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AF - 36479City of Fridley, Mi_n.n.. 6431 University Ave. N. E., Minneapolis, Minn. 55432 BUILDING PERMIT Date: _.._November.29_.,.._�71 ,___ s�� 1 � � 1273 Owner: .--Viewcon ..��4.�'-P�-�a._��a----.---.--...__.._._..._.__ suilder _.._S.�me...._._._.____ T Address ...5901_._Brooklyn,_Boulevard,._..,._.,,._____.________. Address _�am.�....�._ LOCATION OF BUILDING No. --.-_1514--------------- Street .---.-----._Bohnhof._ Junction ,,._---___ Part of Lot Lot ---.--.-.4----..........._...---. Block .....--.----6....--.--------------------------------- Addition or Sub-Division •_-----�nnsb.��j�.�L4.X��1 T9 ous� Site Corner Lot Sewer Elevation Inside Lot ---.-••--._?�------------•--.------.. Setback .-•----_.___._.__r. Sideyard ----° --------- -----------------------•------------- -------....... Foundation Elevation ._ _ DESCRIPTION OF BUILDING To be Used as: 748' Unit ..TnTatnhQUS�E .............-.--..... Front _.2�� -- Depth __3.L �__ Height ._28. � _....__ Sq. Fk _]1a9.b� Cu. Ft �.� � �� _G3r.3ge.._.._..--------•--------------- Front ---.2Q_�_._ Depth __22_�...._ Height ---1Q_�-----. Sq. Ft• •-..�#..4.�_ Cu. F� ��.nn, Type of Construction ______...Frame._.._..._ .............._.. Es� Cost ..._�25.r43.8_.__._.__...._._.... To be Completed __.I>>n?1_,. 1 Q79 Stipulation: Owner and Contractor to be responsible for elevations and drainage for all structures. City shall be � held blameless. "C" Unit - Same as 5510 West Bavarian Pass. In consideration of the issuance to me of a permit to constru the 'the proposed work in accordance with the description above set or a Ordinances of the city of Fridley. ,� � above, I agree to do with all provisions oP In consideration of the payment of a fee of $..._._4.7.�.QiL—._._.., pexmit is hereby granted to Viewcon� Incorporated _._-..-..-..-_.._ ............._...__............................._ to construct the building or addition as described above. This permit is granted upori the express condition that the person to whom it is granted and his agents, employees and workmen, in all woTk done in, around and upon said building, or any part thereof, shall conform in all respects -to the ordinances of Fridley, Minnesota regarding location, construction, alteration, maintenance, repair and moving of buildil3gs yyithin the city limits and this permit may be revoked a t any time upon violation of any of the provisions of &aid ordinances. � �/ . . �._.. � _..________� Btulding Inspector Hank Muh¢ch � NOTICE: This permi� does not cover the construcfion, installation for wiring, plumbing, gas heating� sewer or water. Be sun to sN ths Building Inspecto� for separata permits for fhese ifems. � � �; i� � -��r� � � �� „l ��,q s��"�O ��= S � �� t/�} f�l �?- n� n�- S S . APPLICATION FOR RESIDENTIAL, ALTERATION, OR ADDITION BUILDING PERMIT C�TY OF FRIDLEY, MINNESOTA OWNER' S NAME : v�l� 1� � f?/v %ii%G BUILDER : 1�%� NI Cc�/l/ /'/U � ADDRESS : � �0 / C� �pol�LYit% B�,!%C� ADDRESS : .� �O% �3�'oo�iLY� 1-�1-UL) �vo : . /� ��i` STREET : �'orfi�� Ti v � LOT: % BLOCK: � ADDITION:/.��s��:�vtij�(%pI?Ti�7civN�or.'sC- s'/TL' CORNER T�OT: INSIDE LOT: � SETBACK: �--- SIDEYARD; ,�ppli¢ant a�tach to this form T�o Certificates of Survey of Lot and proposed bui.ld�,ng location drawn on these Certificates. �ESCRIPTION OF BUILDING To Be Used As: /"�tJ`'a/l/D','�� T v�r✓� � � J ��7�� S� ld%l�I T Fxont : �-� Depth : �3 � Height : � � v�Vlr '7�} � Square Feet:�N. /�9� Cubic Feet: •Z� y�� L�Ti�%'Ii �"�� Fxont; 2�� Depth; �� Height: � d/ Square Feet; -/ �� Cubic Feet : � y� � �,'ype of Co�atruction: 1�� Estimnted Cost:� � � --a �"' l <f��' To Be Completed; �%' `,—� � The undezsigaed hereby makes applicatitin for a�ermit for the work herein epec�tied, agreeing to do all Moxk in sttict accordance �ai,t� the C�,ty a� �'ridley Os'dinance• and rulings of the Depart�ment of Buildinge, and heraby decl�tree that all the facts and representationa stated ia thia applicatioa are true aad correct. , % ' � �� ' 7% v%�l✓-� �i � GZ ��',-- DATE: , SIGNATURB• � C (See Rati►erse Side For Additianal Information.j / : � y �t �, .. �, � .�.. .,� .�/� -..� - �� ;..�� ..��. .� �� » r ,�` s . . _ . •� � � }. , '. . . r BUILDING PERMIT FEE SCHEDULE SECTION 2. The Inspector of Buildings shall, before issuing pennits for the erection of any building or structure, or for any addition to any existing building or structure, or for any alteration or repairs to an}• existing building or structure, upon application therefore, require the payment by the appl�cant for such pextnit of fees to the amount herein below set forth and in the manner herein pravided to-wit: UNIFORM BUILDING CODE: Zj�pe 1, 2& 4-$2.15 for each one thousand cubic fee�, or fraction thereof, in such cubical contents. Type 3& 5-$1.85 fox each one thousand cubic feet. ADDITIONAL INFORMATION For the purpose of computing fees for building permits, the cubical contenta of any building or addition, is detextnined by multiplying the ground area covered from a point six (6) inches below the floor line of the basement or the cellar to the average heights of the upper surface oz to the average�• heig,l�t of �he roof surface of the mnin gable of a pitched roof. For �repairs or alterations to an existing structure, the fee shall be at the xate of $3.00 per each five hundred dollars ($500.00) or fraction thereof in the cost of all proposed work. In ao case ehal� the fee charged for any permit as set forth in Section 2 be lesa than $5,00. V$RIFICATION OF FOUNDATION NOTE: T'erm�.ta for �onstruotion will be iesued a minimum of 24 houxs fram the tisie of application, to allow.for proper review of the proposed structure a�nd of the constsuction site. A CeXti�ied Survey of the lot, shawing the location of the foundation, once i.t haa been canstructed, will be required before vzoceedin�t with the framing. CERTIFICATE OF OCCUPANCY Application fo� a Certificate of Occupaacy shall be made ten (10) days prior to the use or occupancy of aay etructure for which a building permit has been issued; and said atructure shall not be used or occupied until a Certificate of Occupancy hae been issued. �Cl _ `�' . Application for Power Plants and Hecrting, Cooling. Yentilation. Refrigeration and Air Conditioning Systems and Devices � PARTIAL RATE SCHEDULE GAAVITY WARM AIR: RATE TOTAL Furnace Shell & Duct Work . . . . . 