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PRE 2010 PERMITSCity of Fridley, Mi 11249 6431 University Ave. N. E., Minneapolis, Minn. 55432 BUILDING PERMIT Date:....__.N.Q.velm.hex.._.4...... �,�7 Owner: .Fve.._S..Lncls ...Div_e_---Q.pMe.]R.t;........................... ---- Builder _.__.M7.lj._.Qtvlex.i..an HnmPR Inr Address -7-84.5 Eas-t----Ri-z-er_.-Roa,4---,dip-t-.---3D2-----.... Address LOCATION OF BUILDING No- ------ 7.855 Street .......... .Eas.t.•--R-i tzer Part of Lot Lot _See-.. F 11 e .... Block ... .......... .............-...._.--___...---_._....... Addition or Sub -Division ............... Corner Lot ..... ........... ..._........ Inside Lot ... ..................... ___ .... Setback Sideyard Sewer Elevation To be Used as: Foundation Elevation DESCRIPTION OF BUILDING Recreation__Bui.lding.__-_. Front _fi6..8.'_.. Depth _.hb ..8_'_.. Height ...22.'._..... Sq. Ft. _4445._..- Cu. Ft. 97.790 _ — - - ............................ Front ... ... - .......... _.. Depth . Height q. Type of Construction...Ma.s.onry..__.___ .... ........... Est. Cost _ RD,.D-0.0._.OQ_.___.... To be Completed __ Near Stipulatons: Soundproof and accoustics In consideration of the issuance to me of a permit to nstruct the buil ' gdescribed above, I agree to do the proposed work in accordance with the description abo e s an n compliant with all provisions of Ordinances of the city of Fridley. ci 40.00 State S rcharge In consideration of the payment of a fee of $..3.1b..R0—..__.., permit is hereby granted to Mid Atnp-riGan Homes _.__........_..__.......-..._................................... to construct the building or addition as described above. This permit is granted upon the express condition that the person to whom it is granted and his agents, employees and workmen, in all work 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 buildings within the city limits and this permit may be revoked at any time upon violation of any of the provisions of said o7rdinances. Building Inspector HANK MUNICH NOTICE: This permit does not cover the construction, installation for wiring, plumbing, gas heating, sewer or water. Be sun to sN the Building Inspector for separate permits for these items. A W e 0 K ,C4a " '02 leit y til " �9S RI�f-t' W7 HsiILDING ff— T CITY OF FRIDLEY NOTE: Applicant should obtain building permit roc from Building Inspection BUILDER: Mid American Homes Inc. Department Secretary. ADDRESS: Apt 302, 7845 East River Road NOTE: A Certified Survey of the lot, StreetCity Zip Code showing the location of the foundati n, TELEPHONE: 788-8306 786-8161 once it has been constructed, will be Home Business required before proceeding with the framing. PROPERTY OWNER(S) Five Sands Development a limited partnership consisting of F ve bands Inc. general partner, Richard H. Fudali and Kenneth V. Nordling, limited partners. ADDRESS(ES) Apt 302 7845 East River Road Street City Zip Code Street City Zip Code TELEPHONE NO.(S) 788-8306 786-8161 Home Business LOCATION OF BUILDING 7855 East River Road Property Location on Street 7855 East River Road or Exact Street Address (if any): _ Legal Description of Property: see survey attached to plans Total Area of Property 7402�20.0E0q- ft. Present Zoning Classification _____w DESCRIPTION OF BUILDING Proposed Building Use: Recreation Building Dimeneions: Front 66.8 Depth 66'8 Heigtht 22 Square Ft. 4445 Cubio Ft. 97,790.00 Type of Construction: masonary Estimated Cost '000.00 To Be Completed one year from start DATE: �' a'a " 11 s s G ATME: APPLICANT I K NC1hT-RFSIDENT 1 ,� i; '�.7ILDING PERMIT % •a CITY OF I'h. D x f r r� x U H x M RA 10 a 9 6111 i 11112 F.11 N 94 wil ZONING: r - '3 ADDRESS: -^—, VARIANCE REQUIRED: LEGAL DESCRIPTION: SPECIAL USE REQUIRED: PE0_ax�5 5 � V.- % / t41 /:_P(Z PLOT PLAN: TOTAL AREA GRADE ELEVATION SFT BACKS: FRONT YARD SIDE YARD REAR YARD SUBMIT TO: BUILDING BOARD BOARD OF APPEALS PLAN. COMM. COUNCIL - P Z '7 G l APPROVAL DATE: -2 - 4. REMARKS: FIRE REQUIREMENTS: FIRE MARSHALL_ F XEVENTION BUREAU EXITS (dates App) INSIDE UTILITIES: E-4 U Date Approved H .g OUTSIDE UTILITIES & SITE DEVELOPMENT H Date Approved A City Engineer PLUMBING VENT & HEATING ELECTRICAL WATER SEWER ELEV CURBING DRAINAGE SCREENING & PLANTING ouidUA4 e .4a,7 P1IfV As pi=,o i�rrH ci7`/ y•7;.7?0 CO FT Sewer Connection Charge Receipt No. Permit Fee &Plan Check, Receipt Receipt No. Less Deposit Receipt No. Net Permit Fee Due , o d Receipt No. SPECIAL ASSESSMENTS: IF LATERAL ESSMENTS HAVE NOT BEEN PLACED ON THIS PROPERTY, AN AGREEMEW MUST BE SjgNFtD, AG NG TO ASSUME SUCH LATERAL ASSESSMENTS BEFORE A PERMIT WILL BE ISSUED, t -\,- FimKnce t Dtrae<tor AGREEMENT NECESSARY AGREEMENT UNNECESSARY Registered Engineer's Stamp �. Legal Description Check (A) FOUNDATION P4RMIT FINAL APPROVAL = Build' Official Building Official (B) FINAL APPROVAL - gL/ 1, 1?11 NOTE: Easements, R/W, Special Agreements City Engineer DATE: CERTIFICATE OF OCCUPANCY: W PARTIAL: DATE: M RVlARKS; �o U 0 Un t) l',�OL-t;F - #CC 69 &S 11 C S FINAL: DATE: REMARKS; City of Fridley Application for Pkw6log and Gas R%q Permit Dept. of Bldge. Phone SW -3450 DESCRIPTION OF WORE tle Number, Kind and Location of Fixtures Location -A& 3 F ` � a7 i 7 a i 3l u y 3( III'' • r e N wwrc� Nn. cis ncc. Base 1st 2nd _ 3rd 4th . Future Connection Openings e Now Fixture. Old Openings Sewer Cesspool ❑ PARTIAL RATE SCHEDULE PLUMBING FIXTURE RATES, � NO. RATE TOTAL Number Fixtures ................ �._.._1-_ x $200 $ O Future Fixture Opening ........... x $1.50 S New Fixture Old Opening .......... . x $1.50 Catch Basin ......... ... ... x $3.25 $ - Water Heater :Up to 99.000 BTU) . • • • x $3.00 $ wU O New Ground Run Old Bldg. ........ x $3.25 S Electric Water Heater .............. a $2.00 5 GAS FITTING FEES: NO. RATE TOTAL lat 3 Fixtures x $200 $ -2-00 Additional Fixtures ............... x S .75 $ Gas Range to 199.000 BTU .. ,......... x $5.00 $ State Surcharge $ .50 REPAIRS t ALTERATIONS—Refer to Code Deatription........................................ _ TOTAL TEE ' L City of Fridley: The undersigned hereby makes application for a permit for the work herei specified, agreeing to do all work in strict accordance with the City Ordinance and ruling of the Department of Buildings, and hereby declares that all the fact and representations stated in this application are true and correct Fridley, Lunn t �� l % 19z? Owner __yy�uiLi� M/>is�-1�?�.✓?`_ Kind of Building /airy Used as !X 1C� To be completed about Estimated Cost, $ee1 - 7 Old—New. Building Permit No. Permit No. Signed By Business Phune No ROUGH FINAL__ 2. 3. 4. 5. .6. 7. 8. 9. L0. L1. L2. L3. L4 . L5. LG. L7. L8. L9. '0. >.1 !2 !3 M. ?5 !6.. >7 !8. >.9. 30. 31. CITY OF FRIDLEY COMMUNITY DEVELOPMENT DEPARTMENT 6431 University Avenue N.E. NAME: �,E.�I ��'Lli Rtl(y DATE; LOCATION: l �S A'l L iz R(4 OWNER: '2Co a GV.A-z--st f� TIME CHLO-RI?3E ; TI:,SEi CHLORINE; I TI%l-F CHLORI `IE OPER - DATE � A.+,1. RESIDUAL; pH iTE IP} P.'1. RESIDUP�I, pHA TE7,14 P. "l. RESIDUAL I pHl TE-'ll� ATOP a P D r I 7 11 �14 to ii- I �' !S ? v 7 r ' oc,-40 O� b .30 3 D 6 C) du 19-11 uo ("5— V a, 7. 7.ol 9 2,v1 17 o '71 1a. + S24 7 ' d G �? `j, mac) X -7 9' SZ i 9" o 2, 1 q., 0 0 , coo v :y + U1 'i: c!75_�- 01 1.6 j, SUB:•IITTED BY: PLEASE RETU%4 TO THE HEALTH DEPARTMENT AT THE EM OF EACH MONTH. City of Fridley, Minn. 11445 6431 University Ave. N. E., Minneapolis, Minn. 55432 BUILDING PERMIT Date: ...... _............ Owner:--- Mid American Homes Northern Aire Pools _ -----------------.._.__...--•--•-----_. Builder Address ..-__--_.._7845--_-Eas-t.-_River,._Road.--_N- E-.--..._ .............. Address _.___.._ _ 3 Oambri dg Avenue LOCATION OF BUILDING 7855 East River Road N.E. _ No..... ................. Street............................--------....................---._.__..----....-•-------.._..___ _ part of Lot SeeFile--- ..............._-..---. Addition or Sub -Division ....._......._...._...-.__ Lot .---........._._........-.... Block . - - Corner Lot -------------------- Inside Lot ................. Setback .....---......_..._..._..___..._ Sideyard Sewer Elevation ............ Foundation Elevation DESCRIPTION OF BUILDING To be Used as: PoolFront .---_32...... - Depth __.._...1:.6.._.. Height __�$._5'.. Sq. Ft. __ Cu. Ft. _ ....................................... Front ----.__.... - Depth .......... Height ... .............. _.. Sq. Ft. ...... ....... _... _ Cu. Ft. _ Type of Construction...--_,Sk at.Gze_ir_e--------...__.__-- Est. Cost ...... .$1,000_00 .......... To be Completed . Se}2t 19 7 2 Stipulation: Subject to Health Inspectors comments listed on attached letter. In consideration of the issuance to me of a permit to construct the building described above I agree to do the proposed work in accordance with the description abov rth and pliance th Visions Of Ordinances of the city of Fridley. 3.50 State Surcharge In consideration of the payment of a fee of $_.._42; 00 _,__--� permit is hereby granted to_Northern Aire Pools _.._........._.__..........._..............................._ to construct the building or addition as described above. This permit is granted upon the express condition that the person to whom it is granted and his agents, employees and workmen, in all work done in, around and upon said building, or any part thereof, shall conform in all respects -to the ordinances of Fridley, Minnesota regarding location, construction, alteration, maintenance, repair and moving of buildings within the city limits and this permit may be revoked at any time upon violation of any of the provisions of said ordinances. .__&��"uilding Inspector CLARENCE BELILSE NOTICE: This permit does not cover the construction, installation for wiring, plumbing, gas heating, sewer or water. Be sure to see the Building Inspector for separate permits for these items. MCI- INNE50TA; ----STAtE DEPARTMENT OF HEALTH , December 109 1971 =; A A Ij �t r' W. gen Nordling ' 7845 Ba River Road idleyr btinneaota 55432,, Dear tdr. tlordli�t tion of P» 9A�+ of our report Covering exi ©xami�' e9, 7645 �t a copy ool Yore, d Am ecif itiona We axe enclosing on a g� P ix ed P and ap and specificationfl copy of oLeer. '{ River Road$ Fridley. '� irked our file 1�:e been p d operation of for y intennnce au - tion sheet an na ool operati.aI" Alio enclosed is an 1�o� ested swim the op�tor wid 3 to?ether frith tR suF;g � be pr©pared montl�.Y ► - �; report form which should to IMP for his records* the report pertajnT cted to the Paragrph s o .zation requested Your t,ttention diret that eve reCeive the inspecti= ray peotiona. It ie importFsn order tY t flim neeessar'y on the enolosed Postal card in be made. tVaI19 Yours very Frederiok F. Aeieelg Director Division of J'nvironmental Health ti � Rn,closure Aire 2001.8 cos Northern .,_,,,� APPLICATION FOR RESIDENTIAL, ALTERATION, OR ADDITION BUILDING PERMIT CITY OF FRIDLEY, MINNESOTA OWNER'S NAME Al 40f -C/1''(:4 / //l� C' UILDER : ADDRESS : /8`/-5- A")'# P - /(lot/ ADDRESS: (9S3 Al, p� �'7 NO • . "? d STREET • Etc?, ✓ e- / I'` G 0 - LOT: BLOCK: ADDITION: CORNER LOT: INSIDE LOT: SETBACK: SIDEYARD: Applicant attach to this form Two Certificates of Survey of Lot and proposed building location drawn on these Certificates. DESCRIPTION OF BUILDING To Be Used As: Front: Height: SQA Square Feet: Cubic Feet: Front: Depth: ,Height: Square Feet..; Cubic Feet: Type of Construction: ,SZ,[C Estimated Cost: _$ To Be Completed: ,a,n71 IF The undersigned hereby makes application for a permit for the work herein specified, agreeing to do all work in sttict accordance with the City of Fridley Ordinances and rulings of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct. DATE: / SIGNATURE: (See Reverse Side For Additional Information.) 4 BUILDING PERMIT FEE SCHEDULE SECTION 2. The Inspector of Buildings shall, before issuing permits 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 any existing building or structure, upon application therefore, require the payment by the applicant for such permit of fees to the amount herein below set forth and in. the manner herein provided to -wit: UNIFORM BUILDING CODE: Type 1, 2 & 4 - $2.15 for each one thousand cubic feet, or fraction thereof, in such cubical contents. Type 3 & 5 - $1.85 for each one thousand cubic feet. ADDITIONAL INFORMATION For the purpose of computing fees for building permits, the cubical contents of any building or addition, is determined 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 or to the average height of the roof surface of the main gable of a pitched roof. For repairs or alterations to an existing structure, the fee shall be at the rate of $3.00 per each five hundred dollars ($500.00) or fraction thereof in the cost of all proposed work. In no case shall the fee charged for any permit as set forth in Section 2 be less than $5.00. VERIFICATION OF FOUNDATION NOTE: Permits for construction will be issued a minimum of 24 hours from the time of application, to allow for proper review of the proposed structure and of the construction site. A Certified Survey of the lot, showing the location of the foundation, once it has been constructed, will be required before proceeding with the framing. CERTIFICATE OF OCCUPANCY Application for a Certificate of Occupancy shall be made ten (10) days prior to the use or occupancy of any structure for which a building permit has been issued; and said structure shall not be used or occupied until a Certificate of Occupancy has been issued. V 5?-8)�-99.5051 CITY OF FRIDLEY APPLICATION FOR PLUMBING AND GAS FITTING PERMIT PARTIAL RATE SCHEDULE y PLUMBING FIXTURE RATES: NO. % TOTAL N, -Wer Fixtures x $3.00 U Future Fixture Opening x 01 $ Water x $2.00 $ Catch Basin x $5.00 $ -^ x O $ 100,000 BTU to 199,000 BTU x �'' $ Water Softener Heater $7.00 i 1 x N $ _ F .� yN, $ y ro N a 1st 3 fixtures Sa $3.00 •.i CJ 13C $1.00 •,1 N x X L C C U 30 S4 .0 C U •••� E 41 O .0 �C U N $ each add. 5100.00 or fraction 0 O of -.Ci 41 W N C .0 N -.i 7 O O 1.1 41 N ^ N ro U; a N ro .0 " != u ro ro ro S 0 q L•. a v: .-1 P, ro ro U C7 r K 3 U ti U O as leo N U Q', xi W 1st i _ n 2n t 3rd 4th (R) = F`uture Connection Opening Connected with Sewer (*) = New Fixture, Old Opening Water PARTIAL RATE SCHEDULE PLUMBING FIXTURE RATES: NO. RATE TOTAL N, -Wer Fixtures x $3.00 $ Future Fixture Opening x $2.00 $ New Fixture, Old Opening x $2.00 $ Catch Basin x $5.00 $ Water Heater - to 99,000 BTU x $5.00 $ 100,000 BTU to 199,000 BTU x $10.00 $ Water Softener x $7.00 $ New Ground Run Old Building x $5.00 $ _ Electric Water Heater x $5.00 $ GAS FITTING FEES: 1st 3 fixtures x $3.00 $ Additional Fixtures x $1.00 $ Gas Range to 199,000 BTU x $10.00 $ REPAIRS $ ALTERATIONS First $100.00 $5.00 $ each add. 5100.00 or fraction $2.00 $ State Surcharge $ .50 TOTAL FEE $ 8.00 REINSPECTION FEE ($10.00) Job Address 7855 EAST RIVER RO_&D Department of Buildings City of Fridley Tel. #571-3450 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 and rulings of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct Fridley, MZ. l i 19 OWNER uTRSCH NFWMAN COMPANY KIND OF BUILDING frame USED AS TO BE COMPLETED ABOUT 10-21 76 ESTIMATED COST 10.00 OLD - NEW BUILDING PERMIT NO. PERMIT NO. Company,7"�— 7/,I -T Signed By Tel. No. ROUGH INSP. Date FINAL INSP. / -3 % Date APPROVAL FOR PERMIT MINIMUM FEE FOR ANY PLUMBING PERMIT IS $7.50 Rttective Aug. 1, ivtsl CITY OF FRIDLEY 'F APPLICATION FOR PLUMBING AND GAS FITTING PERMIT RATE SCHEDULE PLUMBING FIXTURE RATES: New Fixtures Future Fixtures Old Opening, New Fixture Beer Dispenser Blow Off Basin Catch Basin Rain Water Leader Hydraulic Valve Sump or Receiving Tank Water Treating Appliance Hot Water Heater Gas Range Gas Dryer I RATE $ 5.00 $ 3.50 $ 1.50 S 4.00 $ 5.00 $ 5.00 $ 5.00 $ 5.00 S 5.00 $ 7.00 S 5.00 $ 1U.UU $ 10.00 ALL OTHERS AND/OR REPAIRS AND ALTERATIONS It of Value of Fixture or Appliance Reinspection Fee $ State Surcharge ($15.00) TOTAL FEE TOTAL 5 Job Address'l � 0 � Department of Buildings City of Fridley Tel. #571-3450 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 and rulings of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct Fridley, Mn. -�, 6, 19'J� OWNER KIND OF BUILDING "1 USED AS I Vv J /V TO BE COMPLETED ABOUT V ESTIMATED COST --Z� a OLD - NEW BUILDING PERMIT NO. PERMIT NO. 811 a ROUGH INSP. Date Company K I � -� 01 - 1 C O Signed By �. ll /- Iq Tel. No. r J "I11 FINAL INSP. /C5 Date APPROVAL FOR PERMIT MINIMUM FEE FOR ANY PLUMBING PERMIT IS $10.00 PLUS THE $.50 STATE SURCHARGE Ln m >, r n u u x v Water W m w H e m o u q a w 5� Heater ei v a c m u a� w r E W a ii u &4 C1 N '. : C C 3 O -c u '. O U Cl - •C a-0 ,f( 00 .0 N u .-1 N yyy -C.-1 itl N O .0 .-1:j E R1 N �0 roNro N '1ec LA U M Of! Ln 3 0 6. in W U GO 4 3 U' l7 O .dS ;I lot 2nd 3rd 4 th (R) - Future Connection Opening Connected with Sewer (�) - New Fixture, Old Opening Water RATE SCHEDULE PLUMBING FIXTURE RATES: New Fixtures Future Fixtures Old Opening, New Fixture Beer Dispenser Blow Off Basin Catch Basin Rain Water Leader Hydraulic Valve Sump or Receiving Tank Water Treating Appliance Hot Water Heater Gas Range Gas Dryer I RATE $ 5.00 $ 3.50 $ 1.50 S 4.00 $ 5.00 $ 5.00 $ 5.00 $ 5.00 S 5.00 $ 7.00 S 5.00 $ 1U.UU $ 10.00 ALL OTHERS AND/OR REPAIRS AND ALTERATIONS It of Value of Fixture or Appliance Reinspection Fee $ State Surcharge ($15.00) TOTAL FEE TOTAL 5 Job Address'l � 0 � Department of Buildings City of Fridley Tel. #571-3450 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 and rulings of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct Fridley, Mn. -�, 6, 19'J� OWNER KIND OF BUILDING "1 USED AS I Vv J /V TO BE COMPLETED ABOUT V ESTIMATED COST --Z� a OLD - NEW BUILDING PERMIT NO. PERMIT NO. 811 a ROUGH INSP. Date Company K I � -� 01 - 1 C O Signed By �. ll /- Iq Tel. No. r J "I11 FINAL INSP. /C5 Date APPROVAL FOR PERMIT MINIMUM FEE FOR ANY PLUMBING PERMIT IS $10.00 PLUS THE $.50 STATE SURCHARGE CITY OF FRIDLEY INSPECTION DIV. 6431 University Ave NE Fridley, MN 55432 572-3604 Effective On January 1, 1991 APPLICATION FOR PLUMBING AND GAS FITTING PERMIT MARK NUMBER OF FIXTURES TO BE INSTALLED ON EACH FLOOR PLUMBING FIXTURE RATES: 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 NO. RATE TOTAL $ 7.00 $ 4.00 $ 5.00 $ 7.00 $ 7.00 $ 7.00 $ 7.00 $10.00 $ 7.00 $10.00 $10.00 Gas Dryer $10.00 Back Flow Preventer Required (Yes () No Type $5.00 Reinspection Fee $30.00 ALL OTHERS AND/OR REPAIRS AND ALTERATIONS 1 % of Value of Fixture or Appliance State Surcharge .50 TOTALFEE $ JOB ADDRESS '?� �SL157, ZI JFK 91)4e) 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 and rulings of the Building Division, and hereby declares that all the facts and representations stated in this application are true and correct. Owner LI FAD© P -o -t-3 "7� Building Used As Estimated Cost 10-2,—F4 4 , 1991 PERMIT NO. PLUMBING COMPANYdAe-Z S JV1 tC-A SIGNED BYj14 A " Lz'� TEL N0. LZ Approved By;2t.7-3 Rough -In Date Final Date MINIMUM FEE FOR ANY PLUMBING/GAS PERMIT IS $15.00 PLUS THE $.50 STATE SURCHARGE BACKFLOW PREVENTER Homis MECHANICAL TEST REPORT CONTRACTING COMPANY 2300 TERRITORIAL ROAD ST. PAUL, MINNESOTA 55114 PHONE 612 - 646 - 2911 PROCESS PIPING • PLUMBING • VENTILATING FAX 612 - 646 - 6800 REFRIGERATION -AIR CONDITIONING -HEATING ENVIRONMENTAL CONTROL 24 HOUR SERVICE CITY�� 21P ADDRESS 7g 57_6— 'j— OWNER TELEPHONE NO. DATE: �2 L 2z rte`- o - MAKE AND L OF DEVICE SIZB'j/ SERIAL 'r �f LOCATION OF PRIES. DIF. PRES. DIF. CHECK VALVE t1 CHECK VALVE N2 ACROSS !1 WHEN RELIEF STRAINER OPENS TEST BEFORE LEAKED E�J LEAKED � x Z p.s.1 3. p.c.1 NONE REPAIR CLOSED LOSED VV CLEANED DESCRIBE REPAIR FINAL LEAKED E�J LEAKED TEST CLOSED p.o.l p.o.1 : CLEANED E�;J CLEANED � CLEANED E�::J COMMENTS/MATERWS USED: REPLACED: � REPLACED: E�j REPLACED: DISC DISC DISC: Q SPRING SPRING UPPER W GUIDE GUIDE LOWER 2 PIN RETAINER PIN RETAINER SPRING O HINGE RETAINER HINGE RETAINER DIAPHRAGM: LL WSEAT SEAT LARGE: CL DIAPHRAGM DIAPHRAGM UPPER LOWER Q SMALL (L SEAT: UPPER LOWER SPACER: LOWER FINAL TEST CLOSED TIGHT CLOSED TIGHT OPENED AT LBS REDUCED PRESSURE THE ABOVE REPORT IS CERTIFIED TO BE TRUE, CERTIFICATION NUMBER FE -06) ( INTRIAL TEST BY / �C j� [� tz Z 10 REPRESENTING �� S %2 �G� DATE: f d REPAIRED BY FINAL TEST BY DATE: REPRESENTING AN EQUAL OPPORTUNITY EMPLOYER AIIIA&A Pw•- City of Fridley SUBJECT (-22658 AT THE TOP OF THE TWINS BUILDING PERMIT � OEiPT NO. � • COMMUNITY DEVELOPMENT DIV. ------- - r � PROTECTIVE INSPECTION SEC. � Ll NUMBER REV. DATE PAGE OF APPROVED BY CITY HALL FRIDLEY 55432 612-571-3450 910-F15 6/30/94 JOB ADDRESS 7855 East River Road NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. Pt 3 1 Meadowrun Ist Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE KMS Management 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Island Pools 749 East River Rd #1049 Aninka 5510q 782-6906 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. 6 USE OF BUILDING Apartment 7 CLASS OF WORK NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Install a 40' x 20' Swimming Pool 9 CHANGEOFUSEFROM TO STIPULATIONS See notations on plan. WARNING Before digging call for all utility locations 454-0002 REQUIRED BY LAW TYPE OF CONST. OCCUPANCY GROUP OCCUPANCYLOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. ZONING SQ. FT. CU. FT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION STALLS GARAGES VALUATION SURTAX AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $23,200 $11.60 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT PERMIT FEE SAC CHARGE DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- $243.00 Fire SC $23.20 OR THE PERFORMANCE OF CONSTRUCTION. PLAN CHECK FEE TOTAL FEE )RUCTION $157.95 $435.75 D A SIGNATURE OF CONTRACTOR OR AUTHORIZE GENT (DATE) W RL LIGATED THIS IS YOUR PERMIT M nb V-BLOG iNS6 PATE SIGNATURE OF OWNER ))F OWNER BUILDER) )DATE) Prepaid Plan Check $ Estimated Cost $ Receipt # y' CITY OF FRUXEY R-3, COMMER IAL & INDUgnUAL BUII.AING PERMIT APPU CA nON Construction Address�- Legal Description Owner & Address -s X . - Tel.#. CONTRACTOR & ADDRESS Tel . #. Architect & Address Engineer & Address Reg.#. • Effective 1/1/94 p TYPE OF WORK New [ ] Addition [ ] Alteration -Describe S w r M ✓ t (N Gy (�- T � Applicant Signature Tel # Date J 7 BUILDING DIMENSIC H S Length_Width Height Sq. Ft. # of Stories OFC. AREA: Length Width WHSE AREA: Length Width O`IflER AREA: Leith Width Height Sq- Ft. HeightSq- Ft. Height Sq. Ft- VA111MCK Sq. Ft. x $ Cost/Sq. Ft. = Valuation Sq. Ft. x $ Cost/Sq. Ft. = Valuation Sq. Ft. x $ Cost/Sq. Ft. = Valuation $ $ ) TO AL VAUTE Building use construction Type occupancy Group Air Conditioning []Yes []No Fire Protection Provided []Yes []NO Performance Bond Amount-$ See Reverse for Schedule Received []Yes Permit Fee $ J 100 See Fee Schedule on Reverse Side [ ]NO Plan Check $ L s 7 � l In Excess of Prepaid Amount - See Reverse Side Fire Surrl�e $ .001 x Permit Valuation (1/10th %) State Surcharge $-50/$1,000 Valuation (See Sched. for > $1 Million) SAC Charge $ $800 per SAC Unit (Plans to KgCC for determination) Erosion Control $ $450.00 Conservation Pian Review Park Fee $ Fee Determined By Engineering Spec. Assessments $ Agreawnt Necessary [ ] Not Necessary [ ] Driveway Escrow $ feet x $13.50/foot TOTAL $ 4 IN P � � P i 44- r kinZL Cy LL.: J CITY OF FRIOLEY, SuB.IECT PER IT NO. 6431 UNIVERSITY AVE. NE. � �1 317 FRIDLEY, MN. 55430 CS'= 571-3450 SIGN PERMIT RECEIPT NO. COMMUNITY DEVELOPMENT DIV. -�'7 PROTECTIVE INSPECTION SEC. 3 f �� NUMBER REV DATE PAGE OF APPROVED By 6 I BI 9/23/94 / Boo 10B ADDRESS 7855 East River Road NE _ 1 LEGAL LOT NO BLOCK TRACT OR ADDITION DESCR. Pt 3 1 Meadowrun 1st Addition 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE KMS Management Inc 5801 Cedar Lake Rd M ls., MN 593-9930 3 SIGN ERECTOR MAIL ADDRESS ZIP PHONE LICENSE NO Imaginality Inc 6182 Olson Memorial Hwy, Golden Valley 2 545-4123 4 SIGN TYPE ( ) WALL ( X) PYLON ( ) ROOF ( ) OTHER S CONSTRUCTED OF. 6. ZONING Redwood 7 BUILDING LENGTH 8 EXISTING SIGN AREA 8 MAXIMUM AREA ALLOWED 10 CLASS OF WORK CR NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR II DESCRIBE SIGN LENGTH: 716E HEIGHT: [I► SD. FT: 24 HEIGHT ABOVE GRADE: 12 MESSAGE (SEE ATTACHED SKETCH) "River Pointe A artments'E STIPULATIONS SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, WIRING, OR REVOLVING BEACONS, ZIP FLASHERS, AND SIMULATED DEVICES, ALTERATION OF THE BUILDING. INCLUDING ANY SOURCE OF LIGHT WHICH CHANGES IN INTENSITY THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ARE PROHIBITED. