4 5. 55 -0 . 23 0 . 00 0 . 00 0 . 00 -0. 71 5 5. 99 -0 . 52 0 . 00 0. 00 0. 00 0 . 00 ---------------------------------------------------------------------------- 5 1- 6 1 -0 . 24 -0 . 02 0 . 00 0 . 00 0 . 00 -0 . 34 2 -0 . 24 -0. 02 0 . 00 0 . 00 0. 00 -0 . 29 3 -0 . 24 -0. 02 0 . 00 0 . 00 0. 00 -0 . 25 4 -0 . 24 -0 . 02 0 . 00 0 . 00 0 . 00 -0 . 20 5 -0 . 24 -0 . 02 0 . 00 0 . 00 0.00 -0. 16 ---------------------------------------------------------------------------- 6 6- 5 1 0. 24 -0 . 02 0 . 00 0 . 00 0.00 -0 . 17 2 0. 24 -0. 02 0 . 00 0 . 00 0.00 -0 . 13 3 0. 24 -0 . 02 0 . 00 0 . 00 0.00 -0.08 4 0 . 24 -0 . 02 0 . 00 0 . 00 0 . 00 -0 . 04 5 0 . 24 -0 . 02 0 . 00 0 . 00 0. 00 0. 00 ---------------------------------------------------------------------------- 7 2- 6 1 1 . 97 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 1 . 97 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 3 1 . 97 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 4 1 . 97 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 5 1 .97 0. 00 0 . 00 0 . 00 0. 00 0. 00 ---------------------------------------------------------------------------- 8 4- 6 1 1 . 31 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 1 . 31 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 3 1 . 31 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 4 1 . 31 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 RISA-3D (R) Version 2 . 1 Engineering Design Group Job : of Minnesota Page: 14 Date: 3/13/97 Truss Analysis Of Tony Eiden Model Home. Structural Wood Corporation File = 97022A ____________< Member Section Forces, LC 2 : DL + ( 1/2)WL + SL >____________ Member Joints Shear Shear Moment Moment I - J Sec Axial y-y z-z Torque y-y z-z ----------------------K--------K--------K-------K-ft------K-ft-------K-ft--- 5 1 . 31 0.00 0 . 00 0 . 00 0 . 00 0 . 00 ---------------------------------------------------------------------------- 9 3- 6 1 -2 . 31 -0 . 00 0. 00 0 . 00 0 . 00 0 . 00 2 -2 . 31 -0. 00 0 . 00 0 . 00 0 . 00 0 . 00 3 -2 . 31 -0 .00 0 . 00 0 . 00 0 . 00 0 . 01 4 -2. 31 -0 . 00 0 . 00 0 . 00 0 . 00 0 . 01 5 -2 . 31 -0. 00 0 . 00 0 . 00 0 . 00 0 . 01 ---------------------------------------------------------------------------- RISA-3D (R) Version 2 . 1 Engineering Design Group Job : of Minnesota Page: 15 Date: 3/13/97 Truss Analysis Of Tony Eiden Model Home. Structural Wood Corporation File = 97022A ________________________< Envelope Section Forces >__________________---_-__ Member Shear Shear Moment Moment Sec Axial lc y-y lc z-z lc Torque lc y-y lc z-z lc --------------K----------K----------K--------K-ft-------K-ft-------K-ft----- 1 1 U 4 . 56 2 0 . 80 2 0. 00 1 0 . 00 1 0 . 00 1 0 . 34 2 L 1 .73 1 0. 66 1 0. 00 1 0 . 00 1 0 . 00 1 0. 30 1 2 U 4. 26 2 0. 36 2 0. 00 1 0 . 00 1 0. 00 1 -0 . 60 1 L 1. 66 1 0 . 29 1 0. 00 1 0 . 00 1 0 . 00 1 -0 . 77 2 3 U 3 . 96 2 -0.07 2 0 . 00 1 0 . 00 1 0 . 00 1 -0.81 1 L 1 .58 1 -0 . 07 1 0. 00 1 0 . 00 1 0 . 00 1 -1 .04 2 4 U 3 .66 2 -0 . 44 1 0. 00 1 0 . 00 1 0 . 00 1 -0. 32 1 L 1 .50 1 -0.51 2 0 . 00 1 0 . 00 1 0 . 00 1 -0. 49 2 5 U 3 . 37 2 -0. 81 1 0 . 00 1 0 . 00 1 0 . 00 1 0.90 2 L 1 . 43 1 -0 . 95 2 0 . 00 1 0. 00 1 0. 00 1 0. 