8.00 � Replacement of Furnace . . . . . . . . . . . .. . . . . . . . . . . . . . . . . 5.00 � Repairs & Alterations—up to $500.00 . . . . . . . . . . . . . . . . 5.00 $ Repairs & Alterations each add. $500.00 . . . . . . . . . . . . . .. 2.50 $ MECH. WARM AIR Furnace Shell & Iluct Work to 120,000 BTIJ . . . . . . . . . . . each add. 60,000 BTLT . ............ .. ..... .. . Replacement of Furnace . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Repairs & Alterations—up to $500.Q0 . . . . . . . . . . . . . . . . . Repairs & Alterations each add. $500.00 . . . . . . . . . . . . . . s.on � /6. D o 2.00 � 5.00 $ 5.00 $ 2.50 $ STEAM or HOT WA1'EA SYSTEM Furnace Shell & Lines—ta 400 sq. ft. EDR Steam ... 8.00 $ Furnace Shell & Line—to 640 sq. ft. EDR Hot Water . 8.00 $ Each add. 200 sq. ft. EDR Steam . . . . . . . . . . . . . . . . . . . . 2.50 $ Each add. 320 sq. ft. EDR Hot Water . . . . . . . . . . . . . . . . 2.50 $ OIL BUR.1vER—to 3 gal, per hour .. 5.00 $ over 3 gal. per hour—See Fee Schedule GAS BURNER (up to 400,000 BTU) . . . . . . . . . . . . . . . . . . . . 5.00 $ `� �v GAS FITTING FEES: NO RATE TOTAL lst 3 Fixtures . . . . . . . . . . . . . . . . . . . . x $1.50 $ f�-�' �• � � Additional Fixtures x .50 $ Gas Range to 200,000 BTU . . . . . . . . . , x 2.OU $ AIR CONDITIONING � FAN HEATING SY3TEM See Fee Schedule VENTILATING SYSTEM yDI.CJ- �' $ � � ALTERATIONS & REPAIRS TOT L FEE �� 7 So ROUGH FINAL �� ?� Depl. oi Bldgs. Phone SU 4-7470 � c,�� City of Fridley: � The undersigned hereby makes application for a permit for the work herein specified, agreeing to do all work in strict accordance with the City Ordinances and ruling of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct. � � F�idley, 1v�inn ��l.z�v �� , � 9 7� �wner Kind of Building �-1�L�:i/Iyt�'� Used as _ To be completed about �C��/u�-' , 1� 7 Z Estimated Cost, $ Old—New. Building Permit No. Permit No. �/O S �— DESCRIPTION OF WORK IiEATING or POWEE�, PI.ANTS—Steam, Hot Water, Warm Air—No. Trade Name ��L�� Size No �-( y— �� Capacity Sq. Ft. E.D.R. �� BTLI H.P Total Connected Load � �,� s � � 'a T U � Kind of F`ue �' � � "- — BURNER — Trade Name Size Capacity Sq. Ft. E.D.R. BTCT H.P (REMARKS—OVER) �{yY�c 4 2 i • • . . � �.i �� .a�a. I / I � � IVII I' iL! °�� < 2./�/ "r i41.1a:. i �- r � . � • i � • City of Fridley ! � �PPlac�ion for Pl��g �ci Ga� Rt1�ag Pet�r�t � D�pt. oI Bldps. Phor►� 5�0-3450 DESCRIPTION OF WORE I Humb�r. Kind and Locatioo ot flxtur�s ' � Loe�� /�5 /� ��r� .->-� h i�- f �/i�'' �' �/ i•-„ � �� N w�t[� Mn. a � � x� � . . �`C � �17 � �= ifZ�try`-O5 �f W I3 � S� i �n �� O� � G�O V i<3 �� (3� n$ • M GAS [LfC. � Basc / ,�. � _ Itt / 2nd / �rd 4th • Fusur� Co�a�etSoa Op�dnps • N�w Fixlun, Old Op�ninqs PARTIAL RATE SCHEDULE Srr�: ❑ �P� ❑ PLIIMBING FiXTURE AATES: 1(O. AATE TOTAL � ;� l' Number F'ixtures . . . . . . . . . . . . . . . . `> x i200 S Ptiture Fixture Opcning . . . . . . . • • • • —' z 51.50 s . New Fixture Old Opening. . . . . . . . . . . x :1.50 i__ Catch Basln . . . . . . . . . . . . . . . . . . . . x a3.25 f Water Heater 'Up to 99,000 BTU► •••• L x 53.00 i New Ground Run Old Hldg. ........ x 53.25 S El�ctrie Wat�r H�at�r . . . . . . . . . . . . . . s =2.00 = GA3 FITTING FEEB: NO. R11TE ?OTAL Ist 3 Fixtures . . . . • . . • • . • . . . . • _�_ x 3200 ; � O� Additioaal P'l:turea . . . . . . . ... . . . . . x = .76 = Ga� Ranse to 199.000 BTU ..... ....... a i5.00 i State Surcharge $ .50 REPIIIRS k ALTEAATION6—R�i�: to Cod� Deacrlptlon . . . . . . . . . . . . . . . . . . .... . . . ... . . ... . . . ... . � S �' 1�OTAI. !'EE � Cit, of lYidley: The undersigned herebp makes application [or a permit lor the arark herei• specified, agreeing to do all work in strict accordance with the Cat,� Ordirssnce and ruling of the Department of BuildSngs. and hereby declares that a3I the tact and representatlons stated in this application are true and correct P�idle7. Minn ?- � 7_ 7' I S._ Owner �i,r 1� �� ) ��, ' �� Kind of Building ��=�=��° � -, Used as � - �? To be completed about - ' '? �.�,> -- , � Estimated Cost, S �, � � <, Old—New. IIuilding PPrmit No. P•rmtt No. �`�0�5 �,� �� _�_ ' /��`�� Signed `� �- — , By /�� _`�,T;_ Business Phune No � �� ' �� y' . ROUGH i'INIAL ��'v s�e�ec� PEflMrTNO: - City of Fridley -� -, � �� AT THE TOP OF TME TWINS g U I L D I N G P E R M I T �� <� � r - — ' ' RECEIPT NO. � � � • COMMUNITY OEVELOPMENT DIV ' j V---"'-, e� � r � � PROTECTIVE INSPECTION SEC c` - � V � � � �-"1 � CITY HALL FRIDLE� 55432 NUMBER REV DATE PAGE oF qPVROVEO B� �""�'� �'' 612-571-3450 910-F15 9/9/94 / / JOB ADDRESS 1514 Bohnhof Junction NE 1 LEGAL LOT NO. BIOCK TFACT OF ADDITION SEE ATTACHED DESCR. /{ 6 Innsbruck North Townhouse Site SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE 3 CONTRACTOR MAIL ADDRESS Z�P PHONE LICENSE NO Tabor & Sons Inc. 3716 St Francis Blvd, Anoka MN 55303 789-1902 20014248 a ARCH�TECT OR DESIGNER MAIL ADDRESS 21P PHONE LICENSE NO 5 ENGINEER MAIL ADDFiESS ZIP PHONE LICENSE NO 6 USE OF BUILDING Residential Townhouse 7 CLASS OF WORK CI NEW ❑ ADDITION ❑ ALTERATION � REPAIR O MOVE O REMOVE 8 DESCRIBE WOF1K Reroof and Install Gutters 9 CHANGEOFUSEFROM TO STIPULATIONS Underlayment must comply with the State Building Code. TYPEOFCONST. OCCUPANCYGROUP OCCUPANCVLOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING THIS PERM�T BECOMES NULI AND VOID IF WORK OR CONSTRUCTION ZpNING Sd. FT CU FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENOED OR ABANOONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFV THAT I HAVE READ AND EXAMINED THIS APPLICATION 1 STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VA�UATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILI BE COMPLIED @ WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT �p2,159.00 �L.OH DOES NOT PRESUME TO GIVE AUTHORITV TO VIOLATE OR CANCEL THE pERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- STRUCTION OR THE PERFORMANCE OP CONSTRUCTION �S�F.00 Fire SC �Z. LG PLAN CHECK FEE TOTAL FEE C��,� � ,/�YL �1-'�� /y License SC $5.00 $62.24 SIGNATUREO COM'�7ACTOROA�+UTHORI2EDAGENT iDnrEi �A/ p PERLY ALIDATED THIS IS YOUR PERMIT r�� S�GNa7UREOFOWNER�iFpWNEPBUI�DEF� �DATE� � BLOG �1ATE NF,W ADDN ALTER !1 l� �� Ct1'Y OF FRIDLEY SINGLE FAMILY AND DUPLEXES R-1 AND R-Z Building Permit A�plication ConstructionAddress: 1514 - Bonhnof Junetion -Fridle Legal Description: Owner Name 8z. Address: Tel. # Effec;tive 1 / i /94 �� ContraCtUr: Tabor and. Sons, INc. � MNLICENSE# Periding Ad(ireSS: 3716 -�St. Franeis.Blvd.. Anoka 55303 Te�..