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AF - 41731City of Fridley, Minn. BUILDING PERMIT NA _ ssls � _ � �� O�� At@: P�� d �WII@i: ' 811�� Adares.a Address ` � LQCATION O BUILDING No. �� st�t �Part of Lot ��._.___ Block �..� Add3tion or Sub-Divfafon� � Coraer I�ot _ In�ide Lot � Setback 6� ��._ Sideyard �� Sewer IIevation � �. • � � � F�on Elevatfon � � °�� %� t�F ��,� ��•�� DESCRIPTION OP BUILDING To Used : �t �� nepth � x�gnt ..�. � sq. r-t. ��cu. �� Front �s.� Depth ITeight -�—`° Sq. Ft. �y�-�-L� Cu. Ft ��J�� Type of ction F�t, s'% be Completed Ea cons4deratton of the issuance to me of a permit to construct the building described above I agree to do the proposed work in acc:ordany with the drescription above set� f�and in �npliance wit�} a�l proviaiona of ordinances oP the city oP Frfdle . l�) // // In conafderatton of the payment of a fee of $.�6.�'� , permit is hereby granted to to construct the buflding or addition as descMibed above. Thia rnait ia granted upon the express condition that the person to whom it ia grented aad his agents, employees an�workanen, in all work done in, around and u�n said building, or anypa� thereof, shall conPorm 9n all respects to the ordinanc� of FridleY� Minnesota regarding la:ation, constructfon, alteratlon, maiatenance� repair and mov3ng oP bufldfngs �� dty Ifmit� and this permit may be revoked at aqy�p�n viol� of any of the provfaiona oP eaid 7a / / Builtiing' Inspector n NOTIC� 1'61s psemit dos� not eorsr ths eonsteueHon, Ieshlldloe tor vrle�ee. P«v+6. 6p 6�8. �wn or wNsr. B� mro te ss� tln BulWiea I�r tor ssparaN p�rmhs Por lkss �. .- � " -�: �., r �� . i LEiT AND FARM 81TRV�YB CONBTRUCTION St1RV6Y6 ROBERT A. BUSCH �a� e�rt�ri+ter�or R6C3I8T6R@b UNDBR LAWS QF BTATE OF MINNESpTA � PF10NB PARicwAtr 4-8908 � •- •' - 28,21 30rH AVE. SO. MINNEAPOLIS 6. MINN. . SURYEY�R'S CERTIFI�ATE ` �� •• . 6 x r _ - F . - � _ �9�� . '_. . � . . °� � 1� p - � ,� ��, �� ' --- r `�4t� _ ..�. .�- � �� -� ; �'� ,, e TOP�iRAPNICAL PLATTINO F j . � I � � . ,� j. ° r . � � , ` � i+� ? d � _�' ;' I . . ' � f � a .� � � � ! ' �J ` .. , a � S �� : � �. Q ,�, N � � . � � �x� .� ..�.... .� � �� - � � ( t I � � — I � �f r I '. i e • � ,� � `�w • �..� , �� • �_ ' . �. _ . . 6� . � r �� , �, � � �. �� , � 6� �-- _ � :.Q i , :Sa t ; I 1._.._ _ _ __ __ �. � __ � � _ . � � =. a ' • ` —�: . . f . � •'� ' .. . • � 1 ��a�� - �'°_ �� _ � ' . �a� �— 7�;�0��. I hersby �ertil�r Lhat thi� ia a truea and� �orrecL repre�en�ation et a snr�ey o! the bo�nde.riee �!; Lot� 1' Hl.00k 1, �isyne"e First Aildi�lon, Anc��a Count�, MSa�eao#�, and o! the loce,�io� of �13 bui3din6ra, �t s�y� thereon aud e�� viaible eneroa�iunent�, ii sa�e, tr�a� ox° as a�id lo�. As rt�t��eyed by me thie 5Lh d�,y crf Febrc�a�r�r �.96�0 , � f . , , � �� .� s � ��— • _ -bay � y `i"�a 81GNED Y� �L�"�'�"� � �� ' MIIV� RE6�RATION IVO. 7088 � ��'�'�� _ � � E� m � � i < � � N � � � � a p � O � x �r� "� Y y x �Z � �� O y M M � � � � o � � � z � � � � � �—," � � � o � �E m � U! 4� � � .. L1 9 y , `j � � �' � `'W� � � � � � � � o � N�� o�. o � O y • m : � : - � � � x �a x �a 0 N � 0 o a � {�y {� {fl � H ��H V C�''' � � � � � 9d '�tl 0 � 0 0 0 0 O � � 0 O � � � C� O r � � x C � K I W oe " �� 'J' y o � �o � � M N . A � N • R • E� �� 0 O l'19 � o � y � � � � o �• z � � � i � � o � � � � �' � z � � � A 0 � M � � � � � � '� a o � z 1 � �J � � x M O � �� a w o °d � � �� x� �. eD � � M ' m �� M V, O e�o � � � R° y �� o� 6 � � � � � N N � � en en o 0 O O O O fA {A {A fA o � a w � � � � � � � � � � 0 � � m � 0 � m � � � g � � �� ' � � ��' R° �o $ � � � p � � � � � ro � � � ° �� ,g� � . � � a, � � o p, � : � .. O . , � p g : : O d O O : : : � � � � N � o °o °o o° o° fA {fl �EH iA d d a o. � y � M � � . � � ¢ +C � � � ��d�' S � m� �� ; � ,��_ . � � a � � �J � ; o •- 3 � m �' R° �' �� v �� m � � o � � � � D � aca�'n : : r 'O � t� Q� O . ' � p o • • � G . . . � ; � � O � .�� 0 � � � 'a. 0 = '• �� '� �� 0 � o. =o v< <, � � � � � = �,. �s � m � .i 0. 1+ - � � � � � en c o 0 O o O p � 0 � �� aa� b�� w M � Fii t�i� O4 C •r � m �� a p '�*� � e o � p S"'°. .0 � e°�� b � �� °� � dp��e iy� � N• ��.y y �_ m bd � �� 5'i� ��yro ... � py`+w� �a�p �'�,o �! p�� A a� �.� �� . �Nf�DM �� G e �M � � fD � � � �� H n m C m d � » M � � db' � a � � V O p M � o'- I _�CCULATIONS � R DEPARTMENT �F BUILDINCS��,,� - � �� =- - _ ��r�ps A.S.H.V.E. Construction No. Iasulation Guide _.,,.�s ` I Doors '�eference Out. � 11 Int. Wall Ceiliq,g Raof F{oor Kind How Ap lied es No e �No " 19� � ' � _ Fl.� `� n Width Height Fl. ��; �� Room Leng ,�`° idth �'.�.�,, Heigh n ws and �oors—Crac e and Area Qlindows and Doors—Crackage and Area_ tVidth Hefght No. ot Llaeal it. Area Wldth HeigAt No. ot Lineai tt. � Area . No. ot pane ol Dane IlBhte ot crack eq. tt. No. ot pane ot Dgne - Itghte �ot creok e�. [t. �� ` - � _ � � .� - � Coef. Btu Cotf. Bhl Inbltration r � �� 4 In6ltration ��" �t ,� Glass -' �. ��.� Y:l� ��. � :� Glesa .r � :�T ; ,� Exp. wall — -- - . Net exp. wall � InL ws Ceiling Floor � tcequ�reci•sq, tt. G.u.tz. or sq. ms. W.A. Leader area �� i� Fl �. �oonn 1 Length Width Height Windows gnai Unors=-Crackage and Area Wldth Helght "No: oL L1nea1 tt. Area No. ot pana oI Pane IlgTte ot cracB aa. it. � � � ` � Coef. Btu In6ltration � �lass 4 t � ,;'°o*� �' � �,: .., Exp. wall Net e:p. wall Int. w�ll� F�cp. wa11 lalet esp. wall - Int. wall Ceiling �' � Floor Totat Bcu. � '� ` :� Required sq. ft. E.D.R, or av. ins. W.A. L.eader area Fl.l _�,� `�`' Room I l.gngth,�' Width ��Ieight Wind�ows and Doora—Crackage aad Area w�acn Helg6t No. ot L1nea1 [t. Area No. o[ ane o[ Dgne llBhte ot crack eq. tt. �. - -�-�.-- .. d�� .'tS d�"`...�� '�r+rs� - _ f, lnfiltration � Glaas �.. � Exp. wall " Net ezp. waU Int. wall ,.�' : Ceihng ...� -� _ �- �. . Ceilin ' __�_ _ : 8 -- Floor •� Floor � 'fotal $tu. ` �" � otal Beuo ` a� Etequired sq. ft: E.D.t�. or sq. ins. W.A. I,eader are e' � Required aq. ft. E.L3.R. or aq. ins. WA. L.eader �a Ft. �, , ,.P> ':��,.�Room ( Length Width • � °'�Height Fl.� Room I Leagth ' iVidth � ,� T�eie Windows and Doors-Crackage and Area � Win ows �nd Doora—Crackage and Area wlJth Helght No. ot Llneal ft. Ares Wldth Helght Na ot Llneal tt. Ares No. ot Da�e ot pane IlgAte ot crack eq. (t. No. ot pane at paas Ifghte ot craek sQ. t6 °�, � � ' � � _ , i . 1: ` Coef. Btu lnhitration - - f`, �.`z � �`- ,¢' ,,�i.:'' Infiltration Cslaas , w� N� � : � Glass �> ;. ' Eacp. wall ; §� ` Eap. wall '�Vet exp. wall . , . � Net e:p. wall �nt. wall " ' Int. wafl �Ceilin8 `�' Ceiling Floor � '� °'', �`' :q �.. t :, Floor Total Btu. ,� ,; y_„ ,�, Total Btu. Required sq. ft. E.D.R. or sq. ins. W.A. I.eader area �� .�. ` Btu �: � ( " �,r� "i..: � t,>� . �'.' A� I Ir � � ' � ',r ,� -�:�' <' ired sq. ft. E.D.R. or sq. }ns. WA. Leader area }� ; � �� s�e�ecT . City of Fridle 2 8 � � 3� ,`��6�� TME TWINS g u I L D I N G P E R M I T R � `y _____ COMMUNITY DEVELOPMENT DIV. ^ /�D r � � PIiOTECTIVE INSPECTION SEC. � �� i .1 , � 1 /'�'1 � CITY NALL FRIDLE� SS1�$ NUMBER REV DATE VAGE OF ApPqOVEO BY �----�' �•' 612-5��-3a50 s�aF�s 12/18/98 / / JOB ADDRESS 490 Fairmont Street 1 IEGAL LOT NO. BLOCK TRACT OR ADOITION SEE ATTACNED DESCR. 1 1 �a t S SNEET 2 PROPERTY OWNER MAIL ADOR�S$ 21P PHONE Candice Mohammad 3 CONTRACTOF MAIL ADORESS Z�P PMONE LICENSE NO Twin Cit Exteriors Co - 4 ARCHITECT OR OESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDiiESS 21P PHONE IICENSE NO 8 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW O ADDITION ❑ ALTERATION � REPAIR O MOVE ❑ REMOVE B DESCRIBE WOfiK Window re lacement 9 CHANOE OF USE FROM TO STIPULATIONS Provide smoke detectors in all sleeping rooms and on all Ievels of the dwelling. Note: Send Inspection Report Corrections. TYPEOFCONST. OCCUPANCY GROUP OCCUPANCVLOAO SEPARATE PERMITS ARE REOUIRED FOR ELECTRICAL, PLUMBING, FIEATINCa, VENTILATING OR AIR CONDITIONING THIS PERMIT BECOMES NULL ANO VOID IF WORK Ofi CONSTRUCTION 20NING SQ. fT CU FT AUTMORIZEO IS NOT COMMENCED WITMIN 80 OAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED Oii ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED NO DWLG. UNITS OFFSTiiEET PARKING I HEREBY CERTIFY TNAT I NAVE READ AND E%AMINED THIS APP�ICA710N STA�LS GAAAGES AND KNOW TME SAME TO BE TRUE AND CORRECT. ALL PROVISIONS Of LAWS VALUATION SURTAX AND OROINANCES GOVERNING THIS TVPE OF WORK WILL BE COMPL.IED WITN WHETMER SPECIFIED MEREIN Ofl NOT. THE GRANTING OF A PERMIT �5972 �2.99 DOES NOT PRESUME TO GIVE AUTHORI7V TO VIOLATE OR CANCEL THE pEqMIT fEE SAC CNARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- STRUCTION OR THE PERfORMANCE OF CONSTRUCTION $112.2.5 Fire .SCi $5.9% P�AN CMECK FEE TOTAL FEE License SC $5.00 $126.21 S�GNGTUAE O� CON'AACTOA OA AUTfIOpIZEO AGENT iOAiE� � WMEN PFOPERL V LIDATED THIS IS VOUR PE$�1` T � �' � S�GNOTUAE O� OWNEp��F OWNEABWIDEp� �O�TEi � LOG ±NSP � � paTE R7EVV ' ADDN ALTER �� [l [l ConstructionAddress: L'egal Description: Owner Name & Address: Contractor: Address: g/�� 2 CITY OF FRIDLEY SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION �J � 7�; Effective 1/1/97 �� a��U Tel. # /% %�'/ %� MN LICEIVSE # p�� r , �Tel. # �/07 ��? ��/� � �J Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IlVIPROVEMENT LIVING A.REA: � Length Width Height Sq. Ft. G�GE AREA: Length Width Height Sq. Ft. DECK AREA: Length Width Hgt/Ground Sq. Ft. OTHER: � Construction Type:_ /�1��tp,l Fstimated Cost: $ (Fee Schedule on Back) Driveway Ctiub Cut Width Needed: Ft. + 6 Ft = Ft x$ _$ DATE: p7° 7 - % � APPLICANT: Tel. # ( /�- �� 5- �i7.� % Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee Sewer Main Charge TOTAL CITY USE ONLY $ Fee Schedule on Reverse Side $ .001 of Permit Valuation (1/lOth%) $ q� , $.50/$1,000 Valuation $ $950 per SAC Unit $ �� $5.00 (State Licensed Residential Co�tractors) $ Alt. "A" or Alt. "B" Above $ $450.00 Conservation Plan Review $ Fee Determined by Engineering $ Agreement Necessary [] Not Necessary [ J $ �I STIP TIONS: J��,�1//�� p��` �'��i�.=�� 'c.�r- /'J .�G C��i�/�G-- � �j, �/� t�ot! �11��,�'f/ /� �,%'"�1��/.��-- /I�T�' �� ,r��/�.tD ��z� � .L��7/�d' . • C� O � � � O Z D � � 2 D r r m m v � O G O m v v m � c � C) � m n � O z � D D z 0 D m iTl rn I D � Z � C � � N m � � O Z C) 2 m � O I� � m m � � � C � � A1 co co � O a !.J °• � � � � Z � D � � � � u' O � � y � � � a � � c�p D � o, Z cu � Q A N � � m � o o � ? D A v � � � � Z � � r m � O 2 � �� N N �� C N m m� Q� 3 � � ° a v� v� t�o c�o �� o T � � fG � lp fD � � ,� d �.' N !D .� m A N � � W � � � � Z. �--� � �I � (0 fA � I I � � w �� Z � � m -p �° �a � ~ w � � � 1 T N y . � � � � � � � c � a � � � .-. �I I I I I I I I I I I � N 0 0 D tn � � � C 1 Z � v m a � Z m � � Ci O � � D ., C � � G7 o y .:� C � � �+ �- = Qo � 7 {.f l � �/i v �; � � �. ° � S -n : N � C � N � � O �x � � i � � � � i � EN � �y � d! d► 6�! lA fn H! N) d O O v O V V V V�J1 A V 00000g0000ao 0 0 0 0 0 0 0 0 0 0 0 N � = • 3 a a: � � � � c i� y o fD » a N � � � � m � � -� Z O � f I La � � � � a � � y I � � w O � � � fD � � � ? N A1 , '� , g � � O o' � � � w �', � , c i m ! a, , � � � �- : � n I � p 1 � ` � � n f . j C 4 � �i � � 'D C � � Z �ii � X � m � m tI) z O � m � O. � � � D v v � � � � �c � � � � � A � � z C � � m � O T � X � m � � � m m Z � a n J � Z n 0 � i n � � D tll � Of C7 n��i a w° � 0�1 '� j � O � � � A 2 � � (11 y A � T1 N � �` fD Z z m -�o n � O Z � < � � � � D � � r n � O Z � O � � r C � � z � a Z O � D � � � Z � '9 m � � oa � O �' � O p1�� /A/, � 6 � C ¢1 � � � � 10 � � � T � � 0 .�� SuBJECT , c;ty of Fridley 3 4 0 0 6 AT THE TOP OF TME TWINS g U I L D I N G P E R M I T r � � �� ,� _.�� COMMUNITY DEVELOPMENT DIV. f � � PROTECTIVE INSPECTION SEC. 1 . � � � /'�'1 � CITY HALL FRIOLE� �S�3Z NUMBEIi i1EV DATE VAGE OF APPROVED BY �"""� � ,�� 763-571-3450 9t0-F15 10/30/03 � � JOB ADDRESS 490 FAIRMONT STREET NE 1 LEGAL �OT NO. BLOCK TRACT OR ADDITION SEE ATTACHED oesca. 