86 1 ---------------------------------------------------------------------------- 2 1 U 3 . 37 2 1 .02 2 0. 00 1 0 . 00 1 0 . 00 1 0 . 90 2 L 1 .43 1 0 . 87 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 86 1 2 U 3 . 06 2 0. 57 2 0 . 00 1 0 . 00 1 0 . 00 1 -0 . 45 1 L 1 . 35 1 0 . 49 1 0 .00 1 0 . 00 1 0 . 00 1 -0 . 64 2 3 U 2 . 76 2 0 . 12 2 0 . 00 1 0 . 00 1 0 . 00 1 -1 . 04 1 L 1 . 27 1 0 . 11 1 0 .00 1 0 . 00 1 0 . 00 1 -1 . 31 2 4 U 2. 45 2 -0. 27 1 0 . 00 1 0 . 00 1 0 . 00 1 -0. 89 1 L 1 . 19 1 -0 . 34 2 0 . 00 1 0 . 00 1 0 . 00 1 -1 . 09 2 5 U, 2. 14 2 -0. 64 1 0 . 00 1 0 . 00 1 0 . 00 1 -0. 00 1 L 1 . 12 1 -0 . 79 2 0 . 00 1 0 . 00 1 0 . 00 1 -0. 00 2 ---------------------------------------------------------------------------- 3 1 U 2. 40 2 0 . 54 2 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 L 1. 61 1 0 . 15 1 0 . 00 1 0 . 00 1 0 . 00 1 0. 00 1 2 U 2.85 2 0. 24 2 0 . 00 1 0 . 00 1 0 . 00 1 -0 . 23 1 L 1 . 99 1 0. 08 1 0 . 00 1 0 . 00 1 0 . 00 1 -0. 75 2 3 U 3 . 31 2 0 . 01 1 0 . 00 1 0. 00 1 0 . 00 1 -0 . 31 1 L 2 . 37 1 -0 . 06 2 0 . 00 1 0 . 00 1 0 . 00 1 -0 .92 2 4 U 3 . 77 2 -0 . 07 1 0 . 00 1 0. 00 1 0 . 00 1 -0. 26 1 L 2 .75 1 -0. 36 2 0 . 00 1 0 . 00 1 0 . 00 1 -0. 52 2 5 U 4 .22 2 -0 . 14 1 0 . 00 1 0. 00 1 0 . 00 1 0.48 2 L 3 . 13 1 -0. 66 2 0 . 00 1 0 . 00 1 0 . 00 1 -0. 06 1 ---------------------------------------------------------------------------- 4 1 U 4 .22 2 0. 65 2 0 . 00 1 0. 00 1 0 . 00 1 0 . 48 2 L 3 .13 1 0 . 13 1 0 . 00 1 0 . 00 1 0. 00 1 -0.06 1 2 U 4. 66 2 0. 35 2 0 . 00 1 0. 00 1 0 . 00 1 -0. 24 1 L 3 . 50 1 0. 06 1 0 . 00 1 0. 00 1 0 . 00 1 -0 . 47 2 3 U 5. 11 2 0 . 06 2 0 . 00 1 0 . 00 1 0. 00 1 -0. 30 1 L 3 .86 1 -0. 01 1 0. 00 1 0 . 00 1 0 . 00 1 -0.86 2 4 U 5. 55 2 -0 . 08 1 0 . 00 1 0 . 00 1 0 . 00 1 -0 . 22 1 L 4 . 23 1 -0. 23 2 0 . 00 1 0 . 00 1 0 . 00 1 -0 .71 2 5 U 5 . 99 2 -0 . 15 1 0 . 00 1 0 . 00 1 0 . 00 1 0.00 2 L 4 .60 1 -0. 52 2 0 . 00 1 0 . 00 1 0.00 1 0. 00 1 ---------------------------------------------------------------------------- 5 1 U -0. 24 2 -0 . 02 2 0 . 00 1 0. 00 1 0 . 00 1 -0. 30 1 L -0. 50 1 -0 . 02 1 0 . 00 1 0 . 00 1 0 . 00 1 -0. 34 2 RISA-3D (R) Version 2 . 1 Engineering Design Group Job : of Minnesota Page: 16 Date: 3/13/97 Truss Analysis Of Tony Eiden Model Home. Structural Wood Corporation File = 97022A ------------------------< Envelope Section Forces >_________________________ ------------------- Member Shear Shear Moment Moment Sec Axial lc y-y lc z-z lc Torque lc y-y lc z-z lc --------------K----------K----------K--------K-ft-------K-ft-------K-ft----- 2 U -0 . 24 2 -0 . 02 2 0 . 00 1 0 . 00 1 0 . 00 1 -0 . 24 1 L -0 . 50 1 -0 . 02 1 0. 00 1 0 . 00 1 0 . 00 1 -0 . 29 2 3 U -0. 24 2 -0 . 02 2 0 . 00 1 0 . 00 1 0 . 00 1 -0 . 18 1 L -0 .50 1 -0 . 02 1 0. 00 1 0 . 00 1 0 . 00 1 -0. 25 2 4 U -0 . 24 2 -0 . 02 2 0. 00 1 0 . 00 1 0 . 00 1 -0 . 13 1 L -0. 50 1 -0 . 02 1 0 . 00 1 0 . 00 1 0 . 00 1 -0. 20 2 5 U -0. 24 2 -0. 02 2 0 . 00 1 0 . 00 1 0 . 00 1 -0 . 07 1 L -0.50 1 -0 . 02 1 0. 00 1 0 . 00 1 0 . 00 1 -0. 16 2 ---------------------------------------------------------------------------- 6 1 U 0. 50 1 -0 . 01 1 0. 00 1 0 . 00 1 0 . 00 1 -0 . 08 1 L 0. 