# 789-1902. Attach to this appiication, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. LIVING AREA`: GARAGE AREA: DECK AREA: OTHER: DES.CRIPTION OF IMP.�LO�EMENT Length Width Height I,ength � Width Height Length Width Hgt/Ground Corner Lot [] Inside Lot [) Ft. Yd Setback Type of Construcdon : r o o f i n g/ g u t t e r S Approx. Completion Date: Sq. Ft. Sq. Ft. Sq. Ft. Side Yard Setbacks Estimated Cost: $ 215 9. 0 0 (Cost on Back) Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x$ _$ DATE: 9/2/94 APPLICANT: Tabor and Sons3, INc. Tel. # 789-1902 Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee Sewer Main Charge TOTAL STIPULATIONS: CITY USE ONLY $ ��/. D�� Fee Schedule on Reverse Side $ .� � / (c ,001 of Permit Valuation (1/lOth%) $ � D� $.50/$l,OQO Valuation $ $800 per SAC Unit $ � . CC` $5_(?D (State Licensed Residential Contractors) $ Alt. "A" or Alt. "B" Above $ $450.00 Conservation Plan Review $ Fee Determined by Engineering $ Agreement Necessary ( ] Not Necessary [ ] $_.�_�� c� 6� ��l d � �� E3UfLU(NG PEKMI"F�_FGE �SCHEDULE Ctic Ctiicf 13uildin� Ut�ticia! sttail, hefore issuing pern�its for ihe erc:ctiorl of any building or slructure, ��r tor ariy aci<iiti��n I�> �ny cxis(irig huildinf; or s[ructure, or for any altcraiion or rc��air- to any cxistinf> (>uilcii�i�; <>r structure, u��n a{�I�licatior� theref�>re, reyuire the �ayment by tlie a��iicant for such �ermit <>1� iccs t<� tl�c anio�int hercin hclo�v sc1� f��rtli and in Ihc ruanncn c�rcin ��r<�vicicd t��-�vi(- '['<)"l�AL VnLUf: $ ( to $S00 $SOi to $2,000 . $2,001 to $25,OQ0 $25,001 to $50,000 � $50,001 to $100,000 $100,001 to $500,000 $500,001 to $I,OOO,OOp - $1,000,0p1 and up I�i;(�S $15 (Minirnum Fce is $15 plus surchar�e) $15 for first $5(}p pius $2 for each additionai $100 or fraction thereof, to and including $2,000 $45 for first $2,ppp plus $9 for each addit�onal $l;()0�0 or _ fractioa thereof, to and including $25,000 . $252 for , fust $25,ppp pl�s $6_SO for each addirional $1,OOQ or fraction thereof, to. and including $50,000 $414.50 for fust $SO,OOp plas $4_50 for each additional $1,000 or fractioa thereof, to and including $100,000 $639.50 for first $lpp,ppp plus $3_50 for each additional $1,000 or fractioa thereof, to aad including -$500,000 $2039.50 for the fust $Spp,ppp plus $3 for each additional $1,000 or fraction thereof, to and including $l,ppp,ppp �3539_50 for the first $1,000,0()p plus $2 for each additional $1,000 or fractioa �ihereof - DRIYEWAY DEPRESSION ESCROw (Concrete C��rb Streets On1y) A[ternate "A": Removal and replacement of curb and gutter only - Driveway width plus 6 feet times $I3_SO_ A(ternate "13": Removat and replacement of curb and gutter and instalI a 3 foot wide approach wit�i 6 inch deptli - Driveway width plus 6 feet times $15.75_ VL=R[[�CCA"fION Or FOUNDAT[OIY Pcr�nils for cc��►stc-uction will bc issucxi a minimum of 24 hours frorn the timc of a{��lication to allow for E�ro�cr r-eview o( tiie �r<)j�osed siructure and of ttze coristn�ction site_ A Ccrtilicate ol Su�vcy of tl�e lot, sliowing the location of tlie foundation <�nce it has it has heen cons�ructcd will f>c reyuirecl before ��roceecjing with lhe framin�_ sus�ccT E . City of Fridley 310 3 4 A7 THE TOP OF THE TWINS g � I L D I N G P E R M I T � � ` RECEIPT NO. � ; y �� COMMUNITY DEVELOPMENT DIV. ��r] r � � PFOTECTIVE INSPECTION SEC. � i = � � �"'1 � CITY MALL f FIOLE� 35�32 NUMlEP REV D�TE PAGE Oi •►PROVED !r �""�' �'' 612-571-3450 910-Ft5 6/8/00 � � JOB ADDRESS 1506 10 14 18 22 26 Bohnhof Junction 1 LEGAL �OT NO. BLOCK TRACT OR AODITION SEE ATTACMED DESCR. 1-6 6 Innsbruck North Townhouse Site SHEET 2 PNOPERTY OWNEq MAII AODRES$ ZIP PHONE Innsbruck Townhome i�s�gia�i� Association 651 224-5482 3 CONTRACTOR MAIL AODRESS ZIP PHONE LICENSE NO arlock-Fren � qoofin Co . 2301 E. 25th St. ls. NW 55406 612-722-7129 1 AFCMITECT OR OESIGNEfi MAIL AODRESS ZIP PNONE LICENSE NO. 00001423 5 ENGINEER MAIL AOORESS Z�P PHONE IICENSE NO 8 USE Of BUIl01NG Residential 7 CLASS Of WOHK ❑ NEW O AD�ITION ❑ ALTERATION ;�] REPAIR O MOVE O REMOVE B OESCRIBE WORK Reroof Buildin 9' CHANGE OF USF FROM T� STIPULATIONS Underlayment must comply with the State Building Code. � RA�ATE p�R�,l�. P�rr��t ��tion Cards WRQN�RED FpR. `� �lill �� Mailed Pcun,�e�,v� � $Nc To �am�o�r��r T�a P�s$ �� TYPEOFCONST. OCCUPANCYGROUP OCCUPANCY�OAp SEPARATE PERMITS ARE REOUIREO FOR EIECTiiICAL, PLUM9ING, HEATING, VENTIIATING OR AIR CONOITIONING THIS PERMIT BECOMES NUIL AND VOIO If WORK OR CONSTRUCTION ZONING SO. fT CU fT AUTMORIZED tS NOT COMMENCEO WITHIN 60 OAYS. OR IF CONS7qUCT10N OR WORK IS SUSPENDED OR ABANOONED fOR A PER100 OF 120 OAYS AT ANY TIME AFTER WORK IS COMMENCED. NO DWLG. UNITS OFfSTREET PARKING I HEfiEBY CERTIfV THAT 1 HAVE REAO AND EXAMINED THIS APPLICATION , 6 STA�LS GARAGES AND KNOW TME SAME TO BE TRUE AND CORRECi. ALL PROVISIONS OF �AWS yp�VAT10N SURTA% ANO OROINANCES GOVERNING 7MIS TVPE OF WORK WIIL BE COMPLIED WITM WMETHER SPECIFIED MEREIN Ofi NOT. TNE GRANTING Of A PERMIT 11 135. %1 �S . SG DOES NOT PRESUME TO GIVE AUTHORI7Y TO VIOLATE OR CANCEI THE pEqMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OA LOCAL LAW REGULATING CON- STRUCTION OR THE PERfORMANCE Oi CONSTRUCTION ZO9. ZS Fire SC �il. 13 PLAN CHECK FEE TOT � FEE 25.94 S�GN�TUpEO�CON'AA(;TQAOA�UT�+OAi2ED�GENT iO�TE� EN RO� VAL Ai 0 THIS IS VQUR�� / I fI S�GN�TUAF O� OWNEp�� OWNEpBV�IDEpi �DATE� Bl� �NSP ��Tf c�ty of Fridley AT THE TOP OF TME TWINS r � � � � ; y�� COMMUNITY OEVELOPMENT DIV. r � � PqOTECTIVE INSPECTION SEC. � _ �"'1 � CITY NALL fH10lE� SS�J2 �"'"�"� �'' 612-571-3450 SuB�EtT BU ILDING PERMIT t:. `"�`l . �'�.'-, � �� '� �' � '� �% i; G.m �s.- �m-r 'i� � NUMBER pEV OATE PAGE O: 910-F15 9/19/O1 / / JOB ADDRESS 1506 - 1526 Bohnhof Junction ��/� 1 LEGAL ��T NO. BLOCK TRACT OR ApD1710N oesca. 