1 1 Wayne's First Addition SHEET 2 PiiOPERTV OWNER MAIL ADDiiESS 21C PMONE Candice Mohamned 490 Fairmont Street NE 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Lakeland Remodeling Inc 5251 4 Street NE, Columbia Hei hts, MN 55421 612-328-1109 d AiiCHITECT OR OESIGNER MAIL ADDFESS ZIP PHONE LICENSE NO. 20316205 5 ENGINEER MAIL ADDRESS 21P pHONE LICENSE NO 8 USE OF BUILDING Residential 7 CLASS OF WOFiK O NEW � ADDITION ❑ ALTERATION p REPAIR p MOVE O FiEMOVE 8 DESCRIBE WORK Construct a 16' x 32' Dwelling Addition 9 CHANGEOFUSEFqOM TO STIPULATIONS See notations on plan. �� efor� dig�en,� c�lr for SE�PARATE PERINdTS �II utility locat�on� EaUIRED FOR: 4�002 P1UI��INGG AN� SI�N� �E�UI ED �� LAVY SEPARATE PERMITS ARE FE�UIqEO FOR ELECTfiICAL, PLUMBING, MEATINp, TYPE OF CONST. OCCUPANCY CiROUP OCCUPANCY LOAO VENTI�A7ING OR AIR CONDITIONING THIS PERMIT BECOMES NULL AND VOID IF WORK Ofi CONSTRUCTION LONING SO. FT CU FT AUTHORIZED IS NOT COMMENCED WITHIN 80 DAYS. OR IF CONSTRUCTION OR WORK IS SUSPENOED OR ABANDONED FOR A PERI00 OF 120 DAYS AT ANY TIME AF7ER WORK IS COMMENCED. NO DWLG. UNITS OFfSTREET PARKtNG I HEREBY CERTIFY THAT I MAVE FEAD AND E%AMINED TNIS APP�ICA710N 1 STALlS GARAGES AND KNOW TME SAME TO BE TRUE AND CORi;ECT. ALL PROVISIONS OF LAWS yp�VATION SURTAX AND ORDINANCES GOVERNING TMIS TVPE OF WORK WI�� BE COMPLIE� W17H WME7HEii SPECIFIEO MEREIN OR NOT. TME GqANTING OF A PERMIT �37f2O1 �IB.CO DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLA7E OR CANCEI TME pEF1MIT fEE SAC CHARGE PAOVISIONS Of ANY OTHER STATE OR LOGAI lAW REGULATING CON- @ STRUCTION OF THE PERF E Of CONSTRUCTION y�522.55 Fire .SCi �37.2� , PLAN CNECK FEE TOTA� FEE ��'��'�� License C $5.00 $583.35 S�GNa UpE O� CON�Q4 OA Op AUT„Op4ED AGENT iO�TE� � WHE PROPEpIY VALIDATED TMIS �S VO R PER IT � � S�GNaTUAEO�OWNEp�iFpWNEABU�LOEpi IOA/E� `� �D hS� f�Gf s�.' NEW ADDN ALTER � � CITY OF FRIDLEY ,(� 6431 Unive�sity Ave NE, Fridley, MN 55432 '(] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION Construction Address: - l � � Legal Description: _ Owner Name 8� Address: � Contractor. �� " Arlriracc• ��.1 � �''1 � -� u ► r rt,E�7' � � � V ��c Effective 1/1/2003 (763) 5T2-3604 Bidg Insp (763) 571-1287 Fax � �i� � � � � / _, Tel. # ' � � MN LICENSE # �..�� f ��, Te�. # � � �� 3� � � f l � � ,, � Attach to this application, a Ce�ificate of Survey of the lot, with the proposed constructian drawn on it to scale. DESCRIPTION OF IMPROVEMENT ING AREA: . Length � l° Width � Height � Sq. Ft. � t� W . . � GARAGE AREA: Length �dth _ Height ,_ Sq. Ft. DECK AREA: Length � Width HgUGround Sq. Ft. OTHER: ` \ , ,�, � q v �� 7 �c�l �'� Constru�tion Type: � � * �� `'� �'— Estimated Cost: $ � ° Driveway Curb Cut �dth Needed: Ft. + 6 Ft = Ft x$ _$ DATE: � � `�� --(� APPUCANT: ,�4°�'i1t�-�,� �v' � � � i 4rK5 �� Tel. # �n I "1°-3� �� Call (763) 572-3604 for PeRnit Fees if mailing in application. Fax to 763-571-1287 if using credit card and we will call you for card number. CITY USE ONLY - Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Cur� Cut Escrow Erosion Control Park Fee Sewer Main Charge TOTAL � $ 1, $ -� 7 � �� $_ I �� . (,¢C' $ � $ � � �C� � $ $ $ $ �� Fee Schedule on Reverse Side .001 of Permit Valuation (1/10th%) ' $.50/$1,000 Valuation $1275 per SAC Unit � $5.00 (State Licensed Residential Contractors) Alt. "A" or Alt. "B" Above $450.00 Conservation Plan Review Fee Determined by Engineering • , Agreement Necessary [ ] Not Necessary [ ] ��/ o��C��,� �i T11II_`�r•7��ii :,: . BUILDING PERIVIIT FEE SCHEDULE The Chief Building Official shall, before issuing permits for the erection of any building or structure, or for any addidon to any existing building or structure, or for any alteration or repair to any exisdng building or sttucture, upon application therefore, require the payment by the applicant for such permit of fees to the amount herein below set forth and in the manner herein provided to-wit: TOTAL VALUE $1 to $500 $501 to $2,000 $2,001 to $25,000 �25,001 to $50,000 $50,001 to $100,000 $100,001 to $500,000 $500,001 to $1,000,000 $1,000,001 and up FEES �23.50 �23.50 for first $500 plus $3.05 for each additional $100 or fraction thereof, to and including $2,000 �69.25 for first $2,000 plus $14.00 for each additional $1,000 or fraction thereof, to and including $25,000 $391.25 for first $25,000 plus $10.10 for each additional $1,000 or fraction thereof, to and including $50,000 $643.75 for first $50,000 plus $7.00 for each additional $1,000 or fraction thereof, to and including $100,000 $993.75 for first $100,000 plus $5.60 for each additional $1,000 or fraction thereof, to and including $500,000 $3,233.75 for the first $500,000 plus $4.75 for each additional $1,000 or fraction thereof, to and including $1,000,000 $5,608.75 for the first $1,000,000 plus $3.15 for each additional $1,000 or fraction thereof . CURB CUT ESCROW (Concrete Curb Streets Only) � Removal and replacement of curb and gutter only - driveway width plus 6 feet, times the annually determined rate. Permits for construction will be issued a minimum of 24 hours from the time of application to allow for proper review of the proposed structure and of the construction site. •, VERIFICATION OF FOUNDATION A Certificate of Survey of the lot, showing the location of the ezisting � foundation will be required before proceeding with the framing. New Houses Onlv .� r _ _-- �� a ; � �e w-� _ .��tf�- - -- __ __ -- -____---------- __ � ��__� - ( --- - -- --___----- `�, � ' �'� � h : --- - - - - - � ------ - - - _�_ � e�c�4� ----e�cl�--_ __ _ � __�_--------- -��--- 0 � � � _ , _ ------ --- �.�� d�--�-- ---- -- ___. _. �---------------.---__ _ -- _ _--__ _ ----___- -� ---- ------- --------------- -r6 - � _ �- -------� �,-- �. �. , --__ ____...�_ _� ___. -i r. - ----- _ _____ ---_ __ ___ _. _ 3 _ - --____- �"—_ �- � __-- -- - ------- ___ _______ ___ _---__._ ___._. . ,¢ �1..► __ ._ _._ _ __--- -- - --___ __ ___ � ______----___� _, __ _._._ _.._ _.. __ f �'_ _ _ _.------�- � _ _ _ _ __. � _ _ � _ __ __ _-- ------- - -- -� -- �� _._._---____----____. _.__ --- -- _ ___. __. _----. _--- -__ _ _. ___ - - _ �� -- �-- _ � __ -----____ ___ _. ___ _ __--- --� --'�" � -- a ---------� �,-- _---� ------�; ` - -____ _ --- _ _- � � '� ..�.. � � � -� — � - � --- _. ------- — - _____.. � � --- -- `�--- - V � -- — —*,-�-._______� _. _.__ � 1 --- -------- -----____ _- _ __ �� n^ - - - -- !- �- - •�- _ — ---- �--�- -- -- . _ - -- _- ---- - REScheck Comp�ianee CertiSicate 2000 Minnesota Energy Code REScheckSoflware Version 3.5 Release le Data filename: C:�Program Files\Check�RESchecklMuhamm�.rck COUNTY: Anoka STATE: Minn�ota ZONE: 2 CONSTRUCTTON TYPE: Single Family DATE: 10/21/03 b .�..� . COMPLIANCE: Passes x Maximum UA = 142 Yow Home UA = 122 14.1% Better Tl1an Code (UA) Ceiling 1: Flat Ceiling or Scissor Tn�ss Wall 1: Wood Frame, 16" o.c. Wall 2: Wood Frame, 16" o.c. Wall 3: Wood Frame, 16" o.c. Window: alside: Above-Grade: Vinyl Frame:Double Pane with Low-E Window: alside: Above-Grade:Vinyl Frame:Double Pane with Low-E Window: Alside: Above-Grade:V'inyl Frame:Double Pane with Low E Door: stanley: Glass Wall 4: Wood Frame, 16" o.c. Floor 1: All-Wood JoisdTniss, Over Unconditioned Space ss, Proposed and Ma�mum U-Factor Averages Above-Grade Windows and Glass Doors Includ� Foundation Windows > 5.6 fl2 Floors Over Unconditioned Space �! Gross Area or Cavity Perimeter R-Value 512 38.0 128 19.0 128 19.0 256 19.0 32 15 � 20 512 13.0 512 38.0 PtoPosed Average U Factor 0.263 0.026 Permit ATumber Checke� By/Date � � � Glazing Cont or poor R-Value U Factor UA 0.0 15 0.0 8 0.0 S 0.0 9 0.300 10 0.3Q0 4 0.300 12 0.100 2 0.0 41 0.0 13 Maximum Allowed U Factor 0.370 0.033 COMPLIANCE STATEMENT: The proposed btulding design descnbed here is consistent with the building plans, specifications, and other calculations submitt� with the permit applic�tion The proposed building has been designed to mcet the 2000 Minnesota Energy Code requirements in REScheckVersioa 3.5 �se �e (formerly MECchecl� and to comply with the mandatory requirements list� in the REScheck cli geklisrt. e e%�� B1111�T/D2SlgII8I' �� BLC � `�� RESclaeck Inspection Checklist 2000 Minnesota Energy Code REScheckSoftware Version 3.5 Release le DATE: 10/21/03 PLAN REVIEW AND INSPECTION ISSUES This list af items may be helpful for Plan Reviewers and Building Inspectors to use as a guide for enforcing the Minnesota Energy Code. The items apply to Crroup R, Division 3 Occugancies, one- and two-family residential dwellings. The items marked with * apply only to detached one- and two-family residential dwellings. PLAN REVIEW ISSUES FOUNDATION INSPECTION [) foundation wall insulation R 5 minimum [ J foundation insula�on extends from top of wa11 down to top of the footing �] elrterior foundation insulation is covered by a protective coating finish CONCRETE SLAB OR UNDER-SLAB INSPECTION I l slab on grade perimeter insulation R 5 minimum [] slab insulation extends from top of slab to design frost line or top of footing [] floors over unheat� space R 30 minimum WINDOWS / DOORS / SKYLIGHTS [) avera�e U-value is 0.37 maximum for windows and glass d�rs (excludes foundation windows) [] window U values cansistant with building plan and RES check Certificate [] window and door areas cansistent with building plan and RES check Certificate MECHAIITICAL VENTILATION ISSUES [] residential mechanic�l ventilation system provides adequate ventilation per caie re,quirements* [] furnace efficiency is consistent with RES check Certi.ficate or building plan [ J protection against �cessive depressurization is installed per c,ode requirements* ENVELOPE INSULATION FOR PLAN REVIEW [] interior basemeirt insulation R-5 minimum (if no exterior insulation) [] ceilings witla attics R 38 minimum or consistent with building plan and RES check Certificate [ J wall framing and insulation level is consistent with building design and RES check Certificate INSPECTIUN ISSUES CONCEALED INSULATION Framing and Sheathing [ l wind wash ba.rrier installed at attic edge [ l exterior wa11 comers framed so that insulation can be install� after exterior sheathing is installed [] intersecbians of interior partition wa11s and exterior walls fra.med so that insulaxion can be insta.11ed between the partition and exterior sheathing after exterior sheathing is installed [] gaps betwcen framing less than one-half inch are eliminated by s�uring framing together or are insulated at the time of assembly * [ l all genebrations between canditioned an.d uncondition� spaces made prior to framing inspection are sealed * . Interior Air Barrier ' L l all fire stops are air s�aled [ J pipes, ducts, wires, wpment and flues and chimneys through the interior air barrier are sealed [] a sealed continuous �terior air barrier is installed on the warm side of the building envelope at ceilings, wa11s, and floor rim joist az�s * [ l� bamer belund tub �and shower is sealed and protected [ ] recessed light fixturespaze seai� Ercvedope Insulation [ ] basement insulation P [ ] wind wash ba.rrier on I l loose fill insulation is [ ) insulation on skylight A[tic Insudation [ ] attic access pane [ ] attic card attach� [ ] notific�a.tion of at This is a summary only. t Department of Public miniinum 11 separating house and gazage is sealed :vented from entering �e eaves a.fts and wa11s exposed in attics is supported on the unconditioned side insulated to R 38 for ceiling panel and R-19 for wall panel l to framing near access opening c R-value and date of installatian posted neaz building permit inspection c�rd requirements ma.Y aPPly. See the Miimesota Energy Code. Questions? Ca11 the ice Information Center at 651-296-5175 or 1-800-657-3710. , e Certificate of Survey for: f�M w� Candice Mohamrr�ed 490 Fairmont .St. NE Fridiey, M(� 55432 �b3-71�-'l��t �s t - �l? - �S?S scA�: � p=:��' . Basia of 8earings is A�sumed. M attke Su rveyin g& En g in eerin g, I n c. � �otq� Uon Yonureont Set (IiL.'i ,�,z, � Denol•� Iran Man�m�mt Famd . 