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AF - 43163SuB�EtT IT NO. j c�ty of Fr;a�ey 3 0 8 2 9 AT THE 10P OF 7HE TWINS g �� L D 1 N G P E R M I T r ; � EIPT NO. COMMUNITY DEVELOPMENT DIV. ��a� �/ r � ~ � � PROTECTIVE INSPECTION SEC. � � � � �"'1 � CITY MALI FRIDLEV 55�32 NUt�BER AEV O�TE v�GE Of •OnqOVED Br �'""'��� �'� 612-571-3450 9t0-Ft5 4/14/00 / / J08 ADDRESS ��S `%(,%� ��i � r � M�V SS�\ �� t LEGAL LOT NO. BLOCK TRACT Oii AODITION SEE ATTACHEO oesca. 13,14,15,1 V Riverview Heights SHEET 2 PiiOPERTY OWNER MAIL ADDRESS ZIP PHONE Gary Bannochie �845 East River Road NE ��113, Fridley, MN 55432 574-0131 3 CONTFACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Same 4 ARCHITECT Oq DESIGNEF MAIL AODRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE IICENSE NO 6 USE OF BUIIDING Residential 7 CIASS OF WOFK �I NEW O ADDITION O ALTERATION ❑ REPAIR O MOVE ❑ REMOVE 8 DESCRIBE WORK Construct a 68' x 32' Dwelling and a 29'6" x 28' Garage 9 CHANGE Of USE FROM TO STIPULATIONS See stipulations on plan. Building structure to FEMA Flood Standards. Provide the City with copy of verifying survey before capping. Provide sod in the front and side yards. Provide a hard surface driveway. SEE stipulations on SP 4�00-02 approval by City Council on April 10, 2000. SEWER/WATER LOCATIONS: See City Engineering Dept. ����'�� 8efore digging call for SEPARATE PERMITS a�� uti�itY �ocations REQUIRED FOR: 4�n-0002 WIRING, HEATING REQUIRED BY LAW PLUMBING AND SlG�I� TYPEOfCONST OCCUPANCVGROUP OCCUPANCVLOAO SEPARATE PERMITS ARE REOUIREO FOR EIECTRICA�, PLUMBING. HEATING, VENTILATING OF AIR CONOITIONING THIS PERMIT BECOMES NULI AND VOID IF WORK Oii CONSTpUCTION 20NING SO. fT CU FT AUTMOR12ED IS NpT COMMENCEO Vy1TNIN 60 DAYS. OR IF CONSTRUCTION OR WOf±K IS SUSPENDED OR ABANDONED POR A PERIOD OF 120 DAYS AT ANY TIME AfTER WORK IS COMMENCED NO DWLG. UN17S OfFSTREET PARKING I HEFiEBY CERTIfV THAT I MAVE REAO AND EXAMINED THIS APP�ICATION 1 STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND COiiRECT. ALL PROVISIONS Of LAWS VA�UATION SURTAX Fire SC AND ORDINANCES GOVERNING TNIS TVPE OF WORK WILL BE COMPLIED WITM WHETMER SPECIFIED MEREIN Ofi NOT THE GRANTING OF A pEFM1T $137�000 �E)H.SS DOES NOT PRESUME TO GIVE AUTMORITY TO VIOIATE OA CANCEL THE pEFMIT FEE SAC CHARGE PROVISIONS OF ANV OTMER STATE OR LOCAI LAW REGUTATING CON- , STRUCTiON OF TNE PERFOFtMANCE OF CONS7Rt1C710N �l � 2�6.55 $� 1�0. �� PLAN CMECK fEE TpT � FEE �2�512.21 5� 4TU�7E O� CON" A OR AUTMOQ�ZE NT iOATEi ME PROP L ALID E THIS i5 `/O PE T / v- �� � ��'f�'J �� G/'� S�GNat . E O� OW�v ��t OwHEQ8u4DER� iD�iE� B G i�vSO � �i�tf NEW [ ] � ADDN [ ] ALTER [ ) 03-3a�-oo�� Construction Address: Legal Description: Effective 5/10/99 CITY OF FRIDLEY SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUII.DING PERMIT APPLICATION . ✓ '/7 1 �l �� �� � 0 � � � Owner Name & Address: (��}'�� �Q�j'�i � Tel. # rJ' /�"(�� �J] Contractor. ��{� �Nnj(�L� � MN LICENSE #�-57.f7• L71•br{�3• �Zy Address• � �� �j �1� �� � t�� Tel. # � �v 1 �Jl Attach to this application, a Certificate of Survey of the 3�Z' b� �� lot, with the proposed construction drawn on it to scale. LIVING AREA: GARAGE AREA: DECK AREA: DESCRIPTION OF Il�IPROVEMENT Length � � Width � Height � � Length �� %� •• Width �_ Height� � Length � Width-��- HgtlGround /�!Z G Sq. Ftf� �� G .l'C3. n_ sq. Ft. � G k t�% 3� Sq. FC"7�' /� %8S OT'HER: � / 0. Construcdon Type: /�J l�i � Estimated Cost: $ ���'--bt7V v' Driveway G�.�rb Cut Width Needed: Ft. + 6 Ft = Ft x$ �$ . DATE: lp-�� S APPLICANT: , Tel. �# ,�j %� 'U13 ] ��1i�°�3 � CITY USE ONLY Permit Fee $�� .�>.�`�ee Schedule on Reverse Side Fire Surcharge $� �'? .001 of Pernut Valuation (1/lOth%) State Surcharge $ : . $l0/$1,000 Valuation SAC Charge �; $ E''lOt�. Do -��II50 per SAC Unit License Surcharge $-�—'' $5.00 (State Licensed Residential Contractors) Driveway Escrow Erosion Control Park Fee Sewer Main Charge TOTAL STIPULATIONS: $ Alt. "A" or Alt. "B" Above $ $450.00 Conservation Plan Review $ ""Fee Determined by Engineering $ Agreement Necessary [ ] Not Necessary [ ] ���� 5`/ � �� ����d •� � �l� �o � ��-�� S�d�+� �� ���� � �� � JRVEY FOR: Mr. Mrs Gary Bannochie a�ht �1 'i0 �7 �isO�tA.ELS, JnC. DESCRIPTION: Lots 13, 14, 15 & 16, BLOCk. V� PROFESSIONALLANDSURVEVORS . River View Heights, City OL FilCile�7� ANDLANDDEVELOPM�NTCONSUITANTS (612) 421-9126 Anoka County, 1�linnesota. , 13621 VINEWOOD IANE DAVTON. MN 55327 o Denotes Iron Monuments Set � • Denotes Iron Monuments Found x Denotes Spikes set for Building Control xxx.x Denotes Existing Ground Elevations (xx.x) Denotes Proposed Final Grades PROPOSED TOP FOUNDATION ELEV. %�� The top foundation elevation as shown PROPOSED GARAGE FLOOR ELEV. ZZ ,_ is as required by the City of Fridley planJ�� i,n.g and building dept. PROPOSED LOWER FLOOR ELEV . �p , Q/rrp� T NOTE; Verify all proposed grades and dimensions with all actual final plans. � , �. �'� � yo �i L � �1'!pGi£••_ ,���.: .� 0� � S1 I5� � lov, oo ,ola� ���� g�9 �9 99i 78 rteas .— j��. /ro7 � . d ,I I 8��� \.�yno� \�il9�76 , /r�7 I \ � / �� � i / � � i� I i� // � i � 1 � �� I �i/ . / �oI ♦ I I I� ��\ I II� . I . 0 �,° �; .3 i I � �� � �.I � �� 6�9 �' � ' i y � o � 8�°►��0 �g.6 �Z3.�/ B�R'�68-� �q23.y� '� g'�3 � �v \ 3 (v\ \ � � //• � � o` ' � 4 Zo?$! \ z9•G� \ \ 0 � '�� � p \\ ro osC,� � � � o � � • `.. �e _ � ,P \ M � � � a � \ o�s\ � M m � a� �. N- � � � % s�- ° � � ��� � � � 4 �� ` \ � w0�ce � O X . � m� � ZO'�� 30•.� \ �.�y zyo //� ��r3+►� D�hQ. �'�� �M ��zz:� �6�9'¢ z,o naKf B'.o � �� QI� � 1 sst �� � � � w p � i V p � �' � ; �^ +� �, �, � i. M � m ,� � � i ' h �' o �01 1 d . qo� I ;� � � �e� le��•G J _ __._ 6,1 ,s f����9�� � �— ��'7�..nreas;...^...__.__ __.._._. _ ---__�,.._ _ � � loo. Oo Pl,�� Ca�c're�s !'urb • 4 1� � �dK���dry ST� c— F 7 ; M.�. �_� � �o v' E'� _ — ^ o — — (�orryer /y Vak ��s✓eN f{�ee�, R►M` Pi�7'�o% 'Myt �lp�/l I hereby certify that this survey was prepared by me or under my direct supervision and that I am a duly Licensed Professional Land Surveyor under the laws of the State of n esota. Da d October 20, 1999. B � Minn Y , es�ta License N�. 122G7 a . . .. , . .. ; y, u :� � �, � : , . ait � � '� " xtr � f � T �I �, �� ,� 1� u� � k ��� � �f+ i . � � . . � . d, ^& '� , � g � •y�'�` �fi. A � : . � � � . � .. }�� ������ . .. . . � � � , �. � �• . . . . 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P ^ �^ . ��,.::�t� 5J ,-�.,l�z r�� S� R��• -�- o-F �-�¢- G.�- f-� � � C� 4-k $L =-fi�.�-jv.� �..f � C,� .¢. cQ .S. 1Meather. c.L.-�� Performed By: Submitted To: G ti�� Q�n� �, �: e. �sf. �/p�- �4x� ' �� ;� �n ,���� � � �4I�/n1� . . . �-4,�: r.c's . f a as� i. � MODULAR HOMES MANUFACTURED HOMES CORP. P.O. BOX 1024 WATERTOWN, SD 57201-6024 ^ �� 605/886-3270 • Fax 605/886-7075 "�� Standard Construction and Equipmen# � NO EXTRA COST SHINGLED ROOF Copper Wiring Throughout 3/12 ROOF PITCH w/ 40 PSF Live Load 200 Amp Electical Box R-38 Insulation in Roof ROCKER SWITCHES 12" EAVES � GLASS GLOBE light fixtures VINYL LAP SIDING CHANDELIER in dining area VINYL Soffit & Fascia SWITCH for walk-in-closet light VINYL THERMAL WINDOWS-LOW ENERGY LEVER HANDLE BRASS DOOR KNOBS VINYL SHUTTERS - Throughout 30" WIDE INTERIOR DOORS, where possible Egress Windows - 53" Verticai HEAVY DUTY Interior poor Hinges LIVING ROOM w/3-53" Window Treatment Gabinet Faces GLUED & DOWELED* STEEL Exterior Front Door 38 x 80 - w/Storm Cabinets w/FALSE BOTTOMS in Kit. & Bath STEEL Exterior Rear poor 34 x 80 - w/Storm SOLID OAK Cabinet Faces in Kit. & Bath FOUR (4) INDEPENDENT SOUND EXTERIOR OAK FLAT CATHEDRAL DOORS & DRAWERS Throughout WALLS ON EACH HALF* BRASS CABINET KNOBS Throughout SHEATHING UNDERLAYMENT on BOTH SIDES DRAWER