1- 8 6 Innsbruck North Townhouse 2 PiiOPERTY OWNER MAIL ADORES$ 21P Various 3 CONTqACTOR MAIL ADORESS ZIP Columbus Exteriors 2131 111 Lane NW, Coon Rapids, MN 55433 � ARCHITECT OR DESIGNER MAII ADDRESS Z�P 5 ENGINEER 6 USE OF BUILDING 8 unit Townhouse 7 CLASS OF WORK ❑ NEW O ADDITION O ALTERATION MAII ADDRESS 8 DESCRIBE WORK Reside Building; Soffit/Fascia; Window Wrap 9 CHANGE OF USE FROM CZ•7 ZIP � REPAIR 2179 ,��/O �i PROVED !� SEE ATTACMED SHEET PMONE LICENSE NO 763-757-7530 PHONE LICENSE NO. PHONE LICENSE NO O MOVE ❑ REMOVE STIPULATIONS Per Section 1402, 1997 Uniform Building Code, requ�res that a weather resistive barrier be placed over exterior sheathing to protect the interior wall covering. Exceptions for this provision would be i� sheathing is an approved weatherproof panel or when the siding is sn approved weather barrier. Vin3�1 siding is not a weatherproof covering ur.less the manufacturer sta�es this in their application guidelines. Call for inspection of wrap before covering. 7YPE OF CONST. SEPARA7E PERMITS ARE REOUIRED FOR ELECTRICAL, PLUMBING, MEATING, VENTI�ATING OR AIR CONDITIONING THIS PERMIT 9ECOMES NUII ANO VOIO IF WORK OR CONSTRUCTION ZpNING AUTMORiZED IS NOT GOMMENCED WITMIN 60 OAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANOONED FOR A PERIOD OF 120 �AYS A7 ANV TIME AFTER WOiiK IS COMMENCED. NO DWLG. UNII I HEiiEBY CERTIFV THAT I MAVE READ ANO EXAMINED THIS APPLICATION $ ANO KNOW TME SAME TO BE TRUE AND CORRECT. ALL PROVISIONS Of �AWS VALUATION ANO OfiO�NANCES GOVERNING THI$ TYPE OF WORK WI�L BE COMP�IED �48 265 WITH WHETMER SPECIFIEO HEpE1N OR NOT., TME GRANTING OF A PERMIT � DOES NOT PfiESUME TO GIVE AUT►iORITY TO VIOLATE OR CANCEL THE PERMIT FEE PROVISIONS OF ANV OTHER STATE OR IOCAL LAW REGULATING CON- STRUCTION OR TME PERFORMANCE OF CONSTRUCiION $633.6.5 � �� l PIAN CHECK FEE �O/ S�GN�fUAEOFCON'aA(;TQAOA�UTr.OA�ZED�GENT �OATE� Cu Di tiEp�� OWHEp Bui�DEA� �D�rE� PE OCCUPANCVGROUP �OCCUPANCYlOAO FT ICU fT OFFSTREET PARKING STA�LS IGARAGES SUiiTAX ` $24.13 SAC CHARGE Fire SC $48.26 / TOTA�FEE $7,06.04 �UR PERMIT �� —� i r�c r t Building $[JIj,DjN(j Pemlit No.: dUOX DU 85D_ Ins�ecti;»ns RESIDENTIAL APPLICATION Received By• 763-572-3604 763-502-4977 FAX CITY OF FRIDLEY Da��'c��N 7 2008, EFfBC"CIVF. 1-1-08 � D;1TF Cs' S' rZO� �,7 YOliR F,-MAIL ADDRESS ��C� (��S�ipr� [�u�I�(s•Gor"► SITEADURESS �5��i vOY1h�Of �Li "['HIS .0.YPLICANT IS: ❑ OWNEK "�CONTI2ACTOR PROPERTY OWNER/ �p;�qg: �� S�c�I�. �f.is�.t� TENANT �i�c�rtt�ss: .ISiy.._._ 6o_ti��►ef __ Jc�r....._ _._.._..__c[TV._ F2�p��Y - _... ....__s1�A�rLMr4_. z�r.._SSy3Z _ PHONF.:: NAMF lr�nGL--- f'F�S-Forl----- . _— —. — — — CONTRACTOR ADDRI;SS: '�O� R;��c•..�_ .�R�VE� _.... _ _.._CITY APi�L ..__�t£Y ....._STATEMl�I Z1P.SS/Z`f----- SLIB�VIIT A COPY OF p�{ONE 952^ �`� — q�S FAX YOUR ST:\TL LICENSE _ __ . _ _ _ _ _. .._ - __._ STATF, L1CF..NSE # z� 2i �38 EXP DATE 3^ 3 I' ZOO�T PROPERTY TYPE ❑ SINGLE FAMILY!NEW C;ONS"IRliCTION �y�� S(ZL ❑ TWO FANIILY'.'NE\V CONSTRUCTION �(Ola� STOR[lS _...._.___.._.....___ __— PERMIT T1'PE ❑ AUDI"fION ❑ GARAGL-:'SHL:U ❑ WINDOWS ❑ ti3ASEMGN'I' FIN[SFl ❑ KOOP ❑ DRAIN TILE �DIiCK ❑ SIDING ❑ OTHER ❑ SWI1�4M1NCi POOL 'i'YPE OF W�RK: � NF,W HOMr CONSTRUCTION ❑.ADDITtON �3(MAINT'LiNANCG/RE,PAIR ❑ REMODELING DGSCRII3L WORK BE;ING UONL: R£�LwC.L„ 1�.►C,K SuRFRCi— Rq.I�K(s._._.. tJ[ ___I!�O �bi.r.�qyr�ci.�cc i i SIZE OF IMPROVF�:'v1ENT S� ZS LFNGTH � WiD'I�H HF.IGH'C ROOFING NUMBER OF SQUARES __._.__. GARAGN;S f'ROPOSED SIZ[:: PROPOSLU HGIGIi"I': ❑ HOUSF ONC.Y ❑ IiOUSL & GAKAGL ❑ AT"I-nCHED GARAGF. �� ❑ DF.,T.ACHI:D CiARAGF.. �« �� L�� '� SIDING � ADDITIONS. � PORCHES SUBh11T: ❑ Vinyl ❑Soffil 5e, ]. Sitc Plan/Survcy showing the cxisting strucWres ❑ Aluminum ❑ 7Yim ❑ Othcr ❑ Pascia and }?roposcd project. -- — � 7wo scts of construction plans V4'INDOWS 3. EncrgyCalculations ►N EXISTING OYl1�INGS ❑Y'cs ❑No LOCA1'ION 01= WINDOWS OR FOR I�E�� OPENINGS-0ESCRISr SIZE OF �OPF'�ING CHANGES & TY PC OF W'fNl�O�I' TO E3Li 1NSTALLED NliMBF,R Ot' W fNDOW S ALL FEES ARE BASED ON VALU.ATION, INCLUDI:vG THE COST OF LABOR AND MATERIALS: � 'SI�C�F E 1997 UBC FEE SCI3F.,DliI:.F.} TOTAL JOB VALUATION $ c�U OCCUPANCl' TYPE ��o•��at'r� SQ FT �ls BASEMF.,'hT REMODELiNG SUBMIT: I . Exisfing Floor Pl�tn 2. I'roposed floor plan 3. I..ist of stnictural membcrs to be uscd FORNEW CONSTRUCTION INCLUDING DECKS, Permit Fee Plan Review Fire Surcharge Surcharge License Surcharge SAC Charge Curb Cut Escrow Erosion Control Park Fee Sewer Maii1 Charge Tatai Due S See Back Page for Fee Schedule 6�% of Building Permit Fee .001 times the total job valuation .000� x Permit Valuation Minimum $.50 $5.00 (State Licensed Residential Contractors) $1825 per SAC Unit (Plans to MWCC fo�• detennination) ft-+-6ft= ftx�21=S _......_...----- -------- ---- $450 Conservation Plan Revicw Fee Deternlined by Engineering Agreement necessary ( ) Non Necessary ( ) Make checks_payable to: City of Fridle�• Attach TFiIS IS AN APPI..IC,ATION POR A PfiRM17 -NOT VALID UNTIL PROCESSF..D lations I hcreby apply tix a buildrne permit and I acknowled�c that the infomiation above is complcCe anil accurate, thiit the work will bc in conYomiance with the ordinances and codas of the Ciry of Fridley and ��th the Minnesota Constsuction C�odes; [h � I understand this is not a permit but only �n application for a permit and work is not fo start without a pennit on sitc; th�;t thc "ork �' I bc in accorda� c�, h tltc approv� n in thc casc of all work which rcquires rcvicw and approval of plans. SIGNA7'URE OF' APPLI ' ' PRIN7' NAME �RNCQ TT�[57DnI DATE �+'s' Op � n��ov�.� B�� t�� -� ------ — -- --- — DAT'lfC' /� ERMITS �RE REQliIRED FOR PLt1MBI1`G, ELECTRTCAL A�D MECHANICAL Railing Systems from American Edge +� . i� .AA�� .�e fl ,t��. i�� 6/5/08 H:03 PM m> �� '� � ' 11� � �` � 6 Foot Rail Assembly 36" T-Shaped Top Rail Shown :� � � .. A ..F�,.i 8 Foot Rail Assembly 36" T-Shaped Top Rail Shown � back to home � �� e�,-,�-;� �-t. �, _ _ W �m,_, � � _...�..� �. > � � � � --. ___ - _ _. . __.._._._ . _ ,,., � , E � e d � ��, a � � � �� < 3 SE£"; t f,'.5� ::�'�+,% http://www.ameredge.com/models%26dimensions.html Page 1 of 3 � U � � �n V I �+ � V '�3�, � K �'�. �✓ G � �, "' .yn G Y e" $N(�M1/k a � r�,° . .� , � .P r�� ot, � ;' _ � � "s' „'w� � �, �«� A„�m.:-`�..»� ?`�1 �,..»„� - .� ��9�dT � � � y [ �'� � � � P "� ` � E ��, �� 3y„ i � � � ��, � � �. �� '. r , � � T. _ < � � � �„ �r a 3 ` ; ' ` =� " �, e «�;� ; �� ,� e �'� � � � < 6�<'"` , , . . .., _ a��•:a'�.. ... _. � ��. �.r � �. � � � � . . , .i�. ... �.