7671 Central Avenue NE Fridiey� MN 55432 (763) 783-0300 Street NB �,�o�eng� o�t P° � ��D�rC� i i� Found Iron Nlonumen�: o E. • 4� N'� r,,3 i ?� — rs.� �� -e Note: Found Iron Pipe -� � 0.94' YVSW from measured � comer locaticn. Set new � monumen� _ __ �_ Nauge De� � Y � Note: Found bent—over v pipe 0.39' NE of ineasured � comer location, Set new Legal Description: Monument� No�so A (Abstract) �a�$e Note: Found Iran Pipe 1.18' NE of m�.asured corner Iocation. Set nex� monument. 589�4'44'W Chain Link Fence Parcel A(Abstract) I hereby certify that this survey w�s preparec� �ot t, eiocic t. Waynes Flrst Addition. Anoka by me or under my direct supervisior � and � County Minnesota. excepting that part thereaf wnid, was induded in Lot 50 Blodc J of that I am a duly Registered Land �urveyor River Vtew Heights. � and under the laws of the State of Minne3sota. Parcel B (Torrens) That part of Lot 1� Block 1, Wayne's Flrst Addition according th the plat thereof on f(le and of record in the office of the Registrar of Titles, Cou�ty of Moka. State of Minnesota described as follows: Beginning at the NW comer of said Lot 1; thence northeasterly along the northwesterly line of said Lot 1 77.73 feat to the norfheast corner of said Lot 1; thence scuth along the east line of said Lot 1 19.77 feet; th�ce west 75.00 feet to the point of beginning. �-.,e� f�.� i''i�. . Tedd W. Mattke. RL5 � Date: 7�8�d3 Minn. Reg. �V��. 1561� s � 3-�48 ;aa�� .`�� ; �t ;�;; ;,'''��,'�`%� �;''%�'��')'��)�II'�i �-y", ` ..•i .. 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' II `. 1 �� 3'-8°�—;� °-' �'----8� �„_ o �---4'-4°-3;, �- 8 - . i-�: N � ,.;ys . y.y,y; . � ...... `a 2'-2"71'7 f--6=3" 2'-3"� .�.eg �A�_�°— " � I � N 1 : '"_""""'_ 1 i. ----------- ' i 13,_gA � —7'-9° � 12'-2° 11=11" , D l�� //(/ LG G��id�i�/ i�G�i ��L�f 6� T/�� i��-u�� .�� /.,� ;.��'LL.L✓.q�- �--�� c-. �/'D `• /, .2_ � /�� G� ��-. 0 �— �.��`, I j�� . _d� �a a �� ! �,�� - = '� � `i � �� 'I � �; i � !; i 11 i� �,I!l; , � e r . �: �,�- � �1 .. -,'�' '.....}� .. \ ,—`�. � �� t .�..�:\\„--�..\�� `�`� `� • - -��: � i� �I � �I � � �.�— �— — � ' I il (� �� ' ;I l ; I'� I . —. - - - - I 1 , � �'�. ll I � �. �' � i + � � I�� ''��I i I� �� i ' � I. , �: ; . , :I +I ' �,� � ' ' �� I ,i, �i �, _ , , ; ; , , , i �I i�: : � �_ . i. , �i� � i '� 'i '�� '', , �� a� � `� � ; � � � .� � � � L ti � 0 � � � � '� ,� � � � �2� .) _ \ �. � n ` � n g% i � �- � � I � � c � �� . .l i� W.� /` f` � 10-28-03 02:02PM �ROM-ARROW BUILDING CENTER-ELK RIVER 763441T842 � �� W ARROW HUIt.DING CENTER A DTVISION OF CONSOLIDATED LU1�+IDER COIu�ANY 728 RAII,ROAD DRIVE ELK RIVER� MN SS330 PHONE:763 1-2343 �AX:763-441-�842 �� DATE: lbi z�10� T0: � ��4,� COM �i.JST THE FAX # of PAGES: � FROM: � T-467 P.O1/11 F-820 "Dependabiliry from rhe groru,d rep. " s, �, 10-28-03 02:02PM FROM-ARROW BUILDING CENTER-ELK RIVER T63441T842 T-46i P.02/11 F-820 - � - . . r T� �ofsr . T��a1st Sasciller's Cuiae �0� . q� ZOOs Seo�V�� YOU C �n Co��t� On € �••, Unpara)leled Technical Sup�rt �,.� Our goel is to help y� ��ry� solid, durable and com{o prov7G�ng strong techNcal support to specifien, dealers and bwlders � (ocated throu�,hout Worth America. Wlth a�ta1"9� cf c+c� �; 5 Trus jotst :�tinical represEntatn,�s, �„e a�e uniquelY Propar�d to train aur partneR ;» provl�ng camprehensive �pe 'c,f'ication and installation. We eni�an� our t�lning witlt tuftyng edge aubmatian toolf; these p.oducb include: �'Beam� sOflware - ducet sin�t roof appli��;o�, fcr T I� • o�"t�� si�ng oppo�s i� q�r and � 1 �ou� �nd MicrollamW LVL, TimberStrar�d� I��, and Parallar� DSL beams, headers and columns, YJ-XRert� softwa►e - atrtomatiWlly tracks loads throughoutt�te s�ruch�re and dc�velaps s� Solubcn�, ma�a� �;� {�ming plans and ins�aDa6on d�il,�, U YardNlate'" s�are - produces irnrenbory soluGoru and cut lis�t kr �ach home pack,age q� t�e �� ount of cutb'ng and waste, i �Our support doasn't �top ther�. Th� sk,7led tcam of Tnu�oitt repr�se,rtat�_�e indu : I� � �PP�n. �you calf u� with a problem that yau belfeve may be nused ou� ��un't �'d ��""O� a�d makc bu�in�s �ar tp c�valuate the problem and help so(va i� —GIIARANTEEO �Y P`°�uCti, our repn9senG7Gve will cc�d Y� wP�hin one d/nd��r�d�ng Floor Noise l�ny hvmeowner knaws �h�; are ma� sounGs that emanate from a house's waUs and flaors: boards �eak and:squeaj�, ductwo�c flexas and nails rub. In many cases. thnse �aises are di{ficult m Pre�ent �,d should be expech�d, Fioweve►, there u a wre fnr the most cemmon causc affloor9que�ks—tha i�oansPsrentsiu of�awn lumber. Floar jaists oFsaum lumber are unllkelr Iw be tho �e depth when th�� Installed, and subsequent dryfng can magnifjr unevenness. U�lh� {�oor��nc+fl� �. Eti�e :_.�_ Tho Sil�nt �Ioor�)o6�, on d�e other hand, is manufac�hued to `J� s�u�� r. depth and won't shrink ai%sr ins�lle�ion. Thd natvral de�ecis {o�und in ��oni m ensu« that all joists are the same stabfity h manufac�tuured Pn. Using the S(lent F1oor� Joist virtvalty elimin � f1 o noise �used by dimensiona/instab� �.y.l A buil¢er thae us� tf,e 5,7ent Flvor��oist has made a sign;t'tca�t �rt m�� anno�ing poor ueaks. P►��t afl �� normal rounds that �ome frorn a sbvuure, Fro�s burlt wiCh {�e S�lent F1oor� Joist ara much quieter Chs ,t thoje �rame wiih sau� �umber, — GuARANT�'EO '�Js1�81d fl00M�01i� �� BoMESU��g � no.��,��Wr�.�� vb��w.y�'1.'@r"°'°�^,rRa^..+}p aYab�(y(t Oupe�yypw�y� � d�'R� a�e1 .,yd�y'�0/atl m�..mras, EBOM� �V��UYtli��fq�NW1I�0H�p WSN� V �rpfK�jPbl �g��O�� ~pN��NV�411Y/ Un�1wb� iFLf dW1 ra�YPm� pu�C�+.�n ,�::��_�'cr�s,... �� '�"�/`l � ��'� s ', � � 'J , ; ,:., :,.1;�: � .`�4 i '�'2 �h:"i}Z . � i f � i � � I l � 10-28-03 02:02PM FROM-ARROW BUILDING CENTER-ELK RIVER T63441T842 T-46T P.03/11 F-820 � Tivs »;sc • T!ro .�awt S1+ea�ter's Guide ao2� • Avgusi 2aD2 � a �' ICai vi � ' YA ��i� F'OOr�, Syst�m Tru9 Joi \ rlm la�� , � , Onc �! (2�/�) b� n�il oach 9u�o oP' � '''�: ; �� TJl�,jo;�iC a6l�eeripg, p/2" minlM��m '>' / fron9 end (�ypi6At) '� ,• . P.:: . , ��2 , � � ,� u minlmum �nd bf;�nng Orfv� nsi15 at an ang� w min�mlz� 6pliycdnq I � P kry s�rut nnem (1�4 mMllnum). iaston � with twa 8d (2V.�"� rtaU� m+lnfmuM. • TJI�/Pro" iQOTB�ofo�sc .6' on-center m�iMUM ■ 7Jlm/F'ho�' 130 Jai�CS: 8' on•c,�rtt� maximum , i i I 'Pi� WooA Fi�m dlree7, cord.pCG w-rch concrete � DO NtjT a11mv we,�Fe�r eo r� on joiits ramtr7 breoe4. �WuRr MAYRESUir. iV." knockqu� �O EJ'C A�'�Ir►Id(Cp� 12" an-carttr.r B►�7'°�ir� w .��,.-�.: bloching 7s not �egucved Joi6t� muc►i: b�a l�Ily c�upPOr�r.Q Az ct�htllaver and CnA bes�ings bjr y�Q�;ng �nels. har�e,m or dlraet aasschmwsy 'W � fim f�td Dr rtim ja�s - , �� ` lir�r.�d end w�ll — �' ^' A i qeo noC�s 3 undsr � W/►P.PtING bclow i i . �` ��. ^ ^ Ltl Sma de�k (edqer sssachmerw. p�cje 6 �aF N.LOWABI.E H�l.E3 an Pugo 19 w��n�r�� Joists �te uns#able u�tii lbrace,d latel'ally e��g ��a� � •8locki� •HangPr� •Rim Baard . •Sheathing •ISIm Jo1st •SWt Liner i �;�.ci :�Yr ; . / u /sr;r /,f ��.r-� �, 1t"�� c� , l,; . �.�; \� �. �•'\.*�,�+�= •.l';`}fi �. � 00 /YOT starJe �u7diag rrs��io1� Slr�� only� �, WARIWN6 NO'fES: � laek of coru.�n� fo� p►oAer brrdn� d�ting cons4suuc�tion on rcsult in serfous aeddents. Under normal cond�tians ff dre foQowi� guidelinrs �ro obswved� aaldonb w�l pe awnided, �. �� b:OC{Cirte, �1#A�CNi fill) 6D�S .� 1i111�0iJb st th ond ruPpqrt� of the 7�i��ostr murt be o' com eCel� insW�lcd and prope�ly na�lecl. 2. laoera� ap,e�gd,, (�'he a braeed ertd wall or an e�c�sting ded�, mu96 be.�v461ished �t the ands of the ay. Thu �n alto 6e �mplished br a tcm or p�rmanenc d�c (�� {�p�� to tlie t 9 feet af joiats a[ the end of thr bav. 3. Salaq aasrt lincs o/ iz4 (miniroumJ mu+t be �'lod oa a 6►acfld cnd wall or sheadicd drea m in note 2 a� tio eych j�t W(�wut ehts brdc�, bucWing ddc�►vayt or rollaver 6 Afghiy preDable unde� ti�t conctruct,on loads—like a workzr artd vne layer of �,�� :hrathfn& r ` � a, shear�,� �e em �owur at��►,ed e� �a, YI ��°Jofet' befio�e addftiona) lo� e�n be pl�ced °a thc syt�m• 5. E�s oF �nh�c�rers ►equire sent� I/nc� on 6otli �� top and boctom f�u,g�, 6• � f�nges mu�t ►emain straight w'tl�in a Vl�e�.� /�� • � . � 10-28-03 02:03PM FROM-ARROW BUILDING CENTER-ELK RIVER T63441i842 T-467 P.04/il F-820 7�t+� /oisr • TJI� �Qtst Speclflmr'� �wida 2p2g •.qu�yat 2� How to Use These Tables �1, Actermine tlm appropr�ale LIYE LDAD DEFI.ECI70N. - 1. 14enb'fjr tho LI1/e and OFAD LOAD cond�lan. 3. Seleatorncenberspadn�- � � o; t;:,L':;s. �,,ff :�\�i,� ?�� , h.�� 1 � �':.\.: i,4.�;�,�,,��f iI . }n��:�: , k;fz,.�,;�k , t4��nlmum Criteria Per Cod� �/,�360 Lt,ve L,oad Defl�clian a Lcn� term �aflecUoo under dea0 load, urhirh;nc/udm Che etyed of crec has noc fxen considere�. Bofd ita�c �m �� d� 1� ��on � �t�sedTng 0.33°_ P• 4. Spn dovm thc aolumn unhl yau mee� or exceed the �pan oF �mur appilcatJon. � 5. Sdcct Tj1� jalR and dep�, Improved Perfo�aance Systetn L,/4Ba L�ve I.oatl Doflecttan ' (1) Web slif�cnen ue requir�ed at ir�rn�diahe supparis of aondnueui span joists in conditiarg where�dte i�iatie bearing widd� b(ess d+an 5�%q° and the � span on eithEr ride of the intetmedfata braring ir g�eata th.in 17'-5'. � � � G�n�t'a! NOt6S • Tablec are b�ed on: - Uniform load:. - Mqrt rcsblttive of simplo ot eonQim�flus tpsn. - Clcar dlsmnc�e bcNveen supparb (1,/• ° mirtimum �nE baariAg). Asiumrd oomp�oa� attton wiEh a pn�io Isycr of appropRatE span-r.dad, glueaw�7cd wesod iheatfiPng for deflesttan on�r (,�+apa,m si,aq ye recfured Sq�when�sf,�,lA(ng panels are nail� v�fY). A oodvaUowed irttrease f�or repztiyye memba. usta hat b�r� included. For load g coi�dr�ions not �hown, �efer m the load eablc on page 11, �n co � I r\� 10-28-03 02:04PM FROM-ARROW BUILDING CENTER-ELK RIVER i63441i842 T-467 P.05/11 F-820 Trus Joisl�• TJAJadsz Speclllar'e OLMz 2026 • August 200� .�� ... �._ �smows r.ongue and gra�vr, i'rern flaarpanGl ealges � �'PP�� ' 1" o-�un1"` Lo Si15Ure qudli'o�1 nsi6rtg' rJl� �n � naU Dcck neil � Tos naell JoiSt � Exterior Deck Attachment 5truot�ral wcCarlpr ohnmtihin8 \ � 2" Z° min'uMUm Tr�ted � Ir.d�ar' ",., "; ARownbls laad ir � Flaghing 32S lbs RtW� �/z" � �p„alAmc.'t•Ar �ietrila=bo!! �9 �� Tru�.1o'�t rim po�ilxJ . ?:L 6sud wall sy t6° an-cerrCcr't A�Lach panel per n�iMe ,�'° br�Ow U�� d nm uuarm � '� Ir � JI,I � lnsr�ll proper � � binclong'Ca �u ' a1► psnol adga � for inlormaiion on (c�¢rot taad �r refe� t� �t TiurJoilt iim boa�d 4toraturs � �� Ti�r,m�ng edges ofpanefs umd wi�f+ 1�/u ° or llunnar rirrr � . boaid recom,nandc+� by ICBO EvaGatioR Servlc�BS, /n� Rlm Boa�rd Installation � ;; :,c:te ' ot 1 �h° 1' 16° o.c. 18' o.c 6• o,a 6' o.0 6' mr. 6' ac IIa. nt 6' o.a �h' d1n. at b' 1 �M° 1�k° 12' o.c. 8" o.G 6' o.t, b• e.E 6' o�. . 4• ae. O.G n�il , tJr.ck rt�il �"~�Tot rwil Yru� JOiSG rim basna � ,'�, � 1Z' o.a � 6' o.c 6" ae ' dia. at 9' ac I %/e' ,tt�ucwral i shesthf�lg �lrb bn � . a„a,s�,zS•,.� R• �e � �,v�ew�a� � in all othor aroBS:=1 +�°+�+'"B in �I A�t(�) Por code P�r code per cnde Sd cem�rtt�a� at 6' ac 8d oo�nnton ai 9' o.c. $9 mmmo++ �!' 1 Z° o.0 8d mmmon � 1Z° o.s, 3'-9°hl g�..¢+f9 . �� 7D� ' �k° �Pwm �� /�° gf'�m Pa codR Pcr coda Pcr codr 3a 000ler �r 7' o.a 5� �o1cr �E 7• aa Sd CoolC/'aC 10° o.e Sd CoolflV tC 10• O.e. Par eodc 16' °� "�n 16' o.a un'thin 16° o.c m'(�hjn 10 of �rFl�1 6' of comns�l 4' af comcrsd�l NA. (�� A�I �tc�lirtg �►all be F+aP�Y bfocwd ane edtl�d, i4� Op! 6'�8' �Cmd11d �Oar epenirtp iF a�uo0. (2) Dew1 A33 dvu be a rognern4al �wll, eoarbveeed p�r ene.t 999 SBC Woad (s) rr rc��r,od, hold�lo� �n � Sr�,� s�oo�-r� eQa �o-,� -�►-- ar;on F C�muedon Msnual. Vour Bc� cenupon nr,1, at me� m�d er eqwralene qc an al�eme� te hotd.down (3) i�E,l jw so mnrPnuai� odcr aU plak-m plo� �nd pdbrao�nn board sr+ap6 waii shealAu,g may bo a#lxha! as a�oem in A3.1(nafa m%eb�aze 3). add Aid�rbuRCOge[�CI.rC MidrlepU� e�f fhn 6Wid x tiwam inl�.4. /U feun�anen, Fa�ee►� rhe eouom od�e of U�e ol�aorhtn� ee che � piaa. Gener�l No�es a�� e�$ �.