ROLLERS Throughout of ALL EXTERIOR WALLS STAINLESS STEEL SINK - 8" Deep SHEATHING Underlayment on INTERIOR SINGLE LEVER FAUCET w/SPRAYER in Kitchen MARRIAGE WALLS SINGLE LEVER FAUCET - Throughout KNOCK-DOWN TEXTURED CEILING DOUBLE DOOR Refrigerator - NO FROST - 16 cu. ft. R-19 Insulation Sand around exterior floor Range Hood w/High Out-Put exhaust fan & light frame {Shipped taose) DELUXE 30" AGA Range FLOOR .iOE�°�S 2 x 10 #2 -16" O.C. fi DOOR PANTRY, in most Kitchens DOi1Bl� �RAIL wlJOtST HANGERS on LAZY SIiSAN, in most Kitchens each ll�arriag� Wai! MIRRORED MEDICINE CAB. in Baths TOt�GUE &�ROOYED �LOOR DECKING FULL IENGTH LINEN CLOSET where appiicable 2" X 6�' �acterior Walis -16" O.C, w/R-191nsui. OUi BEST GRADE CARPET w/TACK STRIP WIRED #ar DRYE�i DELUXE REBOND CARPET PAD SHll�-�FF YALYES fQr Washer FULL LENGTH DRAPES in LR CABIN� Over Washer/Dryer MINI BLINDS Throughout 6C" i Piece Tub(s) w/DLX Shower Curtain HARDWOOD MOLDING PACKAGE CHINA STYLE Lavatories TAPE & TEXTURED 1/2" SHEETROCK w/BULLNOSE CORNERS (All walls except Baths, Utility Room & inside Closets 3/8" ARTIC ADOBE VINYL COVERED SHEETROCK Walls in Baths, utility Room & Inside Closets NOTE: CAPITALIZED items are often offered by other manufacturers as OPTIONS @ EXTRA COST. Built to CABO Code specifications (Councii of American Building Officials) *These extremely important items are generally unavailable from other manufacturers at any cost. Many OPTIONS are available @ extra cost (See Order Form enclosed) - Some of the most popular are: HEAVIER ROOF LOADS 4/12 ROOF PITCH VAULTED CEILING • � MANUFACTURED HOMES CORP. P.O. BOX 1024, WATERTOWN, SD 57201-6024 • 605/886-3270 Revised 7/99 Specifications are subject to change without notice. 1, HT2846-1 A � � � � —13'-5 1 /2"�5'-4"�� 64 8"� G sa- : ao .�. i ��� � � �°� � � ROOMY � .�. - � � MASTER BR :a• � � � � i �•� u � � � - � � �, � � � r--i I 1 � yp• 1�1 1 ! " " L_'J !0� _ _ _ _ !0� J0� 1 � ------ �i _7^— V ��� \� �. ... • .!"a .a `\�a i �� 0'-3 1 /2" N C� DINING �� 2ND BR 3RD BR LIVING ROOM J �TM i'-9"�10'-a �t/2"�10� 8" 3°' x eo- 18 -6 t/Z"— 46' x 28' 3 BR/ FDR! PASS THRU BAR (Body — 45' —4" x 27'-4"/ 1238 SQ. FT.) �t 3'-5 1 /2" 15'-9"— N C. ex �r. .'oo� ioa icw i O�� hlnn ___ vY C�i�[� �—� '� `'0� " UTILITY � °"� "` �. ROOM O°�^ �a i � K � �- - L. - "'"` � �'-s" ,t-� �� -- �- DINING tt-} �� � r--�� .rn.� � .,.e � o H o T wINDOW LEGEND Wd. Ht. K - 24 x 39 N - 30� x 39 F -l6z39 D - 30 x 53 D - 36 x 53 G - t6 x 53tccncss� PW - 78 x 53 —S'-4"--}�--10'-9 1 /2"� i I[LM � " � 2ND BR � H — uwn �,�c� �p' ts^ � �� s• �. � 7�-6" � ----- - x�' ; � _ --� T c,� MASTER BR LtVING R00 `� , J � � 3RD BR 4 f� t I - G 0 D D ! �- wINDOW LEGEND x• . ao' Wd. H1. I I K - 24 x 39 F----t3'-5 t/2 , 21._i" � t0'-9 t/2" ---�i N - 30 x 39 _ F - 46 x 39 D - 30 r 53 46' x 28' 3 BR/ REAR ENTRY UTIL.R. o- ae , ss G - 46 x 53(rcrtrss; HT2846-4A � � (Body — 45' —4" x 2T-4"/ 1238 SQ. FT ) vw -�s ■ SS _ � ���/� � pIF � Specifications are sub'ect to�han without notice. MANUFACTURED HOMES CORP. 1 9 � .. � � ' • � ia'G �/2" io' G° v �i'-s^—#—s'-s �/z^- I MASTER BR �� � � � � � � � �� iii■ ' ���� '�• 1�� � 1 � 2 7u- r.-mmr � . 1 I 3�' � W' . OM. W. t � � � � � �.. I Dp' � 1 _ � � -'� dr+ta I�ans� � ]0' __"____- i i � `--' i ' �-F ' ` s. � � w L. t°' `�`� i LIVING R�# � }-t-� I T O �; , j ,, }i-�� O 2ND BR K , '� i� V i w[at�u� ___'_'J �� I D D D G Mf1NDOW LEGEND se• . eo' Wd. H1. K - 24 x 39 70'-9 1/2� 18�-5" 5'-4' 10�-9 t/2" N- 3Q x 39 F -�6x39 D -30r53 �' X 28' 2 BR/ CLR D— 36 x S3 HT2846-5 (8ody - 45' -4" x 2T-4"/ 1238 St]. FT.) aGvr - ia x ssn��� � v �70 -9 G/2" 5-4" So . ao-a••—�-51�-8"�10'-1 N 1/2"� � H � `� Q O � � � ex n.. � i i �u y _ � � UTILITY f «*..n J DINING O � ROOM = ..�. .....,. ,.,.. � � _ 2MD BR � � p H L l...`y' o" u• - '0� � ' ^� - - - -------- t } ..aa � � }}} or. w. LLLL .�, .. -- � ye. r--� � . - � n2i ...�., � �.«�.ti a �--� , , {—}—t z�, xe� �: ; � � LIYING ROOM D T MASTER BR � �.• � � �� --- ; r@ O , G� a� K C ' D D D WINDOW LEGEND 8'-1 7/2"---�h---1E•_t'•----.}�4, x-• �• 19'-10 t/2"--�{ N - 30 x 39 F -46x39 � - 30 x 53 46' x 28' 2 BR/ FLR D- 36 x sa c - ae X ssa�u� HT2846-6 (Body - 45' -4" x 27'-4"/ 1238 SQ. FT.) Pw - �a x sa Specifications are subject to change without notice. //�� MANUFACTURED �iOMES CORP. Asc ��s �� AUTOMATED BUILDING COMPONENTS, INC. �.99-6�20 � 214LONGILAKE MINNESOO BO$666 � (6 i 2) 473-7376 1-800-248-4041 �� ���te ���te # ��stcxrer # ,E3C Sales :10/20/99 :QL99-60698 :99928 :DD : TC�R '.�tes : ROOF JOB L99-6029 �.YI'1' 1 SP�N 1 f� L7-lO-OS �7-10-OS Loading :40-10-5 Spacing :19.2 Yard Sales:JOHN Del. Date 12/O1/99 D�SCRIPTION IF-1 4X2 PCT I�DDER F-2 4X2 PCI' 0 !� Thank you �for your business 0 il • • H • --�_ _ _. Lyman Lumber - Chanhassen 18900 W. 78th St. Chanhassen, MN 55317 470-4800 Job Name : BANNOCEIIE Contractor : P. O. Nianber : E7C4102 0 DELIVIIt Zb: 665 DOVER ST FRIDi .F.Y TIS TURN DIRECTION FOR STIFFER FLOOR SIAPE HEEL HT OVERHANG C�,NT LEFT RIGHT LEFT RIGHT LEFT RIGHT 0 20-00 20-00 00-00 00-00 00-00 00-00 0 20-00 20-00 QO-00 00-00 OQ-00 00-00 � I � L996028•LYMAN LBR-CHAN. - F-2 4X2 PCT 7pP CHORD 4x2 SPF 1650f-1.5E BOT CHORD 4x2 SPf 2100f-1.8E WEBS 4x2 SPF #3 1N LiEU OF R1GID SHEATHING USE PROPERLY ATTACHEO PURLINS TO PRACE ALL FLAT TC @ 23.94" OC 8 ALL BC @ 120.00" OC. c4LCULATED VERTICAL DEFLECTION IS 0.73" DUE TO LIVE LOAD ANO 0.27' DUE TO DEAD LOAD AT X= 15-02-04. 29.25'���4'ii W2X3 �'� �� W15X4(R) = W4X10° T i-a-8 , � W4X8= R=1216 W=5.5" W4X10- W3X6= IHIS DWG PNEPARED FROM COMPUtER INPU► (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MfR. + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION.13.2.3.2. MAX JT VERT DEFL: LL: 0.73" DL: 0.27" (SEE DWG 519,000) RECOMMENDED CAMBER 1/2" TRUSSES TO BE SPACED AT 19.2" OC MAXIMUM. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W=W3X6 = W15X4 �n W15X4 ui W15X4 m W3X6= W3X6= W3X8 + W3X6= W4X8= K308 FLAT W3X10 SIDES 2x4 x 12" BLOCK 27-10-8 Over 2 Supports W15X4 (R) = W4X8° W5X7= W2X3 u� � 1-4-8 1. W5X5= W4X�8= PLT TYP. WAVE TPI-95 Desi n Criteria: TPI STD 18.2f3 ••M�RNING" TAUSSES pE0U1RE E�TpEMF C�AE IN f�BNICATION, N►NDIING. SHIVO�MG, INSI►ILIMG AND P44CIMG. pEiFA t0 NIB�91 (N�MDUNG IxST+I�IMG �MD Ba�CIMG). vuB�1SNED Br ivl (ipuSS PUTE ���n'��'�T/wSiuw.SPECi�G� �NCT�IUTF. 587 D'PNOfNI� P4.. SPITE 100. M�DISON, YI 5371?1, fOA S�►ETr PRA(TI(ES Pp10p TO �.CNIEPOIRWAS %FR11ED W LEON C[qf�1pM�NG TMESE �UMCTIONS. UNLE55 OTNER�ISE 1MDIUTED. TOD (NpFD SN��L XAYE CGOpEpl11 ATTACNED ���W p�SUPEMEION�NDIIWA . � (T�:ICiUS�L D�NELS. POiTpM (XQq(� tN4ll N�1'( A 09(Ii`fPIY +ITTICNED pIGID CFIIING. Wl1'IiGISIEpip►pOf[SSqNAIFN N � ••�MC��4T�41•• fI�RNISN �(pC� (1! TN�S �FSIGN f� TNE INSTA��Af�ON CONTPACTOA. �IpINE fNGINEFAED ��p� UWSa AE n mTA � rpiCl'CTS. IhC. SNI�� ypi PE aF5rpa51PtE «R �N� DEYI��IOM (POM TN�S DESIGN; AMI fA��UNE TO ' EUIIP ThE i4U55E5 IM (OM�Oow�Y:F �ITN 1D1: OR iaBAIUTIMG, N�MOIING, SHICDING, IMST�IIING AND A L P I N E Fa,�,�� �� TSUSSES iH�c CESIGM CCM�(�4MS YITN aOCl�C�Blf DNOY�SIONS nr MOS �N�TIOMA� OESIGN ' " S�ECI�IC�TIOM CU8l15wEL� P� iHE ��f41L�M �pNES� �ND C�D[p �SSOCIAi�ON) �hD TDI, �IPIME JU� Zz ��0 (pMhfCT0o5 �aE N�DE P� ZOG� �STM �ESI Ga�D Guv. SiEEI. E�C(vr �S MOTFD. ADCIY CONNECTON$ TO p�1E pfC�p.�W�t E�CN ��(E �� TPUSS. �M� I�VLC�S ,�t���oy�5f IOt�TED oM iN�S DESIGN, Dp51f�ON CONNECf095 DfR Cp��IMGS I60 ��i. TuE $E�l �M TN�S pNAY�NG IND1C�1f5 A(([DT�NCE �� DF�ffS51�ONA� ENGINEEAIXG OF5191UMOFRT%�9SGIIIFR4 ���rlil[[:I1(tlfl!'!'fr'dPf(dUC�S.