� � �';�" �" �".;� � �;:��;., . �� - °-�i�� ` � ;, s �,,�:�rs ,� �, , E . � �'.�°��°;�. � � �R� ` - � ,. �y #y J �(��„� < �: �„ � �� ..Ys� �� ,: �� % ° �$ p� '�'x�.^.,qs � �. .. �.' =� "' ,�, � � �: � �, , . :: �. ,. � Y�.��;9 ,; ��: : , � e � �� I' E � Yi.+; � � „� � � � ��:� �..� ,1,� � � .M � � � . � � � Architectural Testing TEST REPORT Rendered to: AMERICAN WAY MANUFACTURING For: 10 ft by 36 in SrnartRail Guardrail System Report No: 61831.02-119-19 Report Date: 03/28/07 Revision 1: OS/09/07 130 Derry Court York, PA 17406-8405 phone: 717-764-7700 fax: 717-764-4129 Architectural Testing TEST REPORT Rendered to: AMERICAN WAY MANUFACTURING 1871 Henn Parkway Lordstown, Ohio 44481 Report No: Test Date: Report Date: Revision 1: 1.0 GeneralInformation 1.1 Product 10 ft by 36 in SmartRail Guardrail System 1.2 Project Description 61831.02-119-19 12/21 /OS 03/28/07 OS/09/07 Architectural Testing, Inc. (ATI) was contracted by American Way Manufacturing (AWM) to perform structural testing on their SmartRail fiberglass guardrail system. The purpose of the testing is code compliance evaluation in accordance with the following criteria: ICC-ESTM AC174 (July 1, 2005), Acceptance Criteria for Deck Board Span Ratings and Guardrail Systems (Guards and Handrails). Testing was limited to satisfying the structural load testing requirements of Section 3.5, Guardrail System (Guard and Handrail) Performance Rating which are equal to 2.5 times the design loads of the referenced building codes. An adjustment factor of 30% was applied to the in-iill test loads as a conservative approximation of the adjustment factors required by AC174 for environmental effects. Further testing would be required to determine actual adjustment factors for the tested material. 1.3 Product Description and Sampling The fiberglass components used for the evaluation were rails and posts produced by a pultrusion process and PVC balusters were produced by an extrusion process. Tested components were not independently sampled as required by AC174 but were supplied and retained by AWM, so testing was for AWM's internal R&D purposes only. Components were not dimensionally documented. 130 Derry Court York, PA 17406-8405 phone: 717-764-7700 fax: 717-764-4129 Architecturat Testing 1.4 Conditions of Testing 61831.02-119-19 Page 2 of 7 Revision 1: OS/09/07 Unless otherwise indicated, the conditions of testing were laboratory ambient conditions with temperature in the range of 68 �4°F. 2.0 Structural Performance Testing of Assembled Railing Systems Re: AC 174 - Section 3.5 2.1 General Railing assemblies were tested in a self-contained structural frame designed to accommodate anchorage of a rail assembly and application of the required test loads. The specimen was loaded using an electric winch mounted to a rigid steel test frame. High strength steel cables, nylon straps, and load distribution beams were used to impose test loads on the specimen. Applied load was measured using an electronic load cell located in-line with the loading system. Deflections were measured to the nearest 0.01" using electronic linear displacement transducers. 2.2 Railing Assembly Description The SmartRail guardrail system consisted of pultruded fiberglass top and bottom rails with spaced PVC balusters inserted in the rail members. The railing system had an overall top rail length (inside of post to inside of post) of 120" with an overall rail height of 36" (deck surface to top of top rail). The balusters were inserted into routed holes in the rail members. Top and bottom rails attached to AWM UltiMountTM ProSpec36 Post Mount with 4x4 fiberglass post sleeves via the AWM polycarbonate Drop-In Brackets. Four (4) #12 by 1-1/2" flat-head stainless steel screws attached the bracket to the support, and four (4) #12 by 3/4" flat-head stainless steel screws attached the bracket to the rail. 2.3 Series/Model The scope of testing performed and reported herein was intended to evaluate the SmartRail series railing system consisting of the following components: Top Rail - 2" wide (at base), 3-1/2" wide (at top) by 3-1/2" high fiberglass T-Rail Bottom Rail - 2" wide by 3-1/2" high fiberglass rectangular rail Rail Connection Condition - AWM PVC Drop-In Rail Bracket System Baluster - 1-1/2" square, hollow PVC pickets Post Sleeve - 4" by 4" fiberglass straight, square post Post Mount - AWM U1tiMountT'" ProSpec36 Post Mount with 13 gauge steel tubing and 1/4" steel leveling plate; plastic upper rail stabilizer at top of post mount and two-piece plastic lower rail stabilizer at bottom of post. Leveling screws were not employed in testing. Architectural Testing 2.4 Test Setup 61831.02-119-19 Page 3 of 7 Revision 1: OS/09/07 The railing assembly was installed and tested as a single railing section by directly securing the U1tiMountTM ProSpec36 post mounts to a rigid steel channel (to simulate anchorage into concrete). Tests were intended to evaluate the post mount system anchored to a support surface adequate to resist the imposed loads from the system. Evaluation of the base mounting hardware is not within the scope of these tests. Transducers mounted to an independent reference frame were located to record movement of reference points on the railing system components (ends and mid-point) to determine net component deflections. See photographs in Appendix B for test setups. 2.5 Test Procedure Testing and evaluation was performed in accordance with Section 3.5 of AC 174. The test specimen was inspected prior to testing to verify size and general condition of the materials, assembly, and installation. No potentially compromising defects were observed. One specimen was used for all load tests which were performed in the order reported. Each design load test was performed using the following procedure: 1. Zeroed transducers and load cell at zero load 2. Increased load to specified test load in no less than ten seconds 3. Held specified test load for no less than one minute 2.6 Test Results Unless otherwise noted, all loads and displacement measurements were normal to the rail (horizontal). The test results apply to the railing assembly, supports, and anchorage to the supports. Key to Test Results Tables: Load Level: Target test load Test Load: Actual applied load at the designated load level (target). Where more than one value is reported, the test load was the range (min.