�� Nan�ng �.�.�,�na •./�e jots� a� 1=/4°. -�{co J��t p�,�Two Sd (2�1a°) Aox naib (1 wch sld�,1 �/t" m(nimum from end. - At In�pmedi�to �uypor�s: 9�/,t °. • Blocking pan�ls ot ►im jvirt to bearuig plsF� BDoe�rnsg P:i+te19, RQm Baanis or iG'mJasts TJ(°� bladcing panels or rl+n joi� Equtvalrnk to me natl ldiddulc. � Check verojca! loacl trarufier ae baaiings. • Rim baud, iin, jout or dos�re to TJI� joi� • AIlmvable un7orm vertieal leads: 13/ar width or less: 10d (3'� bmc nailr ane aee� a� Cop and bo!!om flango. 7J1�'bfock;n� . .. . . . . . . . . . . . . . . . . .2000 pif TJ1�1Pro° 130T5 nm jots� lbd (3�/�b j bax �7r, one ea�h at oop and lrot�om flan a 'D�A rlm joist . , .2000 p{f g Ttmbebpat►d� LSL —1 �I4° . . . . . . . . . .4250 pff - � minimum �h 61oek� l Od (3") bo� nails. onee eael� at bop and ba,tort� {t�nga. TJ,S�rsnd��im boarct —1�/a° . . . ... . . .�750 plfi _ rRP�° — 1' . . . . . .4Z50 pif I.oads �ay not bo,inerea�ed for du�aqon of bad. . ' < < � .�'�` �:,�P 10-28-03 02:04PM FRON�-ARROW BUILDING CENTER-ELK RIVER Loei� bear�ng Gr 61m�mr s�ll ttbOVt (m�t � c�ck c�r wall bcicav) �lucklny pyn�l Wmb fi�IFfa1Cr� rar{ui�0 aach giar. ac (31W � � , L�ad be�ng waU a�ova (tn45G 9tacic ovsr wa116d�w) i63441i842 T-467 P.06/11 F-820 Trus 1a,� • TII� JoL�t� 9Jtao�Y'rar's GurQe ZGI28 • At�gctSt Zo02' ?atd� minimum , +Qua�h b�ocka Intermedlate Bearing - No Load Be�tiqg Wall Above ,h�„� ._.._�.�,�./ �� ....;t: = � Wcb ywrTeners req�;red cazh Web 6E�ffrnorffi �uiraA � 8y � ��IdeAGa2W ' 8loc�in8 pa►�lr aury be ^c9uer�! ww,�i tl�adr a� ?bovs o� beJaw — me Qel1ai16P � � � � Yo� R�nya hanger \ � 1 � Bmoker bloel� In&rall tigl*� �a �+p Nsnc�a (tigM. tio � Go�Garft fleingr, wiLh i°�Car mourrL i�sru�srs). A7E�tch wii•� r,�n tOd (�'� boo� In�l(fo eUltiahc6l . wh�ri pv�sipio, uveo o�dfran�*�s reqwn:d �t �s of' hang�or do n�c Lrtaraly 6uF� re sic Id�4GL �" of 1JI� JOlSt LOp fLang& dackFr block bath d►dc�, �f we� wiUt 6;nglc Tjt�,jala�y • � "�Sy Filltr block: N�i( wi�h trn lOd (3"� pox Il�,ilta. r.iinGhod � �I�th drrp fla�ige l�ar{ggeri, barkar btou6 regrured onfy !or doainwa�d Loadt c�xcseding 250 U�c o� !o� uplriE conditiaru 1wo 2V2' 6ctew� fur ?.� 5trapping Gonn� tlony . � A�ytytrt6Roar qrlhatMe m al/ contact tiuinCar � ��;::`: Tua AA f2'/2") tr�ac n�Us, '�y�ical /�pGcatr�.►1 lhowii in Nsis grrfde do noe �J� ��"i �PP�� o� a d1�Ely o ft�f�ie�d,� 'c�er7in,� howovQr bpplc�pan 6mt�n�g o"f,� CWI:�Y�I 4��rr�aV►I,ti lJ IELifI{Ip(i W%1B/l lj7a'/� � Jwa�w/6 F�uar and �ek�r B�or,Ac S1zes '(f nex�gq, inamve fiikr a� iudoe� 6ieelc rt�t for f� moune Iw�g�. Mai��cain N�' �D ae tiap of�oi+t �� detai►W. Falcr �nd batke� 6ladc dfmond�eqt ihwW.momm�od� �quhaA +ub�9utgwrthore �plft�y ��s � Fluc�h pl��e wii;h Intiid� {xir.n nP 0 • Wep Stiffener Ati#achmeirt �Ga Vm° minlmum �� +/b° maximur►1 Ti��a:c E�d (2U�') nox r�llf�'z tlinchui Web o�ifRsna� sach eides 7J1��Pro" t00r5 Jolsse: ola� x 251u.'' min, p�'� TJ1�/Pro" !3D �I�sai 1" x 25/i�'' min, . � TighL fJ�+e ?x,� minurrw» rquash 6latks to Web sC�f%r�crmot�riol,riwq 6e PSl-93 or Pft�92 lraruFe. ioaa! a�ound Dt'� fairt Q�$ facs g.ain vartleal � 10-28-03 02:04P� FROM-ARROW BUILDING CENTER-ELK RIVER 763441T842 T-46T P.Oi/11 F-82� 7f�ua lolst • T�� NSt S�aolP�r's Curdc 2o2s • a�pus�c 2D03 ' 2' Car�J[ever Brick Ledge Cantilever �0�'�D� � ��OD� � 1 KnAr rn,sa �a�en 40 P�F Uve Load L1 TJI� jolst9 rt�ay b�. �,a�rtalc�ed up Lo 2'-D" whr.n SUpportirt�g mof 108d, �a�umirug; • dim�l� or canununus span • 1.1 _ L2` Con0u1� tables on p�ye 9 for t+eqµi�d relnforoolnerrt. � l2" le�.h of �/a" relnfare.- mara on one a+tda � E5/E7, bosh al�c9 � E61E8. Acr�ar.n yc Joi�o with ona 8d (2V2") r.nmmon n�,�i a�; c�ch corncr. in.9 Joi�t rim baaM. ! i.ypiti�l. N 1il with 1Ud (�'� �ux naiLs, One � eaeh,9ttap�nA �mfl�,�gc. go. � �.e„ 2'-0" moximum � �,� s�� I— �-a� � AO F'�F llve Lond .,� L2 {,�� 1'J{� joISG�, m,ay G& Gal�Gilevrmd Up Lo fid �u ��m wi�en eu orFing ro�f laaa, �aeumin� • 9im o or t�nuaus �pan • • Ll �r Coneul4 t.ebles on Page 70 for m�uiied reirrForr.�nor�t, Wob �I1�e�tus �q,ulrad rn EtW � G° dlamme�^ m�xlmum holc Por 11�/e =t6° clee p Fi�ack�r� plonolf� 6" diameur mmsxxiimurN 1'ur N � bintkldg p,9nals 91/2" daoP ar �}10ryq� �n iZ° � Iong. Do not cut flang�. ��,1. 4'-0" Iart�fGh pf reinfo►cEr�S�IE 8110rtP• ��L� 81de �ti E.2. bOLh sictfa AG E�3. A�sach �, E2 E3 ��ol�x with Pa (2�/z'� oa►nmon na1� . �� ': `p�, �' ,� ', Ati 6" on-GS►�Ser. VJhcn r�h�fonang aoth ot . ; s{ a' didae, �gger rrsil�. O N.�il th►�ou�ti 2x,, woad barr:ker eap �,qP�O � ` TJ�°� �aisc web wttih 2 rowA tOd (3'h comman na�is ati 6" on•r.ont�r. ._� ... "�� ._ ..� . �� annahr.d � ��{y�}� �� J� . �f ^ ��J� ��i �,� �� " ! �'" - � ,�. r. � S+Ay�`'v"4 �;;��Fit'S"y�" Y � r >>� �� ♦ � � �.�4 � �Q�� ya �, rf"'�,r" 1�V ! s/f eY�i� �/ �. tY� ,�,�}�(! 1 +!�y�� f,.y+�:I Y ;'� �YS • . �a' �"• ,4"�� !i `;�, h �'`� l r>/ u��`,'`f�� } :.j;(:11iti j r u�..� � ��so� � III�` ��'° � .,��;�iL'��'� Blocking pAnBl Gxewcen `I , ` �l o�Gh,�old6� fv0 dr.�'Gh ve�rvlc�l blo�king ati E5 at�d E6, hor►zorit�l btacking mp E'7 anra F.�'. � Nail w'rCh connt�osdang cg�nr�lent TA dedcing scnedu{a (E:7 �na E8) ' Fc�r at�sr co�tr�lti�or�. r.�macG your YruS Jol� rmprzr��lve. � : DO WOTbavel wt joist bcyond �nslde face of ur�11 . .s:_ �" wooa b,�ak,� 6'-0" lengrfi of iJlm joist rein4a�emr� �nd fillor b��k �p �4. U6e At-0° longtn tvlyh 9�h" anG 1l?/e" 7Ji�joi�ts. ACCar.h tp �oiyl wr.b v�sM 3 rnwy tOd (9'h cnmmon nAli& et 6° on-cenEer. eUne�e� U�e'!, raaaY wPCh 9�/� �d 91�/a" TJ�� joi�Ca ♦ B' mawmuM ,..�+: ,:• i:;;;....i� � 'Chese ConclFtiorts Are 11�.OT Permitted DO NOT ust mwri lumbcr for rirn board or blorl�ng , .,. S�VVA Ium6el r�� may shrink ' ' � afba Itr�ll�tion DO N07' iiutall hange.r averfi�nging f�ce of platc w bean� �P �Yi�l (�Cd►ID� plate with °' ' , inslde � pg . " a • wall m �mn ' ° r� 10-28-03 02:05PM FROIu�ARRO� BUILDING CENTER-ELK RIVER T63441T842 T-467 P.08/11 F-820 . . - � - ' rrvo lal�� • TJPlotst 5p8el�a►�s �o �2s • Ar�st 2R02 � Nvw to Us� Tl�is Table f. 1. Id++.�fjr TJI� jolst and dapeh. ' �e�f1d •: • ; � , . . ..a : : • . . ^ ; �„ .'�" • ' ' ..:', .' . � .,...:<. ,,t.,' °�:�� " . die '��,' ��";: L eondition. ROOF TRtJSS SP�W %nral) lhas meec� or exc�d� yo�„ ,� No :rr�nfon�er,t rcquirtd, � ,. ' ~ .,' , '' •, "'r • ''• , ;,�: � r ." ,',, �',!':: . .�,�;'..:,:� .::„� •.},. 3. ,w W�b,�;e�'n�w�ed.� �ao:ofJ aebe�; j'� ..' .`.'-,� •'�°' � '�a�: :,,: .•-�: ftnd ROOF . . • E� .. . � • . � applfeadon.TOTAILOADandON-�ER?�4,v+,�*SP�iCiNGl9orrour '�7.P'�y'�'�Y:48"'raln(o•,",iaoeRienE ..��,,,,,'•��',•...,�s�n8_'��:t�. .' �"'°�:.�bie t�"�, .. , � °n.,.oc°e�id°�°!�oist'r'�s�:di�l �2), �. ` � o�s 4. U�rI.KEND6o p� �.�rt�"�� .;r:"�� .. ��de�FIC��,::: ;.., �'.�. ,�... ..a.•,;r;,��••7:;. i�CiliiBNtC�IfY� � s ti ��. ♦ �� i�•�� t• �,:.;. !7P{ d'.��n�),••.b.� :�i dr�wPng on page 8 far deCailr. ��mern requr (tf a�]. Re/ar q� `��2�� , �;4g'�ier�jo��rccjrip�R �,��r� � � ..a, � "•. � }::, • �,.. :'•` R,,,;s; e[,� �p ' >. f �� a�,��., �.�..� ' w �Y�a.�,�,�� .{�.,,sE�'A��!: �' n�"�i:.��'`.4..`��."{�a�"'•��":�"�� l ' m �,•; M � � ,) � ' i � (� Qeneral Notes 2� Ca11t1�eVef Tabla t► o�; • . I �' 15 pdf ro dead load on s harirontal projectioa ' 80 P1f rlar wall load w�h 3'-0° rnasamum wirJth w(nttow a docr operiin�. For Isr�ger opanfngs, or mult�ple 3'-0° wldth oprnin� �a�d !as than 6'-0' at-uoter, add$ion�l joisstic bcna,th t�uc o rnln 's rnap I� required. P g trlmmers - Morr �' of �Implo or contlnuow floar rp5n. � • Raaf truu w� 24' saffiti. • 3J4° �nforcoment refien to �/a� '6tpon,rra 1' Pt�voOd or other 3/+' '6�posuro 1' 98/2�F ra� she�t6iqg thaC 6 cvt to m�bd� the full depth of ehe TJI� joist Iror�q wl�h f�ce �,,in hcrhont�l. Rel omng.narnb�n„�e bear �ly on tha vr�l( pl.ile. • �� for 2�4 and 2x6 place widt�ts. / � �GfNVI�/�!� �� i •• � 1 I� � i� �� i I I �. � �, I i. I .� � 0 10-28-03 02:06PM FROM-ARROW BUILDING CENTER-ELK RIVER TI✓8 Jo►St • TJ1� Jai�t SpBOA'�s Gutdt+ �� • Ilugtrst �OR2 Mow to Use This Table 1. Idanb'I� YJI� joaf aru! depth, u 2. l�t9e tl�e ROOF TRUSS SPAN (hoe�tO�alJ e�at mdetr or �i y�,r condidon. 9. F�a± ROOF 70TR� L,^•A,^, and �i�i-C�dTER JOISI' SPAGlNG for yovr applir�tian, 4. Uss �GEND ta dabetmina �rinforoamont n�qutred (�iany). Re�er to draunn+g on pago 0 fo� detatls. � � 1 1 l � , . � � . I 1 �riek �edge 763441i842 �-iagein� •.:�, �°r �,,. ..:.::.'::, ,•j0.;1Vo�SrQlp� �Foxcent�t T-46i P,09/11 F-820 0 1 1 1 1 1 f i' i : 1 1 X 1 1 X 1 1 X ' i � x>> x� � x t� x x� x x t x x :� x x x x x x x z x `: p 1 1 1 1 t 1 1 1 ; i i i � t -y � r � �' � t i t t i� t � i t x i. � x � � x •� ► x� � x� i x ! � x x i x x � x x � x x x x x x x x x oo,a>>o,� ' o a i o� t t r� 0 1 1 0 9 1 1 1 1 � 1 X 1 I k I i k o c x>> x i i x o x x t x x i x x ► x x i x x �.x x 0 o t o� t o � t 0 0� o� r, t t o i� a I t� � r i0 1 '1 "'1 1"T y y � 0 1 1 1 1 t 1 9 1 0 1 1 1 1 1 1 7 j � 1 x t t x� 1 x >> x �► x i. � x 0 o i o a� o>> 0 o i o i t o� t 0 o r o i�� 0 o r a� 1 r�� 0 1 T t i 1 1 1 2 0 1 1 1 1 1 1 1 2 o t�,� i� r z 0 0� a>> o� i 0 o i o t r � i t 0 0� a t i � t � 0 1 7 1 1 t I 1 Z o� r i � ti� t 2 � �'�a :��:' "�:: 0 1 1 1_ _ 1 I 1 1 2 Q�� 110t@S 7'able is b�sod on: ' iS roof dead load. ' 8� pi�ez�ario►�A Ioad urith 3'-0° maximum wtdl�h Wtndow or door openu�, For lorgot opcnings, or multlple 3'-�' wldrh oprnin�s spncod Iess th,n 6" ' on-een�r, addrbortal jolvs bene�Fh �1ro openfng i himmers ; may ba virod. ' N�are of simpie or ¢ontiutuo�a floor span. � . • Roof Lnm aid� 24° rof(rb. ' � :/'�9 retrric►�emcnt'�aferstosh� ��'_„^� �rvj/^��OiQ�ii{��/�� Q � 6e�cs,,,�e 1' 48I29 rabed.h�fng that is cut Co mairh tha full depth of tha nl� joi� Ihtta(I with faea �afn Aor�ontaL Rzirtfoain6 merrrbex muct bearfully on the qwll plato. • Dc�st�ed for 7x�i and �6 plaf� widtlu. �• Fa► cvndtdonr b�yond CFu �pe of this tablo, use ourT�-Beam� or , r�-w,�.� aa,,.�.� � � I i � : I I 1 i � i i_ i 10-28-03 02:06PM FROM-ARROW BUILDING CENTER-ELK RIVER T63441i842 T-467 P.10/11 F-820 ' Trus lolst • TJlAJotst 80�f' rer's GufdB 2026 - Aegus�t 2004 . How to use Th;s Table 1. Calculalv e�al toW �d livc laad !n pamds per linral faok (pff). . �s �. SolcxcappcopriacaJGlSTCIFARSPAN. ' 3. Son horimntally to find a TJI� iout ehat meetY or exreeds � total and lire ►osds. � , , 1 � , ��..� P i 1 � � I . �,�n��y eo� �P�FI ' Genprai Notes • T3�lo fs based on: -�,��•� ��. =�lo composi� a¢;on p�avided by sheath�ng. � i� — More �es�rtc�ve of aimple or carrttmiws span. . • rpTAL LOAD Ifml�c jo�st deflection [o UZ40. • LNE L�1D Is based on jols! deflseelon af L/480. • If live load da#I�ction llmit of L/360 a doslrcd, n�urolptivaluo !n , , j , 4 0 � ,,:� , ,�,.. r�,f. '��;,r � � � �,!��;'y�.�; ��:, •:'1'`;>y- � "iir '�aGco- ��?�.. 10-28-03 02:07PM FROM-ARROW BUILDING CENTER-ELK RIVER 763441i842 T-467 P.11/11 F-820 TrusJolet • 7Jlmlois��ecifie,°s°GulOe 2a26 • qugust 2002 7he Tf-poio" Rcrtong Sys2e� !s � soph�d �ompute� mode! �or'�rrru�lcPdng i%ov p�vfor�sanc� Trnsfoist offers tfr� T� Pro' �ating 5y�em en its eacrlrvc'1+� T/-8ea»s� and TJ •°�per6� sofih,srava i na t�7-Pro= Rating System Allaws you t� selecc rrot ontyTrw Joist producit, but other components cvntrtbvting to'the auembty of a flvor u welL Varying the compancr�fs and developing relative perfo�manoo ratin� gjv� you opbottt for enhandng thc floq�s perfarmance. You also get a comp��iwn c�tve�ue to as�ut you in determining the coat effieaairy of yaur selection. This eomp�riso� eaeL vdlue is based on Fho input ca3t o{ decking and the wood v,olume aF flaor joat in yaur �oor a�embly, Thu capabii�.jr albws you bo 691ance Aoor ecconomias wi�h tfie T!-Pm"' Perk�rrnanoe.V$lue: V�rying tl�c quantifiable camponcnts can Uc+rase th� Park►rmarnce Va►uo, cRPn.i�ij�hanrtsign�icarn incr�ases in syctem eos� �iffenent 1� �YA�, d�s and'�s¢a$� can s�metimc�t cven lour�w the aost while inu��ing �.. yz... ,• thepe�fcr ' " �;�'';,;••.