�flC °ES�CMSIBIL,ir cpiEl� �f�� �HF TpUSS COMC(1N[N1 (�ESIGN SNOMN. TNE $UlTA81L111 AND USE Oi INIS Eanh Cm•. MO e?o45 «Mr��fNl fto ayr Ciet�(Ul+o PUIlDINS IS TNE AES�ONSIPIU Tf Ot iNF BUIIDING DESIGxfR. VEN . iyc�,rc� ���oog cECflt`9 ? , R=1216 W=5.5" � i-e-o � MN - 1-- R- Scale =.25" Ft. TC LL 40.0 PSF REF R7012-72771 TC DL 10.0 PSF DATE 06/22/00 BC DL 5.0 PSF DRW MOUSR7012 00174001 BC LL 0.0 PSF MO-ENG /BAF TOT.LD. 55.0 PSF SEQN - 234495 DUR.FAC. 1.00 FROM TGR SPACING 19.2" � ' � ('O11111�;N'I';�(�1�: I)I��I�'I,I�,(.'I'ION �\NI) ('i\1�iC31�;(� c' 1\tltf;lt I� 'fl'1'I�',1L1.1� t3l'il:l' I\'I'(> '1'I:l���l;� 'I'U ('�11f'GN��1'I'I; L - �I'�1N OI,, 'fl�Uti� I'��I� 'fllF; \'E:KTI(':U, �EF'L.F('TIO� '1'H,\"I' I�I•;�l�l:l'� f�'RO\1 'I'HI' I) -- I)I�;I''fll 01� 'I'Rl��� ��'1' DEl�LE("1'ION POfN'I' 11'1'l.l(':1TIOI� 01' Lcl.\I)�. f RO\ 1{)I\t� (':1\Il;i;lz 11:\� 'I'lll: _ - - - -- - ------ - -------- --- ------------ I'��LI.(>11'INC :1t)1':\NT:1Gl:�: I2E:('O�1�II:N1)P.0 I)I:I� LI:CTION LI�11TS ' Ili;l,f'� '1'c� i,��l�i�l; I.I;\ I;I, t'I•;II.I\(,� :\NI) f�'I,c)c�lz� �11•„1'1•;It 1�1::11> Lc):\U� :1ltl: :1PPI,It�;i). ' 1':\('ILIT,\TE:� DR:\I\�G6 '1'0 �\\�OII) I'0�1)I�C ON 1'LAT OIz I.O11' �LOf'E ROOF'�. ' ('U11f'[:N?:�'1'}•;� FnR �IFFI•:Ill;\'1' f�EF'l,l•:('TION ('H:1N:\CPF;RI�TI('� [�E:T11`F:G\ :1f)J.�('[;\'•I. 'I'f�l���l•;� ' 1\tf'RO\'E� ,\('Pf:��RA\C'E OT•' c,:\I2:\(7F: I)OOI� IIF;:11)f:}2� �\[) �TfIf;R LONG �!':\�� '1'll:\ f c':�\ :lI'f'G:1f2 'I'0 .�r\G •• ' �1\'O1D� ..P1P•.. 1� ROOF RII�i:I;LI\F:� :1'I' TIII:; TRAN�ITION FRO\1 '1'}1[: ����f�l,f: 'I'(1 ,\I).1:\('F:\'P ('Lf;AfZ �f':\N TRl'��E� c'.\�11�1;12 \1:�1� f3t; (1�11"f'1'F:f) I\ Rl;�lf)1;�"1'I,U, ('�\�'1'Itl�("1'ION "I'n I`I�1:\'f'\"1' CAI'� I3ET11'f:F:\ ('F.Il,1NC� ,\\I) I\'I'I;IlIOIt ti(�N-I,U,IUI�C i+l:\I�I\(� 11`,U.I.� I'lll; :1UOl�N'I' O1' (':\AII�F:}� l� I)l;l'I;NI)I•;\'f (�\ 'flll: '1'lllt�� 'I'l�I'I•:. �!' �ti. l.O:1I)ING. :11'1'1,1(':1'I'IO\. G'1'C'L•;'I'L:Il�1� I\�'I�I:\�1:1) I.IAtII'� 1'c�l� I�I:I'I,l;("I'I(�� .\�I� �I.I:�I)I;IZNI:�� It:\'I'IO 11. I�1 \1•\1' I;f; I�I;t1l ll�l;l� "I'c) III;I.I' ('�l\'l'KC)l, \�Ililt,\'I'IOti 'I'I�l!"__I'1'!'G L�_D I)I�f�,L�CTION LIDfITS LIVE LOf1D TOTAL LOAD 1'I'fCI1GD R00�' 'I�KI�Stif?ti 'ti l Lj2-10 (VL•'RTICAL) L/180 (VCRTICAL) f'I.00R (�t•' IZOOAt—IN—AT'I'IC 21 l.;!3G0 (VERTICAL) L/240 (VERTICAL) '1'(:U�ti�� FI.,AT OR �tiALL011' PITCIfED 2�1 L/3G0 (VERTICAL) L/240 (VI;RTICAL) ROOF TRUSSE� RESIDGNTI�\L F'LOOR TRUSSGS 24 L/360 (VERTICAL) Lj240 {VERTiCAL} C'OI�fAtERCIAL 1'LOOR TRUSSGS 20 L; 480 (VER'I'ICAL) L/240 (VERTICAL) �('IS�OR� 'I'RI�S��:� 24 0.'75" (HORIZONTAL) 1.25" (HORIZONTAL) �'Itl��� "I'1'['L•: �lI�CO;�1�iGNDGD CA�f[3GR 1'ITCIII?D 'fRl�.>'�F:� 1.0� � �GI'I.F:C'TION I'ROA4 �CTIJAL DEAD LOAD �l,(lf'INC f'AKALLI�:I. C'fl0fll) 'fRII��L;� I� I,O�IZ "I'RU��1�;� 1.5 x VGR'I'IC'AL �EFI,GCTfON FROM ACTU,11, f)GA� LOA� (0.'.�.5 z DE1� [.F:CTION FRO�d LIVE LOAD) + ,�CTI(,11. UI�:AU I,OAI) I'I.�1'I' It001' 'I'fll���l•;� (0.'�5 x UE.I�'LGC'CION F ROD4 LIVE LOf1D) + ( I.5 x DESIGN DEAD LOAD DEFLECTION) I'lll' I�O1.1.01ti'I\C 'I':\I�Lf;� ,1RE f'IZ0\'If)f;l) ,\� Ct�ll>I•:I.INI;� I'OR �!p'ff•: Tfll�. ACTU:11. �GriD LOAD �1A1' RG CONSIDERAF3[.Y GESS THAN I.I�tll'I\G I)F.PI,I:("1'1(�ti ,�\l) P,�'I'I!�f�1'1'I�'(� ('�\�tI3I•:Il ('ONI)I"1'ION� OIt 'flif•: [)E�IC�N UI�AU I.OAD. �'��I�I:� \1:11' F\I�1' l'H-\1' RE(�1�1R1: F\('I:F:I)I\c� 'I'lll•:�f•: I�I:�'(��tA1h:Nl):1'TIO\�. OR F':1?T E;\PFRII;\('I�; 11:\l 11AfZR,1N'I' Ii�INC �1c�Rf: �TRINGE\T 1.1\11"1':1T10\�. i�r�aamsvnurTMisvwi.s�cmr�•TFfIS DRA�VING REPLACES DRAWING 579,000 _ ''.IV�•• '��C�i: �i:: � i.={��j .ci ��� r.�cv�.ail':�� r:.r�PIINiS '.��I�'�'IN�,, IN>fnI.LIN�, W NWq1iCi6UCENVS10MAM01�MA _ : �i� � , .,,.:_„•,. .,•,�, a� ;r��•� <<P��_�.r,� a, «� ��G���S w� IECKIEAEDVfqfE551pUlEp6NEEN REF DEFLECjCAMB _ t � . c .. � -�P � PL . � �'I" � "�Af[ � rc.t� Iltf "� UI RT1iUMFCFhF5TAR6MIE50fA ^i - oC � � -: l.� �c�i" Ii :.�f I �!A � n�tcD "��.�ll. n.�,,�� [IATE n� ' �i ��� _ .. i.. . . � �.• fl" ���. t ��a• � .� rcilv(cL � n� �,�i ��f I� F Ih10 — -- � / --- I –_ • 1 ' [ 4 Ia �I �. lf . t IN� 1�.��lll�l ili'llvni f��: . �, ,. E ' •" ', , << <,�, �F < < :�, �� �,�,;��, <<u� ,��,� �� `��� . D�wG DEf'LCA�iBOG99 ..� �� �it .. � i� .� _ � I i� �ir �n i f I� tty lic � rF�'li-r.tl'i6 � � � �� � ,a ii Ir' . i a r �r i� � ��.i �I�upc�� vin� nrryJ�.•utl. p� � –E��� KAR �J. . .�':: . ��.i�.�.��l�a,l.'. ��JF�i"�.[� r� tu! nrq��r,;.y�l�=[ t �.riD — � :r� r -. . • ' � . . :.[: �,. e-. r.• .. : �,c.ff I�r�f.'. � Il F l OESI U110FRTP1�93CRfIFRI� I . - . i: � .•li. I (1'��( F'.I"(. 1.11' .tlf I�. �lrl ;'i - ' � . . � ..F �.v ��v �j� :�,c.t�,i'.�, Ir,'i�rnif , .� 'a ' , � �•��r.�.IN::,:t• '.i4it` t�L'c 1��( ii�ir. :I"�i'Iibir:i � - ., . . ,t.., ��,�.F' � f'�< '�• • 111�_�� � F:i�ll I�Pi�� .._ �li _.. .. .��: . ._i tr: .�I ' ..i.�. L?1�.. �.ac � rla�� AUTOMATED BUILDING COMPONENTS, INC. L99-6029 � 214LONG'LAKE MINNESOO B05666 �♦ (612) 473-7376 1-800-248-4041 � . Date :10/20/99 Quote # :QL99-60699 CLstarer # :99928 ABC Sales :DD By : TII�RR Notes : FIAOR JOB L99-6028 QrI'Y S PAN 2 2 11 5 1 1 1 8 1 9 1 5 L,oading :40-7-10 Spacing :2 Yarri Sales:JOHN Del. Date 05/15/00 DESCRIPTION 30-00-00 R-1 GE 30-00-00 R-2 C 30-00-00 R-3 C 24-00-00 R-5 C 24-00-00 R-6 C,FT 24-00-00 R-7 C, FI' 24-00-00 R-8 C,FT 04-00-00 R-9 M 12-00-00 R10 GE 24-00-00 R11 SC3,FL:12'6",SGE 24-00-00 R12 SC 23-06-08 R13 G£ 23-11-08 R14 MSC,TCB �7tsnk yon for yonr bnsiness c�c� z�o : Lyman Lumber - �.,�..:.assen 18900 W. 78th St. Chanhassen, N�1 55317 470-4800 Job Narne : SANNOQ�IE Contractor : P. O. rhm�ber : EX4102 0 . � a�- • 665 DOVER ST FRIDLEY TIS SIAPE I LE�LR G I LE�I R GHT I��R.� 7 7 7 7 7 7 7 7 7 7%4 7 7/4 06-10 06-10 24-00 24-00 00-00 00-00 06-10 06-10 24-00 24-00 00-00 00-00 06-10 06-10 24-00 00-00 00-00 00-00 06-10 06-10 24-00 24-00 00-00 00-00 06-10 06-10 24-00 24-00 00-00 00-00 06-10 06-10 24-00 24-00 00-OQ 00-00 06-10 06-10 24-00 24-00 00-00 00-00 06-10 33-12 24-00 00-00 00-00 00=00 06-10 06-10 24-00 24-00 00-00 00-00 06-10 06-10 24-00 24-00 00-00 00-00 06-10 06-10 24-00 00-00 00-00 00-00 06-10 09-13 24-00 00-00 00-00 00-00 06-10 56-07 24-00 00-00 00-00 00-00 �L996029-LYMAM LBR CHAN. R 2 C) 70P CHORO 2x4 SPF 2100f-1.6E POT CHORD ZxC SPf #1/#2 WEBS 2x3 $PF #3 :W2. W3 2x4 SPF #!1/y�: :l.t Wedge 2x4 SPF �/3::Rt Wedge 2x4 SPF y3: 0-6-10 �1115 DWf PRfPARED FROM COMPUIER INPUi {LOADS & DIMENSIONS) SUBMiTiED BY TRUS$ MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACNED PURLINS TO BRACE 8C @ 24.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. wsx5= WSX7 (B2) = W5X7 (B2) = �z o o� ��oUI �7-6-0 � 1-6-0 _I_ 7-6-0 _1_ 7-6-0 10-1-0 '�— 9-10-0 ----fi 10-1-0 � I� 15-0-0 I 15-0-0 I R=1906 W=5.5" PLT TYP. WAVE TPI- .�ALPINE Alpine Eng meerrd Products,lnc � Guth Cm•, MO 630a 5 �u 30-0-0 Over 2 Supports esian Criteria: " Y�RNING" TqU55E5 4FOUIpE E�1N(ME C�pE IN i�PPICATION, N�NDLIMG, SN�CV�N�, �NSTA���MG ANO Bp�CiMG. YE�Ep TQ N�B-01 (N�M�IING INST1lLING �wD Bp�[IMG), vuB�I5NF0 Br fV� (1NU55 pLAfE jMST�IUTE. SP7 O'OYOiYIP P4.. SU11E :PO, M�PISON, YI S]71?1. «4 S�iFT1 VN�CfICfS Op10A TO �EQ«RM�NG �NFSF �IiMCTI0N5. I�MlF55 OTNENYISF IMOIC�TFD. 100 (NOND SN��� N�yE ppODFplr ATTA(HED cTY:i(TU4a� f�MElS. PC11(1M (!1(�q(� CN\ll 11�1'f � DNOCFPL� \TT�[N[0 AIG�D C(�I�MG. '�M{'(1RT.INT" lUpM�SN � i�C� p( TN�S I�ESIGM �O TN( IMSI�Il�TIOM CONIA�CTON. AIpIN[ ENGINEEpfD �oOI�UCiS, �M[, $H1�� M�1 (E 4ESC�MSIPIE �ON ANI DEYI�IIOh fNOM iN�S QESIGN; �NY f���UME !0 Pl�ll� Tw[ TNUSSE$ Ih CCh!