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION VALUATION SURTAX AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $2,750 $.50 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF 'A PERMIT PERMIT FEE TOTAL FEE DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- $50.00 $50.50 STRUCTION OR' THE PERFORMANCE OF CONSTRUCTION. PR P�IY VALIDATED THIS IS YOUR PER T SIGNATURE OF CONT RACTOR OR AUTNORIZED AGENT IOATEiWHE�4 ',[ SIGNATURE OF OWNER OF OWNEP BUtLDERi (DATE BLDG NSP ��ATE 1t `_a4 1:=':1IPIH!-i1f1HLI I 1f1. CITY OF FRIDGEY Effective. Feb. 1, 1994 SIGN PERMIT APPLICATION owner, j Aridre ss : city/zi.p: Zal. No: SICK EC�F3G'It�R:M,4�t� t/V� ADDS • �GSO/V cif{. CITY/z1Y: SIGN LOCATION B1c ; _� _ Additzpn: DESCRIPTION OI: SIGN Wal i ZP-nct}y of Wa7.1 Max. AllQwab,lc sq. Ft; Sign terqth: _ _ Width: Sq. 2. Cj pylon Distance Fr. Pro jA�Q � W / � ne: t l Dzst�e Fr. 7�,ter/LXay • t'h SiC311 rRxg:!b� Width: _ meight.��`ea� SCj. ;~t.: o,6er►q 3. c ? Roof Roof Sign in za eu of Pylon Sign "tf so a, -e Xf e St Sign h• Wi the — Sq. Ft.: 4. ( ) Campaigij U)n_structed of :Be lete ot:ilt�3ted Value $�v` / � _ TbTb+ci4 . �� `� /s Illumin��tcti: Yea { ) NoIF ES ��- 777�I YEAS; Emile triicaal 1pdt�is�Necar �sy For Wining Sign P�' Ttie undersigtic%d herekrr m Pok !s application for a permit for the wnrk herein specified, agreeing to do al.,l work in strict aocordanGe with the City of Fridley ordirmms and rulings of the Building Inspection Department and hereby declares that all the facts At'ld representations 1`tated in this application are true and correct. DATE: APPI.�ICANT /q -k? Pleasw.- print - PERM IT FENS 0 to 40 -squire feet: $50.00 plus $.50 surcharge if not lit. 41 square f:3ct or mora: $80,00 plus $.50 stacharge if not lit. POl i tical S tcM : $7.5.00 depo<Sit, refunded whc,.n signs remved STIPULATIONS ReVolving beacons, zi.l? flashers and similar devices im,,luding any soi rcof light which cNanges in intr.-r>sity �jre prohit-jited. ApjMW8d By., Date : City sign Code Enferwwt - c '" sirfci 53��•`.:8:r: §Al rl k7ivo :! J 1 KJ,4zwj- 1-7L-4 1_. • II ....ter 1 � I fvL�aim '2)0 <J�. • ' dir AmN ,,*/!C 1.91 11314 ,VIC Rw� ii N r N f a0 Rw� 1 _,4._,42'(D6 -,EF' 1r "=a4 12:15 I P1Hi� I hJHL I T'i' 11 lC: r,1�54542rF TO: x,12 5 1 12c r F'�-t? \ L a - U) CL 40 CL V vo ^rrrf"ti fr , ,r ,rr \ ±ter, •r �� ,A SUBJECT F FRIDLE SIGN PERMIT REVIEW =SOTA REVIEW ST FILE NO./ADDRESS FILE O BUILDING IINSP.� �� ejv�,� kaj�rt DUE ARB q1,a )HNP � LYDE M OHN 11CHELE COMMENTS ,A %j SUBJECT City of Fridley 24445 AT THE TOP OF THE TWINS BUILDING PERMIT f RECEIPT NO. COMMUNITY DEVELOPMENT DIV r i � PROTECTIVE INSPECTION SEC. <� / NUMBER REV DATE PAGE OF APPROVED BY CITY HALL FRIDLEY 55432 612-571-3450 910-F15 8/13/96 JOB ADDRESS 7855 East River Road NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. Pt 3 Meadowrun 1st Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE KMS Management 5801 Cedar Lake Rd 593-9930 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Lindstrom's 9621 10 Ave N, Plymouth MN 55441 544-8761 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO 6 USE OF BUILDING Apartment 7 CLASS OF WORK ❑ NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE X 8 DESCRIBE WORK Repair fire damage to Apt 110, Hallway & Storage Areas - Clean-up in A is 109, 108, 106 and 105 9 CHANGE OF USE FROM TO STIPULATIONS See notations on plan. Provide smoke gaskets on rated doors. Provide smoke detectors in sleeping rooms. SEPARATE PERMITS REQUIRED FOR WIRING, HEATING, PLUMBING AND SIGNS. TYPE OF CONST. OCCUPANCY GROUP OCCUPANCYLOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO. FT. CU FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION I STALLS I GARAGES ANDKNOW THE AME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINAN ES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETH SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $50,000 $25.00 DOES NOT P SUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PRO VI O F ANY THE STATE OR LOCAL LAW REGULATING CON- Fire SC $50.00 STRUC N O THE RFO MANCE OF CONSTRUCTION $574.75 PLAN CHECK F TOT L FEE $649.75 SI OFCOPI� OR AUTHO RIZED AGENT IDATEiVALI PRO AT HIS IS V UR PERMIT 3- SIGNATURE OF OWNERIIF OWNER BUILDER, IDA TEi DG INSP FrE %j Prepaid Plan Check $ Estimated Cost $ MY OF FRIDI" Receipt # R3, CaMMRCIAL & PIDI� BUILDING PERNUr APP11CADON Construction Address Legal Description/ /<, Owner & Address e S- <D/ %, CONIRACIOR & ADDRESS Effective 3/1/96 Zoning Tel.#3 Tel.# Architect &Address „sem yy� Reg.# Engineer & Address TYPE WORK [ ] 4 Applicant SignatL GARY HENNEN BUS. (612) 544-8761 FAX (612) 544-8766 4�P LINDSTROM CLEANING & CONSTRUCTION, INC. MN LIC# #0001087 TWIN CITY OFFICE • 9621 10TH AVENUE NORTH •PLYMOUTH • 55441 VAI U=CN Sq. Ft. x $ Cost/Sq. Ft. _ Sq. Ft. x $ Cost/Sq. Ft. _ Sq. Ft. x $ Cost/Sq. Ft. _ [►� Alteration -Describe—.00 Tel # Date_2 11V-5U,6470X) Z /L ywd-C- BUIMM DIMENSIONS Height Sq. Ft. # of Stories th Height Sq. Ft. th Height Sq. Ft. th Height Sq. Ft. Valuation $ ) &I f Valuation $ ) _ $ Valuation $ ) 'TOTAL VALUE Building Use,,�*N/-27y,or;W Construction Type Occupancy Group Air Conditioning [Yes [] No Fire Protection Provided [] Yes [] No Performance Bond Amount $ See Reverse for Schedule Received []Yes []No Permit Fee $ S74. �3 Plan Check $ Fire Surcharge $ State Surcharge $ a,5-� GYJ SAC Charge $ Erosion Control $ Park Fee $ Spec. Assessments $ See Fee Schedule on Reverse Side In Excess of Prepaid Amount See Reverse Side .001 x Permit Valuation (1/10th o) $.50/$1,000 Valuation (See Sched. for > $1 Million) $900 per SAC Unit (Plans to MWCC for determination) $450.00 Conservation Plan Review Fee Determined By Engineering Agreement Necessary [] Not Necessary [] Driveway Escrow $ feet x $13.50/foot TOTAL $ S _e C4 910-re— V l0 SUBJECT - PERMIT NO..__... City of Fridley "312 2 3 AT THE TOP OF THE TWINS BUILDING PERMIT f NO. COMMUNITY DEVELOPMENT DIV. _ r � PROTECTIVE INSPECTION SEC. � NUMBER REV DATE PAGE Of APPROVED BY /-'-1 CITY HALL FRIDLEY 55432 612-571-3450 910-F15 7/19/00 JOB ADDRESS 7805, 7825, 7845, 7855 East River Road NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 1-4 1 Meadowrun 1st Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE KMS Management 5809 S Cedar Lake Rd, St Louis Park, MN J CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Grussing Roofing Inc 4305 Shady Oak Rd, Hopkins, MN 55343 935-0557 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO 6 USE OF BUILDING Apartment Garages 7 CLASS OF WORK O NEW ❑ ADDITION ❑ ALTERATION {�7 REPAIR ❑ MOVE ❑ REMOVE 6 DESCRIBE WORK Reroof Apartment Garages; tear -off and replace 1/2", 3ply flood -rock 9 CHANGE OF USE FROM TO STIPULATIONS Roof drainage per Section 1506, 1997 Uniform Building Code. Roof materials and applications per Section 1507, 1997 Uniform Building Code. TYPE OF CONST OCCUPANCY GROUP OCCUPANCYLOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING. HEATING. VENTILATING OR AIR CONDITIONING THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO. FT CU FT AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS. OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $47'000 23.50 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- STRUCTION OR THE PERFORMANCE OF CONSTRUCTION PLAN CHECK FEE TOT FEE 683.95 SIGNATURE OF CONCRAOTOROR AUTHORIZED AGENT iDATEi E PROP VALIDATE THIS IS YOUR P IT _ S-GNATURE OF OWNER,lf OWNER BUILDER, ,DATE. NS5 r�A�E SUBJECT City of Fridley 3305 AT THE TOP OF THE TWINS BUILDING PERMIT (aPT r _ COMMUNITY DEVELOPMENT DIV. 150 r � PROTECTIVE INSPECTION SEC. .572-3%A , A I NUTABEN REv DXTE PAGE OF APPROVED By i �•� CITY HALL FRIDLEY 55432 A ,��"' _--- 1 „ 763-571-3450 910-F15 9/6/02 jOB ADDRESS 7855 East River Rd NE 1 LEGAL LOT NO. BLOCK TRACTOR ADDITION SEE ATTACHED DESCR. F 3 Meadowrun lst Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE RIver Point Apartments 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Arneson Masonry 11516 Preserve Ln N, Champlin, MN 55316 763-559-4810 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO 6 USE OF BUILDING Apartment 7 CLASS OF WORK O NEW ❑ ADDITION O ALTERATION REPAIR O MOVE O REMOVE 8 DESCRIBE WORK Remove and rebuild approximately 16 sq feet of brick and block work that was damaged y a ve is e - remove and rep ace sheetrock on the inside. 9 CHANGEOFUSEFROM TO STIPULATIONS Rebuild damaged exterior wall as needed. TYPE OF CONST OCCUPANCY GROUP OCCUPANCYLOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO. FT CU FT AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED NO DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $2,900 $1.45 DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- TR TION OR THE PERFORMANCE OF CONSTRUCTION V $83.25 $2.90 Fire .SC. 7\elk- PLAN CHECK FEE TOTAL FEE . `-13� j A87.60 GN4T 0 CO 'RACTO 0 AUTHORIZED AGENT (DATE.=L. PRO Y VALID ED THIS IS YOUR PERMIT 9�4 -zoL c O&TE S-GNATURE OF OWNER.'c OWNER BUILDER, $DATESNSP CITY OF FRIDLEY Effective 1/1/2002 6431 University Ave NE R-3, COMMERCIAL & INDUSTRIAL Fridley, MN 55432 BUILDING PERMIT APPLICATION (763) 572-3604 CONSTRUCTION ADDRESS IS 5 S LSA S7 % V f.R v`'UA0 Zoning Legal ,�-70 - 2'21:7A;7 APA�%ro�iy ? S Owner & Address Tel# (7e,' ) 57/—P74�/ CONTRACTOR & ADDRESS Z7A� AXN2Scw — Aq ojrSc►u P4%4se1LRY Tel# (LC -3) SS //5%6 ?2L SFR OF AA.�S �U. -z&), /V's ,;U. 575 346 Architect Reg.# Engineer Reg.# BUILDING CONSTRUCTION TYPE OF WORK [] New [] Addition [] Alteration -Describe �F� a u� �^' 'D (v*�� $�'A q P�.9c�" SNEE>Roca Goy . c..s� r. OFC. AREA: Length Width Height Sq. Ft. WHSE AREA: Length Width Height Sq. Ft. OTHER AREA: Length Width Height Sq. Ft. APPLICANT �� Tel # 7b?--SS?-4�8i6 VALUATION Date � ` S -- G ? Sq. Ft. x $ Cost/Sq. Ft. = Valuation $ ) i Sq. Ft. x $ Cost/Sq. Ft. = Valuation $ Sq. Ft. x $ Cost/Sq. Ft. = Valuation $ ) TOTAL VALUE Buildin se Construction Type_ ��-'Occupancy Group'— _ Air Conditioning []Yes MNo Fire Protection Provided []Yes []No Performance Bond Amount $ See Reverse for Schedule Received []Yes []No Permit Fee $ -ap Plan Check $ Fire Surcharge $ State Surcharge $ S SAC Charge $ Erosion Control' $ Park Fee $ Spec. Assessments $ Driveway Escrow $ TOTAL $ PERMIT FEES See Fee Schedule on Reverse Side In Excess of Prepaid Amount - See Reverse Side .001 x Permit Valuation (1/10th %) $.50/$1,000 Valuation (See Sched. for > $1 Million) $1200 per SAC Unit (Plans to MWCC for determination) $450.00 Conservation Plan Review Fee Determined By Engineering Agreement Necessary [] Not Necessary [] feet x $15.50/foot ATTACH STIPULATIONS AGREEMENT Date R -/5 - O Z -- Arneson Masonry Lic. # 20216011 Chad Arneson 6 //S/(e Owner: Phone: A L S 7J - 9/6 / 785.5 ZA,57- IQ:105 / OA t7 F-Alv4tel, /?�:2A;, THE OWNER AGREES AS FOLLOWS: Fax: '26-3 57/— 902-'-f 1. Owner agrees to pay the Contractor for the satisfactory performance of the Contractor's work described below, the sum oflTx)EP'T`PJZA. e N(;'"WdoL ars ($ Z900 ) in accordance with the following terms and conditions: PAYMENT TERMS. 2. Down Payment in the amount of $ —0- upon execution of this Agreement by the Owner and Contractor. Balance due upon completion of work. DESCRIPTION OF WORK: (� F o z- A j L GF ,� - SP,Vrj v -- %A /cF APA�cT �A r -b ii+ b ;TG1c ON �'! O��'Po5_'T� Sl+'D� 6,Q Lock_ Alva A16V21-1)Ss A-1 L r ""s N� .a G DV E, P� 70 TPj� • E X iC S TT.y -6- KEPI,iiGE UA AGS l� �a�I�U�-/JT ra,v W.y1 DnJ N DL og ✓APE A -in 17,0Q 5h�ir�evLl�. QE'mvvAC OF f� r SIC i n/6T/VLLV%JE ' ilT/� C`vN�tiiC,vE� FRA:r25 %^� ACCEPTANCE OF AGREEMENTELFcrArGAZ� 6l9z1p OR,W A Tfff The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be outlined above. Accepted Date Signature Signature c r'A x %o C/YA>� r9 i6 3 -- 5,S ? e)( I CITY OF FRIDLEY BUILDING INSPECTION CD 6431 University Ave N£ m Fridley, MN 55432 IL 763-572-3604 FAX 763-571-1287 RATE SCHEDULE Residential Furnace Shell and Duct Work, Burner & also Replacement Furnace Gas Piping (New Furnace, Fireplace, Insert) Fireplace insert Gas Range Gas Dryer *Air Conditioning -All Sizes Al Other Repairs or Alterations (List on Back) 1% of Value of Appliance or Work C' 66 Effective 4/1/2004 APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES JOS ADDRESS TOSS 6>_1S+— R)VeY Ed . "E Fee Total Owner River tPmyAe Ap'p�tmeInts $35.00 $ S� Building Used As offiu_ cf $10.00 $ ESTIMATED COST I)O., q 16. DO PERMIT NO $15.00 $ $10.00 $ DESCRIPTION OF FURNACE AND BURNER $10.00 $ # of Heating Units_ Circle One (Steam) (Hot Water)(Warm Air Trade Name TRA4JE Size No.;TUDIdOR�t51L $25.00 S Z& 00 BTU 0,01000 HP EDR Fuel (-)AS Total Connected Load Lu Minimum Fee $15.00 for Residential or 5% of cost of J A Improvement whichever is greater on work less than $500.00 o' LL LL Commercial/Industrial/Institutional 1.25% of Value of Appliance or Work (List on Back) ~ Minor -num Fee .$x315.00 forCOTimc:�.ialj iiwuStr:Ehlnst:harCnai V $ 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 $ and rulings of the Building Division, and hereby declares that all the facts ,.nd representations stated in this application are true and correct State Surcharge $ 0.50 (if permit fee is over $1,000 multiply by .0005) m TOTAL FEE $� m CD u7 m *Air Conditioners can not be placed in side yard without written approval mfrom adjoining property owner - copy to City Q FILL OUT BACK SIDE FOR STACK VERIFICATION ON REPLACEMENT FURNACE E HEATING CO OTAI COMFORT signed Tela 'W-32 -B F3 FAX # Q i "b J�V Date U'! -10C l� Approved by jA Rough -in Date Final Date MAR -28-2005 10:09 CITY OF FRIDLEY FILL IN COMPLETELY FOR REPLACEMENT FUEL BURNING APPLIANCE PERMITS COMMON VENT VENT CONNECTOR AND COMBUSTION AIR VERIFICATION When replacing an existing furnace, the undersigned hereby verifies that the venting has been examined and is free from rust, deterioration, obstructions, and is securely supported and firestopped where required. Yes P No( ) The venting system is plastic/PVC and meets all current codes and manufacturer specifications including sizing, length, number of elbows and termination. Y No �t ) The undersigned also verifies that the replacement unit is a listed assembly and meets the current codes and manufacturer's specifications. This does include AGA-GAMA Category I Central Furnace Venting Tables for fan assisted and natural draft appliances. YesZN No( ) The existing combustion air is sized and installed to meet the current codes and manufacturer's specifications. Yes No( ) When required to install a new combustion air, it will be sized and installed to meet the current codes and manufacturer's specifications. Yes( No ( ) When installing a new venting system, the undersigned hereby verifies that it is a listed assembly and meets the current codes and manufacturer's specifications. This does include AGN-GAMA Category I Central Furnace Venting Tables for fan assisted and natural draft appliances. Yes () No( ) Is the common vent and vent connectors sized and installed correctly after an appliance has been removed from the common vent and vented separately as per current codes, Yes*) No( ) Appliance Tvve and Size/Common Vent and Vent Connector Information ` C� a,,;l , �- ✓�1�( ,fit �t:-t j ?� j ., �.::. Appliance #1 Type _ BTU Input yy L)0 Fan Assisted or Nat —& .� S �) Appliance #2 Type ;�„�;r«,c:� _BTU Input �1 \ Fan Assisted or Nat J1 Glc,; ;kA Appliance #3 Type BTU Input Fan Assisted or Nat Total Appliances T tl___. Total Btu Input r., ' �o 0111, 1 —t y Common Vent Type f�r Vent Height Diameter inches Appliance #1 Vent Connector Height Length Diameter r in Type r.%S Appliance #2 Vent Connector Height.-Lgf ft Length ft Diameter In Type c_t_ �� kv,4A— Appliance #3 Vent Connector Height ft Length ft Diameter � in Type � LAV --A ,#" If (IM s.. vs, 0Z 0,i,' 1��;w�"•�e � ��` ��e`a'�'"a � l'�. e�j!.,yam w -+e � �W. ��r� i�t�W, ALTERATIONS: (Describe) 0 HEATING CO: TO T CD 0/2 -T - Signed By: Date : -ZZ V TOTAL P.03 r-- 0790 INSPECTION REPORT CITY OF FRIDLEY MINNESOTA (763) 572-3604 ADDRESS OWNER BUILDER i DATE �� TIME DESCRIPTION _ =- 2� INSPECTION REPORT DATE REPORT If no!co(rections are listed above, approval is hereby given to proceeds. You will be in violation of the ordinance if you do not call for the proper inspections and make corrections as called for. 162109 INSPECTION REPORT CITY OF FRIDLEY MINNESOTA (763) 572.3604 ADDRESS OWNER BUILDER DATE ^�` Z�� TIME DESCRIPTION,$Z:::7�� INSPECTION REPORT DATE REPORT If nq• VeSons are listed a rovalrs here given to proceeds.l�o -wd violation of the ordinance if you do not call for the proper inspections and make corrections as called for. f CITY OF FRIDLEY PERMIT NO.: 2005-02495 6431 UNIVERSITY AVENUE NE FRIDLEY, MN 55432 DATE ISSUED: 10/18/2005 X71 -36U4 NAX: CM3) �'/1-11tS7 ADDRESS 7855 E RIVER RD NE PIN 033024430007 LEGAL DESC MEADOW RUN 1 ST ADD LOT 3 BLOCK I PERMIT TYPE HEATING PROPERTY TYPE MULTI DWELL CONSTRUCTION TYPE ALTERATION VALUATION NOTE: INSTALL A FURNACE (WARM AIR, TRANE, 120,000 BTUS) AND AN AIR CONDITIONER IN THE APT BLDG #OA/C UN1T�� W� 1 #FURNACES � 1 APPLICANT TOTAL COMFORT 4000 WINNETKA AVE S #100 NEW HOPE, MN 55427-1234 (763)383-8383 OWNER RIVER POINTE LIMITED PTNRSHP 5801 S CEDAR LAKE RD ST LOUIS PARK, MN 55416 AGREEMENT AND SWORN STATEMENT This permit becomes null and void if work or construction authorized is not commenced witin 60 days or if construction or work is suspended or abandoned for a period of 120 days at any time after work is commenced. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of worl will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. Applicant Date Bldg lns i SEPARATE PERMITS REOU FURNACE SHELL/DUCT WORK 35.00 AIR CONDITIONING FEE 25.00 STATE SURCHARGE, MECH FLAT 0.50 TOTAL 60.50 PAID WITH CHECK # 40331 WORK OTHER THAN DESCRIBED AROVF. Gtr �,v�o Tz y^v �- 3-.�-oG zz-l� 2--/7 - A� �J Fridley Municipal Center — 6431 University Ave NE, Fridley MN 55432 Building Inspection Department (763) 572-3604 FAX (763) 571-1287 Open Permit Letter April 26, 2006 Total Comfort 4000 Winnetka Ave. S. #100 New Hope, MN 55427-1234 Re: 7855 East River Road Fridley, MN 55432 Dear Permit Holder: The city building inspection records indicate you have an open permit, correction, and/or inspection that have not been addressed in accordance with Minnesota Rules, Chapter 1300. Within (14) working days after the receipt of this letter, you must contact the Building Inspection Division of the City of Fridley to schedule an inspection. Should you not schedule an inspection within that time period, your permit will be considered expired per Minnesota Rule, Chapter 1300, and all non-compliance issues for which you will remain liable, will be put in the property address file for permanent record at the City Hall. In order to obtain a final approval for the work allowed under your permit at the above address, which would then allow the city to issue a certificate of occupancy, the following issues must be addressed: 1. This is your forth letter. Enclosed you will find a copy of the previous three. 2. Per 1300.0210 The person doing the work authorized by the permit shall notify the building official that the work is ready for an inspection. The person requesting the inspection required shall provide access to and a means for inspection of the work. Call and set up an appointment. Please complete the above corrections and call to schedule an inspection with the permit technician at (763) 572-3604. Sincerely, Kevin Hanson Mechanical Inspector c.c. River Pointe Limited Partnership Fridley Municipal Center — 6431 University Ave NE, Fridley MN 55432 Building Inspection Department (763) 572-3604 FAX (763) 571-1287 Open Permit Letter Date 2-17-06 Total Comfort 4000 Winnetka Ave. So. #100 New Hope, MN 55427-1234 Re: River Pointe 7855 East River Road Fridley, MN 55432 Dear Permit Holder: This is your third letter. Also see the previous ones dated 1-31-06 and 2-2-06. The city building inspection records indicate you have an open permit, correction, and/or inspection that have not been addressed in accordance with Minnesota Rules, Chapter 1300. Within (14) working days after the receipt of this letter, you must contact the Building Inspection Division of the City of Fridley to schedule an inspection. Should you not schedule an inspection within that time period, your permit will be considered expired per Minnesota Rule, Chapter 1300, and all non-compliance issues for which you will remain liable, will be put in the property address file for permanent record at the City Hall. In order to obtain a final approval for the work allowed under your permit at the above address, which would then allow the city to issue a certificate of occupancy, the following issues must be addressed: 1. The vent and the vent connectors do not meet IFGC Chapter 5 and the manufacturers installation instructions. Calculate and submit corrected type and size of vent connectors and common vent and submit to the mechanical inspector for approval before the corrections are made. 2. Provide manufacturers start-up check list to the owner and one copy the City of Fridley Inspection Dept. Make sure the temperature difference is within the rang as specified by the manufacturer due to amount of outside air that is being introduced into the return air duct. 3. Provide calculations for the combustion air and balance to the approved design per IFGC section 304 as was noted on the permit notes. 4. Provide calculations for ventilation per ASHRAE 62n per IMC chapter 4 and balance to approved design. Please complete the above corrections and call to schedule an inspection with the permit technician at (763) 572-3604. Sincerely, Kevin D. Hanson CC River Pointe W' C1 FRibay Fridley Municipal Center — 6431 University Ave NE, Fridley MN 55432 Building Inspection Department (763) 572-3604 FAX (763) 571-1287 Open Permit Letter Date: 2-2-06 Total Comfort 4000 Winnetka Ave. So. #100 St. Louis Park, MN 55427-1234 Re: River Pointe Apartments 7855 East River Road Dear Permit Holder: The city building inspection records indicate you have an open permit, correction, and/or inspection that have not been addressed in accordance with Minnesota Rules, Chapter 1300. Within (14) working days after the receipt of this letter, you must contact the Building Inspection Division of the City of Fridley to schedule an inspection. Should you not schedule an inspection within that time period, your permit will be considered expired per Minnesota Rule, Chapter 1300, and all non-compliance issues for which you will remain liable, will be put in the property address file for permanent record at the City Hall. In order to obtain a final approval for the work allowed under your permit at the above address, which would then allow the city to issue a certificate of occupancy, the following issues must be addressed: 1. As noted on the permit you received: The venting does not meet IFGC Chapter #5 or the manufacturers installation manual on page 15 of the installation manual on site with the furnace. 2. Provide manufacturers start-up check list to the owner and one copy to the City of Fridley Inspection Dept. Make sure the temperature difference is within the range specified by the manufacturer due the amount of outside air being introduced into the return air duct. 3. Provide calculations for combustion air per IFGC Section 304 as was noted on the permit notes. 