�;.,•� , . ••an,''=:: ��,�,�aT,;...�'��y; . ��h�!'`".`r��_a 9•�.�;. � -A �etPm6 dGr� aPPGeo bo the battem odge of tl►e }►�er memberr_ or eqmivalent straVP►�6� a Perhrmance onhanccc�nenk ;c�;9 ;, - ,+s � — .� � s , �} °-;A, i:� ;'U?'1, � n t � ;; JFZ 'r:' � ' ' �y�� 'Ey;i�� a, 7X � �� J� .��, � j. �,,�? �s�;r� `"�,,,_ .��,.:• _ ( ., �..� ,�.?',��y�, z�� !� i�'. �� V •Go�nuf�p-Gor�tinuaw jcisis ouCc 5�� s++PP� ��y per/orm be�t� than sunPie spans. Care must bo �.iken if the joisht continue into another aca�u�cy, � Sea� - Generally, Joirls u,ppo�J by be.tmr fhaEare fraa to defl� �nd to feal a litde lass toCrd f�rar►,jolsts auppo�ed by soll� bemrfng �valls. • �� S;nca mid l bOs, Tnu Jeist h�t been imrolved in evaluabng flaor ua nce. �ur wrty obr¢rvations su thatthv minimum . deflec ' tri usaal by iho industry W360 ar Icrs pnder li�t Ioad) p►ovid I�r ranca of an a�ceptable floor. In an effort to lmprove p�a n recommending a s� �c deflectian lirnif cf U480 r lon er-span r�ideMYal flaors and L600, for Ivn�dr�span commac+al floorx Fundamenl�l eo this ►�ommendaaon was our belief that L•he performance of the floa must alao consider ihe use of the �trucpire. Ou�'retom�leatded de/Igtlion c�it�ria hat resutted in a hi�,er percentage o aeceptat�le fleors and remains a remonable �tsrtin� guitlrli�te. IC has bren -dacumentrd that h;sto�'c un�7onn I�ine load d�on e�iteria alPnec i� not �augh ta produte eons�6crtt and predietabld Pe�O►m�rue �su�ts and tfwt dynamic tioar s�ntem responr� rhould bz a wnAderation. In the eady 14�Oi, Tnu JoJst began a rese�rch projerx to de�relop the sea dest�d desig� ethadolo�y for evalu�Gng iloor perFom�anc^�, induding constderador��F dynamic re►pvr�, Our objecWe w.0 W combir� t�e 0 Findi�g� of oi�jr research and 30 yaa�s of experience (r�to a toal d+at can be ured to�lu�te the pot,ential for predictabls flaor performancr, �MVIe: Row doe� che �anera� pubfi',e `fee!' a6eut a floor anemby urith a Oe►f�anCei 1/alue of 45? • 841� find it 600d CO 6�cel�c�r►k „ �: • 9'� find it Margjnal �• � • 796 F�nO it Unacr.np�bla �� J�ass 3pae;�o6 and �io Shiffno�s - pati o Rcduoed spacirlg or i�eased dorlc thicknost gen,erally imp�ovac No pe►for�narae of a floor assemby. �' ' .j . . .. . � . �� \ *� j#' ,1' ap t� From our rosearch and the irtforn�Tan �aChe►ed from clo�e to 1,000 �ield and laborabory floor applications ef our p►oduc�, we ueated a�ntputer modei to anafy�e tJ,ese applica�:arri stafical(y. The nume�ica! rau[� were correl�t�d w�h wbjet6n�e eva)uations of dpnamic field floor tesb io • develop the Tj-ProTM Rating Systam. This e�luation mcEhodolo�y '• �Ilows ttie user eo u,leck variew ftoor assemblr compc,nenh anE cptions to produce a relative rating numher (Performanc� Va1ue) fer the floor � auembly. Uwsly dte value vn'U be bet�veen 2S and 60. An esbrnate o�f tha pe�bge of'the population Yhat fb�ds ea�ah m4ng cat�gory a�pbbla can then 6e obta�ned fiom the d,art Th�a new evaluation meehodology from Tnu)otst gives yau the ab�11lp bo truly "put your�� A t�re Qther per�ton's thoes,," by e�eetuuragi�g yw tn thlnk abeut how otl�ers may want a flcor tfl perfonn. The ?J-Pro{� Rapng Syste�m ir intended far tyPiolJy �Q�aad floor, (i.e. noC far dance hapr, weight rooa+s, etc.�. . How high a per�ce�ge is 'righY? qII of us in this busineu have an expedence bara to dra�'v upon. As a spe�ar, you have the advantage of kna�ving the level aFexpec�eon b� which ti,e �floar atisemhly w�11 �' I need m perfcrm. WIu'10 neitheryou norTrw JoTst ean gua�ant�o 100'� ) po�itive rasults, apPlying !ha neur t�aal vrith a lil�Je judgment tet+ yo� ga�n � an unpr�ececierrtQd level of ec�rol avcr the axpected performance of the floor at�cmbly_ 1 10-28-03 02:28PM FROM-ARROW BUILDING CENTER-ELK RIVER T63441T842 T-4i0 P.02/11 F-824 . , .... _ , � � I TRrs .►o/st • 7�l��ais� Spsrlfi�'s• Guide ZO?� � Attgust ZQO: se.�vice Y G� or� � Cata�tt O�n �,-�•.� UnparaUeled Tech��cal Support , ,•• Our goal ;� Co help yo� build solid, durable and cflm{ortapf� homea providing strong bachnt�l support to speafier� dealers and bu,'iders � locatad throt,ghaut North Ameri�. Wtt}, � Fr^iac �� ) 75 iras joist wctinical repre�ent��, � are uniquely. prepared te� Urvin our partners in provrding comprehe�srve s�� and instaQaboe. We anhance ourlydinjng wtth cutting edge autom�tion tooy: th�� praductr include, TJ-BeamO soft�rer� _�� r sW'ng opttons ;n floor and roaf appl;cations for TJI� jols� �rtd Microllam� LVL, Tim6erStrand� LSL and Para��am� pSL beams, headers and eol�mns. . T�Xpert� sofhvan _�rr�ticalfy backs loads throt,p,,hout the �uch�re and d�„eloPs si7lrtg solutions, material li� fiaming plarn a�d insta!lation det�iis, Tj-YardM�td"' tokware _ produces irtvenooy solu4ons and Cut lists for �ach hom� package witF� t�E �� amvunt af cutting �nd ��, � Our suppo►t do�n't nop there. The slv7led team of Treu Joist re rosen �� PPen. tf you wll us wttih a Problem that You believe may be ca� �, U p� s�'��isn't afiar'd t� b�}inesc �ay ta evafaate the problem and help solvc �1t —GW�RqNTEEp „�, our � irnolved and make ��"�� w''�� CO^�tYou wlthin one �/��sta8��e�g �'l�o� IVolse dny homeowner kno�y� �ere a� m�r�, sounds that emar►ate from a ha►ue's wa�ls and floars: 6oards creak and.squea(�, dudwork Fl�tas and na�7� rub, !� marry cases, these no;ses are difficult to p�cve�rt and should be expect�d. No+urv�, �}►ere is a cure fnr the mast cammon cau:e oF flcar sque,�ks—tho lru�n�t si2e af sawn lum6er. Floor joists of sawn lum6er are u�li�(y to 6� tho same depth wf�en thcy're installed, and sub�sequerrt dryins c�'n'n°i�nify �^�yenn�s. When floor sheathin� flexes over these jois�, s�uenks occu� Ths Silont Flaor�Jois�, on the ather hand, it ��r� � depth and won't rhr;nk after instxllation, Tho natural defects fou�d�'msPsctficatiom re ensure tha�t aJl Ja,sh� are the same sbbi7ity i� manufactured i�. Using the S�'lant ploo�c Jout virtually ,eliminai,es floor noise ca sawn lumber are englnee�ed a�t and dimerisfona� e sf A buil�er that use, the Silent Floor� Joi� has made a sl d`r��{ ��' d��on�l �n�lab,l,l�yr. prevent all �m nom�wl sounds �hat came from � stru�e. homes bu t with tl�r Silent Ft or�+J ut a�re m�,Whila �t won't those frame� With sawn lumber, � GUAI@ANTFEO ' 1lt� �� s�'�loor.loisf �'�� goa�8u�ss�s ��s . �� ''°'�."°�^��e„r.*�.,�.....d. !�"`q�'amyu� �R.:bW'1�7 ,"aa".m-�0o..� NwntmrSery,mre�,tyaw m��++aer/,q��p�,.�.,awl r'h7M�'19��AJ�r+�r a�rG pm " �h4 b°•�V�� Y�ICUM+r��o9bwral ~��bf(1 �I�'�IIi��0i1 �IEM��wb�MWl�qISrM6 l.flOD.4'ZB.A�T � c/� f`�1Y°°�°��8aam 14��, � �'�';.�'? i� .. \.,�A , ��;�+'�� .,�;�.;. ;;ha� �,,,.,.1 ,}, ;� N.�{�-.;.. 'i ..G.� nii�1- . � � ! � � 1 1 � 10-28-03 02:29PM FROM-ARROW BUILDING CENTER-ELK RIVER 763441i842 T-470 P,03/11 F-824 � Tius W�st • TJ� J41sr Spgmf�ot's Gvide �028 • AVgwt 2a02 ■ �iea� m� SI�� 11t �OOr� �►st�m TFv9 Jo� \ rim baard . � Ortr &1(2Ua'�) bcne n�U r.�ch ��c�e of ' ' :;:•• �;��: ;:. TJt� fo;�c irp br.a�fng,l�/.° m1t11mUm ��;��,� ' `°'� � ' / iram ancf (rypical) �. a. . H 1 F21 .rs� 1�1•° mlelmum GnA bGating D+$VB HailS �t sn Ah�lo'�C� fi�nimi?C �I't�IMy I O P � Meo (btdF minlmua7). F85tiep ' wibh sWo Bd (2V� napm minimum. + TJI�/P'ra"' 100T5 fo;ote; .6' on-acrrcer rr�Gnu►m � TJIm/I'ro° 130 Jole�is 8' on-cerroer �rt�imum , � I Prota�i. waca I'rom dlr�scti oor�y ,a�y}, c�nF�tte DO /Vt]TaLlwv o�a,J� � � an jotr�r w�U browt� 1l�iJllRf' MAY REfUCT, ,). All blode�r�, h�,�gc�, r!m hoarda and rliti joisU �e� ond suppQrti of the 1ry1� Jairts mu+t be tomp7et�r insWlied �nd propariy n9ileQ 2. Lete�ral sVengFJy �dce� a 6raeed ond waU ot an «ating Eoc�:, must he.e,►t�b�({hod at the ard: oithe Thu e�n �Go 6e �t�rcmplished by a a t�fi ar p�snCJtt de�k (fha�thing� �p�d to tlie t 9 fr.�! af joists a� t1�e end af thc 6av. Br�dlgiR�,► ar .�.�..�� b�ocking �is,n�v! requiied Jolers mugs be I�vral(Y �p� at c�IrCilevEr a►uJ onQ bearl�96 �fil b�otlGng �i&nel6 hA►leefs OrdireCC d1L�9GhRtanL so � r�m bcsrd or r;m Jrii�y �` � gco noc i WARNIe i� � � .�'�— LA � dock ledqer es�chmerrt, pags 6 5a& nLLODUABI.E N�l.ES OA p6�E ��i �� e �ble �ntll braced la�erally e�a� i��ae�: -Blorking •Hangm� -It;m Board •Sheat�in8 •�m1o►ft •Saut�an� DO NdT rtade D�dl�g motmtdt on u�iaatlted�n�, Stmrb only over ba�onu a� WARNING NOT�S: � laek of tonrem for proper brt�cl�� during oo�stntct110ri on �ult in se►�aus ac�idenis. U»der nortn�l cond(tiona If the fo!lowing guidoliner �re ob�ervod, accldtntEc,riG be avoided. 3. Saf�tjr sovr Irna or t� (minimum) imut bb na7cd ta � braced p�d �ya11 a shea�ed area a� irt nate 2 and to eech jo6t WiPhou! thii 6radng b"`�ling tfd� ar rollove,r u hlghl� prabable under I�t construcbon Iwdt—hice a �ro�ker and one I�rcr of �nnaQed sheath(ng. 4. Sho�fhit� mu�t � mwlfy ot�eiied eo e.� T1�W joistbefe�e addttionel loadi can bo pl�d on ehe ryjcnm, 5. Ends of cant7i ev,en,�quire oerut lines on botA the �p artd botbom f(angat, 6. Ti�t flan afwt ►ertwin 'gJ� a �wo� �% � � , tt�2� kwithin 10-28-03 02:30PM FROM-ARROW BUILDING CENTER-ELK RIVER T63441TB42 T-470 P.05/11 F-824 r�rs �-�•• r��o�r s�ners rwiarC zozzr� � Aug►.sr zaoa � TJI� rii � I�N Doek nail Fxteriar Deck Attachment 5tn.cturul meccrivr nhorffihlr�g � i2° RIIHj1t141111� Z° 7t�ni1lfUCt1 7rtear�c! 2� leAger. � '•'' "'� NlowoWo toad ir � •� 32S !6t � ►h• diameterlag bol� �l�" e�movsr l�g bn{s Trum .k+bss rim boaru ?x, �tud wall as 16° on-�en'Ccr'1 _ PI�'C.e nF,il �"' �" Avkecn p�ne! J fiannove urtgue and �raara • p��u ,+8 r•�`� firom floar pansl odgss ,r ��To� n�ll E �yu�p�rt.�d yy 1�� B,Rifi�'+ y8 bnipw et�si.ire KuaGGy naliing' •.� T�+� �I� � r�m boarA In�cq11 ppppEr � � blr�cking to 6u �II paaei sdgd For ir�ormation on lao�nol lood ca�ar.f�s� �efer eo urr.� TnrrJo4! rLn baard /+ia.rturc I�� Tirm+nl�g e�Jg� of pansls �usd wi�Fi 1�/a" or ttiinn�r rin► � . bao�d rewmmended 6y /G80 EvsluaJian Serviees, Gtc. Rlm Board Installation nail �A•Toe nail 1 �i» Jai&L rim baArd {2) Dm+7 A3.3 �hall ho e w�l well, como�uw:d per *h�.197f SBC 1Yoad (5J It rcquNod, hold-Qa�m+dull 6a SGnpwm saong.T'mro CSZp �trapa al�iehad wi1l� • n��Gan�nueeton ManuaL 4au 84 wmrlton na�b �e raed end or equiral�� H� arl afiemeYKe eo �ald-doan (3) S g�itl 6e mntinuouY wo1311 P1xlrW �plata u� p66rm-�im Doxi d �t. Wdil AteaNd�� nwq be a�ed at [NwH1 tn A7.9 (reier Ea I�ott�oTa 3�. � aed +n.,y ena rogeehcr at midal■p+h af rim bwed m�hawm ►n A9.4. Ae found.ioon, � arc � pdge of Ute attmFhipg to !km dll plare. �38�te'ra� Notes Mu�uan eea.iu�g Le�ed+ • Afi jaist ep� 1 �l� °. • At b1�eiRIC�t�'6e supportt: 9�/2°. Bloc4eng Rarnels. Rdm 6oards ar Wm)�ists • �12CiCM2fQC1� �O� �dllS�`►dLbPr1fj11SC. Allavoble untFem► vertical loads: Tll�'blosk7r� . .. . . . . . . . . � . � � � . , . . .tOQO pif TJI� �bb joi�e . . . . . . . . . . . . . . • • - . .200o pIf 7lmbe�Sora�d� LSL —1 �la' . . . . . . . . . .4Z5Q p�f TJ��rand rim board —1i/q° . . . . .. . . .4x50 plf �Ri�'— l' . ....... .... .. . . .. .. 4250 pif l.oads rn`ay not ba inveared fo� dwation of lo�d. 1 (Valt�� Raoui�meats •��Joit� A! bearin�Two 8d (21/z°J Aox �Wib (1 each sfdc�, 1�/2° minimwn from cnd. • Blockiug pandt or rim joiet to bearing plam: �11� blaching panels oi rlm joist: Equfvalcnt ta tae natl icH�iule. • �iiltl b08/d� fflR JOISE O/ C�OSif/C t0 �%Im�1�{y'� ` 73Ie° �vfdth or lau: 1Qd (3 °) bau n.tlls, cne ead� a� 4op and battom flange. TJI�/P►e� 190TS riro jols� 16rJ (3�It°) box rulb, one each at top and 6omom flangx. - 2�e4 minimum squaeh bloelca:l0d (3°% ban� nbib, one weh at eop and boltom fla�. b Q lJ � 10-28-03 02:30PM PROM-ARROW BUILDING CENTER-ELK RIVER , , . , �� Load br.erir,� or Slu�r wap ab� (m�L �GacC over wall below) edCh 9iac st O1W � �� ( ' Ton Rar�e h�nger �mnd T63441iB42 T-470 P.06/11 F-824 Trua Jol�i • 71� Jaimt Sp�ol(Pa�s GwO�+ 2028 • Rugue� 20D2' Lupd b@A�tig WnU DDO�t (muac �t9ek over wsU oslow) � 2x4 mitr(mWn . ;�� : �,� °,c�'a�h 6lacks � Itrtermedla#e Hearing � No Load Boaring Wa11 Above - . ; �/�6" �� I �, . :r•'4 €'u ,. �. . V�/� �yef�erten3 -''� requtrod maeh Wab oElffcner � ret�vved � �a y�y ggW asch skleat c72W Btoc�rlv+8�panatr amy 6e rsqul�d u� .d�sor w�dfr a�rs o� below —�e d�e�it 81 �� . � � . Frco m�iunv , ;� , Itong�' • s' . � dNeb aeifrcn�f� 4ired !f �;r.