(+c•�NCf �I�N 1f1: Op (�PNIC��IN�, N�NOLIN�, SH�OOING. �M51A���NG �1M0 P44(��G �� TCUSSES. IN�S DfS�GM COYiOFMS MIfN �VO��(�SIE Oppy�510M$ pi NOS (N�fION�t DESIGN S�EC1�1C\T�pN CUPLI��fD P� TNf ��FpIC�N !pR[Sf �MD 0�7EN �SSOCI�TIOM) �ND TC�. ��V�NE CQMMECiCpS �aF n�CE r� :nc. �S1M �651 GRfO G�LV. SiFEI. E�CEVi �5 NOfEO. �PPIY CONNECTONS TO E�CN ��Cf �� TpUSS. �Np UF�fSS QTNEp�ISE LOC�TEO OM TNIS OfSIGN, OOSIT�pN CONNECTOpS Pfp CR�v�NGS IED ��Z. TNF SE�L C4 1N�5 D4�YIMG IMpiC�TF1 �CCEDT�N(E D� DpC�E5510N�L ENGINEEAING PES�.rSIPI�IT� SDiF�� <<'s THf Tqp�S CpMepNENT pfSIGM SNOMM. TNF SuIT�BIU rr �x0 u5F Of TNIS [nnr,MF� �OO �M� oaoi�(ul�o BUIIDIMG IS lef 4FS�OMSIBIIITr pi TNE BUIIDIMG DESIGMFA. VFp �MCliTel 1�19?5 cEC*I^M ;. R=1906 W=5.5" i N[a[tr axm nur n�K vwi. sr[aau- 1q11 CR IEPOIff IM�S iIEP►IEO �Y � OR W OFR W pPFCf RUiFNVEIOM 11N01 AM ► WlY I�GSiFRED /RO�FSSIONAL FM6/EfR woc� rx[ uws a n[ sr�rt o � ar[ Jun T 'O�sia.io�a t�a� woen m ss cnnEnu 0-6-10 MN/-/1 TC LL TC DL BC DL BC LL 70T.LD. DUR.FAC SPACING -/-/R/- 40.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 57.0 PSF 1.15 24.0" 9-3-10 Scale =.1875"/Ft. REF R7012-72772 DATE 06/22/00 � R W MOUSR70I2 00174002 "___._..._______'______ _'-_ MQ-ENG /BAF * SEQN - 216819 FROM TGR �L996029-LYMAN LBR-CHAN. - R 3 C) r10P CHORD 2x4 SPF 2100f-1.8E BOT CHORD 2x4 SPF #1/#2 HEBS 2x3 SPf #3 :W2, W3 2x4 SPF #1/#2: :lt Wedge 2x4 SPF #3::Rt Wedge 2x4 SPF #3: 0-6-10 TNIS DWG PREPARED FROM COMPUTER fNPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC @ 24.00" OC. DEFLECTION MEETS L/240.00 �IVE AND L/180.00 TOTAL LOAD. W5X5= W5X7(62)= �� LE 7�6-0 _I_ 7 6�0 _I_ 7-6 0 7-6-0 � 10-1-0 T 9-10-0 10-1-0 l, 15-0-0 I 15-0-0 I R=1913 W=5.5" 30-0-0 Over 2 Supports R=1703 ?) ° I_PLT TYP. WAVE TPI-95 Desi n Criteria: TPI STD 18.2f3 �. I ••Y�RNING•• TBUSSES pEOUIpF E�TqFME UFE IM f�BAICAlION, N�NDIING, SNIpPING. IMSUIL�NG �MD ��ry qp�y�T1N�SPUN,SPFC:IG� � i Bp�CIMG. NE�ER Tp NIB�91 (X�XpIING IMSf�ILING �ND lN�CING). DUBU SNFD B� !PI (TNUSS VLA7E � CRIlPORIMGSifE1M1ED1YLE0R '� IMSTI�UTE. SP7 D'ON�fp�p �q., $I�ITE I00. M�pIS�N, M� 57719�, �OA S�![TI VNACTICF$ VNION TO Wpfpl,rypq(��iU14NVElON11M01�61� �EN�O4N�MG IN($f �UNCII�NS. UN�ESS �IM[qV�SE IMDICATED. T00 CN(1RD SN��� M�YF VaOVEp�r Al1ACNED WtYI[GSIFRFDINOiFS510MAlBIGN&R �� STOUC�ua�L ��NElS. POTT(1M (wnap Sw�ll N�v[ � DNOCEpIr �1i4(NfD pIGID CEIIIMG. WOERIMEUMSOi M ST�IF 6 fA , •'1MC�RT�N1•• fUANI�N �(i�1 �( IN�S DfSIGN 10 TME IMST����IION COMIN�(TON. A�OIMF fNGIN[(GFO CY�M1C15. IM(. �N��� MpT PC OES�ONSIPIE «A �MT pFY1�TI0N lFOM INIS DfSIGN; �N1 f�11lURF f0 PUII� TNE fq�ICCE$ IM CONfC4MAYCf �I�N f�l; Op l�pq�(�fIFG, M�MOIIF�, SN�CO�MG. INST�IIING �FD � A L P I N E Pp,��y� �f I�l�C5f5. iN�$ CFSIGN CON(�pMC Y�TM �OC�IC�BIE CNOY�SIONS 0� NDS (N�T�ONA� DFSIGM • ce[(�f�(�t�pN fUPI IS�ED P� lwF �MEo1C�N fCpEST �ND ���FY �SSO(UIIOM) �MO IV1. 401Nf a� ,JU� z 'O�6�q.19)Q ---- ----� CCYNFC1pCS AR[ MACE P� ?OG� �51M �FS? Ga�O Wlv. StFEI. E�CEDi �5 MOTFD. �DOLY COMMECTON$ f0 � E�CM ��CE 0� TAU55. �ND UN�FSS 01Nf��ISF tOC�1ED OF TNIS DESIGN, DOSITION (ONNFCTOpS VFp p�g�y�pFpTy�.%CNIIFRU pRAMINGS 160 ��1. 1M[ Sf�l OM iM�S pR�Y1MG IN�ICiTFS +�CCEDi+�M(E 0( CuO�FSSI0N1l ENGINEFRING . ����111C F'flgIflKPCd Pf(�UCIS,IOC. pESDQMSIBIII�� SOIFIr fpR iME TOU55 COMCONfNT pC51GN SNpyN. TNF SU11�P�ll�f �MO USF Of TNI$ fAflh Cm•, �10 6}(W 5 «M�CNFMY /Of aN1 C\CT�[p�AS ?UIIPING IS TME pF_�ONSIBIIIiv pf THf BUIl01NG DCSIGNFR, Ofp � �NC1:TO� ���oag crCTIPN i. ' — -= ----- _ _. . 0-6-10 MN/-/1/-/-/R/- TC LL 40.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF 4C LL _ _ 0 _0 PSF TOT.LD. 57.0 PSF DUR.FAC. 1.15 SPACING 24.0" 9-3-10 Scale =.1875"/Ft. REF R7012=72773_ DATE 06/22/00 D R W MOUSR7012 00174003 M0=EN6_/BAF _ _ __ SEQN - 216827 FROM TGR �L996Q29 LYMAN LBR CHAN. R 5 C) TOr CHORD 2x4 SPF #1/#2 BOT CHORD 2x4 SPF #1/#2 WEBS Zx3 SPf #3 :Lt Wedge 2x3 SPF �3::Rt Wedge 2x3 SPF #3: 0•6-10 THIS DWG PRCPARCD 1"ROM COMPUfEH INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC @ 24.00" OC. DEFLECTION MEETS l/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X6° w�n��oc� = w�n��nc� _ �z o o�l PLT TYP. WAVE TP .�ALPINE -- ----1 Alpinc EnR mccrrd Products,lnc. , harthCirv.MO6iO4S . �2 0-0�1 � 6-0-13 _I_ 5-11-3 _l, 5-11-3 � 6-0-13 3,1 8-0-0 T 6-0-0 T 8-0-0 1 l_ 12-0-0 _I_ 12-0-0 _I � 24-0-0 Over 2 Support R=1564 W=5.5" 95 Desiqn Criteria: TPI(� ••M�RN�NG" iPU55ES �EOUIRE f�TAFMf CapE Ih f�BNIC�TION, H�NDIING. $NIDV�MG, INSTAL�ING AND 5R�(�NG. pE�Fq TQ N�8 ?1 �N1MDtING INSiI�LING �ND BN�CIMG�, �UBlI5HE0 Br 1�1 (iR(155 VIAi[ �NST�T��TE. SP? D'�rMal� CR.. Su1TF 2�0, M�01SOM, MI jJ11?). fON S.1ffT� DNA(1�(ES PpIOA TO �Ep�l'OM(MG 1NESF �UNCT��MS. (�V�(CS (�iNFp�l$I IMDIC�TED, Tp0 (NOAD SN��� N�YC VNO�ENIf ATTACNFD $iFUCTUA�I ��MFIS. P�TT�M CMiA� SN\�� N\Yf � OqOVFNI� ��1�CNED NIGID LfIIING. ••�MCpRT�1y1 ^ lUOMISN ►(OCV p1 IN�S pES1GM 10 TN( IMSTall�ilOM (ONTN�(TpN. �LCINE ENGIME[NED �4�DUC15, IM[. �Ml�( M(�T PI �FS��tiSIPI[ (ON �Nl pEY1�110M (P�N INIS OCSIGN; ANT (A���FE ip Pli1l0 1ME tR�ICCES 1N ((�Nf(�4M�Y([ y�ih �PI: �q f�PRICA1lNG, N�tipIING. SNIPDING, 1M51�llING AND P0�(�NG P� �aU55F5. 7w15 D(SIGti COMf04M5 YIIM �Pp��(ABLf DNOYISIONS 0( NDS IM�IION�I DESIGN SrfU�ltaltpq rt�PttSwFD P� twf a�FRI(�4 fpeESf �Mp O�OFN �SSPU �t�pM) �MD T�1. �IVIME CpMMECTORS aAf MlCE 0� ?OGa �51M �RS) GN10 G�LV. SfEEI, f�CEVT �S NOIE0. �DDIY (ONNECiORS TO f�CN !\(F 0� 1CUSS. �N[� UN�E$S (�TNFp�lSE iOC�rEO oa TN�S DESIGr, vOSI�IOM CONNfC10AS DEN C��YfMG$ 160 ��i. �NE «�l CY TN�� Dp4w7KG IMDIC4i(S 4(((Oi�NC[ (1f Fpl1T[SSIQNA� fNG1NffRING �ESfiM5lelllT� 501F1� �Oa iME �QV�C CC�Mr(IhEN1 pESIGN SMf1YN. IN[ SUIIABll111 ANp USE 0� iN�S (pMDpNEMi �pR !M1 CIRTICIR�� BPIIDIMG IS �NE pCSCpM[IBIIITr Of IMF BUIIDING OESIGNER. DER �YSI�TCI 1'loa5 CFCTIQN :. R=1564 W=5.5" TD 18.2f3 I IEPF[V QRIIiY TIIAT TNK PUN. SOFCIiICa• 11Cp. CN IEPOIR NUS VIFP111E0 [Y LF ON WOFN W p1FCI1CUPENV�qN AN01 AM 11 WlY IE6151FRFD MqiFSSqMill EN WiEN U10ER t4� UM5 0( 6f SfAIE R� ah Jun ? 'O�&�p f9TQ �$IA1 U11p(R TPI�%CNf�EPY1 0-6-10 MN/-/1/-/-/R/- TC LL 40.0 PSF TC DL 7.O.PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD._57.0 PSF DUR.FAC. 1.15 SPACING 24.0" 7-6-10 Scale �.25"/Ft. REF R7012-72782 DATE 06/22/00 � R W MOUSR7012 00174004 MO-ENG /BAF * SE4N Z16846 _ FROM TGR L996029-LYMAN LBR-CHAN. - R-6 C,FT 70P�CNORD Zx4 SPF #1/#2 :T2 2x6 SPF 1650f-1.5E: BOT CHORO 2x4 SPF #1/#2 NEBS 2x3 SPF �3 :Lt Wed9e 2x3 SPF �3::Rt Wedge 2x3 SPF #3: THIS OWG PREPARED FROM COMPUiER INPl1T (LOADS 8 UfMENStONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLA7 TC @ 23.94" OC b ALL BC @ 24.00" OC. DEFLECTION MEETS L/240.00 IIVE AND L/180.00 TOTAL LOAO. TH1S DESIGN TO BE USED IN A STEPDOWN HIP SYSTEM. TRUSS HAS NOT BEEN DESIGNED FOR ANY ADDITIONAL LOADS WITHIN NON-TRIANGULAR CENTER AREA. 0-6-]0 PLT TYP W4X6= W4X6= W�JI� �L3L) ° W5J�5 (CSLJ = �2 0 0�1 .��"ALPINE __� 41pme (�ngmeerrd f'roducts. Inc Fatth C�. \10 67035 �2 0 0�1 � 5._7-12 _I_ 5-3-3 I"2=2-ZI_ 5-3-3 _I_ 5-7-_12 J 8-0-0 -�` 8-0-0 � 8-0�0 l� 10 10-15 I z Z 2 I 10-10-15 I 24-0-0 Over 2 Supports R=1564 W=5.5" -95 Desi9n Criteria: TPI(S ••M+�RNIMG•• 1RUSSFS REOUIpE F�TRfME C�Rf IM il�BAICA1�OM, N�NOIING, SHIpPING, INSTA���NG �MD BQ�CING. REiEA i0 N�B�O� (N4MDlING INSi4(LIM� AMD BR�(ING�, PU8L75NID Br iVI (iRUSS 0(Ai[ �YST�TUTE. SP? D'CNpfN�� pD., SUiIE :�0. M�DISON, NI S��la�. �Op 5�f[TY 7pA(TI(ES CN100. 10 �Ep�01+MIMG TMESF �UN(f1�N5. UN�[55 Q1NEp�iSE IMp1C�1CD. 1pD (N(1N0 $N��� NAYf DNOPfNIt AT/�CNED STNUC1Up�l Cl�MFIS. POTTOM (NpPC CH��� N�VE � DopD[R�T �ff�(NEO NIGID CEIIING. ••�MCORTl�MT•• fU4N�5X +1 COCr (+f *HIS DESIGM ip TNF IMST�II�T�ON COxTN�(TOa. �lVlMf fMGIMEEpEO PYPCUCTS. IMC. SN��� MOT Pf PFS��NSIPIE «R �M� �F�IA�I�M �pON fN�S DFSIGM; +IN� f+1��UpF i0 PUII� TNF �RUSSES IM CpNipcN\MCE vIIN TCI; Op ��80�(ATING, MaNOIIMG, SNIDD�NG, INSUIU NG �ND QC�CIN� �� TqU55F5. TN�$ OESIGM (pM�Q4MS VITN �DDIIC�BIf OPOY�SIONS 0� MOS (M�T�OM4� DfSIGM S�F:I�IC�TIPN �UPIISuED P� IHE �MEQIUM �PUCST �wD O�vfR ASSOCI�TIOM� �MD iV1. �lPlxE C�MMFC1pYC �AE N��F l`� i�G� �STM �Fcl Gp�O G�IY. tT([L, !