-max.) that was held during the time indicated in the test. Elapsed Time (E.T.): The amount of time into the test with zero established at the beginning of the loading procedure. Where more than one value is reported, the time was the range (start-end) that the designated load level was reached and sustained. Architectural Testing 2.6 Test Results: (Continued) 61831 A2-119-19 Page 4 of 7 Revision l: OS/09/07 10 ft by 36 in SmartRail Guardrail System Limited to Use in One- and Two-Family Dwellings / AC174 Test No. 1 - 12/21/OS Desi n Load: SO lb / 1 S uare ft of In-Fill at Center of Two Balusters Load Level Test Load (lb) E.T. (min:sec) Sustained load equal to or greater than 163 lb for 163 lb (3.25x D.L.) 164 - 181 00:16 - 01:32 minimum of one minute Test No. 2 - 12/21/OS Design Load: 50 Ib / 1 Square ft of In-Fill at Bottom of Two Balusters Load Level Test Load (lb) E.T. (min:sec) Sustained load equal to or greater than 163 lb for 163 lb (3.25x D.L.) 175 - 187 00:17 - Ol :24 minimum of one minute Test No. 3 - 12/21/OS Design Load: 2001b Concentrated Load at Midspan of Top Rail Load Level Test Load (lb) E.T. (min:sec) Displacement (inches) End Mid End Net' 200 lb (D.L.) 209 00:39 0.21 1.43 0.25 1.20 650 lb (3.25x D.L.) 656 - 670 00:53 - 02:02 Sustained load equal to or greater than 650 lb for minimum of one minute Deflection Evaluation: Maximum rail deflection at 209 lb = 1.20" on a 10 ft rail (120"). Limits per AC174: h+ l 36 + 120 = 2 �5" > 1.20" .•. ok and h_ 36 _ 3.00"> 1.20".•. ok 24 96 24 96 12 12 � Each end displacement was measured at the center of the 4" by 4" support. Net displacement was the rail displacement relative to the supports. Test No. 4 - 12/21/OS Design Load: 2001b Concentrated Load at End of Top Rail (Bracket) Load Level Test Load (Ib) E.T. (min:sec) Result 6501b (3.25x D.L.) 652 - 667 00:52 - 02:05 Sustained load equal to or greater than 650 lb for minimum of one minute Architectural 2.6 Test Results: (Continued) 61831.02-119-19 Testing Page5of7 Revision l: OS/09/07 Test No. 5 - 12/21/OS Design Load: 2001b Concentrated Load at Top of Post Load Level Test Load (lb) E.T. (min:sec) Displacement (inches) 2001b (D.L.) 216 00:11 0.52 6501b (3.25x D.L.) 650 - 678 00:20 - 01:48 Sustained load equal to or greater than 650 lb for minimum of one minute Deflection Evaluation: Maximum rail deflection at 2161b = 0.52" on a 10 ft rail (120"). Limits per AC174: h+ l 36 + 120 = 2.75" > 0.52" .'. ok and h_ 36 = 3.00"> 0.52".•. ok 24 96 24 96 12 12 3.0 Summary and Conclusions The railing assembly reported herein met the structural performance requirements of Section 3.5 of AC 174-OS as installed between adequate supports for rail lengths up to and including 120" and rail heights up to and including 36". The AWM U1tiMountTM ProSpec36 Post Mount as installed in a rigid surface application (i.e. concrete) is adequate for supporting the level rail assembly reported herein, which include rail lengths up to and including 120" and rail heights up to and including 36". Testing was limited to evaluating the strength of the support posts as they are intended to be anchored to the supporting structure. Evaluation of the supporting structure (i.e. concrete) was not within the scope of this testing. Architectural Testing 61831.02-119-19 Page 6 of 7 Revision 1: OS/09/07 Detailed drawings, data sheets, representative samples of test specimens, a copy of this test report, and all other supporting evidence will be retained by Architectural Testing, Inc. for a period of four years from the original test date. At the end of this retention period, said materials shall be discarded without notice, and the service life of this report by Architectural Testing shall expire. Results obtained are tested values and were secured using the designated test methods. This report neither constitutes certification of this product nor expresses an opinion or endorsement by this laboratory; it is the exclusive property of the client so named herein and relates only to the tested specimens. This report may not be reproduced, except in full, without the written approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, INC.: Digitatly Signed hy: Justin M. Mann Justin M. Mann Laboratory Supervisor JMM:jmm/nlb �_ � �9��Y �9r�ed by: Travis Hoover Travis A. Hoover Project Engineer Attachments (pages) This report is complete only when all attachments listed are included. Appendix A - Drawings (12) Appendix B - Photographs (3) Architecturat Testing Revision Log Rev. # Date Page(s) Revision(s) 0 03/28/07 N/A Original report issue 1 OS/09/07 Cover 61831.02- ll 9-19 Page 7 of 7 Revision 1: OS/09/07 Removed "PVC" from 10 ft by 36 in SmartRail Guardrail System 1 Removed "PVC" from 10 ft by 36 in SmartRail Guardrail System. Replaced "PVC" with "fiberglass" and revised Product Description and Sampling section to indicate that fiberglass components are the rails and posts and the balusters are PVC components. 2 � Revised Railing Assembly Description and Series/Model section. Removed "PVC" from 10 ft by 36 in SmartRail Guardrail System �.468 +/— .010" 3.454 +/- .o�o'� 19 :s. �r .100 �---1.808 Re � � 933.254 � Ref �oa - Z Ref >vg. iess R.112 8pics. �R.188 \� 1. 754 1.915 R.062 --� Ref .395 � C R.285 -� �-- 1.770 R.062 � �- .�oo I R.063 1.253 4 pics. Ref —1.810 REF- 970 +/— .Q1 984 +/— .01 ��'1:�3�w'�$�.9�"°'r3t ��:�.�,��;� ��-.�� ear�gl.�3 wy��t� �„� �y�talts. +��a��s �s•e m�ect. ,��r �, 27/a �-� ` � R.185 plcs. 2.340 Ref 10 1.128 1.142 +/— .010" +/— .010" R.062 I I R.178 2plcs. 3.468 3.482 +/— .010" +/— .010" American Way TEE Pultruded Rail .' C 0 N F I D E N TI A L S�ZE DATE oW� No. This drowiog ia tha property ot American Way Mo��ra�t��9 ��. A. 10-21-04 E-201 N ie not to De reproduced, eopied,or used for fumiahing iniormaiion in ony way without wriltan permission from Americun woy Mry. SCALE i�,}�) MqT• SHEET R.119 4plcs. ESO+/— .010" 3.466+/— .010" �Arch�te�tural Testrng �mpE� cornpttes wttn chese aet�s. fleviations are r�ed. t.�/�3�. 02 ��zZ �, �.