�& of I � -. hanger do neC laterslcy su orG x�: '�� 1��6t -''/R" � r,,�Po�i� r,��►�s �"e1G�fOl �OG�.' �fl6L��'CI(�MIG re sop t�inq� (ti� �o � Do�torn i9�n8A with f�ee 7wo 2�I¢" ecrerr� fnr � 6s�ap�ng connr� �ion6 ; � Apply,rrt�Aoor aQheaine �o a!1 e+ondutrwiate�s �� t�pr�� (2+12�J bax n�alt5, APplications thowr� in ehLs guide do �oeisgtd�e bbthlii& �°PpyB hb ., or a dl,eetiy eppfesd eei0n� howeve�, kotk�Pan b�adr►g of �OAf�dYC�' op�b�q/6T jt IFe�u//'nd wh8ri t�eQ[�i(� brlO�l.ti{7/6 ►n�c,,�n�sr��. ncc�,t a�cxcr �o�k �+, �llei and B�ek� BlocOc Sltes '• wi�Ch toel tOd (:'+") bax ��, olde6 Gf w�(r w1� h�l��u clinehed ' =`� �ingle TJi�.lol6ti • whr�n po��mio� � ` ��.-� / '" � �: • � ;�� ' "� Flllar btor.(� N�il wi�h r.�n 1fJd (,�i") box rwll�, �Iir+Ghaal � �� dOP �8� h�$�� baclrar blotk reqrurad oAly ior dow+tr�ord loads exesedir{r, Z50 (bs or for upflli toade�ionr � ' ff naes9y, incrcu. �r and backes bwek hal�rt fm facm motmc Aang�v,. a�Pntain ya' �D at i+op of�o6t i� derm7 W, fiiler�nd backet 61uck dAnen�ians fioulJ �a9mmedal�e �uu�u! n3iling �nllnu� cpliting. Do�a�ing pl�tec F�ueh pL•tta wi�Ch � In�mia fer.� oP wall or b�am Use h� m'vy.,�,� jquash blotla� to cm�ufe, bual aroynd Dl� joirt ; 1° Web Stiff�ner Attachment ��r3mP; Ud" minlm�im ?�l��, �mum 1'hrr.� Y�r� (2+/:�j dax na11� elinehee Web v�r c�ch slds: YJ1�IPro° 1�OT5 �olst�, �/e° x 241�' mUt. 7JI�/PraTM 130,jnl6to:'C' x 251�' Min. Web �� (( y� 041-9§ or PSZ�92 � bcs g�sen vartittrl 10-28-03 02:31PM FROM-ARROW BUILDING CENTER-ELK RIVER 7634417842 T-4i0 P.Oi/11 F-B24 3r� JoFsi � r�a� J�rat snvafrePs Guiaa 2026 • akgu�t zo03 ' 2' Cantllever Brick Ledge Cantilever i�npF Tn�sN 5+�an 40 PrF Llvc Laed Q9 rJi� jol�� nwv br. c�lo�ort�d up u 2'-0" whw, ou�irtg ►noP losd, pa��mingr • �imple or aonWnum�s �pan � 1.15 L2' Coneult tebtes on pmgs 9 fbr ror�,idiee nelniorc�m�E�. ! � i�C" �GII�GM Of'�/4" ro61fAM&6• mr-rrti on ono ��dn �v E5/E7. both a�dco �v EW/E8. At�ch ; u�o•��c wrch one sd (2+�c") r.nmmon nail a�l: c�Gh oorncr. 'f�a Jaist lirn Fiusnd, ' t�iGtel. IJ�iI with 10ci (3'� br.x n„�ilf� oAe n Ir.�cf� ,eL vop and b�m i47nge, 1 E5 ;� �locking p�nol be�vcan � r�, c�Gh f OItiT. Full ddrth �'k vorT.tcal 6lackirtg aL E5 �1,11J' anA E&, ho�2onral b�oc�nny st �'7 ana E.t�. � N�1 w��h cannscr�{�nti a�U'n�lent to deddng 5chedule (E'i �nQ E8j � � ' Far a�tsr cnn'�Itiats9. crmv�acs ynar 1'r�� Jo��t rapr�slve. � : �o NoT 6e�►el cuc joire beyond insfde face oi�v�ll r; �� 2'-0° mm�ornum Roof 1ru�6 5pan � 2'-D" � Ha P�vi� I.�ve Loa�d „ ,,.. � Li � �:1�� jo16Ga m�► de c.an�llsvmrr,tt up zo 5" `�" �mwm w�r, 9u[�.or�feA rovf IAaA. a&sumin� • si� or crsntinug�s span •Lt_L2' Con�ult tables on p�ga 10 for rec�uie�! roirifo�eM�nt. Web F�tl{�ene� rcq,uk�d et E1W � � �9" dl�tneCer maxlmum hola Fa� ifl/e°-16° desp trlockit� ry9�ne1�; 6" dl�mcsar mmirmum fr,r �- bl��ki�ig p nolv 9+/e" c�ep or shor'6or th�en 12" _ O long. Do nas cuo flanges '`g W 4'-0" lenqih a} �trtfons�rrtan G un pnr. E2 E9 6�do s�. F.2. bach �iees sac �9. Ays�cn tr� Jol� with P.� (2�/a'� com►�noit natle ' �t 6" on-ecrrC��r WFusn r�etnfor�ing �otlt gid� �gar naii5� �. , . ' E4 �II'ChroueYi 2xr wo� baciteranA �. ' .• ^ 7J�� Joi6� web wl�h 2►oa� tOd (3") common nsll5 av 6" on�•�oHT�Er, _. .1 _ crnch� � � ' `�'�o�yl w � ' �� . ��0'°�+�' - � �' 1Vend bsrtkRr 6'-0`� Ir-ng�h or TJJm joi� retnfor�omemt and fr�lcr bieck �t �4. U� R�-0° .4 , lengtih wiro}, 9�l�" ane iPYa" TJI� fal�sb 11�ta� to,�;,rc w�b wirk, 3 rrn�nw ' 10d (3"� eommo� na�i� at F,° on-oenca; cGnched. Usn > rowo wrch 9�la" 'th and 11�/�' TJl�joi�t�. G rt�sxinarm ..:�fi l+�;....� . .. . r These Condttions Are ,�IOT Permitted DO IVOrT u:e �nm lumbet ' for rim boerd c� blocking , , � a S.gwP� lum6er '��'�t mayshrirtk �:�.�•'� aft�r in�llstian DO N07' �stall hanger arer�u►ng1n� face of plate or 6�m „"1' Flush 6�ring • pfate With " • . e a� Insidm fare of -; � � . ;Y , w�U or bawn ° � J 10-28-03 02:31PM FROM-ARROW BUILDING CENTER-ELK RIVER i634417842 T-470 P.OB/il F-824 , _ • - , rrus lotc� • Tl�,�olst S�N�� o �. A� :�2 � N°w '!a tJse Yhi T i� � s able i. Id�y'��m jo�{ �nd depth. L Locatr che ROOF TRU55 SPAN� (hor�ontal) Mat mcet� or oo�srods yaur • condition. 3. FUtd ROOFTOTAL LOAD en0 ON-Cg�EpK"STS?l�CiNG kryour �pplfcatlon, 4. Uu LEGENO bo de6ermuio roinforc.eaneeit �syuPred (tf anpi• Refrr to drawtng on page 8 for daw?�. 2' CantifeYa� , ' � � ' � �) 1 � ' � 1� •1rcv: i ,w .,.,.+�...� � � K.i��`j'i��'�f:�ro�_^p��1�J•4 � Q .t�!�,�v�.�.''� ��,'.t�f�,':��''''4 e"-�;�,�i�, p p , •.,f„,,. .:.��'�1�. )�K:q� ^ p 0 Qanaral Notes Tabia 4 6 on. ' � I •.' rg Ps�� d�ad fo�d an a h�ntal projedipn. '� P�f rlor w�dl lo� wR#► 3'-0 ° maxtmum wic� window or doa► �P�1� �r �+gmr openrngr, w muldple 3'-O' vrldH� o�in� �� less � �-�+�. add�Ziondl joitls bc�e� � openfn�'s ttfrnmers ^�SY � �'�9uired. � �Orc ��tr' ' ofsimple oreontinuow (loor span. � • Roof tn+st with Z4' �off'i�. •�/o" ro;,,fcrcement refen oa ��q °`Exposura 1' P�?^v�d or orher g/q a "�xDa�vra 1• 48/24 �td �heathing that 6 cut vo m�,kh U�e full dspth of �e �]I� fotyti Instdll wflh f,vee gra�n hort:ontol. Reinforang mtmber � 6ear f�i(y on bfie vrdll pl�e,ee • Dt�figned for ?arq tnd 2x6 pW� w;�x • e for �s+nria�n.. ►_.., . .. 1 I , I t ► i� � I. i� �I i� I !� I � ��. �.. i� 10-28-03 02:33PM FROM-ARROW BUILDING CENTER-ELK RIVER 763441i842 T-4T0 P.il/11 F-824 E�ua Joisr e TJ�lvler Spe�cifrers Gvla� Z026 • qu�i 2002 The TJ-P�o` Ra�'�g Sy,�„ k� sophisticated cor�puter m��el for predicting itoar pevfov�arue. Tvus�oist offs�r the jj-Pvo°' /�ating Sy.96em in I� �ve �Bean��► an� v �� sofitwo,�. i ne Tj-aro- Rating SystEm alloun You bo selec! aot poly Trtn Jdst products, but other componer�s oontn�uting t�'hhe a�tembly of a flcor as well. Varyina tlte mmpone�r and developing relative performance raYings ghr� you opdons for enhar►d��g thc flaor's pe�ormance, You alto �et a ccmp�risvn tostvalue to as�t you in detsm�ining the cos� o�ftiai�y of �our selccqon. This compari�� cost value i� b�sed on Fhe inEn,t co�t of dedc;eg and the wood volume of floor jouE in your floor a�emhir Thi� capa6�r�y allows yav to bmlance Floar economia wid� th� T1-P�oTM Re►fnrn,artce.1/�p.►u�; yaq,;�� quantifwble componcr�ts r,,, thcrease tho P�rformance Value, c�.�ho�,�,�g�iftc'ant inaea�cs in s�rsEem co�t Oiffe�ent ,� _..,.. . J� ��e,p�s ..��apaa�gr can sometimes even lowcrthe oastwhile iecreasing . . . _.c�:t�.�� .:�. _ . �� . � � �u�' og -A oeJling dltoetly �ppGed bo tlte botbom edQe of !bc flem memberi or equiralart! sbapping-;s a poe{ormana etlhancemelll. i��-C.wt�indaus jaists orw sevaal wPP� g�'allY P°►h►m better rhan simple �. (,� m� bo takan ►�'the jois6c ton6AUe p�pa anothat �tpanry, U t.", i "p i, /� ' Bea� -Generally, foistr W�artp� by beanu thtt are froo to detiect fiend to tseel a �►�e taas solid than jo;sts wppnr6ed (ry sepd b�iq� �ve�Lc, Since mid 1�60s, 7nu Joist has been irnoMed in �luating Floor perk nce. 4Yr C!pflJl Ob�N�}IOflt !Y ested that tl,o minunurt► . d used by ehe indusby �U360 or lass ynder live toad) provid 1'ttk rance of an u�p�bla floor. In an efFo�t to rmprove parfona �e, n rtnammending a�tif(e► st�Tc detlrct�an lunit af U r ton r�s�en residentiai floan and SJ600 for longer-span commeicial floors Fundamental co lhis recom,ttmrtdat;en was our belief that lhe pelfar��ce of the floor must aiso con�ider the � of the �+cture. Ou�m.con�mended drflec�on triteria has reiulted in a highe� pc�ge acceptabJe floon and �mai�s a rearanaDle startin� gutdali�e. �t has bcen I•docur�aittied th�t historFc unPinrm li�e la�d deflection cv�'teria alpnc hat �nou�h t,o produce consiseent and pr�dictable prrfamnaqce reu,Jts and that dynam�c fleor s�ntem nesspanse should be a oonrideradon. , In tha �a�ly 13�Os, Trus�oitt began a research prajeet to drvelap tf�a desi'�ecd d ethodofegy for evaluaGng floor per�+o�mance, �nclud��+g co�sider,�on dynamic raspnr�e. Our objective wac Co combine the Fndings of o r research and 30 years of �cperience i�o a tool that ca� be used f� �luate the poteM�ial k� predictable floor performena. P�a1e+W� now dae� the �I F�'� `�el" abau a 9oor auea�biy w�A a Rerfamra�e V�tuc of ?57 • 84Sb find it Good to 6tcelleat .. � 9� find It Margirtal � `� • 7� find it Unacceptabla Joist 3p�ng ae�d Beole St9fdrteu - Rodutr�d spaeing vr i�t�Yeased doek � �'"�Y �P� t�1e perfcmtarrce of a flooa �mDly. ._. - •. �.; ,,: • .. . . . , ,; ��,.. .o.:�'i.':ti .iV:' �: ' _ y From our r�sea�ch and !he informanon gat9�ered from close to 1,000 field and iabordtot�r flaer appliodons of ourproducls, we aeateC a comput�r medal to analyre 4Jyese applica�ians statioUy. The numeri�al ro�sulb urere w►►�Cd vv�'th wbjecbve eAr�fv2tions of drnamic field flaor tiesfs to � devefop thc T)-Qro'" Rating System. Thu evalw�rien r�odQ�o�y ' allowt tFi� user bo �f�rt various floor acsemblr oemponenb and opttons to produce a rolative rating nunibar (PerkRnance Value) for tl►e floor m:emby. Uwallp the value wfll be bet�veen 25 and 60. An �timate of t�e perr.�t�ge af ifie pr�pulaiion tfiae finds each rating category a�p�ibin � ther► be obtai�ed f�om the ciki� This ne�r evaluation meWodolagy from Tr�u Jo�e give9 ya� the ab(Ifhr ta truy °put yoursefF ia the other persAn's shec�,° by e�roouraging you t� tbink abovt how others may w�nt a floorlo perform. Th�:Tj-Pro7°' Rat1�,�S}Ktt�m �s intended fartypit�lly Ioaded flocn (i.e. not f�rr darKO haUr, we;ght rooma, ett.�- . How high a perce�rtage is "�Pght'? All oFus in thts biume� have an exp�rianct bare to d�a�r upon. /l� a specif'ier, you hava tha ad�e of knowing dro Icvel af e��ttatron to whid► tl�e ftoor assett�bly an71 need m perfcrm, While neith�ryau na�7rusJoitt �,n guarantba 10096 pcn+ '�ive r+�tts, ap�g thu new tool v�h a Iftde judgment le� yau�u� an unpretedenla level of eor+bol ove�rthe r,cpected per6ermance of the ffoor asscmbf� . 10-28-03 OZ:34PM FROM-ARROW BUILDING CENTER-ELK RIVER 7634417842 1! YO ��nr• ... .�.. , T-4T0 P.02/OT F-825 Floor �� a whjective issue that is inHueneed by many faetori. Listed 6elow ar� aeveral n�gger�ons that may help in the deag� of a floor system: • Deeper joisis will roduee deflccbon. •'fhicks� floor shoathin� andlm rcdu�n6 tl�e on-oeneer �pa°n.�w11f m rov� ti+t'rt�'f�n� Ithc flaoc yittn+ �nd v�n11 al� pr�ve�t sqveaks. . A�� ha� pcnnanently bond tfic :heatY�ing ta d+t j� P - Di�ly applied eeilin�, brid�r+g, lx4 minimum hoemm e;�o�d shapP�+� or full-d�pth blocking �rill improve� ot�� rb'lioru witntn tha spa�, • Framed p�rlitian waqs. caqir+� srtd other inharcnt random dead Ioads will d$inpen �n�o �a olid-fi� �I nngfloor ass�mb�Y ��°t a��9abls in vii�rations and �ntri'buts to the percep g sol�dlr conneeced tio �+e floor, help dampEn • �]�pert� saflavare�. - Werkmanship �n the field is vi'tie�l. Prorection of cornWctio� ny�terials from �� e� �e mpor'tant detail of canstruetion. d lere ,�ppa*1s. Proper instaltation of the floor sheathing and �re in the fasEening (� ilin oavaria�� iuch as the type of topp�ng and how � is connee�d (ao d+e • Po�ned Loppin� c�n havt e��ther a pos�ive ar negatfve affecr dep�^ u� . . ' d�ete surfaeeti The pencept�an and e�cpectatlon afan end user.is iypicaltythe most ianP�nt`ra►iaele fO considet when selectin�the compane+ti�t of a floorsy�i�em. r� Frrc-safe eonsorucdon and I�e s�(eqr are majar concems for everyane in the bu�1d'mg materia� an��' � �� a im�provement o�e� �11e �idential fire in thc US. alor+c inetude 2,920 fir� fatatttir.s and 35.1 billivn in p�ope�iy d�6G p�st h�ro decadas, they st11 underscore the �dousn�as o� the ittue and the neud for fi►e-rsfe �►d�on. �r � pa� �p ��, pre{��d urood I joist� have established a recond of �fe and relfabl� performance in mfllions of structuret. ManY of t hq� s t r u c t v r a, s u e h a s o n e- e r b vo-fa��rac and i�Or�1U��do mate�ials. The �fi�g � n f a r m a o t o n ' � a '� t d e d� t o h e p� y o u s p e c i� Y�and Install des,��+ should �a��dre*a�� in mind. Trus J ist prod qc� F+�e �'app►sesdon ��tera, imuren and tihc eommunit�r 3t lar�z henefie from the wn of propecly in�talled Arc Trv� Joist supporb the p��an Ehat hcmeonrnen, sprinkler �y�ertu� Automatk ►�ider�tial fire sprfnkler rystems ha�e an �ecellent r�co�d of perfem+ance and of6er the best available P��'omeowner oetupanEs and their prop�rty. 7oday's modem systems are inconsPicuous and efFiclnni �nd ran be t�lled for leu r.