�(F�T �S M(11FD. �DV�1 (pMMECTONS TO [aCM i�CF ^t TOVGC, �M� IItiiECC �lw(OYISF lOC�1FP OM INI$ DFSILM. pO51TIDM COMMECTOpS DEN pa�vIMGS 16P � i. TeC SF�i Dr in�5 Dp�rIMG 1hD1(�1ES �CtE�»ti[f 0� vaptE551Px�1 EM��NEfAIMG �ES�iNS�PitIT� ci�El� �iF iu( Iq�icc ((�Mp(1MFN1 Of$IGY S1�OYh INE $U11�BIlIT� �MD USE 0� IH�S CCM�PMEr* fDa �M� CacTlCUl�q PuIl01rG IS iME afS�ONSIBIt1i� 0� THf BUIIDIxG OESIGVFN. DEN �w5!•rtL 1 ivag ccCrlPr _. R=1564 W=5.5" TD 18.2f3 11EPE�N QN1iY 1W1T TNK PIAII. SPFCIRG� T�CN. CN IEPONf Mu5 /tEitt1F0 �YaE OR WOFR W p�ECI SUPEINL�ION 4M0I �Il ► WIrI�G51FREDMqRSSqMAIFN P WOFR TNE UWS Ci IFt STAh 6 SOTA ✓ ah Jun 22 ' O�c � �yi� OESIpI UNOfR f01-ylCIt11FRU 6-11-0 0-6-10 MN - 1-- R- Scale =.25" Ft. TC LL 40.0 PSF REF R7012-72783 TC DL 7.O.PSF DATE 06/22/00 BC DL 10. 0 PSF DRW nousR�oiz ooiiaoo5 BC LL 0.0 PSF MO-ENG /BAF TOT.LD. 57.0 PSF SEQN 217660 . _ . . _ _ . .. . _ _ __ —_ - _—_ __—__— _'_--______ DUR.FAC 1.15 FROM TGR _ . ..,. . . . .---- - -- ---- SPACING 24.0" �L99602•9 LYMAN LBR CHAN. R 7 C.FT) T0� CHORD 2x4 SPF 1650f-1.SE BOT CHORD 2x4 SPF #1/#2 WEBS 2x3 SPF #3 :W3 2x4 SPF #1/#2: :Lt Nedge 2x3 SPF #3::Rt Wedge 2x3 SPF #3: W15X4�o � ��-�%� �� , �", ii "� 0-6-10 !��� i �� G / W5X5 (62) = �2 0 0�1 LE 5 7 12 � r 8-1-4 � 8-10-15 � � R=1564 W=5.5" W5X5= W3X6° 3-3 THIS OWG PRCPARED fROM COMPUfCR INPUI (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC @ 23.94" OC & ALL BC @ 24.00" OC. DEFLECTION MEETS L/240.00 LIVE AND Li160.00 TOTAL lOAD. W5X5= I / W15X4�ii / —I 7 �j w 3 i" i� W5X5° � 6-2-2_ _ ,►� 3-3-3 _I_ 5-� 7-10-12 � 8-0-0 _I_ 6-2-2 _I_ 8-10-15 24-0-0 Over 2 Supports W5X5 (62) = �z o 0�1 R=1564 W=5.5" i PLT TYP. WAVE TPI-95 Desi n Criteria: TPI STD 18.2f3 I "Y+IRNINC' TRUSSFS REOUIpE E�1UEM[ (�RE IN fABRICATION, M�NDUNG, SMIPVIMG, INST�LIIMG AND ��q�sy�qn�T141TiMISMAN.SPECYMw- B0�(�NG. PFIFp TO NIP�?I (N�NpIIMG IMSI����NG AND BpA(IMG), VUBIISMEO BY TPI (TNUSS 7LATE i1C11,CN1ii0RIWASVIFIMIED[Y►EOR � IhSTRUiF. 5?? D'ONO�GIC PR.. $UITE i00. M�OISON, MI SJ119), fON S�fETI' VP�1CI1(FS Vq10R TO pyppq�,lyp1EC15UPFRVEqN11ND111N� � � vEqrpqr�wG 7wESC �UN(i�pNS. pN�E55 OTNERY�Sf IxDIN1ED. l0o Cn0a0 S„ul e�vE PAOPEAtr ATTACNEO Wlr1EG51FpEDVN0iFS51oMA1F11 N /� STaUC1UQ4� C�NEIS, POT10N (NpaO SM�II N�YF � OpOO[p�� ATU(NED RIG�D CFILING. UNOFR M UM50iRESUR 0 500. � •IMCC9T�NT•• �UOti�SN �(0�� C� TNIS OCSIGM f0 TN( INSfaIUT�OM CONTN�CTOR. AlO�ME ENGIN[ENED " •�GPPpCit, �N(. �M��� MdT Pf QES�Oa51Ptf �04 aNl DEY1�110N fPOM TNIS DESIGN; �N� fAIIURf TO � � PUII� iNE 1AUSSES IN C11NlCFr�M(F �IfN IC�; �q (�BNIC�TING. M�NOIING, SN�OV�NG. IMSI�LIING �ND � A L P I N E ea.�,�� l�� IFUSSES. 1M15 (`CSIGY COkf�AMS YI1M �vri��a�tE DNpY1SI0N5 Of NOS (N�1�ONA� DESIGN ' «EC1�1C\f�(�M Cl�o��SMED P� �wF �M(F�(1N f�NEST aMD ��PFN �SSOCI�110N) �MD IVI. AlO�NE -' --------� C�MNCCT�CC lqE M;�I 11( 2PG� ASTM �E�7 (.q�0 G�IY. 51EF1. (ICE�T �S MOTED. �vDtr (�NNfC10RS 10 ah �U� 22 ���6.M0.197Q � [1(w f�(E �� TpUSt. �N� UMlFSS l�Nf�MI�F I�C�IFD ON TM�S DESIGM, D0511ION (ONNECTORS OEA �����p�,%��p� Dp��1NG$ IEO i; TeE Sf+l OM rwlS Dp�MIMG IMDIU�FS �CCE�TIY([ O� �pMFSS10NA� ExGINEEFING � /�� Iflf F'll(ZII%YIC� �OdUC�S, �flC ��������Pll!TY C(��[�� ��1q IH( IPUSS CnNCpy[NI �fS�GN SNQYN. TNF SUIT�Blllir AND USE 0� INIS � Farth Cm�. MO 63(►fS rn+rca[aT ro� .r� r,cr�cm .4 eoiinirr, is �NC aFS�OxSIPltltr Or rN[ BuIIDING DESIGNff1. VFN � �VC�i�rl I laoa c�(T�.•y . 0-6-10 MN/-/1/-/-/R/- TC LL 40.0 PSF TC DL 7.O PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD._ 57.0_PSf DUR.FAC. 1.15 ___ _ _--- - -- -- SPACING 24.0" 5-9-0 Scale =.25" Ft. REF R7012-72793 DATE 06/22/00 D R W MOUSR7012 00174006 MO-ENG /BAF * SEQN - 217667_ FROM TGR �t49602� LYMAN LBR-CHAN. - R-8 C,FT) �TOf CHORD 2x4 SPF 1650f-1.5E BOT CHORD 2x4 SPF #1/#2 NEBS 2x3 SflF ;�3 :lt Wedge 2x3 SPF #3::Rt Wedge 2x3 SPF #3: 0-6-10 �;� �2 0 0�1 W4X6= W3X6= THIS DWG PRFPAHFD FROM COMPLITER INPIIT (LOADS 8 DfMENS10N$) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATNING USE PROPERLY ATTAC{iED PURLINS TO BRACE ALl fLAT TC @ 23.94" OC & ALL 8C @ 24.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X6= w�n� (nCJ = W�7,5 (tlL) ° �z o 0�1 � 6-10�15 � 5•1-1 �_ 5-1-1 _I_ 6-10-15 � 8-1-5 � � 7-9-7 T 8-1-5 � l, 6-10-15 I 10-2-2 I 6-10-15 I 24-0-0 Over 2 Supports R=1564 W=5.5" R=1564 W=5.5" PLT_TYP. WAVE TPI-95 Design Criteria: TPI STD 18..2f3 . "Y�AMING" TPUSSES aEOUIpE E�fPEME C41iE iF (�BQICAI�ON, N4MDLIM�, SNIOpING, INSTa���HG AND ��qfey(ipTiyTI11IT�11KV(ItN.SPECi1Gl� PN�CIMG. PE�EN TO N�P�91 (N�MDIIMG IMST����NG �Np BA�CING�. VUBlI5MF0 B� IV� (TpUSS VlA1E �,CRIEPpIffWA$ilEM1E0lYLEOR IMSTI�UTE. SPJ D'PM01410 pA.. SUI1F I00. M�PISON, MI S)11?�, �ON S�PEfr Pp�(TICES DqiON i0 yppF�►ry pp[�tSUOEM610N�ND1�M�1 �Ep�iRM�MG TMESE �UNCt1�NC. UN�E55 OTHFpVISE IMOIC�TED. TOC (MOAO SMill N�YE vpOVEatr �fTACN(0 DUlY1�6KIFNEO/ROfFSS10MAlM6/IEFN ' CTO;i�7�ioA� r�YE15. PO�TO� (HCAp $H��� N\yE � DApD[p�Y ATf�(NCO pIGID CEIIING. IMOfRII(UMSGiRFSfA1EQ1�1ES0TA � ••]M:;q7�MT ^ �PRM�SN � cnr� 0� THIS DCSIGN TO 1HE IMST�II�IIOM (pqTA�C10a. �IVINE EMGIxFEpED ' 1'ipn(�(TS, IMC. $N��� hpT PE pFS�PaSIPIE �ON �N� DEYI�TIOM �FpM TN�S Of51GM; ANI i���URE TO /� PVII� TNf T�uS5E5 �M C�rr,,o��MCE �I1M TC�; pF {�Pp�(AT�MG, N1MDlING, SNIpPING, IMS��IIING �hD �' / . A L P I N E F°,�,M� �� �pU55E5 1N�5 PESIGM (OMipoMS YITN \CC��(ABLf 7PpY1SI0M5 �� NUS �N�T�ON�I DESIGN ,{pf � $�EU�IC�T�pY CI�PLI$"ED P� fHE ��f01UM fpoEST �NO ��VEp �SSOCI�TIOM� �ND rvt. u01NE �h � 6�g�p 19)Q � � CONMfC1�RC 15f MACF �� ZOG� �StM +�FS) Ga�O G�LV. STEFI. f�(F�T �5 NOTFD. ADp�� CONNFCTOpS TO E�CN taCF (�! iNV$C, iMp �YIECC �tN[OYI�C l�C4Tf0 ON iNl$ DCSIGK. o05111ON CONh(CIORS PER pE5191WpfqIR�96Cq1TEPM rC�YINGS IEO ��I. LNE $EA: �N TH�S (�R�Y�MG INpiC�TFS +�CCE�t1M(f 0� DApfESSIOM�� FMGINEEpING •�� IfiC''ilEjl��{ICi$,�fl(' ��"C���B�llt� $�L�l� «p T�f TpUSG CprcnvEMT Of$�GN SN(1YM. TNf SUIf�BillTr �xD u5E 0� 1N�$ D FartF (,m'. A�0 b�a S COMpnNEYT Pp5 �N� P�qT�(p��o pp��plNG IS TNE NES�OMSIBIIITI Of TNE PU�LDING OFSIGNEN. OEN • �MSI'TCI 1 loa5 SECTICM :. 4-7-0 0-6-10 MN - 1-- R- Scale =.25" Ft. TC LL 40.0 PSF REF R7012-72794 TC DL 7,0 PSF DATE 06/22/QO BC DL 10. 0 PSF DRW MOUSR7012 00174007 —_ _"—' '_ BC LL 0.0 PSF MO=ENG /BAF __* — "'___....__ _ _TOT. LD. _ 57_0_ PSF SEQN__ 217672�_ DUR.FAC. 1.15 FROM TGR _'_._ ___._ ' __'_... _ _._" _'_' _ _.'--.�_�__ SPACING 24.0" 99502� LYMAN LBR CHAN. - R 4 M TOP CHORD 2x4 SPF #1/#2 B�iT CHORO 2x4 SPf #1/#2 WEB$ 2x4 SPF #3 0-6 10 W15X41u �-2-�-0'�f 0 1 8 rE 3-10-4 ��L12 3-8-8 0 3 8 �4 0 0 Over 2 Supports.� R=483 W=2.999" , PLT TYP. WAVE T �, � ALPINE -- --�� ' �Ipmc Fngmecrrd Froducts. Inc. F.rtb cm. ��o eioas � 2-7-2 _1 _ R=169 11115 DWG PREPARED FROM f.pMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTEU BY TRUS$ MFR. IN LIEU OF RI6ID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE 8C @ 24.00" OC. DEFLECTION MEETS L/420.00 LIVE AND L/300.00 TOTAL LOAD. 95 Design Criteria: TPI(S •Y\ANING" 1q1'SSFS pE0Ul4E f�iPFNF C4RE IN �+IBI11U110N, X►NOIIMG, SNIVD�NG. INSTAIUNG �ND B4�CIMG. pC�Ep Tp w�B o� (N\FpIING INST1LlING AND BN►CIMG), OUBLISHfD BT f0� (IPUSS VL�ff IMSTITUTE. SPl n•,�rrrai� ro , su nc ?00. M�DISON, YI 57�19), fOR S�PfI� VN�(fICfS VNION �0 �[9FpFMIMG iHFSF �u�C�IPrS. uriE55 I�NFpMiSf IMD�UTED. �OV �nORO SN�II N►rE PROVENIr �1T�CNED cTCpC1U9�1 r�NE1S. ?OitoM r�non SN�II N�YE � rcpv[ptr ATf�CMEU NIGID CEILING. •IMCpR1�NT•• �UaNICN �(if� �f iN�S DFSIGN TQ IH[ �NS1A��JT�ON COMIN�(TOR. Al71NE iNGINfEACD �P;1p'iCTS, IMC. �N�L� Mpl PI oESenr5lPii ��A \NY OCYI�110N fNOM iN�S OFSIGN; 4Mf fA�[UME TO PUIID TN( TP;CCFS IM COM�Gp��M(( YI7N iC�; pR l�Pp1UfING, N�NDIING. SNIV{'IMG, INST�LIING �MD 2p�CIM� �� 1�:�55ES. TH�$ �C51GM C(�N�pCMS YIfN �CC���fB(C OPOV(SIANS 0( MOS (N�ffON4� DCSIGM S�FCI�IC�11�Y r��PtISNfP P� IwE i�FpIC�M f�CES� �xp C�oEe �SSOCI�110M) AND iD�. L�FINE ccrrtc�nas .