4. Provide calculations for ventilation requirements to ASHRAE 62 N per IMC chapter 4 Please complete the above corrections and call to schedule an inspection with the permit technician at (763) 572-3604. Sincerely, oil/Z r Kevin Hanson Mechanical Inspector Aw CITY FELLY Fridley Municipal Center — 6431 University Ave NE, Fridley MN 55432 Building Inspection Department (763) 572-3604 FAX (763) 571-1287 Open Permit Letter Date: 1/31/06 Total Comfort 4000 Winnetka Ave. S. #100. New Hope, MN 55427-1234 Re: Riverpointe Limited Partnership 7855 East River Road Permit #2005-02495 Dear Permit Holder: The city building inspection records indicate you have an open permit, correction, and/or inspection that have not been addressed in accordance with Minnesota Rules, Chapter 1300. Within (14) working days after the receipt of this letter, you must contact the Building Inspection Division of the City of Fridley to schedule an inspection. Should you not schedule an inspection within that time period, your permit will be considered expired per Minnesota Rule, Chapter 1300, and all non-compliance issues for which you will remain liable, will be put in the property address file for permanent record at the City Hall. In order to obtain a final approval for the work allowed under your permit at the above address, which would then allow the city to issue a certificate of occupancy, the following issues must be addressed: 1. Per IMC 1300.0210 .... The person doing the work authorized by the permit shall notify the building official that the work is ready for an inspection. The person requesting the inspection required by the code shall provide access to and a means for inspection of the work. 2. Call and schedule an inspection. Please complete the above corrections and call to schedule an inspection with the permit technician at (763) 572-3604. Si rely, Kevin D. Hanson IT— INSPECTION INSPECTION REPORT CITY OF FRIDLEY MINNESOTA (763) 572-3604 ADDRESS OWNFR r DATE TIME ��y DESCRIPTION INSPECTION REPORT DATE REPORT violation of the ordinance if you do not call for the proper inspections and make corrections as called for. el �U� G7YOF FRIDLEY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 • (763) 571-3450 • FAX (763) 571-1287 COVER SHEET TO: FROM: Inspection Division, City of Fridley, 763-572-3604 Ron Julkowski, Building Official Dave Jensen, Building Inspector Mary Hintz, Permit Technician CONTRACT INSPECTORS: Bob Clauson, Electrical Inspector Kevin Hanson, Mechanical Inspector Terry Overacker, Plumbing Inspector DATE:-,' L /— C/ Page 1 of REMARKS: NOTE: Please call if all pages have not been properly received. CITY OF FRIDLEY BUILDING INSPECTION 9 6431 University Ave NE 9 Fridley, MN 55432 a- 763-572-3604 FAX 763-571-1287 RATE SCHEDULE Residential Furnace Shell and Duct Work, Burner & also Replacement Furnace Gas Piping (New Furnace, Fireplace, Insert) Fireplace insert Gas Range Gas Dryer *Air Conditioning -All Sizes All Other Repairs or Alterations (List on Back) Effective 4/1/2004 APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES JOB ADDRESS DEGS. F:;SS+- ) ) Ver PC) . NE Fee Totai Owner 1�IVer P0)yA'P_ Appg�tmf_/ltS $35.00 $ 35, DD Building Used As off4(_ of ARA.u( $10.00 $ ESTIMATED COST 4')0! q 16 , 0Q PERMIT NO $15.00 $ $10.00 $ DESCRIPTION OF FURNACE AND BURNER $10.00 $ # of Heating Units_ Circle One (Steam) (Hot Water) (Warm Air ' Trade Name TRA-fJE Size No.-n)DQ0R9 i51L $25.00 S Z�. 00 lBTU )'�01 I00 HP EOR Fuel C]HS Total Connected Load 1% of Value of Appliance or Work w Minimum Fee $15.00 for Residential or 5% of cost of I n Improvement whichever is greater on work less than $500.00 L.L Commercial/Industrial/Institutional o, }� 1.25% of Value of Appliance or Work (List on Back) ~ Nfinilmum Fee $35.00' far �o -martial; Ir: uSir:Elj InStautry `?.i U State Surcharge (if permit fee is over $1,000 multiply by .0005) TOTAL FEE $ Burner Trade Name BTU HP Size 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 $ and rulings of the Building Division, and hereby declares that all the facts and r@Nr8$e^t rt:Cn$ statedin this 8pr 17Ca t:Cn are true and rnrrerl $ 0.50 HEATING CO TOTA-L COMFOU $ � Signed C� Tel # IB -39343F,3 FAX 41 7B -M"6 0 Date 640'0. U^) m *Air Conditioners can not be placed in side yard without written approval mfrom adjoining property owner - copy to City N Q FILL OUT BACK SIDE FOR STACK VERIFICATION ON REPLACEMENT FURNACE E l� Approved by Rough -in Date Final Date MAR -28-2005 10:09 CITY OF FRIDLEY P. 03/03 FILL IN COMPLETELY FOR REPLACEMENT FUEL BURNING APPLIANCE PERMITS COMMON VENT, VENT" CONNECTOR AND COMBUSTION AIR VERIFICATION When replacing an existing furnace, the undersigned hereby verifies that the venting has been examined and is free from rust, deterioration, obstructions, and is securely supported and firestopped where required. Ye94 No( ) The venting system is plastic/PVC and meets all current codes and manufacturer specifications including sizing, length, number of elbows and termination, / No The undersigned also verifies that the replacement unit is a listed assembly and meets the current codes and manufacturer's specifications. This does include AGA-GAMA Category I Central Furnace Venting Tables for fan assisted and natural draft appliances. YesN No( ) The existing combustion air is sized and installed to meet the current codes Yes No( ) and manufacturer's specifications. When required to install a new combustion air, it will be sized and installed to meet the current codes and manufacturer's specifications. Yes () No ( ) When installing a new venting system, the undersigned hereby verifies that it is a listed assembly and meets the current codes and manufacturer's specifications. This does include AGN-GAMA Category l Central Furnace Venting Tables for fan assisted and natural draft appliances. Yes () No( ) Is the common vent and vent connectors sized and installed correctly after an appliance has been removed from the common vent and vented separately as per current codes. Yes �(1) No( ) Appliance Type and Size/Common Vent and Vent Connector Information l� r- V --,}Cf r ) , -- V ,. Appliance #1 Type _ BTU Input Fan Assisted or Nat ; 5I Appliance #2 Type - _BTU Input, Fan Assisted or Nat Appliance #3 Type BTU Input Fan Assisted or Nat.1w�,.s Total Appliances Total Btu Input 1, T y Common Vent Type /,_ Vent Height RDiameter inches Appliance #1 Vent Connector Height Appliance #2 Vent Connector Height ft Appliance #3 Vent Connector Height ft f Y Le,?,k rC>4 eit 1 0)( )+Z4ki-*-TFk- cribe U Length —,Lft Diameter !___in Type Lengthft Diameter in Type I Length ft Diameter in Type HEATING CO: Signed By: Date: 6-22,05 TOTAL P.03 V,IV7 &4o•vn>� crop- 51� f o 7-h �� MAR 03 2006 13:50 HP LASERJET 3200 .R 106 wpm' -ERE-EgL IV ODI# `OST Q&'V -tA OODt' P.1 9 YtN 1 Wgnw I�Jn w. -+..+• -- TYPE B DOUBLE-WALL COMMON VENT DIAMETER (N7) TYPE B DOUBLE-WALL VENT AND COI NECTOR DIAMEMR (0) . VENT 4' T. COMBINED APPLIANCE INPUT RATING IN THOUSANDS OF STU/" 4 g e FAN +FAN FAN rP1ACi 7 FAIT *FAN FAN +MAT 13' FAN +FAN FAN aNAT 9, FAN -.FAN FAN +NAT 10" FAN +FAN FAN +NAT. NAT •NAT FAN +FAN FAN +NA7 MAT +NAT FAN +FAN FAN +MAT NAT +NAT 6 APPLIANCE INPUT RATING LIMUS NTNOUBANDS OFBftYM 8] 65 140 116 ID3 2Q4 161 VENT NEIC�4T ((� CONKECTOR RISE FAN NAT FAN NAT FAN NAT FAN NAT FAN NAT FAN MAT FAN MAT FAN NAT (may Na IILNIC Mar Min Mar Mar mh Ma=. Mu Min Mar Max ARn Mar Mar Mln Mau Mar Mlrt Mar 'Mint llxr Mn Mex 224 1 22 3'. 26 35 66 4b 46 106 72 SB 164 104 77 225 142 92 296 185 109 376 237 128 466 289 6 2 23 41 31 37 75 55 48 121 86 60 183 124 79 253 168 95 333 220 112 424 282 131 526 345 753 3 24 4a; 35 38 81 62 49 132 96 62 199 139 82 "275 189 97 363 248 114 463 317 134 575 786 626 1 22 44; 27 35 72 48 49 114 76 64 176 109 84 243 148 100 320 194 118 408 248 138 507 303 8 2 23 4: 32 36 80 57 51 128 90 66 195 129 86 269 175 103 356 230 121 454 294 141 564 358 NA 3 24 4"% 36 37 87 64 53 139 101 67 210 1 145 88 290 198 105 384 258 123 492 330 143 612 402 1 22 4S 28 34 78 50 49 123 78 65 189 1 113 89 257 154 106 341 200 125 436 257 146 542 314 LO 2 23 4' 33 36 N 59 51 336 93 67 206 134 91 282 I82 109 374 238 128 479 305 149 596 372 3 24 54. 37 37 92 67 52 146 104 69 220 150 94 303 205 111 402 268 131 515 342 152 642 417 1 21 S4: 30 33 89 53 47 142 83 64 220 120 88 298 163 110 389 214 134 493 273 162 609 333 15 2 22 5:: 35 35 % 63 49 153 99 66 235 142 91 320 193 112 419 253 137 532 323 165 659 394 3 24 5:� 40 36 102 71 51 163 ill 68 248 160 93 218 115 445 286 140 565-365 167 700 444 1 21 51 31 33 99 56 46 157 87 62 246 125 86 171 107 436 224 131 552 285 158 681 347 20 2 22 51 37 34 105 66 48' 167 104 64 259 149 89 r3514 202 110 463 265 134 587 339 161 725 414 3 23 64: 42 35 110 74 50 176 116 66 271 168 91 228 113 486 300 137 618 383 164 7641 20 6",, 33 31 lI3 59 45 181 93 60 288 134 83 182 103 512 238 125 649 305 151 802 372 30 2 21 6:1 39 33 1l8 70 47 190 110 62 299 158 85 408 215 105 535 282 129 679 360 155 84D 439 3 22 & 44 34 123 79 48 198 124 64 309 178 88 423 242 108 555 317 132 706 405 158 874 494 1 19 71 36 30 133 64 43 216 101 57 349 145 78 477 197 97 627 257 120 797 330 14419S4 1403 50 2 21 7! 43 32 137 76 45 223 119 59 358 172 81 490 234 100 645 346 123 820 392 148 1,014 478 3 22 48 33 141 86 46 229 134 61 366 194 83 502 263 103 66I 343 126 842 441 151 1,043 538 1 18 B:i 37 28 158 1 66 40 262 104 53 442 150 73 611 204 91 810 266 112 1,038 341 135 1,285 417 100 2 19 8" 44 30 161 79 42 267 123 55 447 178 75 619 242 94 822 316 115 1,054 405 139 �tt 3 20 81 50 31 163 89 44 272 138 57 452 109 78 627 272 97 834 355 118 1,069455 142 NV11'MnVn ��n♦.w TYPE B DOUBLE-WALL COMMON VENT DIAMETER (N7) VENT 4' COMBINED APPLIANCE INPUT RATING IN THOUSANDS OF STU/" HE (M}M (feet) FAN +FAN FAN rP1ACi NAT +44AT FAIT *FAN FAN +MAT NAT +NAT FAN +FAN FAN aNAT NAT +NAT FAN -.FAN FAN +NAT NAT +NAT FAN +FAN FAN +NAT. NAT •NAT FAN +FAN FAN +NA7 MAT +NAT FAN +FAN FAN +MAT NAT +NAT 6 92 8] 65 140 116 ID3 2Q4 161 147 309 248 200 404 314 260 547 434 335 672 520 410 8 Lot 90 73 155 129 114 224 in 163 339 275 223 444 348 290 602 480 378 740 577 465 110 97 79 169 141 124 243 194 178 367 2% 242 477 377 315 649 405 800 627 495 15 125 112 91 195 164 144 283 228 206 427 352 28D 556 444 365 753 612 424 733 363 20 136 123 102 215 183 160 314 255 229 475 394 310 621 499 405 842 8 323 1,035 626 640 30 152 138 118 244 210 185 361 297 266 547 459 360 720 585 470 979 808 605 1,209 975 740 50 167 153 134 279 244 214 421 353 310 641 547 423 854 706 550 1,164 977 705 1,451 1,168 864 100 175 163 NA 311 277 NA 489 421 VA 751 658 479 1,025 873 625 1,408 1,215 800 1,784 1,502 975 2000 INTERNATIONAL Ftfll!:L GAS CODE@ z•d (continued) Ib OOZE 13CH3Sd1 dH TS=E1 9002 60 muw VGry1VV��cV �� SNGLE-WALL METALVENT CONNECTOR 01AMETER (A -- Fr•' 4• 9" V 1. T 8" r 10• APPLIANCE INPUT RAMC LJLM IN THOUSANDS OF BTU*' vw -HFJGHT CONK -CMR RISE -FAN NAT `--_ FAN NAT FAN NAT FAN NRI' FAN NA►7 - FAN NAT FAN NAT FAN NAT IM Efmq {AO (feet) Mn Mai: klsac min INex Mac Mln M. 1/ax IEn Max Max Min M. Ifax . Nln Nfa1 Mcr Mtn Nes Mex Nln Yax lac 304 1 NA N!1 26 NA NA 46 NA NA 71 NA NA 102 207 223 140 262 293 183 325 373 234 447 463 286 6 2 NA N. -k 3l NA NA 55 NA NA 85 168 182 L23 215 251 167 271 331 219 334 422 281 458 524 344 398 3 NA N.v 34 NA NA 62 121 131 95 175 198 138 222 273 188 279 361 247 344 462 316 468 574 385 20 1 NA M 27 NA NA 48 NA NA 75 NA NA L06 MIS 240 145 285 316 191 352 403 244 481 502 299 8 2 NA 1V�1 32 NA NA 57 125 126 89 184 193 127 .34 266 173 293 353 228 360 450 292 492 560 355 337 3 NA N.l 35 NA NA 64 130 138 100 191 208 144 241 287 197 302 381 256 370 489 328 501 6119 4DO 633 1 999 N', 28 NA NA 50 119 121 77 1S2 186 110 240 253 150 302 335 196 372 429 252 506 534 308 10 2 N' 33 84 85 39 124 134 91 189 203 I32 248 278 183 311 369 235 381 473 302 517 389 368 3 N,i 36 89 91 67 129 144 102 197 217 t48 257 299 203 320 396 265 391 511 339 528 117 413 I :3A N'1 29 79 87 52 116 138 8l 177 214 L16 238 291 158 312 380 208 397 482 266 556 596 324 15 2 N.,1 34 83 94 62 121 150 97 185 230 138 2A6 314 189 321 411 248 407 522 317 568 646 387 3 Nk 39 87 100 70 127 160 109 193 243 t5'7 255 333 215 331 438 281 418' 557 360 S79 690 437 1 49 56 30 78 97 54 115 152 84 175 238 120 233 325 165 306 42$ 217 390 538 276 546 664 336 20 2 52 5',, 36 82 103 64 120 163 101 182 252 144 2A3 346 197 31, 453 259 400 574 331 558 7[19 403 3 55 6:. 40 87 107 72 125 172 113 190 264 164 252 363 223 326 476 294 412 607 375 570 750 457 30 1 47 6o 31 r 110 57 112 175 B9 1 169 278 129 226 380 175 296 497 230 378 630 294 528 779 358 2 51 6;. 37 S1 115 1 67 117 185 1()6 177 290 152 236 397 208 307 521 274 389 662 349 541 819 425 3 54 6• 42 85 119 1 76 122 193 120 1 185 300 172 244 412 235 316 542 309 400 690 394 555 855 482 1 46 6': 34 75 128 60 109 207 96 162 336 137 217 460 ISS 284 604 245 364 768 31d 507 95L 384 50 2 49 71 40 79 132 72 114 215 113 170 34S 164 226 473 223 294 623 293 376 793 375 520 983 458 3 52 ? 45 83 136 82 119 221 123 178 353 186 235 486 252 304 640 331 387 816 423 535 1,013 518 t00 1 45 T: 34 71 150 61 104 249Lji 53 424 140 205 585 192 269 774 249 345 993 321 476 1,236 393 2 48 8i 41 75 153 73 110 428 167 212 593 228 279 788 299 358 1,011 383 490 1,259 469 3 51 SI 46 79 ]57 85 114 j60 433 190 222 603 25b 289 SOL 339 368 ],027 431 506 1,28D 527 t•U11�YIVry YC�11 VMi/0/I, TYPE B DOUBLE-WALL COMMON VFW DLAMEMA (1» N IT oomelNEO APPLIANCE INPUT RATING IN THOUSANDS OF STUM HEIGHT v0ft) FAN +FAN FAN +NAT NAT 4MA7' FAN +FAM FAN +NAT NAT I FAN +NAT +FAM FAN +MAT NAT +NAT FAN +FAN FAN +NAT NAT +NAT FAN +FAN FAN NAT' +NAT +NAT FAN +FAN FAN +NAT MAT +NAT FAN +FAN FAN +NAT PUTT +NAT 6 NA 78 64 NA 113 99 200 158 144 304 244 796 398 310 257 541 429 332 665 515 407 g NA 87 71 NA 126 111 218 173 1 159 33] 269 218 43(i 342 285 592 473 373 730 569 460 NA 94 76 163 137 120 23'7 189 174 357 292 236 467 369 309 638 511 398 787 617 487 [5 121 108 89 189 159kJ40 275 221 200 416 343 274 544 434 357 738 99 456 905 718 553 20 131 118 98 208 177 305 247 223 463 383 302 606 487 395 824 673 572 1,013 808 626 30 145 132 113 236 202 350 286 257 533 446 349 703 570 459 958 790 593 1,183 952 723 50 159 145 128 268 233 406 337 296 622 529 41O 833 686 535 1,139 954 689 11,4181 1,15 838 t00 166 153 NA 297 263 469 398 NA 726 633 464 999 846 606 1,378 1,185 780 1,741 1A-59 948 Form: i inch =25.4 nun, 1 fA: of = 304:8 on, 1 British thermal unit per hour= 0.2931 W. 2000 INTERNATIONAL FUI;; L. GAS CODED E•d 85 0026 13rN3SU1 dH T S : E T 9002 co NNW IF%' -"C Appendix E, VVorkshetlt E-1 MComooetevei hW combustion appliance information. FurpaceNWarr: Oralt Hood '✓Fan Assisted Direct Vent Input !-8tufht (Not fan assisted) & Power Vern Waller Heater: Y Draft Hood _ Fan Assisted — Direct Vent input t Bta (Not fan assisted) & Power Vent Calrxrlate the iolume of the Combustion Apoance Space (CAS) =gWring combustion appW=& 1 The CAS includes ail spaces connected to one another by code compliant openings. CAS volume:3�� ft3 Determine Air ,changes per Hour (ACH)r DefaujACH values have been incorporated thio Table E-1 for use with Method 41b (KAIR [Method). If the year of constn,i :tion or ACH is not known, use method 4a (Standard Method). IM Determine Rwluired Volume for Combustion Air. 4a. Standard Metho i Total Btu/hr input of All combustion appliances (00 NOT COUNT DIRECT VENT APPLIANCES) Input � Bt�ul�r Use Standard Methc: i column in Table E-1 to find Total Required Volume (TRV) TRµ—� If CAS Volume (frorri Step 2) Is greater than TRV then no outdoor openings are needed. ti CAS Volume (frorri Step 2) Is mess than TRV then go to STEP S. 4b. Known Air Infiitr itibn Rate (KAIR) Method Total BtWhr input of A fan -assisted and power vent apolances (DO NOT COUNT 01RECT VENT APPUANCES) ml $durt►r Use Fan -Assisted At pliar=s column in Table E-1 to find Required Volume Fran Assisted (RVFA) RVFA: � Total Builhr input of !ill non -fan -assisted appliances Input. stu/tt< Use Non-Fan-Assistad Appliances column in Table E-1 to find Required Volume N n -Fan -Assisted (RVNFA) RVNFA W Total Required Volume (TRV) = RVFA + RVNFA TRV = + if CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (fnoni Step 2) k lass than TRV then go to STEP 5. Calculate the ratio of available interior volume to the total required volume Ratio = CAS Volunv! (from Step 2) dlvlded by TRV (from Step 4a or Step 4b) Ratio Calculate Reel action Factor (RF). RF =1 mime Ratio RF =1, j q _ • 8la Calculate sinc,:l a outdoor opening as it aY combustion air is from outside_ o� Total Btuthr input of rti Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Input YSp. 6tu/hr Combustion Air Opening Area (CAOA): Total Btumr divided by 3000 BUhr per int CAOA = 4 �� 13000 Btu/hr per int =Elf nz Calculate Mia.arum CAOA. Minimum CAOA = CA0A multlpkd by RF Minimum CAOA x eo _ Calculate Cor. &sWn Air Opening Diameter (CACD) %�• CAOD =1.13 multli; lied by the square root of Minimum CAOA (Ji, 4J CAOD =1.13 x Mlnimum CAOA ='r+tr -in 33 If desired, ACH can bol determined using ASHRAE calculation or blower door best. Follow procedures in Section 304. %✓� r 1346-64 ' �� Excepion: If the replacement furnace, boiler, or water heater, does not have BTU input ratting greater than 30% above the rating of the original appliance and the combustion air requirements of the code were met at the time of the original installation and the new appliance does not cause the existing mechanical system to become unsafe, hazardous, nc r overloaded. l,' • d OOaE 13CN3SU-1 dH T S : E I 9002 60 NNW MAR 03 2006 13:52 HP LASERJET 3200 99 - 9KI ttDr► M.0 �! uoaa� sq 4 lw IHW aW W1 'vas 4 w mud papongsuas s9uaevgp at pasn eQ of sl atg83 841 P !l sy1 z _ rn.. . �, nwn . �r l �. uu,em �nisuat s6uawru of sw� WeP b66181ti I'1✓r01.��e��.�r'rMw Wan pIVT M'�'�'�'y►_�_.. ..�__,�_.._ .._. __. _ - OOS'll 000`OEZ 9L0'Zl 094`bL SZ9'8 6£i`8 OSZtt 518`91 09Z 41 �'W' E48 Lt OSS 4tDOVU SZ9`£Z 09x`8 005`9t 000`11 OOD'OZZ wz`u 9Ls'tz Ego s ` gull OSlbt 000'S1Z AA 44 o,zz SLB'L OSL'g1 004'01 D00,02 TOM 9M19 689'1 SL£'St wOt 00Sb1 ODO`tz 009'1 000`5t 000'Ol 000bOz BEZ+OL 9WOZ E46`L OZ V' OSL'6 DWS61 ciL6'g OS66t 8Z1'L OSZ'bl OOS'6 wom £t1•B TO*% 8EB'9 518£4 05z•6 DOO'581 OS! 6 OD6'91 051'9 005£1 000 6 000'061 Bat's SLE'8t £99`9 9Z1'Et 091'8 000'511 516'6 058'11 SLE`g 0SL'Zl 00TO ODO'011 E69'B SZ£'lt 991`9 91E'Zl 09'8 000`581 00f+`8 M19, 000'9 000Zt - ODO'8 000'094 9£4`9 51Z'9i £1g.5 Sz9'tl OVI 000'991 SLB`L 051`51 gagOSZ`14 OKI 000'091 Et9`L 5ZZ'91 gEb'4 918`01 OSZ'L 000'Sb1 OWL OOLK 009 0055 000'! 000'Obt OWL UVK £90`9 SUL% OSL`9 OOO`SEt gal 0S9`El SL8`b 041`6 005'9 000`0E1 'g 5Z1'El 899'4 9L£`6 05Z'9 DOD`SZt ODE`S 009'Zt 00S'i 000'6 000'9 000`021 SLDZL £tE't 5298 OSL'9 000`5tt %u'S 09S`tl S'LL`b 092'9 OOSS 000,04 stn SZ0'4t 8E6'£ SLS'L 0sn 000'901 OSZ S 005'01 OWE ODS'L 000 5 000'001 ffis•b CHISUI OSL`b 000 96 +� Ogb'g Sl£ E OSL 9 009'b 00006 £91'4 Sz6'9 BBt'E SLE'D oz't 00056 000'08. Nei,ppy'g 000E ='9� b OSL`£ 000'SL 966`E SLB L E49`Z Sz9'S QSZ`5 00001 419.6 OS£`L 9219 9Z9i sat SL8 i 0rL E 000'99 £ti £ 094'£ 00£ 6 042+2 OOS t 000E 00009 866`2 SLL'9 E8D$ 9Z4'i OS L`Z 000'99 9Zgi QSZ'S 619': OSL'£ 006'2 000'09 £9E'l SZti 889: SL£ £ OSZ`Z 000,9v 000`0b Oflli 00Z`i 009' 1 000`£ OOD'Z O9l`t 00c' 9E9`L SL9`E £4E't ;z1 ; 9mZ 052`2 009% ODO OE 915 4 09t`E SZ9'Z 8E6 Sal 05Z`t DOO'SZ £4£'4 050'4 DDI Z OSL 005'1 000'1 OOD'oz 98L 9M EN 921' 1 OSL 000`91 sm OW1 s D9L 009 000`01 000'9 E6e I sm 961 pyZ over. -it � ryd�iCµD� a • n.,. - � -,F.is u;y'•' :`b ' r..�r : rytx ::.y ' I'�."•:,'}' .�`e.�-.: - ,� I' p.5 CITY OF FRIDLEY PERMIT NO.: 2006-01924 6431 UNIVERSITY AVENUE NE FRIDLEY, MN 55432 DATE ISSUED: 09/21/2006 572-3604 YAX: (763) 571-1267 ADDRESS : 7855 E RIVER RD NE PIN : 033024430007 LEGAL DESC : MEADOW RUN 1 ST ADD LOT 3 BLOCK 1 PERMIT TYPE HEATING - LABOR BASED PROPERTY TYPE COMMERCIAL CONSTRUCTION TYPE : REMODEL VALUATION : $ 2,100.00 NOTE: PROVIDE PROPER VENT PIPE AND SIZING FOR TWO FURNACES, ONE BOILER, AND ONE WATER HEATER. PROVIDE COMBUSTION AND DILUTION AIR TO MECH ROOM PROVIDE GAS PIPING CHANGE TO ONE FURNACE PROVIDE OUTDOOR AIR VENTILATION PER ASHRAE FOR OCCUPANCY PROVIDE FAN RELAYS FOR CONTINUOUS RUN APPLICANT ALBERS MECHANICAL CONTRACTORS INC 200 WEST PLATO BLVD ST PAUL, MN 55107-2045 (651) 224-5428 OWNER RIVER POINTE LIMITED PTNRSHP 5801 S CEDAR LAKE RD ST LOUIS PARK, MN 55416 AGREEMENT AND SWORN STATEMENT This permit becomes null and void if work or construction authorized is not commenced witin 60 days or if construction or work is suspended or abandoned for a period of 120 days at any time after work is commenced. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of worl will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. Applicant A Date Bldg In-,JO� ',7Z?X: ate 'r20 HEATING PERMIT FEE, COMM 35.00 STATE SURCHARGE, MECH FLAT 0.50 TOTAL 35.50 PAID WITH CHECK # 66670 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. S r vt1ir 60N :tIL ?�Zr:S6 _ 4' C rvn11�-°fit? WAISiZ HrP—,(IVfYf) 3,�4, oov 37'd 30ILe-4,\w-) d F!, Q 1r1 �OpMeff �FAM� R,s� - 2 Fv-6q Adq WO 137-0 CF -AN) EC] C aw.. 165298 INSPECTION REPORT CITY OF FRIDLEY MINNESOTA (763) 572.3604 ADDRESS DATE y� -�% TIME DESCRIPTION INSPECTION REPORT DATE REPORT If no corrections are listed above, approval is hereby given to proceeds. You will be in violation of the ordinance if you do not call for the proper inspections and make corrections as called for. 162514 INSPECTION REPORT CITY OF FRIDLEY MINNESOTA (763) 572-3604 ADDRESS DATE/O--�' O� TIME, DESCRIPTION / �— INSPECTION REPORT DATE REPORT corrections are listed above, approval is hereby given to proceeds. You will be in tion of the ordinance if you do not call for the proper inspections and make ctions as called for. 1654 0 a/�2 INSPECTION REPORT CITY OF FRIDLEY MINNESOTA (763) 572.3604 ADDRESS DATE/� TIME f _ DESCRIPTION INSPECTION REPORT DATE REPORT If no corrections are listed above, approval is hereby given to proceeds. You will be in violation of the ordinance if you do not call for the proper inspections and make corrections as called for. From: City of Fridley To: 651-265-0682 Page: 2/2 City of Fridley Building Inspections Dept. 6431 University Ave NE Fridley MN 55432 Mechanical Date: 9/18/2006 9:31:04 AM Ph: 763-572-3604 FAX: 763-571-1287 Commercial Application City of Fridley Permit # h� Ann q 'A A0 Date Ci Site Address: ✓E��©A The applicant is: cirlce one Owner Contractor Architect/Engineer Property Owner: 1 Address: �U • l-lq KC City;S-E�t.'1S 1 �'• 1� Stater_ Zip: Phone: Cell: Fax: Contractor Informatio "� Company Name: %YiEc+k Contact Person: " (/ ALUEO15 _ Address: G2ZG 0 1 -IJ City: _ 080L State: Zip: 75_/ Phone S) cv1 Cell _�2o Fax:Z)Sqc ® P Email: _ MN Bond# & Exp Date Permit Type (circle one): Multi -family Commercial Institutional Condo building Industrial building Swimming pool Other: Type of Work (circle one): New Re lace Alteration/Remodel Det 'led D sc�ription of work: �� (,J{ �v r�c�S �J/✓ ' c " t �/1/ mit» '., i2 . l�11 - 1 !iG �'./ tSt sib: ��;Ldl rt �G I'✓ �r ' j Equipment Installed: MFG of Model: Size/BTU: O 1, 1A i -1 I L MFG: Model: Size/BTU:'i/sC7a47 3'1,c37�✓ MFG: Model: Size/BTU: U��YJD Please check all that apply: Duct Work _Roof Top Unit (RTU) _A/C >,-� Furnace _Refrigeration '>e Boiler _Gas Dryer _Steam/Hot Water Heat _Class I Hood X Gas Piping _Swimming Pool _Class II Hood _Gas Unit Heater _Temporary Heat Commercial Kitchen Pool Heater Other All fees are based on valuation, including the cost of labpy and materials: Total Job Valuation: Permit Fee $= (1.25% of Job Valuation / Minimum fee $35.00) Surcharge $_.�_.