�st dtian the typi wpll spand bo ca►pat thmir floars. This b�pc of firc supp++c�sion systcm provider. f��iy and uraupervised flre wppcatian Reduc� unokm developmsnt • EnhanceA li(e s�feby •�uc� poten0�l fvr si�ml�nt prapeRy damage pasav+e Fira� P�tetbion Irulope dent ��s I� prov�n that unprotec�i IighNireight haming �m�, u+hether com6ustlbwood I�of:bs mtvss� and I ght gavge s�ee� �P• dw degradation whart expaa�d to h@at and fire. All floor ng m�teri2ls—sawn lumbsr. 1 � s�CCCUm qufckly to fine lf not protacbed. In fire sce��osmctk reds� de�b�ne sush as gypsum ce�ling board ur111 provide additional pretactifln �bo the ttru�+ral fiaming memban. P�sive fi�e-supp a� - . • Dclayed fire g�owd+ • Reduced potsnntial for signifir�e�t praper�jt d�^a8g • Bn nced market�lua of the home S�no O�cct�orr Smo e detacbort a►e univenally recogniud �s �� COSt-effecinrc life-:aving devices. While smoke detectors do not providc prot�ction bo a ��„r� a m t1u contfrrb in a home, they clo' a{e�t occup�� ro pot�etial fi� hazards and allow them 6mr te escap�. Mlnlnium M�mbr�n� Cons�;��on All Jolst 5e�les T I,Joict rupporer t1o,e lQea tha�i al! can6us461e Ronr/celW�g and acaf/ceLling arse�nb�lar in aI! ha6rlabls areat 6e pmteded by a�n�n+� me�brariv W°tset,tan oonsvt+ng af ar sqai.valer►t w�/Z � 8i'Ps�� T�us Joist �ug�t�ons 1. 48124 tongurand•groovr apart�rafcd shr�tlung ('Fxposure 1') 2� Sin�lz la�r'►z° �k►� gYDsum bo$rd s. 7JI� joistr • Benetit's of minimum men�r'a� cans� • �mp,oved Ilt� saimty • jteduccd potential for firo damage by �lon+ing fire 8�'oarth • EnF�nco� markccvalue of she hamz 10-28-03 02:36PM FROM-ARROW BUILDING CENTER-ELK RIVER ,,, _. �----- ,._� ,_:., .,�� ,,:�� s�;�lers c�ca 20�8 •+w�ust 2A02 7634417842 T-4i0 P.05/Oi F-825 � ,...... •-- ----- -- Birdsmou�t Cut 5hcar Wc��cing—Trut .Jolsti . Y-GUL �r blcckng—� , A11ox;ed at low e+rd oijnir! anlY pm bo9rel ar?JI� jd�t , 7ruh Ju��e rim ba�rd :1' 4�' � .� �;P � � aulr�.d on bath �i0o:c '�� . �'r� .S .ii �» a� u�,tn0 .-,�`' v�ri�bla 61opz �'� � ° piate req,uired connector � ;., � �R�+I #��{ � wh� ylopo ��,; ..• . �, • � � wil.l�ui5'!6n p� � � . �� tln srljecmr� span m++xinwm �M �+�acsns sp�n mr�wmum . �� ?x4 block far � yrrfiPls suppor� � Inte�nnediate Bearing Birdsmouth Cut o. s�ear bin�L�g a►e QP� auow�ed at fa+� ano at jovc only 6lccki�C ponsls 9x4 one dWe. Use 2iA� boL'h I fwjaistat+ablfitty ot inter+r►ediate �r+pPo�' G roav3 8d ('L�/�� ¢ elQdS if j�'t��t apacln9'�' TwIgC �t:rap +enA Dacker block �x►u�rocl �c n�il� �er� a erc.scnr �+an 2a on-ocnr�r. Web SGrffonu� ro�uirsca ,n R75 wl�h ��1ope� 9r.s�t�rtnan 3 A�� on-cont�r. . eaeh sid�3 8y R7W ..� p3r i�toG. 5ee peee 17. � ' , � �a � � � •:�r' " � d�cd b�ring platc requlrad whan �le(�e •'s exeeed� �la' pdr foaL B�IeA 7xA� dloek wtEh bavtled a�cb 0 Ctffane�r en v le , � I 'y� oplx'�ir,o si�G uPwtb � � � � B91'd�1YloBkh Cut � � one �d� U.�c 7aW� both � � Nlowed at low snd of joist orJy . 2►� 8d (2V2'� &� ��+Aos ft,�OlSV 6p�olrt� i� �c� on� 6�de� uaa � ��otat. spac�ne bGx naI19 sC t3° greaCat �httn 24n �n-Gr�Cta' a�� . iS 9��'�n 24" �n..contar. . .. On C9rrfei' . , _ ��, . nyy I Ftllcr _ Brrvul ce bearing p� � �oa 4�� GOX 11s+i19 � c��IK•el +ahen �ICps �,L b' omr.cr�Rr �6 � q�caeAg �/a' pnr f4os � �.•Oa � D�IB�I ?xdF lil�lQk E�s+roHGd � • � ?�rh F�lnok 9au wan otiiffenars on bach �iddes � � 1 � 1 . GeAeral NOteS Minimutn Bearin6 le�gth • fk j' ends 1�/4°- I . At i��medisee suppn.tra 3�12°. Slop��l Piate CriteMa • Unle�{ otherwise Aotsd �II deeaih a� valid to ma+tnm+m 12 ° per foot dope. • Suppl�nental conneeiGans to if�e bearing plate may be �quire0 for dapcs �u�S 4� Pu 1`�oart to Kftst slfd'mg forca�. • Wood be�rTpg iurfaoes: Slop� b�ting w�Face reVuir� when slope m�s ►1, ° pe► foof� U.o one of tho f+ollowtng: ` B�MI � A°g p�re' see e� 20 - xia61 slo e scat connect�or (�h con�� P�'• PAg and 21� • ` _ ir►I�mnuFh /a� Iu�a rinfafl R(') A1L�ur�v1 ntbw� oxa wi w.�.•••h• • Hs,nger3: 5loped roe� a�+d bcweled Weh stiffenen requiis�! when slope e�rcedc �!I° per foot bst+er�l Soppvrt . • All roof joitil� muat I�e 6�lerally wppo�beel s� wn6levor �d cnd ��►� t0 pment jolat roJlover. Web S�easr R+equiremontr • Rzquired r� ch� sittcs aF the hangar do not �Aterdlly wppore at lassi �/8° °f thc 7JI�+ joht top ilange. . • Rsquired at all sloped hangar and bGdsnwvth cut {otations. � ' e e �'� 10-28-03 02:36PM FROM-ARRO� BUILDING CENTER-ELK RIVER i63441i842 T-4i0 P.06/Oi F-825 ��v � • • • • e . . . � — —• rius Jo(sl • TJFnloist a�tlaollfer'a Cwtdr► Z026 • Au,guai 20Q2 � � �� L57n18 (Slrt�+p�n or U6r) scrsiP V�ILb1 GWdVB �OQ X i��E�� i6 R:l=�� Ooumle batr�led 1�earing pla� rs�uttGd wh�n �lopa G�Cc�Bd� Va'� per'fo0'G Dau�le jof6C + m�yy be roquired � m whGtt a�tGBt� � �0�6L �901►19 � 5tnap netil�: .aave'c1Q�In" ninirnum and � � iinS�nca � l5 �F (5im�+von cr US� �trtip wlth A�reivs.lOA x 1/2" n�lla ra�uirod a}. H55 rri`Eh Slope6 AreiiSo7 t�7�en 3° ptr bOG N5 H55 �yrap n�poi l�vz 29Ivi' 17inimum ena �ti3sancc jol6ti hanger (.� page� �.0 ana 'Lt) 9looking aa nor�ultx� G� vvrnr�an�. Nor4h sro�nd TJI� jol�a tap flanga Fliler blocl� AtG�ch wltF� tcn 10d (.3'� b� na1� cllrlch�.G � H6' H�65 Shea� BIoeIGn� and'Ventilation Holes Rocf OnIY Fisid Crim W m:rvch joist dapl:h �z o�sCGr oel,ye o( w�lt ar loce'Cc an wall Gd mia6Ch joi�3y daPCh �..�: �,.�j1°±'� �p t�1Y�t ��° �.13.•.r :�i,��' :YQr`� y " �� i �i;�� i ��`n�� ,�j��t��'�Iy�,`�J }��`��f� J�I�� `� �nf �I{�Ip��{2+�;z;"S� �t�'�{� ` PYl A�,ti�\ ,�r��S� G�ti`�l`�' ( `�� r'��a,i' f�^��L� �i� 7� (�r��i; �� ) �}�.:.1�. � ��5��ii�'�J�1J\'.5��i S!].:� ^,— �vere�oat d�i oe bsnrf�g of TJI�Joi,t� xnw► hegi+ slo� (ro Blr2" co �Z "/�x �J reqr�r�r �l,ae Tiut foist �fin baasd for sl,ear b►vclring ba or� iize dsepev lhan ti1� xll� j0ist Na�1i..g Requlremet� � 7�1� jaists at �d b�+'tngs: Two 8d (ttlt") ba� naJls (1 each sideJ,l�h° a+lnimunn feotn end. • TJI� fcisls at inLe►mediai� bearin�: Roaf cloper 9 p or l�u por fo� Tv�o Sd (t�h') box na7a (1 add� :ide�). Sa� datiu� R7. R9of tlo��s g►eater de�n 3° per foot Fa�r 8d (2�It') 6o�c n�s (2 ch eldeJ pivs a tsv�t sstr�p and backcr block. See dria�7 R75. I BII'[�1110t1�1 Cit1t Al6owed ae low srid of jou! o� .4Y�� r �:� . ^ , a � f3evd� artb asf�ti+nor e�ch "�,` �tc o� TJI� Jolbt wsb TJI� jolsy'Fienge musy 6e�r ful�y on Plai.d ' �Irdsmcush cui mu•°•t not ovdrha�ng Inside � fsce of` pt�te. . BaakeY Woofc Ih�sall cl�l+ti w bpatcm RaM9e (TaghL w tt�p flanec wir� �i ii�rEge hain�er�x Attach wdl+ san tOd (3'� bw� �' n�IW. cllnchad r�dtdn p�sibla L81%NPi 9uep reA�ulre4 my N85 wiTAfi �lope� � 8re+srCr,�' G+sn 3° per 9'ooti Skrap nai►o: Leav�+ �/e° minlmum cnd ' � ��bs�►uz, syplr,�t Vartayla �lopfs Jph�t hrangor. VBlify ea�ciey anr! aepsh p�rras;�tdorro (�ae p�gas 20 and 21,. . f?! ; i 4;,; 1:,, ^s!r�;,;�,: �.�,."k , lj Z'5,�� )� o-a;z?� i��v��;�+.��ufs� �Ii� �E`�n,.� °�'�3`t�� r��C�+ �'0�; $: �,�:ti�.,,i�, 1�A�a�yX'oK�!�� t1.1� ��,: • B�cckln� panelr or sfiear blodcing to heering p1aCv: 7JI� jotstblodeing pantls:l0d (3') I�e nafls at 6" ois-r.e++ter. Tn,s Joist ria► I�ard fm dhearblocking: Toeru�il qn'th 1Qd (3°) 6o�c n.�ils at 6° o�r-ceMrr or 16a (3�k °) I� na�1s at 12 ° on-oenOer. Shoar Eransfar: Cot►neetioru aquiwdent to deckinc Aai1 sc)►edvle. Qiapbrag+n Blask[A� • Deta�7s H5 a�d R14 mar requlrc addF6'onal blocking for �hear aanskr. Filfer and Backe� �IoCk St"zes ''l.'j2J��p` • ,.r•F ' "r��S�;'•'• .. ,. a�f:. a�'°.• .,.��'• �,..we: ..�,�,• .. 71; ��y n�.� :�"�'r;: . ' �: e•; uw•.a. , „,tY,..•..i 4 .� ��..• . .��. � .. "� �:�,;� `49Y1�*'.or�1�r�";: �a::A�%s,°"o�.l'l�el �: � :,;f%�'4° ci:16':-:• ;.. ':A 'y�'� •.Edlat6l .Oal�►1116 ,� 2x6 1�6+�1:° rhmU�ing Zs6 +��t' �d�tng, •'BnrXer8loef�(Dai� H6� sle • or sl� ` t' � 1' na! If ��cary, iner�am Pi�l�v and b.elu:r Dlodc n�ght im bce moune tmngvrs. M�mr.�in 40' g�p ae t�� of joP�k sco d�i�7 W, F9hr and �u�r Wodc dLner�umta �i�ld afeCOmmodal,e ra��red n�Tm6 wi�Itout eplitlir�s. ° r ��= ��;.; 10-28-03 02:3TPM No f1olA �u� halr� � ;n hatched �.on� FROM-ARROW BUILDING CENTER-ELK RIVER MinimunA dttiT.snca Frorrl Tabfa A � 6a 6a 1�.+' Hold m�y . be cuL enywhdre �n web ous�ida iw9LChed area. � 2 x D�� R2 mMimuM (�t5o applic� tio 1'1�'' hofos) How to us� Yhese Tables � � 1. Locate che �lumn chae mu�kr or e�oeeds tho nequirod halo siu. z. Ide�Yy ti►e TJI°� joi� and depth hcing u�ed. T634417842 T-4i0 P.02/03 F-826 Minlmum dirssnc� 14vm �abte a No fio�A cut hule ' �'—' ln haSChcd zOrte , ' MInlRtum disr�tnGa rom 1iob4: � �t • ii• `'f� •yTe•. . .�y . "' • ' '4' .1�'4�a..:,: �S .'�' S� ��rrL��` �:.�-'..:tl' .r T"w:s i � �fA�.�a<. ��", '. �{..'i�M wi.aa�•�4; •�y�'�,' �. 'f ',�! . ti.y$.:%',:� �� ::.tiY�h �'"�1A' ��.q! 4Z;,�:.'':wvw��h':' ��.�.:� �fpw�?Cl i� .� �.�• r•�• s• „ Da n� Gut � x � �° holo6 49 e�' minimUrfl �� y�'P'�� thr�n rhf�iq � cmricflever � ' . . , 3. Stan porQO��lly vntJl you inters�t t�hr �olumn tl�at oo�!'n< <fie hole �a you salectad. Thii v�lue Is the ►�qu�! rtanTmum d(s�»evo from thz �dge of the hac to the ira+ide f�o of ths ne�reu wpport Table A—Round Holes � �IlQ�mwn til�fanoe florn insid� f�ee af anY s�llrport to 11ear`aryt e�lSe of hole Taple B--Square or R�c�angalar Holes l�elNntum diel�t�ce fram ias�de face of any sr�ort 'to nea�st ed�e of bale f�tFe �yNrlt�laf aa� an mavwemenca �onppwuoo. i Gen�al Notes • Multiple holep requirc ��tg� r+mes thr I�+@,�� of the largeit hole, �ndudtng 14:' nole�. • HoT�s may be located viatically a� wlthin ehc wob. Le�e �lo' of we6 rtaororw�� dt top. and botoom of hole. . • TJ1� joi�s ara manuf�rPd w�ch 1�12° pc�fOr�ed knockoutr in d�ew�b at �pproxirt��r li° on-eor�ber along lh2 len� of The jaigG 71u�1 do nol' affect hole plac�ent �,��.+ • D'ptanc�t a►e b�ad on un�iiorm Ioads usin� fha a�xmium loadi thown in tAu g�,id�. for ard�ev Ioad m�'tions or hnlc cor�r�+raGions. use'f�-BWm� softwaro or con�yaur 7rus loist rep+�ntativc. � Fo� �itAPle sp�p I5 foot minimum) up�ot�+M lot►�ed joi� m he�lOC1lsd aC ��,N�'!S of ch�s gu�dc, one iriaximum s�c round Itola nwY k11e ev r of the jo�ct �pan p�a� AO °'� h0les oeeur in dw jois� DO '.��4�:;?Fq t\ j'��j �;• •..i ' ;••.�?'�. � DO INOT � cut or �' �;;; _� noi+th � ftange ��N,�•' ��' •.•r ni.::iniY 4 iu. ,��ih�� °��d% 'iy,'b.'?j�1M '�4 `'��,��j��vldi� �4�'1B ��,y, 4�6!�ia' : �� .s�. 1� � •, r��.?d•� ��; �• �'_• • ` Ze � t a C',�,�'p'i��'i�ilu,�'i►i�#'Ir�fJ�sei►:t�a�!g'l�ir,a#;r1�+,c�`n: �. . ,., r;. . :, � �� :�•.i�r:.•:•;,.. ,� :ipr w.t�'•. %fr �myr•, n'1:�::'rr:'�r�Yy�. n �b � w �� e 10-28-03 02:39PM FROM-ARROW BUILDING CENTER-ELK RIVER i634417642 T-470 P.03/03 F-826 . � � ��/q° '��. ii` �• . � , � 1 • ��' �H� Ot J I�I�p . , .--._...1 '� TJI��Pro'° 100T5 joists �o an0 bo�m flanga of 1�I4" �e 13/a" e � 3/u° Paform�nca Aluc� web. D�51�1 �Opel`�Ie9 G1,OOS61.oad �rabaN �� General Notes ��n � � �ap � � • ��,�,� 9l/;t", il�/d°. °I ,' '!4+' or 16'` � � �V ' �✓ � � . ' . ' 1-�!e° �, TJI�/pro'" 130 joittr Top arld 6otEom flan� of Zti te x — �„SG m Miaollam� lVl wlth �/e' Perfarmarus PtuA wmb, �.� z b6D 210 1.4,Z� 1,120 2,390 Z.4B0 2.7 �680 161 1.17A 1.120 2,690 N�1. 