�r y�nr o� TPG� �si� +eai GaiO G�tv. Sr�Et. f�CFo� �S M01[D. ADI`�Y COMN(C10RS ro f�CH ��CE P� icU55. �MD l�NlE55 n�NFo��cF IOCUFP OM iN15 DESIGM, vOS1110M CONMFCIOFS �C9 ���MINGS f6� � t. r�E Sf�l �M �w($ (���NIMG IN�(C�i(S �CC(DI�MC[ Oi ranress�ox,i FN41NfFR�MG �ESf(1MSIPILITt �(1l(IY lI�O ��F �o1�5S (�MC(+yFN� DfSIGM SNOYM. fM( SU111BI1IT� lMD USE Oi TN�S (OMO(1KI4� �1�� •M• f�Pf(CUL4C AUIIPIh�; tc IM� Rf5v�N51B1111� 0! 1NE BUIIDIMG DESIGM(R, D[R �MSIITCI 1 l005 SECII�M :. TD 18.2f3 1141E/V CFrtM' i1UT 1NI5 PlAN.6PFCIRG� 1IC11.CRIEPORi WA6PIEP�IED�1'►EOR WOfR W p1El.'f SUPFINISIpI �M01 AN A w�r aEUShn[o wiorESSpiuta�w�[n WOfR TNE UNS Cf I1E StAH 61fIES0tA ,(/� MiF � � V �6. M0.19TQ OE5141 WOFN Iq�%CPIIfPI� 2-10-10 MN - 1-- R- Scale a.375" Ft. TC LL 40.0 PSF REF R7012-72795 TC DL 7.0 PSF DATE 06/22/00 BC DL 10.0 PSF DRW MOUSR7012 00174008 BC LL __ 0.0 PSF MO_ENG /BAF__ TOT.LD. 57.0 PSF SEQN - 217640 DUR.FAC. 1.15' FROM TGR i .. _ ._ . _. . ... "___ .'___ _..."_". __ _ _.. _' _—"___.___ ,.__'— ' SPACING 24.0" �tL996029 LYMAN LBR CNAN. R11 SC3,FL:1�'6",SGE) Tl��' CNORD 2x4 $PF 2100f-1.SE :T2 Zx4 SPF #1/�2: 80T CNORD 2x4 SPF �1/#2 :B1 2x4 SPF 2100f 1.8E: NEBS 2x3 SPf #3 :W1. W2 2x4 SPF #3: :Lt Stubbed Wedge 2x4 SPf #3::Rt Wedge 2x3 SPF �3: SEE DNG GA698117 FOR ADDITIONAL REQUIREPIENTS. IIIIS DWG PRLPARFD FRUM �OMPUIER INf'U� (IOADS & OtMCFISI0N5) SUBMITTED BY iRUSS HfR. CALCULATED HORIZONTAL DEFI.ECTION IS 0.18" DUE TO LIVE LOAD AND 0.07" DUE TO DEAD LOAO. DEFLECTiON MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. iN LIEU OF RIGI� SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC @ 24.00' OC. (Al SCAB BRACE. 80$ LENGTH OF WEB MEMBER. SAME SIZE, SPECIES S GRADE OR BETTER. ATTACH WITH lOd NAILS @ 6" OC. 0•6-10 W4X6= .,.,,... ��, , „ w5x5 ��z� = �z o o� �2 0 0�1 6-0 0___ �, 6-0-0 zL 5-1_1=3 6-�0-13 �J ��4 ^ 10-t11-14 or6To 6-4-11 � 6-0-13 � Ir 1� -O -0 Z�, 12"Q"Q � � 6-0-0 � 5-6-8 r 12-5-8 � �--- 24-0-0 Over 2 Supports R=1555 W=5.5" R=1573 W=5.5" Note: All Plates Are W15X4 Except As Shown. PLT TYP. WAVE TPI-95 Design Criterla• TPI(5 .-ALPINE \- �11pmc LnRmeered Products, Inc F'mh ('m, h10 d?0.t 5 " MANNING " 1YUSSES REOUIoE E�taFMF C�pE IN �118p(C�fIOM� N4NOlING. SNIDV�NG, IMSiA(((NG AND PoaCI�G. aErE4 �C ��IP-?1 (M�MDIING IMST��IIN� �ND BN�CIMG). GUBlI5HE0 BI TD� (1NUSS 7LATE (M$f(TU�E. SP7 0'ONiPaIP DQ.. Stllf[ i00. NIDISON, YI 537�?�, fOR Ni(Tt YPA(i10E5 oR10R 10 CER�(�qM�MG THESE �UNC1�(�M$. ��Y�ESS OTNFpM�SE IFDIC�IFD, T00 CNOAO SN1�� N�vE vAOVEp�r A1IACNEO �TR(�(1(iAl[ C4NElS, A(�i10M (N�On CN�LI NdYf a FRpCEAlY �lT�(NFD RIGID CFILIMG. 'jM�PRTANT•• �UYM�$M �(pC� pl TN�S DCSIGM TO TNE IhS�+�ILAT�ON CONTA�(TON, ��CIME EN�INFFpEO «ccuc�s. i�t. s�,ii NP1 PE QES«h$1PlE ��q �M'/ pEYlA1��M iNOM IH�S Df51GM; �MT i���URF TO !UIIP TNE 141�$SES IM CPNf(�PM\y([ M�iN 1C�; pC ileRICAIIMG, M�FOIING. SN�OD�NG. INS1�llING �ND PA�CIMG f�f TpUSSE$. TM�S pfSILN [0'If(!AMS YIiN ,�vvilc�BiE Oq0Y1S10NS 0� NDS {N�TION�I OESIGM �DfC1iIC�TION DU?��$NF� P� TME �MFpI(�N �OOES� +�ND D�OfA �SSOCI�T�ON) �ND fil. �L71ME C^yMECipoc �qE n�pE PG ZOG� �SiM 4F5] �p�0 G�lv. SiEEI, E�CEVT �S NOTED. 4VV�� CObaE[TOAS 10 E�Cw c�CE 0� 1pU5S. �Mp UhIESS p1eEp�ISE LOC�IED ON TN�S DFSIGM, OOSITION CONNEC10a5 DER (+Y�YIhGS 1F0 �'i. TNE Sf�l ON TNI$ D���ING �Mp�(�T�S ACC[DT4M(E 0( CppfESSION�I ENGINfEpING aES�CrSIp1U Tr SOIEI� �0� ���E �oDi<_ C^nrip(yt pFSIGM SN(�YN, TNE SuI��BIU ir 4ND USF 0� THIS CO��OxEdT �P� �N� c�cilCUl�a PIiIIPIMG IS TwF pE5vpq5lBltl�r 0� iNE BUIl01xG DESIGMFN. DEa 4N$j'TC� �'1005 $(CTICY ?. TD 18.2f3 I IEqF�'/ CFqT1iV TWIT TMK OUN. SOECfICA� 11CN. CR RFPOIIT WAS iIEMIFO �Y K Oq WOEA M' piECf SIWfIfYt��OM �ND 1 AMA WtV it6�51ERED iPORS510M�1fN wan rNC uws a nc n�rt a � ������1 / ah Jun Z� � O�6 N0.197Q OFSi6M WOfR TW�%CRI1FRu 0-6-10 PIIY/'/ 1/ -/'/1(/ - TC LL 40.0 PSF TC DL 7.0 ,PSF BC DL 10.0 PSF BC LL _ 0.0 PSF TOT.LD.__57_.0 PSF DUR.FAC. 1.15 ... ------- .. ---- - --.. ._ ...._ SPACING 24.0" 7-6-10 Scale =.25"/Ft. REF R7012-72796 — ___—�.__.—' _ —_ '_._.'_.... ... DATE 06/22/00 � R w MOUSR7012 00174009 `MO-ENG /BAF ' _ SEQN - 216891 ___ FROM TGR L9960�g-LYMAN LBR CHAN. R12 SC Tnp CNORD Zx4 SPF 2100f 1.SE POT CHORD 2x4 SPF 2100f 1.8E NEBS 2x3 SPF #3 :W3 2x4 SPF #1/#Z: :Lt Stubbed Wedge 2x4 SPF �3::Rt Stubbed Wedge 2x4 SPF #3: IN IIEU OF RI61D SHEATNING USE PROPERLY �TTACHED PURLINS TO �RACE BC @ 24.00" OC. 0-6-10 C� W6X7= TNIS DWG PR[PAREO FROM C014PUTER INPUT (I.OADS 8 D114ENSlONS1 SUBMITTED BY TRUSS MfR. CALCULATED HORIZONTAL DEFLECTION IS 0.33" DUE TO LIVE LOAD AND 0.13" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACEO ON MEMBER. DEfLECTION MEETS l/240.00 LIVE AND L/180.00 TOTAL LOAD. W8X8 (G7) a� • W8X8 (G7) iii lEz o 0�1 fE 6�-� ��E 6�� � 3�E 6'�'� �TE 6'�-� 31 6-0-0 6-0-0 6-0-0 6-0-0 rE 1Z"O'O ��E 1Z"O'O � � 24-0-0 Over 2 Supports —� R=1572 W=5.5" R=1360 W=5.5" PLT TYP. NAVE TPI-95 DesiQn Criteria: TPI(S ALPINE , , _"' _._..._�� 11pmc Fn�tmeetcd Prc�ducu. Inc f:anh Cm. A106}(US •M+1RN�NG" TNUSSES pE0U1YF (�I4FMF C�pF IM f�BqIC�110M, M►NOI�NG, SNIDOIMG. IMSI����NG AMD PR�UMG. pE�EN ip N�P�?1 �N�MM IN6 IM51�IlING AMO BA�CING1. VU8lI5NED Br IVI �IRUSS PUTE I�cTii�iTf. 5P? D'0Y(+�NIO I�o., SU�1E zno, N�nisnh. vi 5)1101, tON S1fETt VAA(fICFS DN�OA �0 rFqtpoM�NG iNfSE �UN(1�(1M5. ONIFSS PTN[4NISF INDIUIED. fOV (qOpO SH�II „�vf VNDV(AlY �I UCNED CT0�1(T(�D!( CANEI$. Pf�i1�M ;M�•o� cry4�( M�YF � vaorEAlr ITTA(N(D R�GID CFILING. •�MCt�qT�NI•- fUANi<w �(�Cr •�r iw�5 �FSIGM TO IN( INST��I�IIOM CONtP�(fON. �I�INE fNGIN[FNF� �S���I�C15, INC. 5w\t! M�� AF 9FSf(+NSIPIF «p �Mr pfY��1�pN fAON IN�S DESIGN; ANT fA��UPE �0 PUII(� 1HF �F�ICC[5 �y C�M�f•�M�y[f �11N IO�; �q l4pC�(I,I�NG, NANDLING. SN�OO�NG. INSi�ILING AMO ?O�CI�G M IRU$$IS. �M�G �[�IfN crarnons YI�N �DC��(�BIF raprlsinrs or MDS (N�TIOM�1 OESIGM >�EC1�1C�110N ruPtIS�FD P� �wf �Mf�ICiM fp0[51 +1ND D�vfp ASS�CI�i�pN) 4M0 ID�. ��OIM( (�MMECT(1C5 �4E M�CF �'� :OG� �«M a653 Go�O Wly. S1[(t, E�Cf�i AS NOIFD. �DC�r COMNECTOFS 10 E�CN ��CE �� TpUS�. �MD l'M�!$$ niNEa�ISE IOCaTED �M TN�S �FSIGN, DOSIf��N (OMMEC�OpS �Fp �4�MIM�S IEO ��:. IN[ <i�l ��Y 7H�5 �a/M(MG IMp1C�1[S �fC(v »NCF Pr fo0![SSfOM�i FMf.�N(fRfNf. oES���NSIPIIIT� 5� Ill � f��C lwf ��1�$$ CI�M��N(41 (1(S� �M $N�IYM INf 51111aPil ITr JMI1 US[ 0� IX�S CO+�?MENf f0o �A� r�oi�;l�l�o P��IIDIMG IS 1M( aF5�PN51B111�� 0� 1NF PUIIDIMG D[SIGMFN. rFA iMCl,ir� t.�oqc 5E(•Inw :. TO 18.2f3 � �cx�r arttrv nur rx�s vw�. sv[cnr.a 11C11. CP RP011f WAS VI�P11�D /Y►E ON UiOfN W piCl SU1i1NElON �ND I �M A Wlr 1�651ERED PROfES510NA1 EN6 UIOfR T11E UNS Ci ilE STAR � A ///�� p,�h Jun ZZ �0�6N0197Q OF3191 U/Df� TW-%plrtFPu 0-6-10 MN/-/1/-/-/R/- TC LL 40.0 PSF TC DL 7.O PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 57.0 PSF OUR.FAC. 1.15 _ __._._ SPACING 24.0" 7-6-10 Scale =.25" Ft. REF R7012-72797 DATE 06/22/00 D R W MOUSR7012 00174010 M0-ENG--/BAF ---- SEQN - 217653 FROM TGR ,;, 1' ?� �l'\I tl?Of����, . I •:T ��� �� � 1 � � i ;� i � i;' I i i i !�1 i , (�:\I�i,l', I)I'; 1':\(I, _i ' �'����1 �,�'. � � ��1 ��'.�l � ���r��., �t. � � _ � I j _' rr:, , ! � i \ � t , � � `� �i � i�aPit ,, • \'ERTI� 11 � i �� . LF:tiGiH � i `. Tll` ; I . � i � \ I I i \. i i , �j �� �� i� i ��� I I `, i i i .� . i � , � �� . �]' � i � -.}i�. 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'. � �•. ... � �u ii �. 1'q� U•�nl�.i-I ii'anlfL I1: . . .. ;� .., , �•, �„�. ,,.:���: �„����.,�, . a'•.:. . . I`�i:,' ...�i,. :��t ��q ic�i: ii'��fUrRNI ..t . . ...�: • � i,: .r�. :,c i�, i .:c t��I1.DINi� . � . 'l.' , ....