`_,_ �, _ Valuation X.0005 Total Due $r Make check payable to City of Fridley 013�00 This is an application for a permit- not valid until processed ly�IN' I hereby apply for a mechanical permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that i understand this is not a permit but only an application for a permit and work is not to start without a permit, that the work will be in accordance with the approv d p n in case o II�'�` h requires review and approval of pl ns. Signature of Applicant: J � '��x� Date: `lG7 fly° Approval Inspector Signature: ate: %'—Z r� Please Note: Separate permits are required for Building, Plumbing, and Electrical work ij K uk) From: City of Fridley To: 651-265-0682 Page: 212 City of Fridley Building Inspections Dept. 6431 University Ave NE 'Fridley MN 55432 Mechanical Date: 9/18/2006 9:31:04 AM Ph: 763-572-3604 FAX: 763-571-1287 Commercial Application City of Fridley Permit Date gyg Site Address: /i ✓✓�` OA The applicant is: cirlce one) Owner Contractor Architect/Engineer Property Owner: Address: -5Y01 —<,0. CaAC, LAKE City;J .1-. '& FAkY—' State:_ Zip:—5-5-W& Phone: Cell: Fax: Contractor Inform Company Name:atio t-- MIF(2, t Contact Persom3a1 L�-�YVI Address: o-00 D Lk/ - City:S - f.. State: Zip: Phone 51 -A)-VQqtW C0657 Fax:(p5] Email: MN Bond# & Exp Date Permit Type (circle one): Multi -family Commercial Institutional Condo building Industrial building Swimming pool Other: Type of Work circle one): New Re lace Alteration/Remodel Det 'led D sc�ar'.ption of work: _ P idiv ►'VjQA) ?Ce!� CA1 i k/9N 0AJ6 d /t - Equipment Installed: MFG' "+� . Model: Size/BTU: O vA1 MFG: Model: Size/BTU: 1/ 67 '`' MFG: Model: Size/BTU:% Please check all that apply: >eDuct Work _Roof Top Unit (RTU) A/C k Furnace _Refrigeration _Boiler Gas Dryer _Steam/Hot Water Heat _Class I Hood k Gas Piping _Swimming Pool _Class II Hood _Gas Unit Heater _Temporary Heat Commercial Kitchen Pool Heater Other All fees are based on valuation, including the cost of Iabo; and materials: Total Job Valuation: %rij-1 0 Permit Fee $_ Q (1.25% of Job Valuation / Minimum fee $35.00) Surcharge $ 735-- Valuation X.0005 Total Due $r C2L Make check payable to City of Fridley This is an application for a permit- not valid until processed '"„ NO� I hereby apply for a mechanical permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an application for a permit and work is not to start without a permit; that the work will be in accordance with the IIS approv d p n in case o ` h requires review and approval of pl ns. Signature of Applicant :'£ ��.. Date: SG�j� pG Approval Inspector Signature: ate: Please Note: Separate permits are required for Building, Plumbing, and Electrical work RPvicprl F/14/,?nn5 KUL) FJ 13 VENT �rH rn a� ��6N T � �� y �� B� �° (1903000- CVA ti�O�- R iso =2 , ._.. _ C.on� �t5�-�- T.0 r AO s� l o F?i A) vk: r4f e, o tq 0/ VN6!; fo WA19k HrP-,(IVF)I--) 000 AA7Ak.Y0 47' L, Idq coo 13-ro I PI , CoO IR 71a" Albers Mechanical 200 W Plato Boulevard St Paul, MN 55107 Phone: (651) 224-3100 • Fax: (651) 224-5390 ,R4&5 MAt t' r V_31 c. AIILIZ��&ffY Ae XK IYIF . /kII,Se�4 ALBER'S MECHANICAL RECTANGULAR DUCT TRAVERSE REPORT PROJECT River Pointe Apts.1 Club house SYSTEM Furnace LOCATIONIZONE Upper Level SERVICE ALTITUDE DENSITY CORR. FACTOR Intake louver REQUIRED ACTUAL AIR TEMP: SCFM: SCFM: Size: 36"x`18" SQ. FT.: 4.5 FPM: 88 CFM: 308 FPM: 89 CFM: 400 DISTANCEPOST FROM BOTTOM TION 1 2 3 4 5 6 7 8 9 10 11 12 13 Louvertop 1 90 70 71 Louver bottom 2 115 95 92 3 4 5 6 7 8 9 10 11 12 13 DISTANCE FROM DUCT EDGE VELOCITY SUB -TOTALS Ashrae: Weight room 1469 sq.ft. area 30 people per 1000 sq. ft. 44 people 44 x 5cfm ea.=220cfm 1469 x .06=88cfm TOTAL CFM REQ'D = 308cfm TEST DATE: 09121)06 READING BY: Mike Villenueve PAGE of A ALBER'S MECHANICAL RECTANGULAR DUCT TRAVERSE REPORT PROJECT River Pointe Apts.1 Club house SYSTEM Furnace LOCATIONIZONE Lower Level SERVICE ALTITUDE DENSITY CORR. FACTOR Intake louver REQUIRED ACTUAL AIR TEMP: SCFM: SCFM: Size: 32"x-18" SQ. FT.: 4 FPM: 88 CFM: 255 FPM: 90 CFM: 400 Ashrae: Weight room 915 sq.ft. area 10 people per 1000 sq. ft. 10 people 10 x 20cfm ea.=200cfm 915 x .06=55cfm TOTAL CFM REQ'D = 255cfm TEST DATE: 09121106 READING BY: Mike Villenueve PAGE of ■eeeeeeee Louverbottom DISTANCE FROM DUCTEDGE VELOCITY Ashrae: Weight room 915 sq.ft. area 10 people per 1000 sq. ft. 10 people 10 x 20cfm ea.=200cfm 915 x .06=55cfm TOTAL CFM REQ'D = 255cfm TEST DATE: 09121106 READING BY: Mike Villenueve PAGE of RECD A P R 10 2007 • Fridley Building Inspection PUBLIC SWIMMING POOL LICENSE APPLICATION 6431 University Ave NE 2007-2008 Fridley, MN 55432 (763)572-3604/FAX (763)502-4977 Address of: Pool: CA Owner: K %�v LV Pot � U Uk Address: 'J� � (\LO; -V � c.,i Telephone No. '1(P.3 G -1 1 g l%o t NUMBER OF POOLS Indoor Pool(s) t Outdoor Pool(s) N Wading Pool(s) Person responsible for pool maintenance: ATTACH COPY OF POOL OPERATOR'S CERTIFICATION (Include name, address, and telephone number) I hereby make application to the City of Fridley to operate the above listed swimming pool(s) for The period May 1, 2007 through April 30, 2008 subject to all conditions and provisions of said ordinance. I enclose the sum of LL20payable to the City of Fridley as required by the ordinances of said City and have complied with all the requirements of said ordinances ne essary for obtaining this license. C �( Signaturk ate BASE FEES: Indoor Pool - $350.00 Outdoor Pool - $250.00 25% of base fee per additional pool type on the same premises Approved By: License # ��'�� Receipt #�� Date: • , . 1f Y' ��t-y .. a Y .. �' �'� 4' V Certified Fool l Spa Operator° Azaff a an perarurAtgr ' LZ Certified and Registered CPO Registration No 55-129240 js MY the NATIONAL SWIMMING POOL FOUNDATION 6/19/02 DATE ammrD anLL � O.� QT r Building PLUMBING Permit No.: 7 - Inspections COMMERCIAL APPLICATION Received By: 763-572-3604DRQ CITY OF FRIDLEY ' : DATE September 1 1F 2007 YOUR E-MAIL ADDRESS SITEADDRESs 7855- East River Road TENANT River Point Albartmebts SUITE NO. PROPERTY NAME: River Pointe Apartments ADDRESS: 7855 East River Road CITY Fridley sTATEMN zIP55432 OWNER/ TENANT PHONE: 763-571 -8161 CONTRACTOR NAME: Albers Mechanical Services, Inc. STATE LICENSE # 0 0 4 0 5 5 PM EXP DATE 12/31/07 SUBMIT A COPY OF YOUR STATE ADDRESS: 200 West Plato Blvd CITY St. Paul STATLMN zIP 5510 7 LICENSE WITH PHONE -224-31 00 FAX 651-224-5390 APPLICATION -6-51 PERMIT TYPE ❑ INSTITUTIONAL XI MULTI -FAMILY ❑ SWIMMING POOL ❑ TOWNHOUSE ❑ COMMERCIALANDUSTRIAL ❑ OTHER TYPE OF WORK: ❑ NEW Y9 REPLACEMENT ❑ ALTERATION/REMODEL DETAILED DESCRIPTION OF WORK Replace existing RPZ valve- Test & certify same - Test report attached. FIXTURES: (INF)ICA I I I OI AI NUMRF.R OF FAC I I) T 1 RP/ VALVE S�\i'ASHI:R FLOOR DRAINS _LIBEL �DN ASIIER GAS NI'l",G 13ACKFLOW I'RI?V_ WAi R HEATER DRINKING FOUNTAIN 'GREASE I RAP ROOF DRAINS WATER METER FAUCET KITCHEN SINK SHOWER WATER PIPING FLAMMABLE WASTE TANK LAUNDRY TRAY SLOP SINK WATER SOFTENER LAVATORY SWIMMING POOL WATER CLOSET Total Job $ 700.00 All fees are based on valuation, including the cost of labor and materials. Valuation Permit Fee $ 35.00 (1.25% of Job Valuation / ;Minimum fee: $35) Surcharge $ . 5 0'-) Valuation X .0005 Total Due $ 35-50 Make Checks Payable to: City of Fridley THIS IS AN APPLICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an application for a permit and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of all work which requires review and approval of plans. NAMEOFAPPLICANT Rebecca J Gerlach Service CoordinatoroATE 9-11-07 SIGNATURE OF APPLICANT ? t161f L PLEASE NOTE: SEPARATE PERMITS ARE REQUIRED FOR BUILDING, ELECTRICAL AND MECHANICAL WORK City of Fridley Building Inspections Department 6431 University Avenue NE, Fridley, MN 55432 763-572-3604 FAX: 763-502-4977 Building BUILDING ermit No.: UIOCWQU 4 t I Inspections COMMERCIAL/INDUSTRIAL eceived By: 763-572-3604 65% of Building Permit Fee 'ire Surcharge 763-502-4977 CITY OF FRIDLEYate �r (�' FAX $ 1iI=C,i� w .0005 x Permit Valuation Minimum $.50 EFFECTIVE 1-I-09 $ DATE _q/6/1 (/' YOUR E-MAIL ADDRESS _ M11 ESITE ADDRESS % �'� ✓F-�/J. TENANT_ Suite No.. PROPERTY OWNER NAME: S �l �; y &,C-41,CA; $450 Conservation Plan Review ADDRESS: 53{6t)I S. Li 4,C AXI✓ A. CITY ST' S STATE IP S✓S�'%l $ PHONE: �J1i `� c"�J qui t2 ARCHITECT NAME: ADDRESS: CITY STATE ZIP CONTRACTOR NAME: �tiNLti Si ✓)[tib �ti`L * NOTE: CITY LICENSE REQUIRED ADDRESS:iLL 14✓C-- CITY_ Ls J4 STATE141&ZIP 07 COMMERCIAL, PHONE: 611 _/ 45-7 FAX G��L INDUSTRIAL AND 5.,L a' MULTI FAMILY PROPERTY TYPE ❑ TOWNHOUSE ❑ COMMERCIAL/INDUSTRIAL ❑ INSTITUTIONAL %MULTI -FAMILY PERMIT TYPE ❑ ADDITION ❑ NEW CONSTRUCTION ❑ OTHER REMODEL ❑ ROOF ❑ SWIMMING POOL PLEASE SUBMIT: 1. 4 SETS OF DRAWINGS 5. CONTRACTORS LICENSE OR 6. SPECIAL INSPECTION 2. SURVEY/SITE PLAN LICENSE APPLICATION SCHEDULE 3. LANDSCAPE PLANS 7. PERFORMANCE BOND 4. ENERGY CALCS AMOUNT $ BUILDING TO BE USED AS: OFFICE sF WHS SF OTHER SF TOTAL SIZE: STORIES FIRE PROTECTION (Y/N) AC(Y/N) DETAILED DESCRIPTION OF WORK THIS IS AN APPLICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an application for a permit and work is not to start without a permit on site; that the work will be in accordance with the approved plan in the case of all wo k which requires review and approval of plans. SIGNATURE OF APPLICANT PRINT NAME K'/(/J(✓ (_ { vISiL'EDAT / 0 --- 1&L FEES ARE BASED ON VALUATION Sq. ft. x $ Cost/sq. ft. = Valuation $ Sq. ft. x $ Cost/sq. ft. = Valuation $ Sq. ft. -x $ Cost/sq. ft. = Valuation $ TOTAL JOB VALUATION: $ ";-5,27 ,,goo � USE OCCUPANCY TYPE 'ermit Fee $ 11 Q4 C( Cj See Back Page for Fee Schedule 'Ian Review $ 65% of Building Permit Fee 'ire Surcharge $ .001 times the total job valuation Surcharge $ 1 12J.5 O .0005 x Permit Valuation Minimum $.50 ;AC Charge $ $2000 per SAC Unit (Plans to MWCC for determination) ;rosion Control $ $450 Conservation Plan Review 'ark Fee $ Fee Determined by Engineering ;pecial Assessments $ Agreement necessary ( ) Non Necessary ( ) :urb Cut Escrow _$ ft + 6 ft = ft x $2l =$ Cotal Due $ 5.,L a' Make checks payable to: City of Fridley Attach Stinulations ,.,.,, From: 3202526939 Page: 2/44 Date: 5/19/2009 11:35:14 AM OVER COMMERCIAL RE -ROOF Permit No.: ,� O U Building Inspections 763-572-3604 APPLICATION Received By 763-502-4977 FAX CITY OF FRIDLEY Date Recd; EFFECTIVE 1-01.09 DATE YOI� E-MAIL ADDRESS !" Qb2V �-{ INSTALLATION ADDRESS: r -7 g5S G cuS- R l ve r Ko�i { t I AI T141S APPLICANT IS: ❑ OWNER CONTRACTOR ❑ ARCHITECTIENGINEER PROPERTY OWNER NAME: I eIlli 17f ADDRESS: Se CITY fYI t155TATIJ L&P qq� PHONE: A��- F-- ` `! ill X SJ CELL PHONE CONTRACTOR NAME: Y I {riP.D-4,M,::41c' 1. ,,, (I-- ADDRESS: CITY STATE M I VGIP�q (p PHONE CEL 9 - Wd 70 PAX //�'� I STATE LICENSE# ft rEG D 46 2 EXP. DATE: 3I .Q ARCHITEMENGINEER NAME: --w CITY STATE ZIP PHONE- FAX STATE LICENSE # EXP DATE QUESTIONNAIRE Please answer the questions below. 1. Are all the existing roofing materials being removed to the structural deck? ❑ Yes XNo � v 2, a) (-low many sq, ft. is the existing roots � � '1) How many sq, ft. are being replaced? 9.-�,. v_;?56 3. What type of roofing system currently e�ists7 ❑ Built-up ® Membrane ❑ Other 4. What type of roofing system is proposed? ❑ Built-up IN Membrane ❑ Other 5. Will the new roofing materials reduce or increase the current dead load? 4 Increase ❑ Reduce ❑ No change 6. If loading is to be increased, has a structural engineer been hired to review all allowable loads? 0 Yes 0 No 1fyes, attach an Engineer's report, 7. Are any new drainage devices being added or altered as part of the re -roof? W Yes ❑ No $. Per International Building Code Table 1505.1 what class designation is the new roof system? 4 A ❑ B ❑ Non -classified 9, What overall R -value will the new roof produce? , 10, per International Building Cade Sections 2603.4, 2603.4.1 and 2603.4.1.5, will a thermal barrier be required as part of the re -roofing project? ❑ Yes R No 11. Will any electrical, plumbing, gas or mechanical items on the existing roof need to disconnected and reconnected as part of the re -roof? ❑ Yes El No 12. Are any electrical, plumbing, gas or mechanical items being replaced in conjunction with the re -roof? ❑ Yes IgNo OVER From: 3202526939 Page: 3144 Date: 5/19/2009 11:35:14 AM REQUIRED Two copies of each of the following items must be submitted with the application. 1/Full written scope of the project submitted 7. Any Documentation from Minnesota t1 0 owner. NNegistered structure. 2VShop drawings/section view of new installation 8. Copy of manufacture's installation 3VA listing (name) of each specific manufacturer's t/ instructions, products being installed, 9. Provide design detail to meet the 4.v The flame spread documentation for any foam (/requirements of Sec. 1504,4 of the 2006 products being installed. T.H.C. ANSUSPRIE ES -1. 5.Ahe thickness of all products being installed, 10. Provide manufacture and detail of edge 6,Vlfhe fire tested assembly number designation, t%sucurement per See. 1504.5, 2006 I.B.C. (UL, factory Mutual, ICC). ANSVSPRI ES -1. PROJECT DETAILS Estimated Completion date: til �' _ C1CO Estimated valuation: f{Description of work: V d erPrJ J � � —t Z'n-?t . G 1 $1 to $500 $23.50 (Minimum fee is $23.50 plus surcharge) $501 to $2,000 $23,50 for 11$500 plus $3.05 for eaeh additional $100 or fraction, to and includin $2,000 $2,001 to $25,000 $69.25 for 0 $2,000 plus S14 for each additional $1 000 or fraction to and ineludin $$25 000 THIS IS AN APPLICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED I hereby apply for a commercial re -roof permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only and application for a permit and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of all work which requires review and approval of Plans. SIGNATURE OI: APPLICA i5 % PRI NAME DATIE r f APPROVED 13Y ALL PEES ARID EASED ON VALUATION TOTAL, VALUE FEES $1 to $500 $23.50 (Minimum fee is $23.50 plus surcharge) $501 to $2,000 $23,50 for 11$500 plus $3.05 for eaeh additional $100 or fraction, to and includin $2,000 $2,001 to $25,000 $69.25 for 0 $2,000 plus S14 for each additional $1 000 or fraction to and ineludin $$25 000 $25,001 to $50,000 $391.25 for 1' $25,000 plus $10"10 for each additional SI,000 4r frWiQn, to and including $50,000 $50.00110 $100,000 $649.75 for l° $50,000 plus $7 for each additional $1,000 or traction to and including $100,000 SIooxi to $500,000 $993.75 for 1 $100,000 plus $5.60 for tach additional $1,000 or Ifaclion to and including $500,000 $500,001 to $1,000,000 $3,233.75 for the 1'$500,000 plus 54.75 for tach additional $ 1,000 or friction to and in ludinS includin $1000000 S 1,000,00 1 and a for the 1� $11)00 000 lus $3.15 for each additional $1,000 or fraction Permit Fee $ a See above for Foo Schedule Fire Surcharge $ a (4 .0. ,001 times tho total job valuation Surcharge $ 0005 x Permit 'Valuation Minimum $.So Total Due $ T Make checks payable to; City of Fridley Attach Stipulations e From: 3202526939 Page: 1/44 Date: 5/19/2009 11:35:13 AM 20,10 County Road 137 Waite Park, MN 56387 Phone: (320) 252-1608 Fax: (320) 252-6939 Horizon Hoofing, Inc, Award wiv Olv-o W&YIQb avAhtp To: Building Inspections — City of Fridley From: Robert Jodsaas Fax: 763-5024977 Pages: (with cover) Many Phone: Date: 5/19/2009 RR: Building Permit Application CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle 0 Comments: To Whom It May Concern:, Please find attached a building permit application for a reroofing project at River Point Apartments in Fridley. We have also attached the required information. Due to the large number of items requested, the duplicate will be sent by fax separately. Please contact me at (320) 252-1608 when the permit is ready and for payment information. If you have any questions, please contact me. Thank You Robert J. Robert rodsaas P) 612.333.1481 P) 320.252.1608 C) 612,860.6870 robert@horizonroofingine.com www. horizonroofinginc, c om From: 3202526939 Page: 4/44 HORIZON Date: 5/19/2009 11:35:14 AM "c�0�. NG s .��rAL - Proposal - Proposal No. Q1383 KMS Management Attn: Barb 8igham 5801 Cedar Lake Road S. St, Louis Park, MN 55416 QUOTE DATE VALID THRU FOR 5/13/2009 5/27/2009 River Point Apartments ITEM NO DESCRIPTION After inspecting the roof, Horizon Roofing, Inc. proposes the following: Remove existinq rubber roof down to existing insulation. Remove any roof pen6trations no longer in use down to existing decking, Provide and install new tapered EPS insulation with an average R -value of R-11.6, tapered at 118" per sq. ft with tapered crickets at 114" per sq. ft. Provide and install a reinforced perimeter Stf!D on the perlmeter of the roof. Provide and install a 60 mil PVC mechanically Fastened mofing system. Flash in all penetrations to manufactures specifications. Provide and install new sheet metal on the perimeter, includin new scu norc. Haul all waste to a proper disposal area. Horizon Roofing,Inc. will provide the building permit. Provlde a 15- ear warranty. The total price for the above listed items is: Two hundred forty-eight thousand seventy-five dollars and 621900 ($248,075.62). TOTAL AMOUNT $248i075:62... All snow and ice removal will be dote on R limo and material basis in addition to the above sum. All cleelncal or mechanical work required shall be the responsibility of the owner. Any problems [bat may arise such as deteriorated gas pipelines or electrical conduit, wet insulation, deteriorated roof deck, deteriorated wood blocking, oto, will be brought to the Owner'a anentioo; all additional repair work will be done on a time and material basis in addition to the above sum, Moisture that has entered into the building prior to Contractor's repair of the roofing system may result in mold growth. fly signing the contract. Owner agrees to release Contractor from any and all olainrs CKvw, Owner's family enembors, employees, tenants or any other building occupants may have as d rosol[ of such mold growth. Further, Owner agrees to defend, indemnify and hold Contractor Harmless from any and all penalties, actions, liabilities, costs, expenses and damaaos arising from or relating to the presence of mold in Owner's building. Duo b Iho wolghl of a ballasted roofing systern, Iho owner is to provido Horizon Roofing Inc. proof that the existing roofing structure will be able to support a ballasted rooting system. If owner requests, I-Wzon Roortng will havo this structure inspeetod, all fens for this inspection will be an addition to the contract Arica. For the purposes, of this proposal Horizon Roofing's scope of work Shall not include the identification, detection, abatefient, encapsulation or removal of asbestos nY similar haaardous substance. Uwe oncounter any such products or mateaWs in the course of performing our work, or if such hat2mil us materials are encountered by any other firm performing work at the jobsito and we dolermino that such materials prmpt R hazard to our employees, Horizon Roofing shall have the right to discontinue its work and remove its employees from [le jobsite unGI testing of the materials has been completed by a qualified contractor. After the lasting has been done, Horizon Roofing will provide a proposal for asbestos abatement and monitoring, and receive an extension of time to complete the work. Moo does not inoludo any interior prolectiop unless noted above, Roofing work may cause interior damage. Horiron Roofing, Inc. will net be held responsible for any interior damage that may occur during construction_ Moolhly billings will he submitted for the percenl of`vark cornpTeled including materials stored on site Parmenl is due within 30 days from the date of the invoice. The owner may retain rive percent of the mmount billed unfit the project Is complete. Final payment including retainage is due wilbla 30 days from eomplefioa of the proiccl. A Finance Charge or I per month will be assessed an all accounts past due which Is an annual percenPapt rate of 18%. Minimum monthly Flna ice Choric is $5.00 per month. Accounts sent to collections will have a Colleellons Fee (approximately 30% of unpaid balanee) applied to the balance duo. This quote is subject to change after Gfixn (15) days, Peel free to contact us if you have any questions w irwe can be of further service. If you should 171 n Ihis quote acceptable, please sign below and retum to our office. Please retain a copy for your files. w L From: 3202526939 Page: 5144 Date: 5/19/2009 11:35:15 AM - Proposal - Proposal No. Q1383 KMS Management Attn: Barb B[gham 51301 Cedar Lake Road S. St. Louis Park, MN 55416 QUOTE DATE I VALID THRU FOR I PAGE 5/13/2009 5/27/2009 River Point Apartments z THANK YOU, for the opportunity to serve your roofing needs, Sincerely, Acceptance of proposal — The above prices spcciFcations and conditions arc satisfactory and are hereby accepted. You are authorized to do the work as specified, payment will be made as outlined above. Kurt Scepaniak President Authorized Signatttre Date From: 3202526939 Page: 6/44 Date: 5/19/2009 11:35:15 AM veu. Z • rj TYLL+i Jurldm �_ 6Rf!•i Y.v%��ou,. fltx.z - � syl-jiQp- BL4.L - BLU+e 4M1y_ •jAr1 � N£b.e � w wGL"UL _ YELL - _ p cg•r 1111:a1r1rrC:1�1111::11�ER��r1I:� 1ii11��11��'u 1111��11�•,r'u:.�l - 'E'LL - _ vEL�L• p,.1 _� IIIft11f'��:�EI 1111tEll�c��11 �1 ax R4rlErLd1o1Ju Yw°f BWP R>Littu•.xe fbH e i Ad 8-1 YEL-2 VELLxp YELL.e vcLL.s raLL•z 4 I CAN a 6R -Z BED.. V. BLtHe I Ru,3 mow. M -q RUD 2 tT1L YELL CAN 9 BLU y'E Y Y rL rL .L Y 1 g .L BED•e cLu •z ca,.x YELL•e �--- TELi+e Rlhi vcll+2 YELL fm BLU TO -L BED•e mug z BLU. rs.+z BCM1 veu. Z • rj TYLL+i Jurldm �_ 6Rf!•i = fltx.z - BL4.L - BLU+e :l � ��1 ;; 1 I 1111.111 : w J From: 3202526939 Page: 7/44 Date: 5/19/2009 11:35:15 AM Sika Samafil Roofing S ecification Manual ryaical System Detalls MULTI --PURPOSE TAPE —CONTINUOUS METAL HOOK STRIP (MIN. 22 GAUGE) METAL COPING CAP WITH WATERTIGHT JOINTS SARNAFIL FLASHING TO ACCEPTABLE SUBSTRATE SECUREMENT FASTENED AT BASE OF WALL OR CURB TREATED WOOD NAILER ALTERNATE BASE FASTENING METAL EXTENDER PIECE AS REQUIRED GROMMETTED FASTENER 12 IN. O,C, SPECIFIED SARNAFIL SECUREMENT HOT-AIR WELD SARNAFIL MEMBRANE 16 L I f L�— AIR / VAPOR BARRIER (AS REQUIRED) NOTES: INSULATION SECURELY FASTENED 1) NAILERS SHALL BE SECURELY ANCHORED TO THE DECK TO RESIST A MINIMUM FORCE OF 300 POUNDS PER LINEAR FOOT, REFER TO FACTORY MUTUAL DATA SHEET 1-49- 2) METAL EXTENDER PIECE IS REQUIRED IF EXISTING COUNTERFLASHING IS CONTAMINATED AND OR COUNTERFLASHING FASCIA IS LESS THAN 4 -INCHES WIDE. 3)VAPOR BARRIER SHALL BE SEALED AT EDGES. PARAPET WALL WITH METAL COPING CAP JOB NAME: - Salrnaf/I® �el�ao-slaa e3eoop.cam ASA SUPPLIER OF MATERIALS ONLY S(KA SARNAFIL DOE NOT ASSUME ^ u,t opT p� - RESPONS181UT( EOR ERRORS IN DESIGN, ENGINFERINO, QWWfITIES, ORDRw DIMENSIONS. THE pRC,p6jFGT.CONiMCYORS.OROVIMEfiSREPRESENTA• N.T-.S. ��a7 2-3 YIVE MUST VERIFY ALL DIMENSIONS, SIZES, AND SUITAR Ul Y OF DETAILS. 1-07 8.15 From: 3202526939 Page: 8/44 Date: 5/19/2009 11:35:16 AM Slka Sarnaf l Roofing Specification Manual Typical System Details SELF—FLASHING UNIT ADDITIONAL WOOD BLOCKING, IF REQUIRED (TO ACHIEVE AN 8 IN. MIN, FLASHING HEIGHT) GROMMETTED FASTENER 12 INCHES O.C. n METAL EXTENDER PIECE IF REQUIRED (SEE NOTE) � 11 n SARNAFIL FLASHING TO ACCEPTABLE SUBSTRATE z z U SPECIFIED SARNAFIL SECUREMENT W T HOT—AIR WELD 00 �-SARNAFIL MEMBRANE INSULATION SECURELY FASTENED NOTE: AIR / VAPOR BARRIER (AS REQUIRED 1) METAL EXTENDER PIECE IS REQUIRED IF EXISTING COUNT01'LASHING IS CONTAMINATED AND OR COUNTERFLASHING FASCIA IS LESS THAN 4 INCHES WIDE. FASTENED 12 INCHES O.C, WITH GROMMETTED FASTENER. 