24 2 -0 . 02 2 0 . 00 1 0 . 00 1 0. 00 1 -0 . 17 2 2 U 0. 50 1 -0 . 01 1 0. 00 1 0 . 00 1 0 . 00 1 -0.06 1 L 0. 24 2 -0 . 02 2 0. 00 1 0 . 00 1 0 . 00 1 -0. 13 2 3 U 0. 50 1 -0 . 01 1 0 . 00 1 0. 00 1 0 . 00 1 -0 . 04 1 L 0. 24 2 -0. 02 2 0. 00 1 0. 00 1 0. 00 1 -0.08 2 4 U 0. 50 1 -0 . 01 1 0 . 00 1 0.00 1 0.00 1 -0.02 1 L 0 . 24 2 -0 . 02 2 0 . 00 1 0. 00 1 0 . 00 1 -0.04 2 5 U 0.50 1 -0 . 01 1 0 . 00 1 0 . 00 1 0 . 00 1 0. 00 2 L 0. 24 2 -0. 02 2 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 ---------------------------------------------------------------------------- 7 1 U 1 . 97 2 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0. 00 1 L 1 . 68 1 0. 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 2 U 1 .97 2 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0. 00 1 L 1 .68 1 0.00 1 0 . 00 1 0 . 00 1 0 .00 1 0.00 1 3 U 1 . 97 2 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0. 00 1 L 1 .68 1 0 . 00 1 0 . 00 1 0 . 00 1 0. 00 1 0. 00 1 4 U 1 .97 2 0. 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 L 1 . 68 1 0 .00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 5 U 1 . 97 2 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0. 00 1 L 1 .68 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0. 00 1 ---------------------------------------------------------------------------- 8 1 U 1 . 31 2 0.00 1 0. 00 1 0 . 00 1 0 . 00 1 0. 00 1 L 0. 28 1 0. 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 2 U 1. 31 2 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0.00 1 L 0. 28 1 0. 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 3 U 1. 31 2 0.00 1 0 . 00 1 0 . 00 1 0 . 00 1 0. 00 1 L 0. 28 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 4 U 1. 31 2 0.00 1 0 . 00 1 0 . 00 1 0 . 00 1 0. 00 1 L 0. 28 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0. 00 1 5 U 1 . 31 2 0. 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0.00 1 L 0 . 28 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0.00 1 ---------------------------------------------------------------------------- 9 1 U -1 . 38 1 -0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 .00 1 L -2. 31 2 -0 . 00 2 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 2 U -1 . 38 1 -0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 2 L -2 . 31 2 -0 . 00 2 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 7 RISA-3D (R) Version 2 . 1 Engineering Design Group Job : of Minnesota Page: 17 Date: 3/13/97 Truss Analysis Of Tony Eiden Model Home. Structural Wood Corporation File = 97022A ________________________< Envelope Section Forces >_________________________ Member Shear Shear Moment Moment Sec Axial lc y-y lc z-z lc Torque lc y-y lc z-z lc --------------K----------K----------K--------K-ft-------K-ft-------K-ft----- 3 U -1. 38 1 -0.00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 01 2 L -2 . 31 2 -0 . 00 2 0 . 00 1 0 . 00 1 0 . 00 1 0. 01 1 4 U -1.38 1 -0. 00 1 0 . 00 1 0 .00 1 0 . 00 1 0 . 01 2 L -2. 31 2 -0. 00 2 0 . 00 1 0 . 00 1 0 . 00 1 0 . 01 1 5 U -1. 38 1 -0.00 1 0. 00 1 0 . 00 1 0 . 00 1 0 . 01 2 L -2 . 31 2 -0 . 00 2 0 . 00 1 0 . 00 1 0 . 00 1 0 . 