�_. . _ ..... �. , •d. �. .., , •i. . ,. -r� ;i:,i�, . R MY pRLT 6UPERVISIOM �N0111Y A 1�Ci51Fii0 ►IIOfFSSIpUI EM 6�E(1 R TIIE UltS q IIE STAR � IRli$OTI .lU 2 'I 0� uwuFe ta.sa ��nu °YU 'f REINFUR�'INC MF:MHF:It 2S1 T. _ REIM1FOH('ING f MF:MlIF:Ii TOENAII. ��� TOENAII, �—��� - — TO CONVF.RT FKOM "1.� TO '�T�� RF.�NFORCINC MF.Mf3ERS. MUI.TIPI.1' �'7'� FACTOR Bl' LENGTH (PASF.D ON GABLE �'ERTICAL SPECIES. GRADE AND SPACINf.) FOR (1) , 2\4 '�I." I3RACE. GROUP A. OBTAINE� FROM THE � APPROPRIATE ALPINF C,ABLE DETAIL FOR ASCE OR SUCCI M'IND LOAD. MAYIMUAI ALLOWAOLE "T" REINFORCED CABI.E VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD �VGB LENGTH INCREASE IV/ "T" E3RAC1 M'IN� SPEF.D T` REINF. �ACCI ASCE AND AIRII A1�R SIZE IIQ MPH 2x�3 10 : 10 : IS FT 2x6 _t0 7, 50 ': I10 AIPH 2s4 10 : 10 R _ ;10 FT 2xFi 50 : 50 : �00 AIPII 2x1 10 : 10 : �s FT zxc so : ,o : ioo n�i�u zx� io :--- �o :- �0 FT 2x6 40 .^. 90 MPfI 2�4 20 ; 15 FT 2xG 20 7, 90 MPH 2x4 10 ? 30 FT 2x6 90 .°. BU MPH 2x4 10 : _ IS FT 2x6 10 2 80 MPH _2x4 20 : __30 FT 2x6 20 .°. 70 MPIi 2x4 0 ° IS FT 2xG 0 : a0 : 10 : 50 .°. 20 s'_ �0 ^ 10 : 40 ^ 20 .^ 20 I�o �trti zra io zo � :10 F7' 2s6 . . _.10—:_�__,__3� r.xnniri.e ASCF' WIND SPF.ED = 100 MPH MEAN ROQF HF.IGHT = 30 FT GAF�I.E VF.RTICAI. = 24" 0 C. SP N3 '�T�' RF.INFORCING MF.MPF.R SI"LE = 2X4 �T'� l3RACE INCREASE (FROM ABOVE) = 10: = 1 10 ll) 2X4 �L" ARACE I.ENGTfI = 6' ;" �1AXIM1��1 'T' REINFORCED GABI.F. 1'ERTICAI. LENGTH 1.10 x 6' 7�' = 7' 3" �1'INGti CA13�Fi I 17 8�(i,71 �) & I IC26294035 F�t�F I.,f;T-1N VGI2T [��>rF OG '?5!99 - r.�F�wG C[3LLG'I'INOG99 --Eru; DL.I:'[�AR -- ;�:�,• rnr i-�' ,..�i r�r �il ll-' (��1�_ r'�i�lY 1:1• .I 41 �I11, ----�A.II_ . ...�... � ; _;.. � 946029•LYIfAfi L8A -CNAN . R14 MSC iC6) TH)S OfIG iREP�iafi FROM UNPU7Et IMYU7 (LOAD1 i O1NF8SION5} StItN2TtE0 �r TRUSS t�iR. � TOP tH�iD 2x0 SPF 2100f-1.8E IH L1EU 4i STRUCTURAL ➢ANELS DR Rl6IJ C£ILING llSE PURlINS: N BOT CN�tD 2r4 SPF 2100f-2.BE :82 ?x4 SPF �1/�2: TO BRACE TC @ t<.00" QC. 8C @ 72.00'' �C. (9 NEBS 2x4 SPf �T3 :Wi, li2 2x3 S?f �'3: �:N6, 1!8 2x4 SPF MI/#2: :N9 2x4 SPf 1650f-1.SE: DEfL4"C1I0►! 14E£TS L/360.00 I.IY{ ANa t/240.00 TOTAI LOAD. :Rt Bearinp leg ?x6 SVF 1650f-1.5f: :Lt StuDDed Ncdge 2x4 SPF �I3: RFP11R SPEClF1tAT)OMS: TRU45 TO BE FIELO•NOOIFIED fROM A FULL �j12 CAiHEDRAG TO A 4/)2 HONO vAUtfi. Ana a Zd SPF �il//2 80rTOM CHOkD MEYIBER I�T A�/32 S�4PE, AHD 1N0 2! SPf Q3JSTUD MEB MENBERS NHfRE INpICATED. CUT ALL NE1! AMD CXi.iTttiG HFN8fR5 TD BEAR AT 7NEFR ENbS. REpdfit iRUSS USlNG 15/32" �VA IiATEO 32J16 SHEAIHIHG GLUED kIID FfkItED TO EACH S1Df OF 1RUSS. GUSSETS SI2ED AS SH019N. GLUF UStttG AR AF"6-01 ADtiESIYE (e.g. Pt•400}. PREPARE SURFACfS Pf.R �tFA`S SP,CS AtiD 6l.UE FULL kIDiN OF ALl MEMBCRS. F1Alt tlSING 8Q NAi�S fROM EACH S[DE I!� 2 ROHS AT 3' 0/G, ROwS SiAGGfREO, INTO All HEHBFRS CONtACTED BY GUSSETS. � � 0 � z � 0 J � G W 0-6 10 � E 0 � � ¢ N m p c� � tD � ALPii�E N°�`�E'�: °�o''�:`�,'n` 7 f_" J � AOD 2x4 � �� � y�� ✓ 3G' AOD ZYQ 16" x 32' GUSSETS 4•6-7 !?" z 16" 6uS5ETS � � ` � \ ; R=]384 W�5.5' 82 ' 24 • x 21' !2' x �2^ GUSSESS� - 6lISSETS � �``` � � 24 " x 96" ` ` �' - _ , ' GUSSETS � � .�,) J � Teuss sfcrtoH R�15S3 u-5.5" TO SE RE61DVE0 IFz-o-o� o-s�a � b•0-0 6-0-0 5-9-0 5-4•0 6-0-0 5-8-0 �-1•1�2-8-T B•8•11 f'� . 23-11-B Over 2 Supporis � ian Crf tpr4 a � iRUSS REPA2R �41NRO /RYIIIS W.tt �� tMttulli [�'NVfTfL i0 Oli[MN1M TM[ EiT[Yt OP ��r0.6i aw �e r..s�inin r ur•n. �� �c asn �rt Mvoe�i sow►ow �e to �ce.r 1K iNUitO IRVTia u4 rpcf►0. Mt[I��i �06� ►N[R aeuc +�«o ftIXSSl�t �ON[t?pR f'NISf 1��N �[hlRi M{MO4c qIIlOf �� �t►�kf NTltl(6. �fUS10tE. OR ' {l Y M114 11f1� ��( 1�Y!! M�tNqTO� IA1 iillt0lK tOYfiJ.[/bt (OK1DI� 7Mt tAt![ Of M: NN�u tli tMIR OICISfO� MTM': N itlftl� !► r4iVIl0. ur�w reR� oa�n w�s wriMC an��s e�trT� rr�c utTw�cs �► rm r�ea� u►�o n aK Mr�s w�.ceu� ro iurt �c« ar�sto. • wr� ruo k�u ..,n. us��� s�au eKu. uwsr: w arta�e u�c aa.r a.�. tw��rce e,a.c�. a.n. NO �I*1/t 1N1 Af/il�i Ntl( �((� t[�qp0 !i (1�itll{/ � p�lt Bil�llqi. � naT �i oM �r�rw�+iewanw� lA•6•5 p� - � • - � Sc�1e �.25'lFt. TC Lt OO.Q PSF BEF R7012-428a6 TC OL 7.0 PSF DATE Ob/2� 00 8C OL 1Q.0 PSF DR41 Mwsa�au oo�aeoei BC L{. 0.0 PSF i�0-fil6 /BAF TOT. L0. S7.fl �SF Sft�►t • i0309 DUR.fAC. �.15 FROt9 TGR SPAC NG 24.n' '~� � N m � �� �� :O �� : � . � � i . P r i � ClTY OF FRIDLEY INSPECTlON DIV. 6431 University Ave NE Fridley, MN 55432 572-3604 APPLICATION FOR PLUMBING AND GAS FITTING PERMIT MARK NUMBER OF FIXTURES TO BE INSTALLED ON EACH FLOOR Effective On Jan 1, 2000 PLUMBING FIXTURE RATES: NO. RATE TOTAL New Fixtures ��� Old Opening, New Fixture Beer Dispenser Blow Off Basin Catch Basin Rain Water Leader Sump/Receiving Tank Water Treating Appliance Water Heater -Electric Water Heater - Gas*" Gas Range"* Gas Dryer"" Back Flow Preventer Required ()Yes () Nc Type —� $ 7.00 $ 4.00 $ 5.00 $ 7.00 $ 7.00 $ 7.00 $ 7.00 $10.00 $ 7.00 $10.00 $10.00 $10.00 $15.00 Reinspection Fee $47.00/Hr ALL O7HERS AND/OR REPAIRS AND ALTERATIONS 1.5% of Value of Fixture or Appliance State Surcharge TOTAL FEE � - C� JOB ADDRESS 1d0� ��CJU S�• The undersigned hereby makes application for a permit for the work lierein specified agreeing to do all work in strict accordance with the city codes and rulings of the Building Division, and hereby declares that all the facts and representations stated in this application are true and correct. Owner `� �n Building Used $ .50 $ ,S� J�'h�c.. � � � -3 , Zo_o� �c /����� Estimated Cost S�d PERMIT NO. � �� PLUMBING COMPANY L-�'(K2����c( � }��"t�` �1 SIGNED BY �C !� �'�^ TEL N0. �-3 OOqZ Approved 8y Rough-!n Date Final Date 'a�'G� COMBUSTION AIR SHALL BE PROVIDED PER UMC SECTION 504(A) AND TABLE 6-A. COMMON VENT INFO ON BACK SIDE CITY OF FRIDLEY INSPECTION DIViSION 6431 University Ave NE Fridley, MN 55432 APPLICATiON FOR POWER PLANTS AND HEATING, COOLING, VENTILATION, 572•3604 REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES RATE SCHEDULE Residential Furnace Shell and Duct Work, Burner - Also Replacement Furnace (Side Vent - Fill Out Back) Gas Piping (Needed with new furnace, but not replacement) Gas Range Gas Dryer *Air Conditioning - All Sizes All Others/Repairs & Alterations (UST ON BACK) 1 jo of Value of Appliance or Work Commercial/Industrial 1.25% of Value of Appliance or Work Rate $ 30.00 $ 10.00 $ 10.00 $ 10.00 $ 25.00 State Surcharge TOTAL FEE MINIMUM FEE FOR ANY HEATING/COOLING/VENTILATION REFRIGERATION/AIR CONDITIONING PERMIT IS $25.00 PLUS THE $.50 STATE SURCHARGE REINSPECTION FEE $47.00/Hr *Air Conditioners can not be placed in a side yard without written permission from adjoining property owner. TOTAL $�.L�! $ l�� JOB ADDR OWN 3 Effective On January 1, 2000 , q,r° �� �: BUILDING USED AS � " 1 ESTIMATED COST `) ��I�� PERMIT N0. � �J� DESCRIPTION OF FURNACE AND OR BURNER $ No. of Heating its�_ Circle One (Steam) (Hot Water) (Warm-Air) $ Trade N Size No. BTU NP � EDR $� Fuel . � __ Total Connected Load__ � __ E� $ $ .50 � (nS . S?� Burner Trade Name Size No. BTU HP EDR The undersigned hereby makes application for a permit for the work herein specified agreeing to do all work in strict accordance with the City Codes an rulings of the Building Diuision, and hereby declares that all the facts and representations stated in this application are true and correct. DATE lX ' � �v Rough•In Date Final Date c���a-Ul� sue�ecT RMIT NO. City of Fridley 3131 � AT THE TOP OF THE TWINS g U I L D I N G P E R M I T ; � RECEIPT NO. � • COMMUNITV OEVEIOPMENT DIV. r � y � PROTECTIVE INSPECTION SEC. �a � � � 1 . � � � �"'1 � CITV MALL fRIDLE� 55�32 NUMBFii AEV O�TE P�GE OF •vvnOVED Br �"'"�"� �'' 612-571-3450 91Q-F15 8/15/00 / / JOB ADDRESS 665 Dover St NE t LEGAL �OT N0. BIOCK TfiACT OR ADDITION SEE ATTACNED oescA. 