�...,.._ 1.984 +/— .010" 1.970 +/— .Q10" — 1.810 Ref — R.Q63 8 pis. 1.912 1.770 �- .100 i 1.770 1.273 Ref R.112 4plcs. .007" .006"—.008" Avg. Coating Thickness M in. .004" •:� American Way 2 x 3:5 PultrudE CONFIDENTIAL S�ZE DATE This drawing is the proDerty of Americon woy n,a��ro��ri�9 ��. A. 9-29-04 R is not to be reproduced, eopied,or used for fumishing information in ony woy without wriiten permission irom Americon woy Mry. SCALE F�.J I � MAT: N0. E-102 SHEET �--- ,0651+:0051 � 010� �IL C +.005 _E 4 : 1 .oas�_ 002� Acrylic ZONE I REV. � ��.r.. THIRD ANGtE WAY PROJECTION NG, INC. � � IG AVE. �Hio aaas� ETARY AtVD CONFIDENTIAL VTAINED IN THIS DRAWING IS THE SOLE PROPERTY 4NUFAGTURING, INC. ANY REPRODUCTION IN NITHOUT THE WRITTEN PERMISSION OF 1PACTURING, INC. lS PROHIBtTED. �osol )250� Architectura! Testfng Tesc sa,npte com�,ties witn these deta�,, tkwiatiorts ar,e not�e0, �rta� � J ' O .. Date 2 7 7 � �/ DECIMAL DIM ANGULAR DIM X.X ±.015 X.X ± 1/4 X.XX ±.005 X.XX ± 1 /B ° x.x�cx ±.00� X.XXXX _*.0005 FRACTIONAL DIM x/x ±i/6a MATERIAL PVC / Acrylic Co-Extruded 5 ' 4 ' 3 REVISIONS DESCRiPTION DRAWN CHECKED COMMENTS: DATE � 27 3116't± 1 / 16' � --+ � � � � , s <' , � � , , � i � ) ( � r- l Preferred length tolerance +/- Acceptable length tolerance Bow tolerance +/- 0.031" NAME pATE PART No. S � 0-36-SC�SpIt" MAO 10-19-OS oKC 10•19A5 PART DESCRIPTION S-36 Smar# R� Fence Spind SlZE DWG. NO. A Smart Spindle S: SCALE: 1:1 Weight: 2is g 2 1 00 � } I -I� I -t- i �— � O O� (�. O :� O O O +i +i +i O � �— O i'� � "'-'N'."' ��_�I';�_�� Muf�� __ __. __ ZONE REV. DESCRIPTiON 1�� I��i ��■ REVISIONS '�'' Architecturat Testfng �'ese sampte compties wkh thesr detsfls, Devfat�Orts a�'�e �toted. ��._?f �3l • O2. c� 2 �70� �, / DATE ;._. . __ _ _ ___. ..... _.. _. _.. __. . .__ _ _ __ _....... . __ _._ _. ; UNLESS OTWERWISE SPECIFIED ; NAME ; DA7E " _.... . _.._.. _ ___ s .. ...... � _ .__; _._ .___. _.._. _, . ......_.._... . DIMENSIONS ARE IN INCHES DRAWN MAO ; 1/25/07 � __....... TOIERANCES: _. ._.. _.. _ . ......... _._._... _. _. . . ..,... ._.. ....... . j FRACTIONAL! CHECKED � s ITLE. _: T � Tee ; ANGULAR: MACH3 BENO ! ENG APPR. i '.... _ ...._. . _.. ._ _..._.._. - --..._ .. TWOPLACEDECIMAL _ _.__ . ___.__., _ __ _...._� . _ ; THREE PLACE DECIMAL ! MFG APPR � __._. .._ __.� _.... _ _ .. . _ _ _ _ _. . Drop-In ......,. __._. ...._..._ INTERPRETGEOMEfRIC Q.A. , ROPRIEIARY AND CONFIDENTIAL : TOLERANCWG PER: '��""�-� ` �-- � �� - ' ��`�' � ` ��' 3 _ i COMMENTS: � _ __ _ __ �PORMATION CONTAMED W TH�S �.-..... .. ....... ....�..... �. ..-. . � .... - :MATERIAL . ...... ' SIZE....' DW G.� NO. NING IS THE SOLE PROPERTY OF P V C �� ' ZiCAN WAY MANUFACiURING ANY :..... ._._.. . _..__. .. ............ ............ . .___......... ...._... ' � . ODUCTION IN PART OR AS A WHOLE ; �� FINISH �� ; A I. � C o v e r OUT THE WRITTEN PEftMISSiON OF ; NEXT ASSY ; USED ON ' �. .___ . .___.. ... 21CANWAYMANUFACTURINGb ,._. ._..._._. ._...... ..__. .. .. . ..._..... ...._. ............: . iI81TED. ' APPLICA710N � DONOTSCALE�RAWING : ; SCALE. �.2 ;WEIGHT..OSIIJS�, ._.__.._ _. . ......... _.._. ,....._ ...__ ._.._.. __...... ._._.... ._... .._.._ ..___ .. _ :. 5 4 3 2 1 0 +': b- t�. 0 0 -�- i + i � � ',� o '°. 0 0 � I � 0 +�, .�t r. ZONE I REV, 69±.a1 � .23 ,. .� 1 _ _ _. REVISIONS DESCRIPTION DATE � Ar[hit�Ural Testing T�c �� comp��s wtcn tneae e�t�ls. �eviatlons ar�e r�bed, tteport!! �8'� / , O Z DaLa 2~% /(i% �fi '7� �°--- 2. 62 ± .01 —�-� _ __ . _ _. . _ __ _ ._ __. __ _.. _ __ .. __. ___ _ __. - : UNLESS OTHERWISE SPECIFIED t NAME DATE � __ € " DIMENSIONSAREININCHES _ DRAWN ( MAO i/2$/07 � _,.. _ .. .,.._.._.. ......_.. . ._. ..__...._.._ ( TOLERANCES ""' ' � _ � FRACTIONAL� cHecKeo .. ...; � i TITLE: ' ANGULAR: MACH � BEND i ENG APPR j ' i T e e _ . .._ _. _____._ � .. _...___.._. .. _ .._ _.._ TWO PLACE DECIMAL s _. _.. . _ _ . � � THREE PLACE DECIMAL ! MfG APPR. i f � __ _ , -� : Drop-ln Brc ..__,. ..__. . ..._._.._ ; � INTERPRETGEOMEfRIC � Q.A. ROPRIEfARYANDCONFIDENiIAI i ': TOLERANCINGPER: � """�"""" ��'��"�� ` ��"�� ____. . __ COMMENTS: .. JfORMATION CONiAiNED W THIS �.... . . ........ .�........... ...... .. ...�.�........ .:. MATERIAL � . . . ... . ... .......... . ....... .. NING IS THE SOLE PROPERTY OF PVC ., , ` SIZE DW G. NO. 21CANWAYMANUFACTURING. ANY ._. __......... _._._.. .._...._.. .. . _ ._._____ .. . ,!. ODUCTION IN PART OR AS A WHOLE � PINISH � ' A; t b a s e OUT THE WRIiTEN PERMISSION OF . NEXT ASSY ; USED ON , �: � E; � _... ._ .. . . .... .... . .... .... ......... .. . ..... _ . . ?ICAN WAY MANUFAC7URWG 15 ; _. ..........,. . .. _._. . .... .. ................. . . ._..... . . _ . .... _.___. ..., ? - :. itBRED. APPLICATION DONOTSCALEDRAWING ' SCALE. �:2 'WEIGHT:.�4IEJSS _ 5_ _ . 4 _ _ 3 2 1 O O Q C7 +i +i +� i-�i �.i- O O '�i- � � p � ,-_ '.I'il'I.' �-��-� ��a�� ZONE I REV. _. _ __ __ REVISIONS DESCRIPTION '�` Architect�ra! Testing Test sacr�ple eomplies with ihese � Deviat�ons are noLed. Report# / �� Z Dat� 3 2 D� � y/ DATE _ _ _ .... ... .... .... .. . �. _ . _ .... _ _ _ .. . . _ . _ . __ , UNLESS OTHERWISE SPECIFIED: : � NAME ; DATE � ___ __ . , g _ _: _ . ............. _ ._......._ ... ._ __.._..__._ � DIMENSIONS ARE IN INCHES DRAWN � MAO 1 f25/07 � TOLERANCES: . . ... , _ . , ..._. �__._ ... ....__..... - - - - - - ` FRACTIONAL+ CHECKED TITLE: � X ANGULAR: MACH2 BEND *_ ENG APPR ; 4. _... . __..._. .. _.. _..... _ . _: TWO PLACE DECIMAL ± _ � _._.....' THREE PLACE DECIMAL ! , MFG APPR � ._ _ . Drop-In C� .. - — ........... : WTERPRET GEOME(RIC @.A. ROPRIETARYANDCONFIDENTIAL ' �TOLERANCINGPER: ��" �' �� '""'"'��" ' ' '��-' 3 COMMENTS: ._ ..._ _ _. . . ,. dFORMATIONCONTAiNE01NTNIS -�` -�� -��- ��- �-- MATERIAL � � ! � SIZE� {DWG. NO. VING IS THE SOIE PROPERTY OF � PVC ;, ' 21CAN WAY MANUFACTURING. ANY _.. �-� - ---- - ----- - � - � � � � �� A . 2x4 c o v � 7DUCTION IN PART OR hS A WHOLE �� FINISH � j �UTTHE WRRTEN PERMISSlON OF ; NEXf ASSY , USED ON -. � ;ICAN WAY MANUFACTURING IS j.... ... ....._ _...._......� _...... .. __.... ..._ ., ..... ._... .... .... . .... . ................� ; ............. _., . ........, ........._.. IIBITE�. APPUCATION DONOTSCALEDRAWING = . SCALE. 1.2 :.WEIGHT..081bs? .. .. ...,... ;__. _....... . ...._.. ._..._ ._... __._. ..__. ....... __... . .__. ..._... ..... _..... _.,: .._.... . .......