2)VAPOR BARRIER SHALL BE SEALED AT EDGES, REMOVABLE CURB FLASHING Joe NWE ASarnafil% 70142s -51a0 c 10upx"a ASA5UPPuEROFMATEFMSONLY SIKgSARNAI,DOES NOT ASSUME SCALE DATE FILE W.: payvNO: RESKMIBIUTY FOR ERRORS IN DESIGN, ENGINEERING, QUANTITIES, OR DIMENSIONS, 714E ARCHITECT, OONTWTORS, OR OWNERS REPRESWA- NTS 1107 5- Tw µUST VERIFY ALL DIMENSIONS, SIZES, AND SUITAEWUTY OF DETAILS 1-07 8-32 From: 3202526939 Page: 9144 Date: 5/19/2009 11:35:16 AM I Slka Sarnafll Roofing Specification Manual Tynical System Details NOTES: 1) PIECE OF SARNACLAO METAL CUT TO FIT INSIDE OF VOID AT OPEN END OF GRAVEL — DAM, SECURED IN—PLACE USING POP—RIVETS PRIOR TO COMPLETING FLASHINGS AT SCUPPER BOX, 2) VAPOR BARRIER SHALL BE SEALED AT EDGES, SARNACLAD ME PIECE AT VOID SARNAFIL FLAS' HOT --AIR WELDI METAL SCUPPER BOX SARNAFIL SEALANT OR MULTI-PURPOSE TAPE DETAIL AT END OF EDGE METAL REFER TO ABOVE DETAIL SARNACLAD METAL EDGE PIECE AT SCUPPER FASTENED W/GALVANIZED ANNULAR RING NAILS SARNAFIL FLASHING STRIP, "+► HOT-AIR WELDED 1 f—SARNAEIL MEMBRANE INSULATION AIR / VAPOR BARRIER (AS REQUIRED) TREATED WOOD NAILER DETAIL AT SCUPPER BOX JG6 IMF - o Sarnafil0 M426,SW Ramo p.o ASA SUPPuER OF MATERIALS ONLY SIKH SARNAFIL DOES NOT ASSUME FH.ALEpA7E PPE NO,; okw. No.; RESPONSIBILITY FOR ERRORS IN DESIGN, ENGNEERING, QUANTITIES, OR DIMENSIONS. YWARCHITECT. CONTRACTORS, OR OMINERS REPRESrNTA_ N,'�-.�jJ0% TIVE MUST VERIFY ALL DIMENSIONS, SIZES. AND SWA81UTY OF DETAILS. . 6-4 1-07 8-30 From: 3202526939 Page: 10/44 Date: 5/19/2009 11:35:16 AM Sika Sarnafil Roofing Specification Manual Typical System Details PIPE PENETRATION SARNAFIL SEALANT (SEE NOTE) STAINLESS STEEL HOSE CLAMP ALUMINUM TAPE (SEE NOTL) z SARNAFIL FLASHING MEMBRANE W SARNAFASTENER AND SARNADISC z U SARNAFIL BASE FLASHING, 01) rl F SARNAFIL MEMBRANE STRUCTURAL DECK d N L— FASTENED NOTES: AIR / VAPOR BARRIER (AS REQUIRED) 1) ALUMINUM TAPE IS REQUIRED IF EXISTING PENETRATION IS CONTAMINATED. 2) SEALANT IS A MAINTENANCE ITEM, MAINTENANCE IS NOT COVERED UNDER THE SARNAFIL WARRANTY. 3) VAPOR BARRIER SHALL. BE SEALED AT EDGES. PIPE PENETRATION PLASHING ASarnaffl-& 701 -021 --*W e&aoorp.00m rRESPONSIBILfTY SUPPLIEROF MATERIALS ONLY SIKH SARNAFIL DOES NOT ASSUME S SLE GATE FILE 11U: allo.: FOR ERRORS IN DESIGNENGINEERING, QUANTITIES, Oft NSIONS. THEARCHTECT.CONTRACTORS, OROIM1MERSREPRESENTA.N.T-S. 1/07 7 2 MUST VERIFY ALL DIMENSIONS, SUES, AND SL ITAgIUTY QF OEfAIL3. 1-07 a -4o From- 3202526Page: 11144 Date: 5/19/2009 11:35:17 AM 93 , 9 Sika Sarnafil S327 RhinoBond Roofing System From: 3202526939 Page: 12/44 Date: 5/19/200911:35:17 AM Sarnafil Roofing Specification Manual S327 RhinoBond System - Contents Introduction Sarnafil 5327 RhinoBond Roofing System................................................................................................................ iv RegionalOffices.........................................................................................................................................................v Part 1- General Conditions 1.01 Description.............................................................................................. ............................... -1 1.02 Quality Assurance..................................................................•......................................... 1 1.03 Submittals .................... 1 1.04 Code Requirements................................................................................................................................. 2 1.05 Product Delivery, Storage and Handling.........................................................................................................2 1.06 Job Conditions................................................................................. 3 1.07 Bidding Requirements.....................................................................................................................................4 1.08 Warranties............................................................................................................................ 5 1.09 Warranty Durations...........................................................................................•.............................................5 Part 2 - Products 2.01 General ..:............ .................................................._......__.............................5 2.02 Membrane .......................................... ........................ 6 2.03 Flashing Materials...........................................................................................................................................7 2.04 Insulation/Overlayment/Barrier Board.............................................................................................................9 2.05 Attachment Components...............................................................................................................................10 2.06 Deck Primers.....................................................11 2.07 Walkway Protection ............................... .........................11 2.08 Vapor Barrier.................................................................................................................................................11 2.09 Miscellaneous Accessories...........................................................................................................................12 2.10 Sealants and Pitch Pocket Fillers............................................................................................... ............12 2.11 Miscellaneous Fasteners and Anchors..................................................................................................13 2.12 Related Materials.........................................................•-------------------..................................-----.....................13 Part 3 - Execution 3.01 Pre -Construction Conference........................................................................................................................13 3.02 Substrate Condition ........................ 3.03 Substrate Preparation...................................................................................................................................14 3.04 Substrate Inspection ......................................................................................................................................16 3.05 Vapor Barrier/Air Barrier Installation (As Required by Designer) ................. 3.06 Wood Nailer Installation................................................................................................................................18 3.07 Insulation Installation ...............................•......................................... 18 3.08 Overlayment Board Installation...............................................................................................•.....................19 3.09 Installation of Sarnafil Membrane ........................................................................................................•-........20 3.10 RhinoBond Induction Welding.............................................................................. ..._................................21 3.11 Hot -Air Welding of Seam Overlaps ...............................................................................................................21 3.12 Membrane Flashings.....................................................................................................................................22 3.13 Metal Flashings .............................................................................................................................................23 3.14 Sarneclad Metal Base Flashings/Edge Metal...............................................................................................23 3.15 Edge -Tice Metal.............................................................................................................................................23 3.16 Anchor -Tito Metal ..........................................................................................................................................24 $.17 Walkway Installation......................................................................................................................................24 3.18 Perimeter Warning Tape., ............................................................................................................................. 25 3.19 Temporary Cut-Off........................................................................................................................................25 2-09 6_1 From: 3202526939 Page: 13/44 Date: 5/19/2009 11:35:17 AM Sainafil Roofinct Specification Manual 5327 RhinoBond System - Contents 3.20 Completion....................................................................................................................................................26 3.21 Details.............................................................................. ..........25 2-09 6-H From: 3202526939 Page: 14/44 Date: 5/19/2009 11:35:18 AM Sika Sarnafil Roofing Specification Manual 5327 RhinoBond System Introduction INTRODUCTION TO SIKA SARNAFIU 5327 RHINOBOND ROOFING SYSTEM The Sika Sarnafil RhlnoBond Roofing Systems use the polyester reinforced Sarnafil S327 roof membrane. The S327 membrane is welded directly to the 3 inch (76 mm) diameter polymer coated metal Sarnadisc . The 5327 RhinoBond Roofing System is described as follows: S327 RhinoBond Metal Retrofit is a non penetrating system that uses 3 inch (76 mm) diameter, polymer coated metal discs_ Adjacent membrane panels are lapped and overlaps are heat -welded with a Sarnamatic hot-air welder_ The S327 membrane is then induction welded to the RhinoBond plate. The advantages of the S327 RhinoBond Roofing System are speed at which a building can be "dried -in", simplicity of design and minimizing sheet flutter. The S327 RhinoBond System is a cost-effective, non- penetrating Roofing System using the Sarnafil 5327 membrane. S327 utilizes a high-strength polyester reinforcement that allows the system to exceed Factory Mutual requirements for wind uplift testing. The manufacturing process imparts dimensional stability and minimizes water -wicking by the reinforcement. S327 is lacquer -coated on the weathering surface to reduce dirt pick up; a Sarnafil membrane exclusive feature. It is available in EnergySmarto white and other colors. 5327 is marked at the factory with seam overlap lines with the 3 inch (76 mm) line used for aligning the sheets and creating the overlap. The attached Guide Specification is generic in nature and should be amended as required to meet the project's specific needs. Prior to bid, submit amended Specifications with Detail Drawings to Sika Sarnaril's Technical Department for review and comment with regards to Sika Sarnafil requirements. We welcome you to review the following Guide Specification and Detail Drawings and we ask that you contact us if you have any questions or need any additional information. Thank you for choosing Sika Sarnafil for your roofing and waterproofing needs, Note to Specifler: Notes to Specifier are designated by (]. Specifier is to select one of the options provided for project specific specifications. 2.49 5 -Iv From: 3202526939 Page: 15/44 Date: 5/19/2009 11:35:18 AM Sika Sarnafil Roofing Specification Manual S327 RhinoRond System Introduction REGIONAL OFFICES NEW ENGLAND REGION SOUTHWEST REGION 225 Dan Road 1213 West Loop, N, Suite 130 Canton, MA 02021 Houston, Texas 77055 Phone:(781)621-0865 Phone: (713)812-0102 Fax:(781)821-9205 Fax: (713)812-0107 EASTERN REGION NORTHWEST REGION One Park Way 3f° Floor 20412 87th Avenue South Upper Saddle River, NJ 07458 Kent, WA 98031 Phone: (201)327-0479 Phone: (253)872-0258 Fax -.(201)327-4069 Fax1-(253)872-0273 SOUTHERN REGION MOUNTAIN REGION 3483 Satellite Boulevard 2881 South 900 West Duluth, GA 30096 Salt Lake City, Utah 84119 Phone:(770)495-0025 Phone:(801)575-8648 Fax:(770)49M027 Fax:(801)355-4407 MIDWEST REGION WESTERN REGION 20W267 101st Street, Unit E 10701 Holder Street Lemont, IL 60439 Cypress, CA 90630 Phone: (630)739-9740 Phone: (714)821-9377 Fax:(630)739-9741 Fax1-(714)821-9356 CANADA Sika Sarnafil 6820 Davand Drive Mississauga, ON L5T 1J5 Canada Phone: (800)268-0479 Fax:(905)670-5278 www_sika. ca WEB ADDRESS: EMAIL ADDRESS: www,sikacorp.com webmaster. sarnafil@us.sika_com 2-09 b -v From: 3202526939 Page: 16/44 Date: 5/19/2009 11:35:18 AM Sika Sarnafil Roofinq Specification Manual S327 RhinoSond Svstem SECTION 075419.13 RHINOBOND ATTACHED THERMOPLASTIC MEMBRANE ROOFING FEATURING SPECIAL COATED PLATES & SCREWS PART 1 - GENERAL CONDITIONS 1.01 DESCRIPTION A. Scope To install a complete RhinoBond attached Sika Sarnafil roofing system including membrane, flashings and other components. B. Related Work The work includes but is not limited to the installation of: 1. Substrate Preparation 2. Roof Drains 3. Vapor Barrier 4. Wood Blocking 5. Insulation 6. Separation Layers 7. Roof Membrane 6. Fasteners 9. Adhesive for Flashings 10. Roof Membrane Flashings 11. Walkways 12. Metal Flashings 13. Sealants C. Upon successful completion of work the following warranties may be obtained: 1. Sika Sarnafil Warranty 2. Roofing Applicator Warranty 1.02 QUALITY ASSURANCE A. This roofing system shall be applied only by a Roofing Applicator authorized by Sika Sarnafil prior to bid (Sika Sarnafil "Applicator")_ B. Upon completion of the installation and the delivery to Sika Sarnafil by the Applicator of certification that all work has been done in strict accordance with the contract specifications and Sika Sarnafil's requirements, a Sika Sarnafil Technical Service Representative will review the installed roof system wherever a Standard or System warranty has been specified. C. There shall be no deviation made from the Project Specification or the approved shop drawings without prior written approval by the Owner, the Owner's Representative and Sika Sarnafil. D. All work pertaining to the installation of Sarnafil membrane and flashings shall only be completed by Applicator personnel trained and authorized by Sika Sarnafil in those procedures. 1.03 SUBMITTALS At the time of bidding, the Applicator shall submit to the Owner (or Representative) the following.- A, ollowing: A. Copies of Specification. 2-09 6.1 From: 3202526939 Page: 17/44 Date: 5/19/2009 11:35:19 AM Sika Sarnafll Roofing Specification Manual S327 RhinoBond System B. Samples of each primary component to be used in the roof system and the manufacturer's current literature for each component. C. Written approval by the insulation manufacturer (as applicable) for use and performance of the product in the proposed system. D. Sample copy of Sika Sarnafil's warranty. E. Sample copy of Applicator's warranty. F. Dimensioned shop drawings which shall include: 1. Outline of roof with roof size and elevations shown. 2. Profile details of flashing methods for penetrations, 3. Technical acceptance from Sika Sarnafil. G. Certifications by manufacturers of roofing and insulating materials that all materials supplied comply with all requirements of the identified ASTM and other industry standards or practices. H. Certification from the Applicator that the system specified meets all identified code and insurance requirements as required by the Specification. I. Material Safety Data Sheets (MSDS) 1.04 CODE REQUIREMENTS The Applicator shall submit evidence that the proposed roof system meets the requirements of the local building code and has been tested and approved or listed by the following test organizations. These requirements are minimum standards and no roofing work shall commence without written documentation of the system's compliance, as required in the "Submittals" section of this specification. [NOTE TO SPECIFIER. IF REQUIRED, SELECT FROM A, or 8 1-3, and C 1-3 BELOW,] A. System shall be designed to meet a minimum wind design requirements of the most recent version of ASCE 7. B. Factory Mutual Research Corporation (FM) - Norwood. MA 1. Class 1-60 (required for most situations) 2. Class 1-75 (for increased wind exposure) 3. Class 1-90 (for high wind exposure) C. Underwriters Laboratories, Inc. - Northbrook, IL 1. Class A assembly 2. Class B assembly 3. Class C assembly 1.05 PRODUCT DELIVERY, STORAGE AND HANDLING [NOTE TO SPECIFIER, IF REQUIRED, SELECT ITEM G BELOW.) A. All products delivered to the job site shall be in the original unopened containers or wrappings bearing all seals and approvals. B. Handle all materials to prevent damage. Place all materials on pallets and fully protect from moisture. C. Membrane rolls shall be stored lying down on pallets and fully protected from the weather with clean canvas tarpaulins. Unvented polyethylene tarpaulins are not accepted due to the accumulation of moisture beneath the tarpaulin in certain weather conditions that may affect the ease of membrane weldability. 2-09 6.2 L , .,,. From: 3202526939 Page: 18144 Date: 5119!2009 11:35:19 AM Sika Sarnafil Roofing Specification Manual 5327 RitinoBond S stem D. As a general rule all adhesives shall be stored at temperatures between 40 degree F (5 degree C) and 80 degree F (27 degree C). Read instructions contained on adhesive canister for specific storage instructions. E. All flammable materials shall be stored in a cool, dry area away from sparks and open flames. Follow precautions outlined on containers or supplied by material man ufacturer/supplier_ F. Any materials which the Owners representative or Sika Sarnafil determine to be damaged are to be removed from the job site and replaced at no cost to the Owner. G. The existing pvc roof membrane is to be recycled by the manufacturer of the replacement membrane. Applicator is responsible for all costs associated with removing the membrane, preparing it and loading it for shipment, according to the manufacturer's published procedures. 1.06 JOB CONDITIONS A. Sarnafil materials may be installed under certain adverse weather conditions but only after consultation with Sika Sarnafil, as installation time and system integrity may be affected. B. Only as much of the new roofing as can be made weathertight each day, including all flashing and detail work, shall be installed_ All seams shall be cleaned and heat welded before leaving the job site that day. C. All work shall be scheduled and executed without exposing the interior building areas to the effects of inclement weather. The existing building and its contents shall be protected against all risks. D. All surfaces to receive new insulation, membrane or flashings shall be dry. Should surface moisture occur, the Applicator shall provide the necessary equipment to dry the surface prior to application. E. All new and temporary construction, including equipment and accessories, shall be secured in such a manner as to preclude wind blow -off and subsequent roof or equipment damage. F. Uninterrupted waterstops shall be installed at the end of each day's work and shall be completely removed before proceeding with the next day's work. Waterstops shall not emit dangerous or unsafe fumes and shall not remain in contact with the finished roof as the installation progresses. Contaminated membrane shall be replaced at no cost to the Owner. G. The Applicator is cautioned that certain Sarnard membranes are incompatible with asphalt, coal tar, heavy oils, roofing cements, creosote and some preservative materials. Such materials shall not remain in contact with Sarnafil membranes. The Applicator shall consult Sika Sarnafil regarding compatibility, precautions and recommendations. H. Arrange work sequence to avoid use of newly constructed roofing as a walking surface or for equipment movement and storage. Where such access is absolutely required, the Applicator shall provide all necessary protection and barriers to segregate the work area and to prevent damage to adjacent areas. A substantial protection layer consisting of plywood over Sarnafelt or plywood over insulation board shall be provided for all new and existing roof areas that receive rooftop traffic during construction. I, Prior to and during application, all dirt, debris and dust shall be removed from surfaces by vacuuming, sweeping, blowing with compressed air or similar methods. J. The Applicator shall follow all safety regulations as required by OSHA and any other applicable authority having jurisdiction. K. All roofing, insulation, flashings and metal work removed during construction shall be immediately taken off site to a legal dumping area authorized to receive such materials. Hazardous materials, such as materials containing asbestos, are to be removed and disposed of in strict accordance with applicable City, State and Federal requirements. L From: 3202526939 Page: 19/44 Date: 5/19/2009 11:35:20 AM Sika Sarnafil Roofing Specification Manual S327 RhinoRond System All new roofing waste material (i.e., scrap roof membrane, empty cans of adhesive) shall be immediately removed from the site by the Applicator and properly transported to a legal dumping area authorized to receive such material. M. The Applicator shall take precautions that storage and application of materials and equipment does not overload the roof deck or building structure. N. Installation of a Sarnafil membrane over coal tar pitch or a resaturated roof requires special consideration to protect the Sarnafil membrane from volatile fumes and materials. Consult Sika Sarnafil for precautions prior to bid. O. Flammable adhesives and deck primers shall not be stored and not be used in the vicinity of open flames, sparks and excessive heat. P. All rooftop contamination that is anticipated or that is occurring shall be reported to Sika Sarnafil to determine the corrective steps to be taken. Q. The Applicator shall verify that all roof drain lines are functioning correctly (not clogged or blocked) before starting work. Applicator shall report any such blockages in writing (letter copy to Sika Sarnafil) to the Owner's Representative for corrective action prior to the installation of the Sika Sarnafil roof system, R. Applicator shall immediately stop work if any unusual or concealed condition Is discovered and shall immediately notify Owner of such condition in writing for correction at the Owner's expense (letter copy to Sika Sarnafil). S. Site cleanup, including both Interior and exterior building areas that have been affected by construction, shall be completed to the Owner's satisfaction. T. All landscaped areas damaged by construction activities shall be repaired at no cost to the Owner. U. The Applicator shall conduct fastener pullout tests in accordance with the latest version of the SPRI/ANSI Fastener Pullout Standard to verify condition of the deck/substrate and to confirm expected pullout values. V. The Sarnafil membrane shall not be installed under the following conditions without consulting Sika Sarnafil's Technical Dept. for precautionary steps: 1. The roof assembly permits interior air to pressurize the membrane underside. 2. Any exterior wall has 10 percent or more of the surface area comprised of opening doors or windows, 3. The wall/deck intersection permits air entry into the wall flashing area, W. Precautions shall be taken when using Sarnacol adhesives at or near rooftop vents or air intakes. Adhesive odors could enter the building. Coordinate the operation of vents and air intakes In such a manner as to avoid the intake of adhesive odor while ventilating the building. Keep lids on unused cans at all times. X. Protective wear shall be worn when using solvents or adhesives or as required by job conditions Y. Sarnafil membranes are slippery when wet or covered with snow, frost, or ice. Working on surfaces under these conditions is hazardous. Appropriate safety measures must be implemented prior to working on such surfaces. Always follow OSHA and other relevant fall protection standards when working on roofs. 1,07 BIDDING REQUIREMENTS A. Q(Pre-Bid Meeting: J�1 pre-bid meeting shall be held with the Owner's Representative and involved trades to discuss all aspects of the project. The Applicator's field representative or roofing foreman for the work shall be in attendance. Procedures to avoid rooftop damage by other trades shall be determined. 