01 1 ---------------------------------------------------------------------------- ♦��♦ � m I/��� � , ' ' � - . � � - • � - , � . ' , � � • , � � � . � : All ACFoam products consist of state-of-the-art polyiso foam Nominal with superioF fire performance characteristics and the ability to Thickness ACFoam-II/ACFoam-IIl ACFoam Supreme retain high R-Values. Products are offered in a variety of thick- ** R-Value R-Value nesses, providing R-Values from 6.0 to 25.0. Each ACFoam I.0" 6.0 7.2 product is manufactured with exceptional strength, using ,� LS" ]0.0 l l.2 dimensionally stable facers to add toughness to the boards. - 1.8" 12.5 13.1 ACFoam-II and Tapered ACFoam feature the Atlas closed- 2 0" 14.3 15.2 cell polyiso foam core integrally laminated to heavy, black (non-asphaltic), fiber reinforced felt facers. These products 2.5�� 18.0 18.4 are suitable for all Single-ply, BUR and Modified Bitumen 2•7" 20.0 20.2 membrane systems. 3.0" 22.0 222 ACFoam-III also features the closed-cell polyiso foam core 3.4" 25.0 25.3 integrally laminated to heavy, coated glass facers. It is specifi- cally designed for all Single-ply, Cold Applied BUR and Cold ` co�d���o�ed The�mai vai�r•5 We�e dece�m��E�d hy a,sTM rese M�chod c s�a 3c 75° F mean temperature. All test specimens(foam portion)were conditioned in l�pp�leC� MOC�IfIeC� BItUfTlell f112f71�Jfdfle SyStE'fT1S. �O llOt USQ accordance with procedures ouNined in PIMA Bulletin#101 &RIC/iIMA Bulletin wifh HotApplied membranes(i.e. Coal Tar or Asphalt). azni-i. A�iaS�rre�5 a limited warranty as to the R-Value of the insulation, the terms o(which are avail�ble upon request. ACFoam Supreme has a polyiso foam core and features tri- laminate foil facers and provides the highest R-Value per *� °tne``h"k"esses d�`"iahie"�°"'Pe"ai"'q"e5�.i"`h�s'°"„ii�meee���>��e�5�o�: 1 inch=25.4 mm. inch of any of the ACFoam products. The product is specifi- cally designed for use with mechanically attached and loose laid ballasted single-ply membrane systems. ACFoam Ask about the Supreme cannot be used directly with hot asphalt, torch Atlas 20 Year Limited Thermal Warranty applied or fully adhered systems. For information on ACFoam Composite, ACFoam Nail Base Insulation and Vented-RTM, contact an Atlas Sales � � � � � � Representative. Property Test Method Typical Results � � � � � � Dimensional Stability ASTM D 2126 <2%,Linear Change ACFoam Insulations comply with the requirements of the following Compressive Strength ASTM D 1621 20 psi specifications,test and code requirements when installed properly; • Federal Specification HH-I-1972/GEN (All ACFoam products) Water Absorption ASTM C 209 < 1�%By Volume HH-I-1972/2,Class I • ACFoam-II/Tapered ACFoam/ACFoam-III Moisture Vapor HH-I-1972/l,Class I • ACFoam Supreme Transmission ASTM E 96 <One(1) Perm • Metro-Dade County, Florida No. 93-0630.7. (ACFoam-1[ /Tapered ACFoam) Produd Density ASTM D 1622 Nominal 2.0 pcf • California State Insulation Quality Standards & Title 25 Foam Flame Spread ASTM E 84 Flammability Criteria (License #TC 1231) (ACFoam-II/7apered 25`" (foam core) (Full 10 min.Test) ACFoam) • BOCA, ICBO,and SBCCI Sections on Foam Insulation. Service Temperature — -100°F to +250°F Max • FM Standard 4450/4470 Approval for Class 1 insulated roof deck construction (Refer to FM Guide for specific systems). * The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufao- • UL Standard 1256 Classification (ACFoam-II/I apered ACFOdm): turing variation.This data is offered as a service to our customers and is subjed to Insulated metal deck construction assemblies;Const#120{. chanKe.nll�nfo�macio�can be conf�rmed by concaaing nclas. `*The numerical ratings as determined by ASTM Test Method E 84 are not intended to • UL Standard 790 Classification (ACFoam-II/Tapered ACFoam): reflea hazards presenced by chis or.,ny ocher macerial under actual fire conditions. Class A with most roof inembrane systems. See UL Building Materials Directory. • UL Standard 263 Fire Resistance Classification (ACFoam-II/ � � � Tapered ACFoam): The hourly rated listings are P225, P230, �Mp � P232, P243, P254, P259, P508, P510, P514, P701, P710, P711, � � vdrw�nnuae P713, P715, P717, P718, P719, P720, P727, P801, P814, P815, � � � '�,,,p'"';,,,''�"'"' � P817, P818, P819, and P828. See UL Fire Resistance Directory. ACFoam� Roof Insulation � , , � � � . � � � . Nominal Thickness Pieces per Package 4 X 8Square Feet per Package4' x 4' � 1.0" 46 1472 736 1.5" 31 9922 496 1.8" 26 832 416 2.0" 23 736 368 2.5" 18 576 288 2J" 17 544 272 3.0" 15 480 240 3.4" 14 448 224 Packages per 45' Truck 22 44 � All ACFoam Roof Insulation Products may be installed with or with- no other represent�itions or warranties as to the insulalion sold out a vapor retarder, the need for which is determined by the design- herein. The Seller disclaims all other warranties, express or er. Before installation, the deck should be firm, well attached, even, implied, including the warranty of inerchantability and the war- dean and dry. Proper attachment of the insulation is necessary to ranty of fitness for a particular purpose. Seller does, however, prevent roof failures. Atlas will not be responsible for any damage have a limited warranry as ro the R-Value of the insulation, the caused by improper attachment ACFoam products can be attached terms of which are available upon request from Seller. to decks that are approved by FM and local codes.The responsibility Limitation of Liability:The Seller shall not be liable for any inciden- to determine the suitability of the deck is that of the designer/specifi- tal or conseyuential damages including the cost of installation, er and/or owner's representative. Roof insulation which has become removal, repair or replacement of this product. The Buyer's reme- wet and/or damaged should be removed and replaced with solid, dies shall be limited exdusively to, at Seller's option, the repayment dry insulation. Surface protection such as plywood must be used in of the purchase price or resupply of a like quantity of non-conform- areas where heavy and/or repeated traffic is anticipated both during ing product. Atlas distributors, agents, salespersons, or other inde- and after installation. pendent representatives have no authoriry ro waive or alter the Where possible, a two-layer application of ACFoam is strongly rec- above limitation of liability and remedies. ommended. The joints in each layer should be offset in order to Warning- Do Not