__: _ �__ ; 4 3 2 1 � Q O +i � Q +i .p +� +t .p � C'7 Cr) �— ,—: `'�? p '4 ,- ZONE I REV. � Architectural Testing � Test samp(e complies with Lhess d�a. Devtacions are noted. �Aort�.,��' ° 3 � O Z � Date 2 7 0 � � -7/ _ _ _ _ __ _ UNLESS OTHERWISE SPECIFfED: � :.............,.._.. _�._..__ .............. ......__ .. k ............_...__.. ' diMEN510NS ARE IN INCHES DRAWN 70LERANCES: -�-� ��-�-� � -�� FRACTIONAL3 s CHECKEQ ANGULAR: MACH 3 BEND ± ENG APPR. _ . TWOPLACEDECIMAL ± THREE PLACE DECIMAL 3 MFG APPR _..._.... .__..___ _ _.... . _ ._ _._.. _ . -.- INTERPRET GEOMETRIC Q A. ROPRIFfARY AND CONflDENTIAL ; tTOLERANCING PER: , i COMMENTS: JFORMATIONCONTAWEQINTHIS :....' ................ .............. ............ .�......... €MATERIAL VING IS THE SOLE PROPERTY OF ; PVC �. ;iCAN WAY MANUFACTURING. ANY . ........... ...___. .........._. . . . ...._.. ._..... ....... ..:. �DUCTIDN IN PART OR AS A WHOIE ;� �� FINISH : �UT TME WRITTEN PERMISSION OF NEXT ASSY USED OIV tICAN WAY MANUFACTURING IS '... . ._... ._ ._...__. ......_. _._ . . .._ _._ ..._..__. _ . ` IIBITED. APPLICATION DO NOT SCALE DRAWING � ] ........ ...... ....__. .......... .._. _ .. ... ......... ._.._. .. ..._. REVISIONS •�_ i C/� .23 =.01 DESCRIPTION NAME MAO _... _.. .. _...._ ...... ...._... _._..._ .._.. ........ .._..._.. .._._.. ......... ......_ .__........ .... 5 4 3 DATE d - -- , _ _ __._ __. _ DATE � 1/25/07 � __ ___.....__ _ � TITLE: 2x4 .j Drop-In Brc �� ...... .......,. ..... ........... SIZE DWG. NO. ' A 2x4basE .. . ....._. _..._._. __....__. SCALE: i :2 `WEIGHT: .14 Ibs . ... . _ . _ . .... ... . . _ ...; . . _. . . _ ..._.. ...... :.. 2 � R.043 � 2 PL .335 .165 043 - .168 r -083 � R.043 2 PL 043 - .085 � 3 X Scale —.108 008 R.148 - � R.156 Z4NE I REV 667 i[�I�] 3 X Scale R.156 CONFIDENTIAL Thie drawing ia the property of Americon Woy Monufacturing Inc. It is not to be reproduced, copied,or ussd tor turniahing informotion in any way without wfitten perm�eeion from Mneriean Woy Wg. REYISIONS DESCRIPTION DATE APPROVED �.�� 3.978 . .667 ---I � Architectural Testing � Test sarnpte compties with the�e det�tis. Devfations are not,ed. ��n� �� 8 3 /• a 2 oace 27 D7 recA 4.000 3.978 American Way Mfg. 4 x 4 x.100 Extruded Post 5/32"" Mandrel Rev Omega SIZE DATE DWG N0. RE� A. 8/22/05 E-110 SCALE FU�) MAT: SHEET 1 Of 1 � iitecturat Testing 'rtpties wlth tl�ese deteil�. tbns are �qte0, 7 /•�r� —.�..–.�....� � A�+cft ZONE I REV. REVISIONS DESCRIPTION DATE � 7.,.� ;a��t: THIRD ANGLE ►AY PROJECTION �, INC. � � AVE. io aaasi 'ARY AND CONFIDENTIAL �INEDlN THIS DRAWING IS THE SOLE PROPERTY UfACTURING, INC. ANY REPRODUCTION tN HOUT THE WRITTEN PERMISSION OP �CTURING, INC. IS PROHIBITED. 5 DECIMAL DIM X.X ±.415 X.XX ±.005 X.XXX ±.001 X.XXXX i.0005 MATER(AL 4 ] 3 Gage 30.75Q � � 36 Rail Height 36.90 O.A. SECTION A-A ANGULAR DIM X.X + 1�4� X.XX ± 1/8° PRACTIONAL DIM X/X ±1/64 k� NAME DATE DRAWN MAO 12-19-05 CHECKEO DKC 12-19-05 COMMENTS: .25� Level No. A CO�Cn�-fC 36" Rail V�eed F 13 Gage 1 /4" /� � 36 Inch Rail Po: ♦'_�\�Mount Assemk SCALE:1:8 Weiaht: 38 ± 0.005 4) PLCS � .3130 ±C R.063 ± 0.005 {4) PLC'S � + ZONE � REV. 1.280 ❑ ± O.OQS C• .��„ � ± 0.005 -----� REVISIONS OESCRIPTION 1.280 ❑ + 0.005 3.385 D ± 0.015 c.-� i THRU ALL � 1.693 - 26 THRU ALL � �,.�;� TOLERANCES UNLESS OTHERWISE SPEC � ��: iHlRD ANGtE DECiMAL DiM ANGUTAR �I�M 'AY PROJECTION X.X ±.015 X.X ± 1/4 X.XX ±.005 X.XX ± 1/8° �, INC. � � X.XXX ±.001 AVf. X.XXXX ±.0005 FRACTIONAL DIM 1044457 X/X ±i/64 ARY AND CONFIDENTIAL MATERIAL �►NED IN iHIS DRAWING iS THE SOLE PROPERTY 1010 WRS (50 KIP Min yld.� UPAGSURING, ING. ANY RfPRODUCiION IN HOUT THE WRtTiEN PERMISSION OF ,CTURING, ING. IS PROHiBITEp. 5 4 3 SECTlON C-C DATE .0]5 �° Architectu Tes[ sampte cortqrifes wll thwiatbns are �� 8 / � 0 2 u�c� 3 Z 7 0 7 � .250 ± 0.015 NAME DATE PART No. '38� LP� � 4� DRa,wN M.A.O. 7-28-05 CHECKED �.K.C. 7-2s-os PART DESCRIPTION connti+errrs: Post Mount P w/ Punched I Part generated Drilled & Tapped in Solid Works from existing data. SIZE DWG. NO. A, 38-LP-14-DT-; SCALE: 1:1 Weight: .�5 u 2 � �� THtRD ANGI.E 'AY PROJECTiON �, INC. � � AYE. IQ 44451 ARY AND CONFIDENTIAL �INED IN TliIS DRAWtNG !S THE SOLE PROPERTY JFACTURING, INC. ANY REPRODUCTION IN HOUI THE WRITTEN PERMISSION Of CTURING, INC. IS PROHIBITED. 5 ZONE I REV. 13 Gage REVISIONS DESCRIPTION 30 3/4" ± 1 / 16" — � DATE �`` Architectural Testing Tesc samptE o�tks vy�� tbese details. Deviatiotn arra not+eA. Report�r _l /R 3 /• D 7. D�e —?� G / /Q % Teth / DECIMAL DiM ANGULAR DIM X.X ±A15 X.X t 1/4"— X.XX ±.005 X.XX ± 3/8° x.xxx ±.oat X.XXXX ±.0005 FRACTtONAI DIM X/X ±i/64 MATERIAL ASTM 500 GRADE B 4 3 NAME DATE DRAWN M.A.O. 7-29-OS CHECKED D.K.C. 7-29-OS COMMEMS: Part generated in Solid Works fram existing data. E °' 30 750 13 ! 13 gage Ulti-mo tubing 30 3/4" Io SIZE DWG. NO. A 30 75013 gc SCALE:1:2 Weight: i � D � 0 �� , 0 � o� ZONE ( REV. 1.500 ❑ .990 O 1.900 ❑ ± 0.005 ± 0.005 ± O.OQS —r— 3.7i00±.03 - 3.070 � ±.005 C.4-1 � . y NOTE: C STAMP PATENTED & PIN 1 /8" .495 CHARACTERS x .Ol DEEP. :tu�al Tesdng ± 0.02 i Wlth ttleSt dlReNs. are �otred. 3.070 ±.O 1 JZ � � v$ ,. TOLERANGES UNLESS OTHERWISE SPECIFIED �. THIRD ANGLE DECfMAI DIM ANGULAR D M IqY PROJECTION X.X ±.015 X.X ±+/4 X.XX ±.005 X.XX _ 1/8° 'a, INC. � � X.XXX ±.001 AVE. + X.XXXX #.0005 FRACTEONAL DIM 10 44451 X/X tl/64 ARY AND CONFIDENTIAL MATERIAL CR FULL HARD YIELD AIM 80-90 UNED IN THIS DRAWING IS THE SOLE PROPERTY TENStLE AIM $5-96 UFACTURINC,, INC. ANY REPRQDUCTION IN BLANK S[ZE S.ZSO�� SQUARE HOUT TH8 WRtttEN PERMISSION OF �CTURING, INC. IS PROHIBITED. � 4 3 REVISIONS DESCRIPTfON DATE � .375 ± 0.02 (3) PLC'S � .188 ± 0.02 1.090 (4) PLCS .495 ± 0.02 3.070 ±.O 1 �950 ±0.02 1.535 �— }.O1 � � .313 ± 0.02 1.535 ± O.diO i2) PLC'S NAME OATE DRAWN M.A.O. 7-28-OS CHECKED D.K.C. 7-28-OS COMMENTS: Part generated in Solid Works from existing data. � SE 37-STP-44- STABILIZER PL VINYL P� SIZE DWG. NO. A 37-STP-4 SCALE: 1:2 Wei9ht: t42 < 61831.02-119-19 Architectural Testing Photo No. 1 Infill Loading at Center of Pickets Photo No. 2 Infill Loading at Bottom of Pickets 61831.02-119-19 Architectural Testing Photo No. 3 Concentrated Load at Midspan of Top Rail Photo No. 4 Concentrated Load at End of Top Rail (Bracket) 61831.02-119-19 Architectural Testing Photo No. 5 Concentrated Load at Top of Support Post (U1tiMountTM ProSpec36)