2.09 5-4 L From: 3202526939 Page: 20/44 Date: 5/19/2009 11:35:20 AM Sika Sarnafil Roofing Specification Manual 5327 Rhi'no6ond Svstem B. Site Visit: Bidders shall visit the site and carefully examine the areas in question as to conditions that may affect proper execution of the work. All dimensions and quantities shall be determined or verified by the Applicator. No claims for extra costs will be allowed because of lack of full knowledge of the existing conditions unless agreed to in advance with the Owner or Owner's Representative. 1,08 WARRANTIES (NOTE TO SPECIFIER: SELECT A, B, OR C. D AND E SHOULD ALWAYS RE SPECIFIED.) A. Sika Sarnafil Membrane Warranty Upon successful completion of the work to Sika Sarnafil's satisfaction and receipt of final payment, the Sika Sarnafil Membrane Warranty shall be issued. B. Sika Sarnafil Standard Warranty Upon successful completion of the work to Sika Sarnafil's satisfaction and receipt of final payment, the Sika Sarnafil Standard Warranty shall be issued. C. Sika Sarnafil System Warranty (only products purchased from Sika Sarnafil are covered under System Warranty) Upon successful completion of the work to Sika Sarnafil's satisfaction and receipt of final payment, the Sika Sarnafil System Warranty shall be issued. D. Applicator/Roofing Contractor Warranty Applicator shall supply Owner with a separate workmanship warranty. In the event any work related to roofing, flashing, or metal is found to be within the Applicator warranty term, defective or otherwise not in accordance with Contract Documents, the Applicator shall repair that defect at no cost to Owner. Applicator's warranty obligation shall run directly to Owner, and a copy shall be sent to Sika Sarnafil. E. Owner Responsibility Owner shall notify both Sika Sarnafil and the Applicator of any leaks as they occur during the time period when both warranties are in effect. 1.09 WARRANTY DURATIONS [NOTE TO SPECIFIER: SPECIFY EITHER 5, 10, OR 15 YEAR DURATION BELOW FOR SIKA SARNAFIL WARRANTY] A. Sika Sarnafil's warranty shall be in effect fora year duration. [NOTE TO SPECIFIER: SPECIFY EITHER 2 OR 5 YEAR DURATION BELOW FOR APPLICATORIROOFING CONTRACTOR WARRANTY. A FIVE YEAR DURATION IS REQUIRED BY SIKA SARNAPIL FOR PROJECTS REQUIRING A SIKA SARNAFIL WARRANTY DURATION GREATER THAN YI=N (10) YEARS,] B. Applicator's/Roofing Contractor's Warranty shall be in effect fora year duration. PART 2 - PRODUCTS 2.01 GENERAL A. The components of the Sika Sarnafil RhinoBond-attached roof system are to be products of Sika Sarnafil as indicated on the Detail Drawings and specified in the Contract Documents - 2 -09 6.6 `roma526939 Page: 21/44 Date: 5/19/2009 11:35:20 AM , ? , 02 —.1 „1 S11r6 Sarnafil Roofing Specification Manual S327 RhinoBond System R. Components to be used that are other than those supplied or manufactured by Sika Sarnafil may be submitted for review and acceptance by Sika Sarnafil_ Sika Sarnafil's acceptance of any other product is only for a determination of compatibility with Sika Sarnafil products and not for inclusion in the Sika Sarnafil warranty. The specifications, installation instructions, limitations, and restrictions of the respective manufacturers must be reviewed by the Owners Representative for acceptability for the intended use with Sika Sarnafil products. C. Manufacturer to have a minimum of two years experience recycling their membranes at the end of their service life back into new membrane products. Provide a minimum of five reference projects. D. Condensation or moisture migration into the roof system must be controlled so that it does not compromise the performance of the insulation and other components of the assembly. Moisture vapor tends to migrate from warmer to cooler areas. Air/vapor retarders are used to inhibit or block the flow of warm moist air into the roof system. To determine if an air/vapor barrier is necessary, a design professional with experience with air handling and moisture control should be consulted. Special consideration should be given to construction related moisture. An example is the significant amount of moisture generated when concrete floor slabs are poured after the roof has been installed. Sika Sarnafil is not responsible for damage to the insulation when exposed to construction related moisture. 2.02 MEMBRANE A. Sarnafil 5327 polyester reinforced membrane with a lacquer coating. B. Membrane shall conform to ASTM D4434 (latest version), "Standard for Polyvinyl Chloride Sheet Roofing," Classification: Type III. [NOTE TO SPECIFIER: VARIOUS SARNAFIL 5327 MEMBRANES ARE LISTED. GENERALLY PHYSICAL PROPERTIES SUCH AS PUNCTURE RESISTANCE INCREASE AS MEMBRANE THICKNESS INCREASES. SELECT APPROPRIATE PRODUCT.] 1. ToS33-� 4�mit ('I`2 mm), thermop astir membrane with polyester reinforcement. 2. ioS327-15, 60 mil (1.5 mm), thermoplastic membrane with polyester reinforcement, 3. v=7=1Z, 72-miF-(4.t3-mm), thermoplastic membrane with polyester reinforcement. 4. - -mm), thermoplastic membrane with polyester reinforcement. [NOTE TO SPECIFIER, ADD ONE OF THE FOLLOWING WIDTHS TO THE ITEM SELECTED IN 2.02, B, 1-4: 10 FEET (3.0 M), 5 FEET (1.5 M), OR 6.56 FEET (2 M)] C. Certified Polymer Thickness [(OPTIONAL) NOTE TO SPECIFIER: - TO CERTIFY POLYMER THICKNESS INCLUDE 2.02, C, 1.] 1. Membrane manufacturer is to certify that the polymer thickness is of the polymer thickness specified (see 2.02, B, 1-4)_ Certification is to be signed by the membrane manufacturers quality control manager. ASTM */- tolerance for membrane thickness is not accepted. D. Color of Membrane [NOTE TO SPECIFIER: SARNAFIL'S ENERGYSMART ROOF MEMBRANE IS AN ENERGY STAR LISTED PRODUCT. SPECIFY ENERGYSMART ROOF MEMBRANE= UNLESS A SPECIAL COLOR IS REQUIRED.] 1. EnergySmart (white), initial reflectivity of 0.83, initial emissivity 0.90, solar reflective index (SRI) of X104. 2. Other 2-09 5.6 ` From: 3202526939 Page: 22/44 Date: 5/19/2009 11:35:21 AM Sika Sarnafil Roofing Specification Manual S327 RhinoBond System E. Typical Physical Properties [NOTE TO SPECIFIER: LIST MIL THICKNESS OF MEMBRANE DESIRED — TOP ITEM SHOWN UNDER PHYSICAL PROPERTIES.] Parameters Reinforcing Material Overall Thickness, min., inches (mm) Breaking Strength, min., Ibffin. (KN/m) Elongation at Break, min. Seam strength, min. (% of breaking strength) Retention of Properties After Heat Aging Breaking Strength, min., (% of original) Elongation, min., (% of original) Tearing Strength, min., Ibf (N) Low Temperature Bend, -40°F (-40°C) Accelerated Weathering Test (f=lorescent Light, UV exposure) Cracking (7x magnification) Discoloration (by observation) Crazing (7 x magnification) Linear Dimensional Change Weight Change After Immersion In Water Static Puncture Resistance, 33 Ibf (15 kg) Dynamic Puncture Resistance, 14.7 ft-Ibf (20 J) ASTM Minimum ASTM Sarnafil Typical Test Method Requirement Physical Properties - Polyester 0751 0.045 (1.14) (0.0 inches] D751 200 (35.0) 23_0(40,0) 0751 15% 20% 0751 75 85 D3045 - - D751 90 95 D751 g0 90 D1004 45.0 (200) 50 (220) 02136 Pass Pass G154 5,000 Hours Pass - None None - Negligible Negligible - None None D1204 0.5% max. 0.1% D570 + 3.0% max. 2.5% D5602 Pass Pass D5635 Pass Pass Failure occurs through membrane rupture not seam failure. Physical Pfoperiles shown are prior to applying fell backing, if specified. 2.03 FLASHING MATERIALS A. Wall/Curb Flashing 1. Sarnafil G410 Membrane A fiberglass reinforced membrane adhered to approved substrate using Sarnacol adhesive. Consult Product Data Sheets for adhesive options and additional information. 2. Sarnafil G459 Membrane An asphalt -resistant, Fberglass reinforced membrane adhered to approved substrate using Sarnacol adhesive. Consult Product Data Sheet for adhesive rates and additional information. 3. arnafil 8327 Membrane Vl A polyester reinforced membrane used for mechanically -attached flashings to approved substrate using Samadisc or Sarnabar. Consult Product Data Sheet for additional information, 4. Sarnaclad A PVC -coated, heat -weldable sheet metal capable of being formed into a variety of shapes and profiles. Sarnaclad is a 24 gauge, G90 galvanized metal sheet with a 20 mil (0.5 mm) unsupported Sarnafil membrane laminated on one side. The dimensions of Sarnaclad are 4 ft x 8 ft (1.2 m x 2.4 m) or 4 ft x 10 ft (1.2 m x 3.0 m). Consult Product Data Sheet for additional information. B. Perimeter Edge Flashing [NOTE TO SPECIFIER: SELECT 1, 2, 3, OR 4 AND SPECIFY COLOR.] 1. Edge -rite Flashing 2.09 6-7 w02526939 Page: 23/44 Date: 5/19/2009 11:35:21 AM From: 32 Sika Sarnafil Roofing Specification Manual S327 RhinoBond System C. A prefabricated perimeter edge attachment and fascia assembly provided by Sika Sarnafil. Edge-Tite is made from three distinct parts. The (base) rail is made of formed 0.050 inch (1.3 mm) thick, 5052- H32 mill -finish alloy aluminum in 12 foot (3.6 m) lengths, provided with predrilled fastening holes. The spring clips are 6 inches (152 mm) wide and made from 0.020 inch (0.5 mm) stainless steel. The snap -on fascia is made from 24 gauge (0.6 mm) G90 steel or from 0.040 inch (1.0 mm) aluminum in 12 foot (3.6 m) lengths. Edge-Tite is available in a variety of fascia widths_ Color and fascia metal shall be . Consult product Data Sheet for additional information_ 2. Anchor-Tite Flashing A heavy-duty prefabricated perimeter edge attachment and fascia assembly provided by Sika Sarnafil. Anchor-Tite is made of two distinct parts. The anchor bar is extruded 0.125 inch (3.0 m) thick from 6063-T6 alloy aluminum in 12 foot (3.5 mm) lengths, provided with predrilled fastening holes. Snap -on fascia covers are formed from either 24 gauge galvanized steel with Kynar or 0.40 inch (10 mm) aluminum with Kynar, anodized or mill finish. Anchor -Tice is available in a variety of fascia widths. Color and fascia metal type shall be 3. Sarnaclad A PVC -coated, heat -weldable sheet metal capable of being formed Into a variety of shapes and profiles. Sarnaclad is a 24 gauge, G90 galvanized metal sheet with a 20 mil (0.5 mm) unsupported Sarnafil membrane laminated on one side. The dimensions of Sarnaclad are 4 ft x 8 ft (1.2 m x 2.4 m) or 4 ft x 10 ft (1.2 m x 3.0 m). Consult Product Data Sheet for additional information. 4. Non -Typical Edge Project -specific perimeter edge detail reviewed and accepted Technical Department. Consult Regional Technical Manager consideration for acceptance_ Miscellaneous Flashing 1. Samaflash for one-time use by Sika Sarnafil's prior to job start for review and A prefabricated expansion joint cover made from Sarnaril membrane. Sarnaflash is designed for securement to vertical or horizontal surfaces to span and accommodate the movement of expansion gaps from 1 inch to 4-1/2 inches (25 mm to 114 mm) across. Available in 40 foot (12 m) rolls. Consult Product Data Sheet for additional information. 2. Sarnareglet A heavy-duty, extruded aluminum flashing termination reglet used at walls and large curbs. Sarnareglet is produced from 6063-T5, 0.10 inch - 0.12 inch (2.5 mm - 3.0 mm) thick extruded aluminum. Sarnareglet has a 2-1/4 inch (57 mm) deep profile, and is provided in 10 foot (3 m) lengths, Use prefabricated Sarnareglet mitered inside and outside corners where walls intersect. Consult Product Data Sheet for additional information_ 3. Sarnastack A prefabricated vent pipe flashing made From 0.048 Inch (48 miU1.2 mm) thick Sarnafil G410 membrane. Available in five different sizes. Consult Product Data Sheet for sizes and additional information. 4. Sarnadrain-RAC PVC -coated, heavy-duty aluminum roof drain insert that mechanically seals to the drainpipe interior. Sarnadrain-RAC is made of 0.080 inch (2 mm) thick 6063 aluminum with a urethane seal installed at the end of the drainpipe. The large 14 inch x 14 inch (0.36 m x 0.36 m) drain strainer is also made of 0.080 inch (2 mm) thick aluminum stock. The flange dimensions of Sarnadrain-RAG are 18 inches x 18 inches (0.46 m x 0.46 m). Consult Product Data Sheet for sizes and additional information. 2-09 g.g L L From: 3202526939 Page: 24/44 Date: 5/19/2009 11:35:21 AM Sika Sarnafil Roofikq Specification Manual 5327 RhinoBond System 5. Sarnacircle"S" Circular 0.048 inch (48 mil/12 mm) thick S327 membrane patch welded over T -joints Formed by overlapping thick membranes. 6. Sarnacorners - Universal Prefabricated outside and inside flashing corners made of 0.060 inch (60 mil/1.5 mm) thick membrane that are heat -welded to membrane or Sarnaclad base flashings. Available in one size which accommodate both inside and outside corners. Can be cut into one inside or one outside corner. Consult Product Data Sheet for additional information. 7. Multi -Purpose Sealant A proprietary sealant used at Bashing terminations. Consult Product Data Sheet for additional information_ 8. Sarnacol 2165 Adhesive A two -component urethane adhesive used for pitch pocket filler. Cures with excellent elasticity and adhesion to various surfaces. Consult Product Data Sheet for additional information, 9. Sarnacol 2170 Adhesive A solvent -based reactivating -type adhesive used to attach membrane to flashing substrate. Consult Product Data Sheets for additional information. 10. S327 Coverstrip 8 inch (0.20 m) wide precut flashing made from Sarnatil S327 polyester reinforced membrane. Used to coverstrip Sarnabar and Sarnadisc. 2.04 INSULATIONIOVERLAYMENT/BARRIER BOARD (NOTE TO SPECIFIER:] Condensation or moisture migration into the roof system must be controlled so that it does not compromise the performance of the insulation and other components of the assembly. Moisture vapor tends to migrate from warmer to cooler areas. Air/vapor retarders are used to inhibit or block the flow of warm moist air into the roof system. To determine If an air/vapor barrier is necessary, a design professional with experience with air handling and moisture control should be consulted. Special consideration should be given to construction related moisture. An example is the significant amount of moisture generated when concrete floor slabs are poured after the roof has been installed. Sika Sarnafil is not responsible for damage to insulation when exposed to construction related moisture. A. Sarnatherm A rigid isocyanurate foam insulation with black mat facers. Available in 4 x 4 ft (1.2 x 12 m) or 4 x 8 ft (1.2 x 2.4 m) sizes and various thicknesses. Consult Product Data Sheet for additional information. a. Sarnatherm EPS y Expanded polystyrene closed -cell foam insulation. Available in �ftxra4 ft 1 x 1.2 m) or 4 ft x 8 ft (1.2 m x 2.4 m) sizes and various thicknesses. A ne minimuanurate r gypsum based thermal barrier must be placed between styrene boards and Sarnafil mve. Sarnatherm EPS insulation is for use beneath the waterproofing layer, Not allowed direct to steel deck for FM Insured buildings, an approved thermal barrier must be installed between the EPS and deck. Consult Product Data Sheets for additional information. 2-09 6.9 ` L From: 3202526939 Page: 25/44 Date: 5/19/2009 11:35:22 AM Sikh Sarnafil Roofinq Specification Manual S327 RhinoRond System C. Sarnatherm EXPS Extruded polystyrene closed -cell foam insulatihn, 1.2 m x 1.2 m) or 4 ft x 8 ft (1.2 m x 2.4 M) sizes and various thicknesses. A minimum isocyanura r gypsum based thermal barrier must be placed between styrene boararnafil mem rane. of allowed direct to steel deck for FM Insured buildings, an approved thermal barrier must be Installed between the EXPS and deck_ Consult Product Data Sheets for additional information. [NOTE TO SPECIFIER: SELECT ONLY ONE TYPE OF INSULATION TO SPECIFY.] D. DensDeck AA siliconized gypsum, fire -tested hardboard with glass -mat facers_ DensDeck is provided in 4 ft x 4 ft (1.2 m x 1.2 m) or 4 ft x 8 ft (1.2 m x 2.4 m) board size and in thicknesses of 114 inch, 1/2 inch and 5/8 inch (13 mm, 13 mm or 16 mm). Consult Product Data Sheet for size, thickness and additional information. E. Securock A fire -tested, homogenous fiber reinforced gypsum roof board. Securock is provided in 4 feet x 4 feet \ (1.2 m x 1.2 m) and 4 feet x 8 feet (1.2 m x 2.4 m) board sizes and In thicknesses of 1/4 inch (6.6 mm), 318 inch (9.5 mm), 112 inch (12.7 mm) and 5/8 inch (15.9 mm). Consult Product Data Sheet for size, thickness and additional information. 2.05 ATTACHMENT COMPONENTS A. Sarnaplate a C Ili E. Used with various Sarnafasteners to attach insulation boards to the roof deck. Sarnaplate is a 3 inch (75 mm) square or round, 26 gauge stamping of SAE 1010 steel with an AZ 55 Galvalume coating. Consult Product Data Sheet for additional information. Sarnaplate-Preassembled Combination of a 3 inch (75 mm) round plate and a #12 fastener used to attach insulation boards to steel roof decks. Sarnaplate-Preassembled consists of a 3 inch (75 mm) round, 26 gauge stamping of SAE 1010 steel with an AZ 55 Galvalume coating and Sarnafastener #12 with modified buttress thread. The fastener shank diameter is approximately 0.168 inch (4 mm) and the thread diameter is approximately 0.214 inch (5 mm). Consult Product Data Sheet for additional information. Sarnadisc RhinoBond A high strength plate with a polymer coating used with various Sarnafasteners to attach insulation boards to the roof deck and as a substrate to induction weld the S327 membrane. Sarnadisc is a 3 inch (75 mm) round, 22 gauge corrosion resistant steel plate. Consult Product Data Sheet for additional information_ Sarnafastener #12 A #12 corrosion -resistant fastener used with Sarnaplates to attach insulation boards to steel roof decks. Sarnafastener #12 has a modified buttress thread, a shank diameter of approximately 0. 168 inch (4 mm) and a thread diameter of approximately 0.214 inch (5 mm)_ The driving head has a diameter of approximately 0.435 inch (11 mm) with a #3 Phillips recess for positive engagement. Not to be used to fasten Sarnadisc RhinoBond plates. Consult Product Data Sheet for additional information. Sarnafastener-XP A #15, heavy-duty, corrosion -resistant fastener used with Sarnaplate to attach insulation or Sarnadisc, Sarnadisc-XPN and Sarnabar to attach Sarnafil S327 roof membrane to steel roof decks. Sarnafastener- XP has a shank diameter of approximately 0.21 inch (5.3 mm) and the thread diameter is approximately 2-09 5.10 From: 3202526939 Page: 26/44 Date: 5/19/2009 11:35:22 AM Sika Sarnafil Roofing Specification Manual 5327 Rh/noBond System 0.26 inch (6.6 mm). The driving head has a diameter of approximately 0.435 inch (11 mm) with a 43 Phillips recess for positive engagement. Consult Product Data Sheet for additional information. Sarnafastener-MAXLoad A specially designed, heavy-duty, corrosion -resistant fastener used with the Sarnarail polymeric batten strip to clamp Sarnafil S327 roof membrane to roof decks. Sarnafastener-MAXLoad may also be used to secure Sarnadisc-MAXLoad and Sarnatil S327 roof membrane to roof decks. Sarnafastener-MAXLoad has a shank diameter of approximately 0.26 inch (6.6 mm) and a thread diameter of approximately 0,33 Inch (8.4 mm). The driving head has a diameter of approximately 0.66 inch (16.8 mm) with a #3 Phillips recess for positive engagement and simplicity of application. Consult Product Data Sheet for additional information_ 2,06 DECK PRIMERS A. Sarnavap Self -Adhered Primer \ A solvent -based primer designed for use with Sarnavap Self -Adhered vapor barrier to prime wood, r 1 concrete, lightweight concrete, gypsum boards and decks, and DensDeck boards prior to application of \, J4 Sarnavap Self -Adhered vapor barrier. Consult Product Data Sheet for additional information. !; B. Sarnavap Self -Adhered Primer WB A water-based primer designed for use with Sarnavap Self -Adhered vapor barrier to promote adhesion to most substrates. Particularly recommended when use of solvent -based primer is not advised or permitted, however the ambient temperature must be 41 degree F (5 degree C) and rising. Consult Product Data Sheet for additional Information. 2.07 WALKWAY PROTECTION [NOTE TO SPECIFIER: SELECT ONE TYPE OF WALKWAY.] Sarnatred A polyester reinforced, 0.096 inch (96 mil/2.4 mm), weldable membrane with surface embossment. Used as a protection layer from rooftop traffic. Sarnatred is supplied in rolls of 39.3 inches (1.0 m) wide and 32.8 feet (10 m) long. Consult Product Data Sheet for additional information. B. Crossgrip Walkway A rolled -out walkway protection mat used to protect Sarnafil roofing membrane from mechanical abuse_ Crossgrip Walkway is 9/16 inch (14 mm) thick flexible pvc with a heavily textured surface. Crossgrip Walkway is loose laid on top of completed Sika Sarnafil roof assemblies. Where design windspeeds exceed 94 mph (150 km/h) the walkway must be secured with loops of Sarnafil membrane welded to the field sheet. Consult Product Data Sheet for additional information. C. Sand -Coated Walkway A fiberglass reinforced, 60 mil, weldable membrane with a thick sand -based coating on top. Net dimensions are approximately 150 mil (4 mm) thick by 26 inches (0.6 m), 39 inches (1.0 m), 78 inches (2.0 m) wide with varying lengths. The standard length is 32 feet (10 m)_ Consult Product Data Sheet for additional information. 2.08 VAPOR BARRIER Sarnavap-10 A 10 mil (0.25 mm) thick polyethylene vapor barrier/air barrier. Sarnavap-10 is supplied in a folded panel that is rolled onto a core. The core width is 5 feet (1,5 m), When unrolled off the core and unfolded, the 2-69 6.11 J L J From: 3202526939 Page: 27/44 Date: 5/19/2009 11:35:22 AM Slka Sarnafll Roofing Saecification Manual S327 RhinoBond System sheet dimensions are 20 feet (6.9 m) wide by 100 feet (33 m) long. Consult Product Data Sheet for additional information. E. Sarnavap Self -Adhered 1 A 32 mil (0.8 mm) self-adhesive vapor barrier that can also serve as temporary roof protection. Sarnavap 1, Self -Adhered is available in rolls 44.9 inches x 133.8 feet (1.14 x 40.8 m). Consult Product Data Sheet for additional information. 2.09 MISCELLANEOUS ACCESSORIES F. Aluminum Tape A 2 inch (50 mm) wide pressure -sensitive aluminum tape used as a separation layer between small areas of asphalt contamination and the membrane and as a bond -breaker under the coverstrip at Sarnaclad joints. G Sealing Tape Strip Compressible foam with pressure -sensitive adhesive on one side. Used with metal flashings as a preventive measure against air and wind blown moisture entry. H. Multi -Purpose Tape A high performance sealant tape used with metal flashings as a preventive measure against air and wind blown moisture entry. I. RhinoBond Induction Welder A 110 volt induction welding device that creates a radio frequency that allows the membrane to be welded to a specially coated plate. J. Sarnamatic 641 mc. or 661 220 volt, self-propelled, hot-air welding machine used to seal SarnaFl membrane seams. K. Sarnasolv A high quality solvent cleaner used for the general cleaning of residual asphalt, scuff marks, etc., from the membrane surface. Sarnasolv is also used daily to clean seam areas prior to hot-air welding in tear off or dirty conditions or if the membrane is not welded the same day it is unrolled. Consult Product Data Sheet for additional information. L. Perimeter Warning Tape Designed for use on PVC membranes as a reflective, highly visible pressure sensitive tape used to draw attention to roof perimeters and potential hazardous areas. The tape is available in 2 inch wide rolls by 30 feet long and comes on a release liner for easy application. Perimeter Warning Tape exceeds reflectivity 3 requirements and Federal spec. L -S-300, Class 1. JB.10 SEALANTS AND PITCH POCKET FILLESRS. Sarnafil Multi -Purpose Sealant (for termination details). Sarnacol 2165 Adhesive (two -component urethane adhesive for pitch pocket toppings). 