Leave Exposed:This product is a polyiso organic avoid a vertically continuous joint through the total insulation thick- plastic foam and will bum if exposed to an ignition source of suffi- ness. Two layers (or more) with joints staggered can provide cient heat and intensity,or open flame,such as a welder's torch. Like improved insulation performance by eliminating thermal bridges. other organic materials,this product will release smoke if ignited. Do This method also reduces condensation potential and thermal stress not apply flame directly to ACFoam Roof Insulations. This produd on the roof inembrane. should be used only in strict accordance with Atlas recommended Mechanical Attachment: Mechanical fastening is the preferred uses and application instructions. method of attachment Fastener frequency and spacing are covered in the Atlas Roof Insulation Catalog according to the membrane sys- tem. Refer to FM Loss Prevention Data Sheet 1-28 for special consid- � � � � � erations regarding perimeter and comers of the roof. Bitumen Attachment:When mechanical fastening is not preferred or For additiondl infonnation, contact your loCal may not be practical, such as on concrete decks, hot applied bitu- Atlas Dlstrlbutor. men may be used (except for ACFoam Supreme). When using � � asphalt on concrete decks, priming is necessary. Precautions must be ,�`� taken to prevent bitumen drippage.When using hot applied bitumen � for attachment, care must be taken to apply the bitumen in sufficient STRtJCTURAL�MOO� quantity to totally cover the available deck surface (18-30 Ibs. per CORPORATION square).To assure embedment,the board must also be stepped on at ' several points while the bitumen is still hot enough to allow for posi- 4000 LABORE RD. ■ ST. PAUL, MN 55110 tive attachment. The recommended ACFoam insulation size for hot PHONE (612) 426-8111 asphalt attachment is 4' x 4'. Due to the uneveness of solid decks, FAX (612) 426-6859 ■ WATS (800) 652-9058 4'x 8'boards are not recommended for bitumen attachment to the deck,but may be mechanically fastened. For proper attachment of insulation to lightweight insulating con- crete decks or poured gypsum concrete decks, follow the instruc- tions outlined in the NRCA Roofing and Waterproofing Manual. ATLAS ROOFING CORPORATION ACFoam products must not be adhered directly to these decks by any bitumen or adhesive attachment method. 1775 The Exchange, Suite 160 Warranty: Other than the aforementioned representations and Atlanta,Georgia 30339 descriptions, Atlas Roofing Corporation (hereafter, "Seller") makes GLU-LAM 7RU55 LA!*POUT 1/4" = x!_011 2 K 6 BLOCKING A" PERIMETER AT GA5LE ENO - 2 X 6 DECK, 1 I/2" BC INSULATION k 4" N.5.1. 1 —A 1 1/V 5OARD STOCK @ 4" N.B.I. LAM RIDGE BEAN+ 5 AT HANGER 5 A/ SHOP APPLIED TOP VIEW 2X6 DECK, 1 1/2" BOARD STOCK INSULATION t 4" N.B.I. 'T -I' TRU55 --, GLU-LAM BLOCKING 1 AT EAVE A c • 0 0 '5-5' ANGLE EACH 51PE ATTACH TO TRUSS AND TOP PLATE N 3/4" x 3" LAG BOLT5 AND 3/4" x 6 1/2" M. BOLT ,APROVFD FOR PRODUCTION FOR YOUR FILES & FIEiD USE REVISED SWC Order WOOD CPORATION 1 . �56 1 9 Project: Ton Eiden Model SWC Drawing # lLoeation: Orono, MN C161051 :e 1 12-3-416 „e 1 12-20-gb • i Sheet i of 2