9A 3,555 273 1,4Zp 1,Z00 Z,64Q Z,99S 3.3 4,945 4Q0 1.710 1,2G0 �,640 2,995 3.5 9A95 54b t_47a i.um � s.n �� Ociig� �ebon indudes al110�4► on tl,e jaist Oes�n �hwr is compuced at the fxe of wpporet fncludfr� all loadf on ihe apaa{�. Aliowa6l� sfi�r m�r �e0mec ba lnvessed at in[�rio� aupportx in aaord�nee , ��IC�o �s � art-�54 �,a.Nea-�aa a�d � r^� � . .. rotl tod ii1 spen t�bl�. ' Re�ctiaa Yalua are 6aaed on a minimum bearing length of 1�/4• at r,�dr an� 3�/�" aE i��iata cupports. � � � .� � � � - TF►� fetlowing formu� appt�ienate, ehe u�ifonm �oad deryce�on of t1(inehe�): Q = u.5 `�vL'� + Z.87 wl2 EI d x 106 p:- urte7am loaa in poun�t per q� � L � tp'an Gf feet d° a►Nto�out depM of tlro joirt in it�rl�t �-��t� �ar� Mst�rlal ll�eights (�ua� Tn� jo� wei�ts In dead t�d eateutations — see tabls abave for jolst wel�ts) � �ng Ma6etials flaors B�sad om Soudtern pirte + 4� pcf fot plrwpad, 49 pt.f for 058 1 Doup,l�t �ir — S6 pd for plrvood, 40 pcf fa OSB � sttingla . . . . . . .2.5 psf HDrdwocd (Momirwl i °) . . . . . . .4.0 p� Soutl►�n pine Douglae Fir �/x° plywood . . . . , . . .i.� j�sf . . . . � . . . . . .t.S pnf gI8` pIy�VOOd .. . . . . . .Z.O psf . . , . . . . . .1.8 �f g�a� V4Y'�od . . . . . .Z.s �af . . . � . . . . , . . .2.3 p� 1�1e' p��od . .. . ....3.8 paf . .... . ... . . .$.4 psf 1� ...... . .1.8' pfF . �/B� OS� . . . . .. . ... `� . . . . ... . .i�j.� psf q • �M� � • � . � . . . . r �RsO � 1/a GS � , . . . . . . . . . . .2.7 p�f . . . . , . . . . . . .2-S psf 1�/s°058 ...,,......4.1p�f. .. .. .,..3.7psf shatigla . . . . . . . .2.0 psf Gay 6k+ . . . . . . .9.0 to 14.0 p� Slate �!e" th;ckj . . . . . .l S p� R�It or Bat! Ins�la4on (1 ° eMdc) Roek v�eio! . . . . . � . .OZ psl Glsa nool . . . . . . . . .a.1 psf . � u v� v s � - CoAcratc (i" thicic) Regular . . . . . . . � . . . . _ . . . . t LO psf Ligbtweight . . , � . . . . . . . . . .8.0 Ga 10.a �f Sheet vi�+l � . . . . . . . . . . . . . .Q.S puf Carpct and pad . . .. . . . . . .. .. .1.0 p�f jM" cersm[c or quany tilo ....,.10.0 psf C�IA1 ODA�J�.M1C ��°, . . . . .. . .S.S �' �lings ' Ntousti�l fibsr b7e : . . . . . . .1.0 p�' Uz° gyp,wm board . . . , . . . . . . . 2.2 µsP S��r BJ�Pfum bo,ltd . � . . . . . . . . . L8 psf Placter (t � thicJcJ . . . . . . . . . . . . .B.Q p� o��i m � � � D�O r tD � m m tw � � o �� m � � O .p N � 2 0 � m7 � � � Dm o z �u -* v �+ �"o� ��o � � o o �� D � v � � � �u v -�i m � 0 z � v � v � o z o. � � � � � � 0 c � ? � 3 v �: � � � � r 7 w Z v ° � � � �` J �' � � f� I �� r � (—�i� Va �� 2�� c o�i oni o cWU a m � � �' `� m m m � � � � � O � v v � -, -, -� � �' p v v '?! � o '.Z � 2 2 ,�1 � d � � v; � �. 'U � � N N '�"-'� � � � � � � v�► � � y-, � � <.� .�n m G� m D`° � � m� a m -o -� m � N N � �, j ' T * � "_" � � m m c m a v " m � .� z 0 I I I I� I I I I I I I I � �� O O O v O V V V V(71 A �1 °o °o °o °o 0 0° °o °o °o °o °o °o °o -o m a� O � � �. � � a � 00 �' co � Z a C � o a n � ,, � 4 � -� m � � =i � v -�. � � � � � � �� ' I � , 0 '"�. � � N I W v r c � Z � -�i C � m � m � � � m � D �� r � W D v v � m � � � -� � � � THE BELOW MUST BE FILLED IN WHEN REPLACING FUEL BURNING APPLIANCES OR THE APPLICATION WILL BE RETURNED [:�MMnN V NT�_VFNT CnNNECTC)R AND COMBLISTI�N AIR VERIFICATION �@� ffi�jp0 an QYicfin�f�p�, the undersigned hereby verifies that the venting has bee� examined and is free from rust, deteriora6on, obstructions, and is securely supported and firestopped where required. Yes () No () The venting system is plasticJPVC and meets all current codes and manufacturer specifications including sizing, length, number of elbows and termination. Yes () No () The undersigned also verifies that the replacement unit is a listed assembly and meets the current codes and manufacturers specifications. This does include AGA-GAMA Category I Central Fumace Venting Ta�les for fan assisted and natural draft appliances. The eY��tnO �eme��nen air is sized and installed to meet the current codes and manufacturers specifications. Whe11 �E3qUlred t0 inetall a new cemb�ctien ai �it will be sized and installed to meet the current codes and manufacturer's specifications. WhB11 in�inQ a n�w ventinQi�, the undersigned hereby verifies that it is a listed assembly and meets the current codes and manaafacturers specifications. This does include AGA-GAMA Category I Central Fumace Venting Tables for fan assisted and natural draft appliances. Is the common vent and vent connectors sized and installed correctly after an appliance has been removed from the common vent and vented separately as per current codes. Yes ( ) No ( } Yes ( ) No ( ) Yes( ) No( ) Yes ( ) No ( ) Yes( )No( ), �.. .� .- .�. .��.� -� .�. -� .��- . � .��. .� Appliance #1 Type BTU Input Fan Assisted or Nat Appliance #2 Type BTU Input Fan Assisted or Nat Appli�nr�,#3 Ty� _ _ _ BTU Input Fan Assisted or Nat . Total Appliances - Total Btu Input Common Vent Type Vent Height Diameter inches Appliance #1 Vent Connector Height ft Length ft Diameter in Type Appliance #2 Vent C_onnector Height ft Length ft Diameter in Type Appliance #3 Vent Connector Height ft Length ft Diameter in Type � r : � � riT►� � - � . - HEATING CO: Signed By: Date : ADDRE5S PIN LEGAL DESC CITY OF FRIDLEY 6431 UNIVERSITY AVENUE NE FRIDLEY, MN 55432 57Z-36U4 l+'AX: : 490 FAIItMONT ST NE : 033024240132 : WAYNES 1 ST ADD : LOT 1 BLOCK 1 571-1Z87 PERMIT NO.: 2004-00031 � DATE ISSUED: Ol/12/2004 PERMIT TYPE : ELECTRICAL PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDITION/ALTERATION VALUATION . NOTE: ELECTRICAL PERNIIT BECOMES VOID 12 MONTHS AFTER PERMIT ISSUE DATE. UPDATE SERVICE AND 5 CIRCUITS # INSPECTIONS 2 APPLICANT ELECTRIC CITY INC 2422 UNIVERSITY AVE ST PAUL, MN 55114- OWNER MOHAMMAD CANDICE K 490 FAIRMONT ST NE FRIDLEY, MN 55432 AGREEMENT AND SWORN 5TATEMENT This permit becomes null and void if work or construction authorized is not commenced witin 60 days or if construction or work is suspended or abandoned for a period of 120 days at any time after work is commenced. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of wor� will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other sta.te or local law regulating construction or the performance of construction. Applicant Date Bldg Insp Date STATE SURCHARGE, ELEC FLAT ELEC PERMIT FEE - MIN (RESn TOTAL PAID WITH CHECK # 7320 SEPARATE PERMITS REQUIltED FOR WORK OTI�R THAN DESCRIBED ABOVE. 0.50 50.00 50.50 MAR-26-2004 o C� 7 4 'O � t4 Q � � 3, � �� .N °s � � � 0 � d t]. � `-'• -a � . �, � � '� a O � � � 1 N 1� i�' W ; �N � � Q, . � s c .-r � 't� 4 m ri m 0 � � � a � � � a O °: � � �8�20 � � 1's9 � c� � � rn � � ^�J O Y � -n v� X � �t fSO� MRR-2E-2004 FRI 08:�2aM ID: FROM CITY OF FRIDLEY `�� oR � Oy, �1. o�i � �a c o � �a �' � a IIt � m 0 � O �' Q rt --1 �. � {� r � � c m � t�t �. w � �o �7q 4/�1 � � � , � 1 a cd _�rt D Z � O t � y a -� �- � � A tND '" �9 g �a a� m A..sv„ a � @ c'o y � �. a � - a� a a �- ,� co � � d � a � o, Q .�o•c �,< w � �u+ —o, cn��e�o � � p �n � d � d '�?. � '; v � 'v � � � � d � � � �`• � � A � ,,�« � O Q � n a �, tp � w -Q � � � � fl. 3 � � � d � � O �� N ri �D � � Q v o 'r � � �4 QcD � t�9 � � � ps Q O � � fp { -. au w � �� , a p �. 'v � � � d � � '.a (�p 1 � o � � o � 4 X � � Qy i � C� � � c� � �i m � z � � S �0 � m 0 rn' � � TO _• � N � O O 9 o � �' OQ D � N � � 132�9834H93 Or 01 y� „�-� N N N Q � Q � � ,,� �j N 1D 7 -0 � � � �• � �,q c�'D Of � °1 p� ^ �C e�U tA rt�� , � o �p .� � c�' m � ¢=c Q . � � Ol � � � �. � .-r � � 3�m�� '_ � ' c v ao v -� P1 � �P � +� #� t�t �+ t,�► ,v"'i o c� o 0 � o °o v o° ^� tt! � � � � � � 0 � � � � o `D C�,� ce .,, 3 � cQ � �a c � N � o � � m � � � � Q � `° � � d � � nf r N �m�� Q �p � .-, _ � � � � � s+ p v rn a ��'" � c� 0 � � � "O m � � =a 2 O p� :a3 � �". I � c - � v rn � � � C � m v � `'PI�("aE: c P.02�05 . � �'��M^� � �� C -� �n V � `-� W � c�D �y �, 41�a► O ., o�.�•�r ~ A �� rr t''! c — N � � Z ao � tn ^`� m i� � � 0 z v_ � � a � � � � r �� 70 Q � Z m� � O �� i7 � . � Z � O .0 7d� � � C� � o� .� o o= z �+ �z � `t� �� m H� a� z� v� �-z �� A N � Z ` 0 � � rn ►'h A�.. f! rt � m 4 . � � G F m �t � � L— r �.,i « Q �o � ' \ w � � � � � ( � "� � � � � • �� v �S � ,� � �� 5�� ' MRR-26-2004 08�20 FROh1 CIT"f OF FRIDLEY TO 132�9834093 P.03��5 Ti'� 9ELOW MUST E� hILi�U !N WttkN Ft�i'L/�i4lNl.i fUtL LiUKNINIa H!�'F�'LIHNt�� UK f fit �� At'PtJCATIQN IMLL BE RETURN�D - �� „ ,, �n� � �� a � � �i � � • : = � � �T��Ti�.�t�1t�7��L�l:l�l�;ii�(a=��T�I►�1 �rj nl� _in0 an e�r�ct�n� ,�� __ t�e undersigned hereby verities that the vent� has � exam�rted �utd is fr�e from rust, dete�iorativn, obstructions, a�td is s�c�urely suppoKed and firestopped w�ere reqtaired. The verfti�g system is �tastic/PVC arad meets all current codas and manufacturer sp�af�tions �duding si�rtg� length4 number oi eibaws ancl tenminaGon, TT1�a �u�de�igned also ve 'r�ies that tti� reptacement unit is a Gsted assematy and r� the c�ment cvdes ar�d ma�ufact�mer''s specfications. This do�s � AGA-fiAMA C•ategcry I Central Fumace venting Tabies for far+ ass�ed ar�d r�a�ural draft appliances. 'fhe ' is sized and installed to rneet the current c�des aru! manufa+r.t�re�s s�ations. y� � tp :r�+11�n?w _nml� L�nn air�,it vvill be Sized �7d installe$ io rr�t the c.urrent cod�s �d manuf�s specificatians. Yes ( j No � } Yes{yNo{) Yes ( ) No ( ) Yes ( ) No ( } Yes ( � No ( ) � the undersigned hereby veri�es that � is a Gsted assermbty and mPets the c�arrent cwdes and manufacture�'s sp�ons. This da�s alclude AGA-GAMA C�tegary I Central Fumace Ver�ir�g Tabte� far fan assisted and natura{ draft appliances. Yes (� No () Is the common vent and vent connec�nr� sized and installed correctty after an �liactoe has bsen remaved from tite co►'nmon vent and vented �parat�ty as per current c�des. Yes (. ) No (: ) �.. .� �«,.�s .- .��.. -. :�. •r .�.� . . ..,�_�., A�tce #9 Type� BTU lnput � Fan Assisted or Nat App�tce #Z Tj,+pe BTU tnpuf Fan ASSisEed or Nat ,q��utc� Ot3 Tjr� 8TU Input Fan Assisted or Nat Tota! AppC�c.es Total etu (nput c� v� r� Yer�t Height � Diameter inches �t� #1 Verrt C�tr�r Height ft Length �,ft �meter in 1'�ipe �#Z V� Cannec�ot Height ft Length �ft Diameter in Type Ap�ce #Ki Vent Conn+eckor Height � Length ft Diameter in Type � ��: t � � �. 1,:�. .,� .;• HEATiNG G�7: Sy�d 6y: Dat� • MAR-2�-�004 FRI 08:23AP1 ID: F'aCE:3 CITY OF FRIDLEY 6431 UNiVERSITY AVENLIE NE FRIDLEY, MN 55432 PERNIIT NO.: 2004-00395 x � --- - --- - s -. DATE ISSUED: 03/29/2004 (763) 572-3604 FAX: (763) 571-1287 ADDRESS : 490 FAIRMONT ST NE PIN : 033024240132 LEGAL DESC : WAYNES 1 ST ADD : LOT 1 BLOCK 1 PERMIT TYPE : HEATING PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDITION/ALTERATION VALUATION . NOTE: AIR CONDITIONERS CAN NOT BE PLACED IN A SIDE YARD WITHOUT WRI'I°1'EN PERMISSION FROM ADJOINING PROPERTY OWNER. COMBUSTION AIR SHALL BE PROVIDED PER UMC SECTION 504(A) AND TABLE 6-A � INSTALL FOUR SUPPLIES, THREE RETURNS, REPAIR ONE RETURN & INSTALL COMBUSTION AIR # A/C iJNITS 0 VALUE OF APPL OR WORK 1350 # FURNACES 0 # GAS DRYERS 0 # GAS RANGES 0 APPLICANT HEATING PERNIIT NIINIMUM FEE 25.00 C B HEATING & AIR CONDITIONIl�TG LLC FURNACE SHELL/DUCT WORK 0.00 15658 150 AVE GAS PII'ING FEE 0.00 FORESTON, MN 56330- GAS RANGE FEE 0.00 GAS DRYER FEE 0.00 AIR CONDITIONIlVG FEE 0.00 HEATIl�TG REPAIlZS/ALTERATIONS 0.00 OWNER STATE SURCHARGE, MECH FLAT 0.50 MOHANIlVIAD CANDICE K TOTAL 25.50 490 FAIltMONT ST NE PAID WITH CHECK # 4123 FRIDLEY, MN 55432 AGREEMENT AND SWORN STATEMENT This permit becomes null and void if work or construcrion authorized is not commenced witin 60 days or if constcuction or work is suspended or abandoned for a period of 120 days at any time after work is commenced. I hereby certify that I have read and examined this application and l�ow the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The gra.nting of a pernut does not presume to give authority to violate or cancel the provisions of any other state or local law regulating conshuct' n or the performance of construction. Appli Date Bldg Insp — Da� �' SEPARATE PERMITS REOUIRED FOR WORK OTHER THAN DESCRiBED ABOVR_