2-09 5.12 From: 3202526939 Page: 28/44 Date: 5/19/2009 11:35:23 AM Sika Sarnafil Roofing Specification Manual S327 RhinoBond System C. Depending on substrates, the following sealants are options for temporary overnight tie-ins: 1. Type III hot asphalt conforming to ASTM x312 (latest version)_ 2, Sarnacol 2185 Adhesive, 3. Multiple layers of roofing cement and felt, 4. Spray -applied, water-resistant urethane foam. 5. Mechanical attachment with rigid bars and compressed sealant. 2.11 MISCELLANEOUS FASTENERS AND ANCHORS A. All fasteners, anchors, nails, straps, bars, etc. shall be post -galvanized steel, aluminum or stainless steel. Mixing metal types and methods of contact shall be assembled in such a manner as to avoid galvanic corrosion. Fasteners for attachment of metal to masonry shall be expansion type fasteners with stainless steel pins. All concrete fasteners and anchors shall have a minimum embedment of 1-114 inch (32 mm) and shall be approved for such use by the fastener manufacturer. All miscellaneous wood fasteners and anchors used for flashings shall have a minimum embedment of 1 inch (25 mm) and shall be approved for such use by the fastener manufacturer. 2.12 RELATED MATERIALS A. Wood Nailer Treated wood nailers shall be installed into the structural purlins at the perimeter ofthe entire roof and around such other roof projections and penetrations as specified on Project Drawings. Thickness of nailers must match the insulation thickness to achieve a smooth transition. Wood nailers shall be treated for fire and rot resistance (wolmanized or osmose treated) and be #2 quality or better lumber. Creosote or asphalt -treated wood is not acceptable. Wood nallers shall conform to Factory Mutual Loss Prevention //Data Sheet 1-49, All wood shall have a maximum moisture content of 19 percent by weight on a dry - weight basis. t3. / Plywood When bonding directly to plywood, a minimum 1/2 inch (12 mm) COX (C side out), smooth -surfaced exterior grade plywood with exterior grade glue shall be used. Rough -surfaced plywood or high fastener heads will require the use of Sarnafelt behind the flashing membrane. Plywood shall have a maximum moisture content of 19 percent by weight on a dry weight basis. PART 3 - EXECUTION 3,01 PRE -CONSTRUCTION CONFERENCE A. The Applicator, Owner's Representative/Designer and Manufacturer(s) shall attend a pre -construction conference. 8 The meeting shall discuss all aspects of the project Including but not limited to: 1. Safety 2. Set up 3. Construction schedule 4. Contract conditions 5. Coordination of the work 3.02 SUBSTRATE= CONDITION A. Applicator shall be responsible for acceptance or provision of proper substrate to receive new roofing materials. B, Applicator shall verify that the work done under related sections meets the following conditions: 2-09 5-13 L From: 3202526939 Page: 29/44 Date: 5/19/2009 11:35:23 AM _'. " .11, ..� . . , �Q 11.1 i i i 1 1 . mo i. i i Sika Sarnaffl Roofina Specification Manual S327 RhinoBond System 1. Roof drains, gutters and scuppers have been reconditioned or replaced and installed properly. 2. Roof curbs, nailers, equipment supports, vents and other roof penetrations are properly secured and prepared to receive new roofing materials. 3. All surfaces are smooth and free of dirt, debris and incompatible materials. 4. All roof surfaces shall be free of water, ice and snow_ 3.03 SUBSTRATE PREPERATION The roof deck and existing roof construction must be structurally sound to provide support for the new roof system. The Applicator shall load materials on the rooftop in such a manner as to eliminate risk of deck overload due to concentrated weight. The Owner's Representative shall ensure that the roof deck is secured to the structural framing according to local building code and In such a manner as to resist all anticipated wind loads in that location. A. New Construction 1. Steel Deck: a) FM approved steel deck - The roof deck shall be 22 gauge (minimum) grade E and shall conform and be installed to meet the latest revision of FM's Loss Prevention Data Sheet 1-28 and the local code's current requirements. b) Non -FM approved steel deck - The roof deck shall be 24 gauge (minimum) grade D and shall conform and be installed to the local code's current requirements. 2. Wood deck: a) FM approved wood deck - The roof deck shall be minimum 2 inch (50 mm) thick lumber or 3/4 inch (19 mm) thick treated plywood. The deck shall conform to FM requirements for Class 1 fire - retardant and rot -resistant wood decks. Deck shall be installed according to FM and local code requirements. b) Non -FM approved wood deck - The roof deck shall be minimum 1-1/2 inch (38 mm) thick lumber or 15132 inch (12 mm) thick plywood, Deck shall be installed according to local code requirements. Contact Sika Sarnafil Technical for fastening patterns and methods. 3_ Poured Lightweight (Cellular) Concrete Substrate: The lightweight concrete shall be installed by a trained lightweight concrete Applicator in accordance with the lightweight concrete manufacturer's requirements and industry practice. The surface shall be sealed with a water-based sealer accepted by the lightweight concrete manufacturer to create a surface free from dust and loose material. The wet and dry densities shall be in accordance with the manufacturer's and FM's (If applicable) requirements. Sharp ridges or other projections above the surface shall be removed before roofing. An insulation recover board is required as a substrate to adhere to. Fastening shall be into the structural deck below the lightweight concrete (see steellconcrete deck requirements). 4. Poured Structural Concrete Deck: The roof deck shall be installed and cured in accordance with industry standards. The surface shall have a smooth and level finish and shall be free of dust, excess moisture, oil-based curing agents G4" loose debris. Sharp ridges or other projections above the surface shall be removed before roofing_ An insulation recover board is required. 5. Insulating Fill Substrate: The lightweight fill shall be installed by a trained lightweight fill Applicator in accordance with the htwelght fill manufacturer's requirements and industry practice. The surface shall be free from dust d loose fragments, be smooth, level, and free from moisture. Sharp ridges or other projections above the surface shall be removed before roofing. Proper venting as recommended by the roof 2.09 6.14 From: 3202526939 Page: 30/44 Date: 5/19/2009 11:35:23 AM Sika Sarnafil Roofing Specification Manual S327 RhinoBond System deck manufacturer shall be provided. An insulation recover board is required as a substrate to adhere to. Fastening shall be into the structural deck below the insulating fill (see steel/concrete deck requirements). B. Reroofing with Removal of Existing Bitumen Roofing General Criteria All existing roofing, base flashing, deteriorated wood blocking or deteriorated metal flashings shall be removed. Remove only that amount or roofing and flashing which can be made weathertight with new materials during a one -day period or before the onset of inclement weather. 1. Steel Deck; a) FM Approved Steel Deck - All rusted or deteriorated decking shall be brought to the attention of the Owner's Representative and FM to determine method of treatment or replacement. Surface - only rusted metal shall be sanded and treated with rust -inhibiting paint. Sections that have rusted deeper than the surface or are not structurally sound shall be removed and replaced. The use and type of steel roof deck construction shall conform to FM's recommendations as outlined in FM Loss Prevention data Sheet 1-28 and local requirements. Nan -FM Approved Steel Deck - All rusted or deteriorated decking shall be brought to the attention of the Owners Representative to determine method of treatment or replacement. Surface -only rusted metal shall be sanded and treated with rust -inhibiting paint. Sections that have rusted deeper than the surface or are not structurally sound shall be removed and replaced. Deck type shall match existing and the attachment shall conform to local code requirements_ 2. Wood Deck: a) FM Approved Wood Deck - All rotted or deteriorated wood shall be removed and replaced. The deck thickness shall be 2 inch (50 mm) minimum lumber or 3/4 inch (19 mm) plywood. The deck shall conform to FM's requirements for Class 1 wood decks_ Deck attachment shall conform to FM and local code requirements. Fastener heads shall be recessed into the wood surface. b) Nan -FM Approved Wood Deck - All rotted or deteriorated wood shall be removed and replaced. The deck thickness shall be 1-112 inch (38 mm) lumber or 15/32 (12 mm) plywood or match existing deck if greater. Deck type and attachment shall conform to local code requirements. Fastener heads shall be recessed into the wood surface. 3. Poured Structural Concrete Deck: he roof deck shall be smooth, even, free of dust, dirt, excess moisture or oil and be structurally sound. Sharp ridges, other projections and accumulations of bitumen above the surface shall be removed to ensure a smooth surface before roofing. Any deteriorated decking shall be repaired. t5. 4_ Poured Lightweight Concrete Substrate: The roof deck shall be smooth, even, free of dust, dirt, excess moisture or oil and be structurally sound. Sharp ridges, other projections and accumulations of bitumen above the surface shall be removed to ensure a smooth surface before roofing. Any deteriorated decking shall be repaired. Insulating Fill Substrate: All wet or deteriorated insulating fill shall be removed and replaced. All accumulations of bitumen shall be removed and the surface of the deck shall be smooth, and free of ridges and depressions. See steel/concrete requirements. C. Reroofing with Removal of Existing Single -Ply Roofing [NOTE TO SPECIFIER, SELECT C OR b,] 2.09 6-16 From: 3202526939 Page: 31/44 Date: 5/19/2009 11:35:24 AM Sika Sarnafil Roofing Specification Manual 5327 RhinoBond System General Criteria: The Owner's Representative and Applicator shall determine the condition of the roof deck and existing insulation. Deteriorated decking or wet or deteriorated materials are to be removed and replaced. After removal of single -ply roof, inspect insulation boards and reuse only if dry and in stable condition. Add a Sika Sarnafil approved recover board or new insulation board. Fasten recover board or top layer of insulation in accordance with Sika Sarnafil's requirements. The existing pvc roof membrane is to be recycled by the manufacturer of the replacement membrane. Applicator is responsible for all costs associated with removing the membrane, preparing it and loading it for shipment, according to the manufacturer's published procedures. D, Reroofing Over Existing Single Ply Roofing General Criteria: The Owner's Representative and Applicator shall determine the condition of the roof deck and existing insulation. Deteriorated decking or wet or deteriorated materials are to be removed and replaced. Remove all debris from the existing single -ply roof and cut into 10 ft x 14 ft panels (3 m x 3 m). Install a layer of Sika Sarnafil approved recover board or a new insulation board over the fastened 10 ft x 10 ft (3 m x 3 m) panels and then fasten the board according to Sika Sarnafll's requirements. E. Reroofing Over Existing Bitumen Roofing General Criteria: The Owner's Representative and Applicator shall determine the condition of the existing roof deck and old roof system. Areas with deteriorated decking or wet materials are to be removed and replaced. 1. On graveled surfaces, all loose gravel and debris shall be removed by power brooming or vacuuming. All blisters shall be removed and sealed or cut, fastened down and sealed. Any accumulation of bitumen or other Irregularities shall be scratched and removed so as to produce a smooth surface. 2. On smooth surfaced roofs, the surface must be clean and dry. All blisters shall be removed and sealed or cut, fastened down and sealed. For Type III hot asphalt attachment of new insulation board, priming of the old roof surface after preparation is necessary. 3. Coal -tar pitch or heavily resaturated roofs may require removal. Contact Sika Sarnafil Technical for coal -tar pitch or heavily resaturated reroof preparation requirements. 3.04 SUBSTRATE INSPECTION A. A dry, clean and smooth substrate shall be prepared to receive the Sika Sarnafil Sarnafast mechanically - attached roof system. B. The Applicator shall inspect the substrate for defects such as excessive surface roughness, contamination, structural inadequacy, or any other condition that will adversely affect the quality of work. C. The substrate shall be clean, smooth, dry, free of flaws, sharp edges, loose and foreign material, oil and grease. Roofing shall not start until all defects have been corrected. la. All roof surfaces shall be free of water, ice and snow. E. Sika Sarnafil shall be applied over compatible or acceptable substrates only. 3.05 VAPOR BARRIERIAIR BARRIER INSTALLATION (AS REQUIRED BY DESIGNER) kneral Criteria: 2.09 5-16 L From: 3202526939 P. age: 32144 Date: 5/19/2009 11:35:24 AM Sika Sarnafil Roofina Specification Manua! 5327 RhlnoBlond System Interior (inside temperature/relative humidity) or exterior conditions may create a need for a vapor barrier. The design professional shall decide whether a vapor barrier is necessary. It is the design professional's responsibility to determine the type and location of a vapor barrier. If sealed properly, a vapor barrier can also act as an air barrier (positive pressure) for roofs intended over air -permeable decks (steel, wood, precast, etc.). A. Sarnavap-10 1- Steel Deck (New Construction or Reroofing with Removal of Existing Roofing): Sarnavap-10 is loose -laid over suitable substrate. Overlap all edges 4 inches (100 mm) and seal with butyl tape. Extend Sarnavap-10 to perimeter and deck penetrations and seal to provide continuity of the building's air/vapor envelope. Sarnavap-10 must be sealed on the vertical surface at roof penetrations also. B. Sarnavap Self -Adhered 1. Primer Application The substrate must be clean, dry and free of dust, grease or other contaminants. Shake well before using. Apply to clean and dry surfaces with a palnt brush, roller or sprayer. Application rates will vary depending on substrate. Sarnavap Self -Adhered vapor barrier must be installed on the same day as the primer application. Acceptable substrates for primer application include wood, concrete, lightweight concrete, gypsum boards and decks, and DensDeck boards. Drying time is typically 30 minutes to 3 hours. Spraying equipment recommendations: a) Spray tip size* between 20 and 25 mils. b) Pressure: 1300 psi continuous To Install: a) Apply primer to prepared substrate. b) Allow primer to dry completely. c) Install Samavap Self -Adhered vapor barrier. Notes: a) Do not install when it is raining, snowing, or on wet/humid surfaces. b) Install Sarnavap Self -Adhered Primer at temperatures 32 degree F (0 degree C) and above. Average coverage rate Is 0.25 to 1.22 gallons per square (0.1 to 0.5 L per m2). c) Install Sarnavap Self -Adhered Primer WB at temperatures 41 degree F (5 degree C) and above. Average coverage rate is 0.25 to 0.75 gallon per square (0.1 to 0.3 L per m2). KEEP FROM FREEZING. d) Do not use Sarnavap Self -Adhered Primer WB to seal Sarnavap Self -Adhered vapor barrier membrane Joints. e) Sarnavap Self -Adhered Primer WD is not suitable for plastic surfaces_ f) Do not use Sarnavap Self -Adhered Primer WS on asphaltic boards. 2. Vapor Barrier Application Over Steel Deck (New Construction or Reroofing with Removal of Existing Roofing): Install Sarnavap Self -Adhered over a clean and dry substrate. Do not install when it is raining, snowing, or on wet/humid surfaces. Install in temperatures 32 degree F (0 degree C) and above. The use of a primer is required on the following substrates: wood, gypsum boards, and DensDeck boards. On metal decks use a metal plate (6 x 42 inches - 15 x 106 cm) to support the membrane end lap between metal flutes ensuring a complete end lap seal. a) Begin application at the bottom of the slope. Unroll Sarnavap Self -Adhered onto the substrate without adhering for alignment. Overlap each preceding sheet by 3 inches (75 mm) lengthwise following the reference line and by 6 inches (150 mm) at each end. Stagger end laps by at least 12 Inches (300 mm). Do not immediately remove the silicone release sheet. 2.09 5-17 `From: 320 2526939 Page: 33/44 Date: 5/19/2009 11:35:24 AM b) Once aligned, peel back a portion of the silicone release sheet and press the membrane onto the substrate for initial adherence. Hold Sarnavap Self -Adhered tight and peel back the release sheet by pulling diagonally. c) Use a 75 Ib. (34 kg) roller to press Sarnavap Self -Adhered down into the substrate including the laps. Finish by aligning the edge of the roller with the lower end of the side laps and rolling up the membrane. Do not cut the membrane to remove air bubbles trapped under the laps. Squeeze out air bubbles by pushing the roller to the edge of the laps. 3.06 WOOD NAILER INSTALLATION A. Install wood nailers at the perimeter of the entire roof and around roof projections and penetrations as shown on the Detail Drawings. B. Nailers shall be anchored to the structural elements to resist a minimum force of 300 pounds per lineal foot (4,500 Newtons per lineal meter) in any direction. Individual nailer lengths shall not be less than 3 feet (0.9 meter) long. Nailer fastener spacing shall be no more than 12 inches (0.3 m) on center or at a distance to match the structural framing. Fasteners shall be staggered 113 the nailer width and installed within 6 inches (0.15 m) of each end. Two fasteners shall be installed at ends of nailer lengths. Nailer attachment shall also meet the requirements of the current Factory Mutual Loss prevention Data Sheet 1- 49. C. Thickness shall be as required to match the total substrate and insulation height to allow a smooth transition. D. Any existing nailer woodwork which is to remain shall be firmly anchored in place to resist a minimum force of 300 pounds per lineal foot (4,500 Newtons per lineal meter) in any direction and shall be free of rot, excess moisture or deterioration. Only woodwork shown to be reused In Detail Drawings shall be left in place. All other nailer woodwork shall be removed. E. Stainless steel, corrosion resistant, fasteners are required when mechanically attaching any Sika Sarnafil product to wood nailers and wood products treated with ACQ (Alkaline copper Quaternary). When ACO treated wood is used on steel roof decks or with metal edge detailing, a separation layer must be placed between the metal and ACQ treated wood. 3.07 INSULATION INSTALLATION General Criteria: A. For Factory Mutual Insured buildings polystyrene insulation may not be applied direct to steel deck. B. Insulation shall be installed according to insulation manufacturer's Instructions. C. Top layer of insulation shall be the membrane underlayment, with edges butted together having no gaps greater than 914 inch (6mm). D. Insulation shall be neatly cut to fit around penetrations and projections with gaps not exceeding 114 inch. F. If applicable, install tapered insulation around drains creating a drain sump. G. Do not install more insulation board than can be covered with Sarnafil membrane by the end of the day or the onset of inclement weather. H. Use at least 2 layers of insulation when the total Insulation thickness for the overlayment exceeds 2-112 Inches (64 mm). Stagger joints at least 12 Inches (0.3 m) between layers. I. Mechanical Attachment 2-09 5-18 From: 3202526939 Page: 34/44 Date: 5/19/2009 11:35:25 AM Sika Sarnafil Roofing Specification Manual S327 RhinoBond Svstem 1. Insulation shall be mechanically fastened to the structural deck with approved Sarnafasteners and Sarnadisc RhinoBond according to the insulation manufacturer's, Sika Sarnafil's and FM (if insured by FM) recommendations for fastening rates and patterns. The quantity and locations of the fasteners and plates shall also cause the insulation boards to rest evenly on the roof deck/substrate. Each insulation board shall be installed tightly against the adjacent boards on all sides. 2. Fasten the insulation so the Sarnadisc RhinoBond and Sarnafastener XP or MAXI-oad (depending on pullout value) in a 2 by 2 foot ( 0.6 by 0.6 m) or 2 by 3 foot (0.6 by 0.9 m) grid pattern according to Sika Sarnafiil's and the wind design requirements. Fasteners must be tight enough that the Sarnadisc does not turn, but not so tight as to deform the Sarnadisc. 3. Perimeter and Corner Areas The perimeter and corner area will be determined by building height and width and other conditions according to ASCE 7 guidelines, Sika Sarnafil Technical or FM I_PDS 1-29 if Insured by Factory Mutual, To meet the perimeter and corner uplift requirements, increase fastener density by decreasing the spacing between fastener points in one or both directions. The total tributary area to each fastener is no more than 60 percent for the perimeter and 40 percent for corners, based on the field of roof fastening density. See Detail Drawings. Notes: a) Perimeter area is defined as the outer boundary of the roof. If the roof Is broken into different levels, each roof area shall be treated as an individual roof with its outer boundary being treated as a perimeter_ Typically, internal expansion joints and Firewalls are not considered to be full perimeters. Refer to Factory Mutual's Data Sheet 1-28 for more Information. b) The ridge area is defined as the high point In the roof area formed by two intersecting planes. When the sum of the slopes is a minimum of 4 Inches in 12 inches (30 degrees), each side of the ridge shall be treated as a perimeter area. 4_ Fasteners are to be installed consistently in accordance with fastener manufacturer's recommendations. Fasteners are to have minimum penetration of 1 inch (25 mm) through the structural deck. 5. Use fastener tools with a depth locator and torque -limiting attachment as recommended or supplied by fastener manufacturer to ensure proper installation. 3.08 OVERLAYMENT BOARD INSTALLATION [NOTE TO SPECIFIER: ONLY NEEDED OVER NON -COMPATIBLE INSULATION OR SUBSTRATE, IN INSTANCES WHERE REPEATED FOOT TRAFFIC IS EXPECTED, OR AS AN ENHANCEMENT TO INCREASE LONGEVITY OF ROOF SYSTEM) A, General Criteria: 1. Boards shall be installed according to manufacturer's instructions. 2. Boards shall be neatly cut to fit around penetrations and projections. 3. Do not install more boards than can be covered with Sarnafil membrane by end of day or onset of Inclement weather. 4. Boards shall be installed tightly against adjacent boards on all sides. 5, Boards shall evenly on roof deckisubstrate so that there are no significant and avoidable air spaces between boards and substrate. 8. Mechanical Attachment of Overlayment Board 1. Overlayment board shall be mechanically fastened to deck with approved fasteners and plates at a rate according to overlayment board manufacturer's, FM's and Sika Sarnafil's recommendations for fastening rates and patterns. 