13,14,15,1 V Riverview Heights SHEET 2 PROPEfiTY OWNEq MAIL ADDRESS 21P PHONE Bannochie 665 Dover St NE 3 CONTRACTOR MAIL ADORESS 21P PMONE IICENSE NO Guyer's Builders Express 13405 15th Ave N Plymouth, MN 55441 (763)694-4663 4 ARCHITECT OR DESIGNEii MAIL ADDRESS ZIP PHONE LICENSE NO 2589 5 ENGINEER MAI� AODRESS ZIP PHONE UCENSE NO 6 USE OF BUILDING Residential T CLASS OF WORK O NEW ❑ ADDITION � ALTERATION ❑ REPAIR ❑ MOVE O REMOVE 8 DESCRIBE WORK Rough-In Fireplace (Built-in Fireplace - Gas by Others) 9 CHANGEOFUSEFROM TO STIPUl.AT10NS Install per rnanufacturers specifications. 7YPE OF CONST. OCCUPANCV GROUP OCCUPANCV LOA� SEPARATE PERMITS ARE REOUIRED FOP ELECTHICAL, PLUMBING. HEATING, VENTI�ATING OR AIR CONOITIONING. � THIS PERMIT BECOMES NULL AND VOID If WORK OF CONS7RUCTION ZONING SO. fT GU FT AUTHORI2ED IS NOT COMMENCED VyITHIN 60 OAYS, OR IF CONSTRUCTION OR WORK IS SUSPENOEO OR ABANOONED FOii A PER100 OF 120 DAVS AT ANY TIME AFTER WOiiK IS COMMENCED NO DWLG. UNI7S OfFSTREET PARKING I HEREBY CERTIFV THAT I HAVE REAO ANO EXAMINEO THIS APPLICA710N 1 STA�LS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VA�UATION SUfiTAX AND OROINANCES GOVERNING THVS TYPE OF WORK WILL BE COMPLIED WI7H WHETHER SPECIFIEO MEREIN OR NOT. THE GRANTING OF A PERMIT �1�000.00 �.SO OOES NOT PRESUME TO GIVE AUTMOfiITV TO VIOIATE OR CANCEL THE pEqMIT fEE SAC CMARGE PROVtSIONS OF ANV OTHEF STATE OR LOCAL LAW REGULATING CON- �38. Fire SC �I.00 TR TiON OR TME PERFORMANC F CONSTRUCTION � PLAN CHE F E T A� FEE Lice e C $ . $x���� $45,25 �GNATUREO�CON'FCCTOA A�uTtiOA�2ED�GEtii� iD�iE� N PR V VA�O ED THIS IS U�RMIT � � S�GN4TUqEO�OWNEQ�iFOwHEQBUi�DEA� iDATEi •�� �i • B G �NS �1<<E Effective 1/1/2000 NEW CITY OF FRIDLEY (T63} 572-3604 Bldg Insp ADDN [ ] ALTER [] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION Construction Address: U�(D� 'I /['It/�.� �� Legal Description: - Owner Name 8� Address: Tel. # Contractor:��/ lyi��7'�'�' i��rJrL�e�S �� MN LICENSE # ��d � Address: /J � D.S / �� �y N � Tel. # ������ LIVING AREA: GARAGE AREA: DECK AREA: OTHER: ' Attach to this application, a Certificate of Survey of the lot, wi#h the proposed construction drawn on it to scale. DESCRIP710N OF IMPROVEMENT Length Width Height Sq. Ft. Length Width Height Sq. Ft ;_ � HgUGround S . Ft �v � -�r Construction Type: � J�it/T/AL � Estimated Cost: $ OU� �! fl�ci �.A�'PL.�C� � Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x$ _ c r"` DATE: �'Jl� APPLICAN Tel. # CITY USE ONLY - Call (763) 572-3604 for Pennit Fees if mailing in applicallon Permit Eee $ ��'?- %S� Fee Schedule on Reverse Side Fire Surcharge $ ���� .001 of Permit Valuation (1/10th%} State Surcharge $ S�? $.50/$1,000 Valuation SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee E: $1100 per SAC Unit $ �� - �� � $5.00 (State Licensed Residential Contractors) $ $ $ Alt. "A" or Alt. "B" Above $450.00 Conservation Plan Review Fee Determined by Engineering Sewer Main Charge $ Agreement Necessary [] Not Necessary [] TOTAL STIPULATIONS: � y�.��J . . .. �O'd SZ88-ZLS-Zt9 '�daQ a..i�� iC'a�p�..�� L£=�bt 00-i�t-6nd _ _ CIIYOF FRtDLEY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 •(612) 571-3450 • FAX (612) 571-1287 August 22, 2000 Mr. Gary Bannochie 7845 East River Rd NE Fridley, MN 55432 Re: Final Inspection at 665 Dover Street NE, Fridley, MN 55432 Dear Mr. Bannochie: A final inspection was conducted on August 22, 2000 for the above noted address and the following items were noted which must be completed before the structure can be finaled; 1. Finish the final grading and provide sod in the front and side yards by April 13, 2001. 2. Provide City with copy of verifying survey showing elevations by October 1, 2000. 3. Landscaping and plantings to be completed by April 13, 2001, as stipulated by City Council for Special Use Permit approval. We will expect the above items to be completed by the scheduled date and a reinspection called for. The structure is approved for occupancy. If you have any questions on this,matter, please feel free to contact me at 572-3602. sue�ecr PER c�ty of Fridley 2 9 8-�6 AT THE TOP Of THE TWINS g � I L D i N G P E R M I T r � ` RECEIPT NO. � • COMMUNITV OEVELOPMENT OIV. f � � � PFOTECTIVE INSPECTION SEC. �� � � � � �"'1 � CITY NALI FRIOIE� 55132 NUMBEN REV DATE v�GE OF APPqOvED 8Y� �"'"'�"� ��' 763-571-3450 910-F15 8/13/02 � � 108 ADDRESS 665 Dover Street NE t LEGA� LOT NO. BLOCK TRACT OR ADDITION SEE ATTACMED oescR. 13-16 V Riverview Heights SNEET 2 PfiOPERTY OWNER MAII ADDRESS ZIP PHONE Gary Bannochie 665 Dover Street NE 763-574-0131 3 CONTRACTOR MAIL AOORESS 21P PHONE I.ICENSE NO Same 4 ARCHITECT OR OESIGNER MAI� AOORESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDFiESS 21P PMONE IICENSE NO 6 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW � ADDITION O ALTERATION ❑ REPAIR O MOVE O REMOVE a oescR�ee woaK Construct a 14' x 14` Deck 9 CHANGE OF USE FROM TO STIPULATIONS See notations on plan. `�o-' �NING SEPA��T� �E�ilW�T� Before digging call for REQUIRE� FOR: all utility locations PLUM� NG � Q�S G�� 454-0002 ����IIRED �Y LI�W TYPE OF CONSL OCCUPANCY GRQUP OCCUPANCY �OAD SEPARATE PERMITS ARE REOUIRED FOFi ELECTRICAL, PLUMBING. HEA7ING, VENTILATING OR AIF CONOITIONING THIS PERMIT BECOMES NULL AND VOID IF WORK Ofi CONSTRUCTION ZONING SO. FT CU FT AUTMORIZED IS NOT COMMENCED WITHIN 60 OAYS. Oii IF CONS7qUCTION OR WORK IS SUSPENOED OR ABANOONED fOR A PERIOD OF 120 DAYS A7 ANV TIME AFTEi; WORK IS COMMENCED. NO DWLG. UNITS OFFSTREET PARKING I HEREBV CERTIFV THAT I MAVE READ AND EXAMINEO 7HIS APPLICATION 1 STA��S GARAGES AND KNOW THE SAME TO BE TRUE AND CORFECi. ALL PROVISIONS Of LAWS VAIUATION SURTA% AND ORDINANCES GOVERNING THIS TVPE OF WOFK WILL 9E COMPLIED WITH WHETHER SPECIFIED MEREIN OR NOT. THE GNANTING Of A PERMIT �2,254 �1.13 DOES NOT PRESUME TO GIVE AUTMORITV TO VIOLATE OR CANCEL THE pEqMITFEE $ACCMARGE PiiOVIS10NS OF ANV OTHER STATE OR LOCAI LAW REGUTATING CON- STRUCTION OR THE PERFOfiMANCE OF CONSTRUCTION �83.25 F' �re .SC �2.25 PLAN CMECK f E T iAL FEE $86.63 ` 5� TU:�E OF CON' A(,i= QR AUTMOA� •GENt i0'T� E PR lV VAL ED THIS��OUF PERMI� ► �i� �— � r��' S�GtiaiUQ a O Ep��F OwNEQBU��OEA� �D�TE� B G�ti5 ����E N� II ADON (j ,�.r�R Il ConstructionAddress: �bJ Legaf Description: C1TY OF FRlDLEY 6431 University Ave NE. Fridley, MN 55432 SINGIE FAMlLY AND DUPLEXES R•1 AND R-2 BUILOING PERMIT APPLICATION � -�- �,� � Effecdve 1/1/2002 (763) 572�604 Bldg Insp .� Owner Name 8� Address: �9i�� ��u1qG�� -� Tel. #%(„°�—'J 7�iU13 j Contractor. � ��' `�( ��v� �c�L�� �-- MN LICENSE # Address: � Tei. # LMNG AREA: GARAGE AREA: OECK AREA: OTHER: Attach to this appiication, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCR1PT10N OF IMPROVEMENT Length V�ldth - Height Sq. Ft Length Vlfidth Height Sq. Ft Length � Width �` HgUGround �� t Sq. Ft � Construction Type: (uc�i� 1 Estimated Cost: $ ��57 Driveway Curb Cut Width Needed: Ft + 6 Ft = Ft x� _$ DATE: ��� APPLlCANT: - Tei. # 7l � S'-� y �� 3� Call (763) 572-3604 for Permit Fees if mailing in application or Fax to 763-571-1287 if using credit card and we will call you for card number. Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee Sewer Main Charge TOTAL $ � 3�� $ �. . a 5 $ $ $ $ $ $- $ r� � CITY USE ONLY - Fee Schedule on Reverse Side .001 of Permit Valuation (1/10th%) $.50/$1,000 Valuation $1200 per SAC Unit $5.00 (State Licensed Residential Contractors) Alt. "A" or Alt. "B" Above $450.00 Conservation Pian Review Fee Determined by�Engineering Agreement Necessary [ ) Not Necessary [ ] STIPULATIONS: Bd11IlOC�liC'. I31i11C�C1'S I11C. 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