2. Fasten overiayment board per layout indicated on detail drawing. Fasteners must be tight enough so insulation plates do not turn, but not so tight as to deform them. 2-09 5.19 From: 3202526939 Pa.1 1ge: 35/44 Date: 5/19/2009 11:35:25 AM Sika Sarnafil Roofing Specification Manual S327 RhlnoBond System 3. Fasteners shall be installed consistently in accordance with fastener manufacturer's recommendations. Fasteners shall have a minimum penetration of 1 inch (25 mm) through structural deck. 4. Use fastener tools with a depth locator and torque -limiting attachment as recommended or supplied by fastener manufacturer to ensure proper installation. C. Perimeter and Corner Areas Perimeter and corner areas will be determined by building height and width and other conditions according to ASCE 7 guidelines, Sika Sarnafil Technical, or FM LPDS 1-29 if insured by Factory Mutual. To meet perimeter and corner uplift requirements, increase fastener density by decreasing spacing between fastener points in one or both directions. Total tributary area to each fastener is no more than 60 percent for perimeter and 40 percent for corners, based on field of roof fastening density. See Detail Drawings. Notes; a) Perimeter area is defined as the outer boundary of the roof. if the roof is broken into different levels, each roof area shall be treated as an individual roof with its outer boundary being treated as a perimeter. Typically, internal expansion joints and firewalls are not considered to be full perimeters. Refer to Factory Mutual's Data Sheet 1-28 for more information. b) The ridge area is defined as the high point in the roof area formed by two intersecting planes. When the sum of the slopes is a minimum of 4 inches in 12 inches (30 degrees), each side of the ridge shall be treated as a perimeter area. 3.09 INSTALLATION OF SARNAFIL MEMBRANE The surface of the insulation or substrate shall be inspected prior to installation of the Sarnafil roof membrane. The substrate shall be clean, dry, free from debris and smooth with no surface roughness or contamination. Broken, delaminated, wet or damaged insulation boards shall be removed and replaced. Samafil S327 membrane shall be attached with Sarnafasteners and Sarnadisc RhinoBond according to Sika Sarnafil's and wind uplift requirements per ASCE 7 or Factory Mutual. [NOTE TO SPECIFIER, SELECT ONE TYPE OF MEMBRANE INSTALLATION.] A_ RhinoBond - Membrane Attachment to Structural Deck (Documented Pullout Tests Required) 1. General a) Sarnafil S327 full width rolls shall be placed over the installed boards. Membrane overlaps shall be shingled with the flow of water where possible. Seam overlaps may be placed over Sarnadisc RhinoSond plate. Welding of the plate will not be affected. b) Tack welding of the membrane for purposes of temporary restraint during Installation Is not permitted and may result in voiding of Sika Sarnafll warranty. Consult Sika Sarnafil's Technical Department for further information. 2. Field, Perimeter and Corner Areas Over the properly prepared, installed and attached substrate surface following either the 2 by 2 foot (0.6 by 0.6 m) or 2 by 3 foot (0.6 by 0.9 m) grid pa(tern, 5327 full -width rolls are to be installed so as to properly shed water. See Detail Drawings for fastener layouts. Refer to FM LPDS 1-29 for their requirements for perimeter and corner enhancements. 3. Securement Around Rooftop Penetrations a) Around all perimeters, at the base of walls, drains, curbs, vent pipes, or any other roof penetrations, Sarnafasteners and Sarnadisc RhlnoBond, Sarnadiscs or Sarnabars shall be installed according to perimeter rate of attachment. Fasteners shall be installed according to the manufacturers instructions. Fasteners shall be installed using the fastener manufacturer's 2 -os s-20 L From: 3202526939 Page: 36/44 Date: 5/19/2009 11.35:25 AM Sika Sarnafil Roofing Specification Manual S327 RhinoBond System recommended torque -sensitive fastening tools with depth locators. If Sarnadisc RhinoBond is not used, the fasteners shall clamp the Sarnafil membrane tightly to the substrate. b) Sarnafil membrane flashings shall extend 2-1/2 inches (63 mm) past Sarnadisc and be hot-air welded to the Sarnafil deck membrane. 3.10 RHINOBOND INDUCTION WELDING A. General 1. Welding equipment shall be provided by or approved by Sika Sarnafil. All mechanics intending to use the equipment shall have successfully completed a training course provided by a Sika Sarnafil Technical Service Representative prior to welding. 2. All membrane to be welded shall be clean and dry. B_ Induction Welding 1. Activate the weld between membrane and plate using approved portable induction device. The induction coil must be positioned over the center of the Sarnadisc RhinoBond, +/- 1 inch (25 mm)Portable induction device must elevate the temperature of the Sarnadisc RhinoBond from ambient to 400 — 500 degree F (204 — 260 degree C). Cycle time will be affected by available power, use a heavy gauge power cord, at a minimum 12 gauge by 100 feet. 2. When the induction welding cycle is complete, immediately place a Cool & Clamp magnetic weight on the welded assembly. This device must be left in place for at least 60 seconds. 3.11 HOT-AIR WELDING OF SEAM OVERLAPS A. General 1. All seams shall be hot-air welded. Seam overlaps should be 3 inches (75 mm) wide for the RhinoBond System, , 5-112 inches (140 mm) wide for Sarnadisc and Sarnadisc-XPN, and 7 inches (177.8 mm) wide for Sarnadisc-MAXLoad when automatic machine -welding and 4 inches (100 mm) wide when hand -welding, except for certain details. Welding equipment shall be provided by or approved by Sika Sarnafil. All mechanics intending to use the equipment shall have successfully completed a training course provided by a Sika Sarnafil Technical Service Representative prior to welding. 3. All membrane to be welded shall be clean and dry. B. Hand -Welding Hand -welded seams shall be completed in two stages. Hot-air welding equipment shall be allowed to warm up for at least one minute prior to welding. 1. The back edge of the seam shall be welded with a narrow but continuous weld to prevent loss of hot air during the final welding. 2. The nozzle shall be inserted into the seam at a 45 degree angle to the edge of the membrane. Once the proper welding temperature has been reached and the membrane begins to "flour!', the hand roller is positioned perpendicular to the nozzle and rolled lightly. For straight seams, the 1-112 Inch (40 mm) wide nozzle is recommended for use. For corners and compound connections, the 3/4 inch (20 mm) wide nozzle shall be used. C. Machine Welding 1. Machine welded seams are achieved by the use of Sika Sarnafil's automatic welding equipment. When using this equipment, Sika Sarnafil's instructions shall be followed and local codes for electric 2.09 b-21 I L From: 3202526939 Page: 37/44 Date: 5/19/2009 11:35:26 AM Sika Sarnafil Roofing Specification Manual 5327 Rhino6ond System supply, grounding and over current protection observed. Dedicated circuit house power or a dedicated portable generator is recommended. No other equipment shall be operated simultaneously off the generator. 2. Metal tracks may be used over the deck membrane and under the machine welder to minimize or eliminate wrinkles. D. Quality Control of Welded Seams The Applicator shall check all welded seams for continuity using a rounded screwdriver. Visible evidence that welding is proceeding correctly is smoke during the welding operation, shiny membrane surfaces, and an uninterrupted Row of dark grey material from the underside of the top membrane. On-site evaluation of welded seams shall be made daily by the Applicator at locations as directed by the Owner's Representative or Sika Sarnafil's representative_ One inch (25 mm) wide cross-section samples of welded seams shall be taken at least three times a day. Correct welds display failure from shearing of the membrane prior to separation of the weld. Each test cut shall be patched by the Applicator at no extra cost to the Owner. 3.12 MEMBRANE FLASHINGS All flashings shall be installed concurrently with the roof membrane as the job progresses. No temporary flashings shall be allowed without the prior written approval of the Owner's Representative and Sika Sarnafil. Approval shall only be for specific locations on specific dates. If any water is allowed to enter under the newly completed roofing, the affected area shall be removed and replaced at the Applicator's expense. Flashing shall be adhered to compatible, dry, smooth, and solvent -resistant surfaces. Use caution to ensure adhesive fumes are not drawn into the building. A. Sarnacol Adhesive for Membrane Flashings 1. Over the properly installed and prepared flashing substrate, Sarnacol adhesive shall be applied according to instructions found on the Product Data Sheet. The Sarnacol adhesive shall be applied in smooth, even coats with no gaps, globs or similar inconsistencies. Only an area which can be completely covered in the same day's operations shall be flashed. The bonded sheet shall be pressed firmly in place with a hand roller. 2. No adhesive shall be applied in seam areas that are to be welded. All panels of membrane shall be applied in the same manner, overlapping the edges of the panels as required by welding techniques. B. Install Sarnabar/Sarnacord according to the Detail Drawings with approved fasteners into the structural deck at the base of parapets, walls and curbs. Sarnabars may be required by Sika Sarnafil at the base of all tapered edge strips and at transitions, peaks, and valleys according to Sika Sarnafil's details. C. Sika Sarnafil's requirements and recommendations and the specifications shall be followed. All material submittals shall have been accepted by Sika Sarnafil prior to installation. D. All flashings shall extend a minimum of 8 inches (0.2 m) above roofing level unless otherwise accepted in writing by the Owner's Representative and the Sika Sarnafil Technical Department. E. All flashing membranes shall be consistently adhered to substrates. All interior and exterior corners and miters shall be cut and hot-air welded into place. No bitumen shall be In contact with the Sarnafil membrane. F. All flashing membranes shall be mechanically fastened along the counter -flashed top edge with Sarnastop at 6-8 inches (0.15-0.20 m) on center. G. Sarnafil flashings shall be terminated according to Sika Sarnafil recommended details. H. All adhered flashings that exceed 30 inches (0.75 m) in height shall receive additional securement. Consult Sika Sarnafil Technical Department for securement methods. 2-09 5-22 From: 3202526939 Page: 38/44 Date: 5/19/2009 11:35:26 AM Sika Sarnafil Roofing Specification Manual S327 RhlnoBond Smem I. All mechanically -attached flashings that exceed 18 inches (0.46 m) in height shall receive additional securement. Consult Sika Sarnafil Technical Department for securement methods. 3.13 METAL FLASHINGS A. Metal details, fabrication practices and installation methods shall conform to the applicable requirements of the following, 1. Factory Mutual Loss Prevention Data Sheet 1-49 (latest issue). 2. Sheet Metal and Air Conditioning Contractors National Association, Inc. (SMACNA) - latest issue. B. Metal, other than that provided by Sika Sarnafil, is not covered under the Sika Sarnafil warranty. C. Complete all metal work in conjunction with roofing and flashings so that a watertight condition exists daily. D. Metal shall be Installed to provide adequate resistance to bending to allow for normal thermal expansion and contraction. E. Metal joints shall be watertight. F. Metal flashings shall be securely fastened into solid wood blocking. Fasteners shall penetrate the wood nailer a minimum of 1 inch (25 mm). G. Airtight and continuous metal hook strips are required behind metal fascias. Hook strips are to be fastened 12 inches (0.3 m) on center into the wood nailer or masonry wall. H. Counter flashings shall overlap base Flashings at least 4 inches (100 mm). I. Hook strips shall extend past wood nailers over wall surfaces by 1-1/2 inch (38 mm) minimum and shall be securely sealed from air entry. 3,14 SARNACLAD METAL BASE FLASHINGSIEDGE METAL All flashings shall be installed concurrently with the roof membrane as the job progresses. No temporary flashings shall be allowed without the prior written approval of the Owner's Representative and Sika Sarnafil. Acceptance shall only be for specific locations on specific dates. If any water is allowed to enter under the newly completed roofing due to incomplete flashings, the affected area shall be removed and replaced at the Applicator's expense. A. Sarnaclad metal flashings shall be formed and installed per the Detail Drawings, 1. All metal flashings shall be fastened into solid wood nailers with two rows of post galvanized flat head annular ring nails, 4 inches (100 mm) on center staggered. Fasteners shall penetrate the nailer a minimum of 1 inch (25 mm). 2. Metal shall be installed to provide adequate resistance to bending and allow for normal thermal expansion and contraction. B_ Adjacent sheets of Sarnaclad shall be spaced 114 inch (6 mm) apart. The joint shall be covered with 2 inch (50 mm) wide aluminum tape. A 4 inch minimum (100 mm) wide strip of Sarnafil flashing membrane shall be hot-air welded over the joint. Exercise caution at perimeter of roof. Workers shall follow OSHA safety procedures. 3.15 EDGE-TITE METAL A. Position the Sarnafil membrane over the roof edge and down outside face of wall covering wood nailer(s) completely. Allow 112 inch (13 mm) excess membrane. Hot-air weld all seams making sure there are no voids in welds. 2-a9 5-23 ` From: 3202526939 Page: 39/44 Date: 5/19/2009 11:35:26 AM Sika Sarnafil Rooflng Sipecification Manual 5327 RhinoBond System B. Apply a 318 inch (10 mm) bead of Sarnafil sealant to the intersection of the right angle of the clean base rail. Install base rail from right to left as seen from the rooftop, lapping joints 1 inch (25 mm). C_ Fasten base rail into the side of the nailer 12 inches (0.3 m) on center using #12 x 1-5/8 inch corrosion - resistant fasteners provided with Edge -Tice. Field cut sections as necessary. A second row of fastening may be required based upon site conditions. Exercise caution at perimeter of roof. Workers shall follow OSHA safety procedures. D_ Position spring clips at 6 foot (1.8 m) centers on base rail. Locate spring clips at fascia cover laps and at mid -span of fascia cover. E. Fascia covers are installed from right to left as seen from the rooftop. Position fascia cover on top of base rail and overlap preceding panel by 1 inch (25 mm) at notches provided. Snap covers into place. Field cut where necessary. Exercise caution at perimeter of roof. Workers shall follow OSHA safety procedures. 3.16 ANCHOR-TITE METAL A. Position the Sarnafil membrane over the roof edge and down outside face of wall covering wood nailer(s) completely, allowing 112 inch (13 mm) excess membrane. Hot-air weld all seams making sure there are no voids in welds. B. Apply a 318 inch (10 mm) bead of Sarnafil sealant to the intersection of the right angle of the clean base rail. Install base rail from right to left as seen from rooftop, lapping joints 1 inch (25 mm). C_ Fasten base rail into the side of the nailer at 12 inches (0.3 m) on center using #12 x 1-518 inch corrosion - resistant fasteners provided with Anchor -Tice. Field cut sections as necessary. A second row of fastening may be required based upon site conditions. Exercise caution at perimeter of roof, Workers shall follow OSHA safety procedures. D. Fascia covers are installed from right to left as seen from rooftop. Position fascia cover on top of base rail and overlap preceding panel by 1 inch (25 mm) at notches provided. Snap covers into place. Field cut where necessary. Exercise caution at perimeter of root. Workers shall follow OSHA safety procedures, 3.17 WALKWAY INSTALLATION A. Sand Coated Walkway Roofing membrane to receive Sand Coated Walkway shall be clean and dry. Place chalk lines on deck sheet to indicate location of Walkway. Clean the deck membrane in areas to be welded. Walkway shall be unrolled and positioned within the chalk lines. Hot-air weld the entire perimeter of the Walkway to the Sarnafil deck sheet. Check all welds with a rounded screwdriver. Re -weld any inconsistencies. Important: Check all existing deck membrane seams that are to be covered by Walkway with rounded screwdriver and reweld any inconsistencies before Walkway installation. B. Sarnatred Walkway Roofing membrane to receive Sarnatred Walkway shall be clean and dry. Place chalk lines on deck sheet to Indicate location of Walkway. Apply a continuous coat of Sarnacol 2170 adhesive to the deck sheet and the back of Walkway in accordance with Sika Sarnafil's technical requirements and press Walkway into place with a water -filled, foam -covered lawn roller. Clean the deck membrane in areas to be welded. Hot-air weld the entire perimeter of the Walkway to the Sika Sarnafif deck sheet. Check all welds with a rounded screwdriver. Re -weld any inconsistencies. Important: Check all existing deck membrane seams that are to be covered by Walkway with rounded screwdriver and reweld any inconsistencies before Walkway installation. C. Crossgrip Walkway Crossgrip Walkway is installed loose laid on top of completed Sarnafil roof assemblies. Where design windspeeds exceed 94 mph (150 km/h) the walkway must be secured with loops of Sarnafil membrane 2.09 5-24 L From: 3202526939 Page: 40/44 Date: 5/19/2009 11:35:27 AM Sika Sarnafil Roofing Specification Manual _ S327 RhlnoBond Svstem welded to the field sheet. Unroll and position Crossgrip Walkway within specified areas and cut to desired length. Do not install Crossgrip Walkway directly over Sarnabars. Connecting clips are available for butting two ends together. Important: Check all existing deck membrane seams that are to be covered and reweld any inconsistencies before installation. 3.18 PERIMETER WARNING TAPE Areas of membrane where tape is to be applied must be cleaned to a "like new' condition. Failure to properly clean the membrane will result in less than satisfactory adhesion. The membrane should be cleaned as follows.- 1) ollows: 1) New membrane: Remove loose dirt and dust by wiping clean with water. For areas where dirt is embedded, scrub the application area with a commercial cleaner such as Simple Green, 409 or other similar all purpose cleaner using a Scotch Brite scrubbing pad or similar product. Wash away residual cleaning material with clean water. 2) Weathered membrane: For older membranes or areas where there is excessive dirt buildup, use the above cleaning procedure followed by cleaning with a natural fiber rag wet with IV1EK, and wipe away all residual cleaning solution and remaining dirt until membrane has a "like new" appearance. After surface is clean and dry, apply tape to surface taking care to avoid trapping air and creating blisters as tape is smoothed over with hand pressure. If a chalk line is used be sure to keep chalk dust clear of application area. Do not apply Perimeter Warning Tape to surfaces where the temperature is below 40 degrees Fahrenheit. Perimeter Warning Tape may be slippery when wet. 3.19 TEMPORARY CUT-OFF All flashings shall be installed concurrently with the roof membrane in order to maintain a watertight condition as the work progresses. All temporary waterstops shall be constructed to provide a 100 percent watertight seal. The stagger of the insulation joints shall be made even by installing partial panels of insulation. The new membrane shall be carried. into the waterstop_ Waterstop shall be sealed to the deck and substrate so that water will not be allowed to travel under the new or existing roofing. The edge of the membrane shall be sealed in a continuous heavy application of sealant as described in Section 2.10. When work resumes, the contaminated membrane shall be out out. All sealant, contaminated membrane, insulation fillers, etc. shall be removed from the work area and properly disposed of off site. None of these materials shall be used in the new work. if inclement weather occurs while a temporary waterstop is in place, the Applicator shall provide the labor necessary to monitor the situation to maintain a watertight condition. If any water is allowed to enter under the newly -completed roofing, the affected area shall be removed and replaced at the Applicator's expense. 3,20 COMPLETION Prior to demobilization from the site, the work shall be reviewed by the Owner's Representative and the Applicator. All defects noted and non -compliances with the Specifications or the recommendations of Sika Sarnafil shall be itemized In a punch list. These items must be corrected immediately by the Applicator to the satisfaction of the Owner's Representative and Sika Sarnafil prior to demobilization. All Warranties referenced in this Specification shall have been submitted and have been accepted at time of contract award. 3.21 DETAILS 2.09 6.26 L From: 3202526939 Page: 41144 Date: 5/1912009 11:35.27 AM Sika Sarnafil Roofing Specification Manual 5327 RhinoBond System See accompanying Sika Sarnafil detail drawings_ Refer to the Sika Sarnafil Typical System Details section for additional details. Sika Sarnafil has attempted to obtain information from the manufacturers of other products often used in conjunction with Sika Sarnafil products with respect to the characteristics of such products, as well as their compatibility with Sika Sarnafil's products. In as much as these other products as supplied in the field are subject to possible variation in their productions, and in as much as their specifications and performance characteristics are subject to change without notification by the manufacturers, Sika Sarnafil expressly excludes from its warranty any responsibility for the performance or quality of the products of others used in conjunction with Sika Sarnafil products. Sika Sarnafil provides this specification as a guide only in technical support to architects or roof design erslspecifiers. Sika Sarnafil assumes no liability for error in design of or for misuse of this guide specification. The roof designer, engineer, architect or Applicator must verify suitability of the specification and details. 5327 RHINOBOND ROOF SYSTEM DETAIL DRAWINGS DRAWING FILE NAME RB -ISO RhinoBond Isometric RB -ISO RB -1A Sarnadisc RhinoBond — 2x2 Insulation Fastening Grid RB -1A 118-1 B Sarnadisc RhinoBond — 2x3 Insulation Fastening Grid RB -113 2-09 6.26 L From: 3202526939 Page: 42/44 Date: 5/19/2009 11:35:27 AM Sika Samefil Roofing Specifical/on Manual 5327 RhinoBond System III JVI-Y11 IVI\ NOTE: VAPOR BARRIER SHALL BE SEALED AT OVERLAPS AND PENETRATIONS. JOB NAME ASarnafilo 7dl-02mm AS A SUPPLIER OF MATERIALS ONLY SIKH SARNAFIL DOES NOT ASSUME SCALE DATE ALE NO.: okw.. NO.; RESPONSIBILITY FOR ERRORS IN DESIGN, ENGINEERING, OUANTffIE8, OR DIMENSIONS, THE ARCHITECT. CONTRACTORS, OR O1MdERS REPRESENTA- N-T.S. 1/08 RB -150 WE MUST VERIFY ALL DIMENSIONS, SIZES, AND SU17ABILRV OF OETAILS. 2.09 g-27 VIIIYI Y�I\ I ILI\IYI 09 From: 3202526939 Page: 43/44 Date: 5/19/2009 11:35:28 AM U-5 60"L = D L r a g, 0 z O n o �. �, S, i' o' o o U" 0' 0^ 0"-t• EU 0 Op x0X. ASN X C)a EA 0 7C X N N V Ul z LA 5, O M 0 z O CO q � ddkkt� o. c h � � a = fzrl IYYY 2^ '-2' —� D 'e _ z �m0�fn70 Q m . 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KITCHEN _� POOL HEATER _ OTHER ALL FEES ARE BASED ON VALUATION, INCLUDING THE COST OF LABOR AND MATERIALS: TOTAL JOB VALUATION: $ PERMITFEE S 1.25% OF JOB VALUATION / MINIMUM FEE 535.00 SURCHARGE $ c, r VALUATION x.0005 / MII�TIMUM .50 TOTAL DUE MINIMUM $35.50 THIS IS AN APPLICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED I hereby apply for a mechanical permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that 1 understand this is not a permit but only an application for a permit and work is not to start without a permit on site; that the work will be in accordance with the approved plan in the case of all work/ which requires revie and aper al of plans. SIGNATURE OF APPLICANT: - r RINT NA l Qe f I -I l ) k 0- DATE: U9 APPROVAL INSPECTOR SIGNATURE: DATE PLEASE NOTE: SEPARATE PERMIT ARE REQUIRED FOR BUILDING, PLUMBING, AND ELECTRICAL WORK z City of Fridley Building Inspections Department 6431 University Avenue NE, Fridley; MN 55432 763-572-3604 FAX: 763-502-4977