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Home My WebLink AboutBuilding Permit - Lakefront Plaza Main File - #02-1262 (2) II'P!l1:M 8q lOU IIB4s UO!P!pspnf 84l!O S80UBU!pJO J84l0 JO 8pOO S!4l !O SUO!s!^oJd 84l 180UBO JO 8lBIO!^ Ol ^lP04lnB 8^!6 Ol 6U!WnS8Jd Sl!wJad 'UO!P!pspnf a4l10 a~UBU!pJO Ja4l0 AUB 10 JO apo~ S!4l10 SUO!s!^oJd a4llo AUB lO UO!lBIO!^ AUB 'lO IB^OJddB UB JO 'JOll!WJed B aq Ol p8nJlSUO~ aq lOU IIB4s SUO!lBlndwo~ pUB SUO!lB~!l!Oeds 'SUBld lO IB^OJddB JO l!WJed B lO 6U!lUBJ6 JO e~UBnSS! a4l... ,#~ ~oq 0f ~ jO~f?r)rY\fYt9 P~?'lf'0() -ZO~ :alBO ~ :118 paMa!^alj pa!uao :Sluawwoo ~ SUO!l~eJJOO 4l!M pelde~~\1' /1 palda~~\1' . -3 'S~('\1 {'! \ \1'1-4. + s , Cj \ :lB pesodoJd S! 4~!4M Al!^!PB UO!pnJlSUO~ JOl UO!lB~!lddB l!WJ8d 6u!pl!nq a4l P8M8!^8J 8^B4 SlUeWlJBd80 6U!UUBld pUB '6UP88U!6U3 '6u!PI!ns 841. :'" ; I I ( . . 1- 03AI303tJ NOI1.\1'Olldd\1' 1.N\1'Olldd\1' .::JO 3V\1\1'N .lSI1)1:l3H:> .lN3W.l~"d3a NOI.l":ll1dd" .lIW~3d ~Nlalln8 6U!UUBld - >jU!d 6U!J99U!6u3 - ~JBUB::> 6UIPI!"a - 9JI4M ,(.lIunO.J "".'1 ,lIn JO J,)JU.J.) ,)q.l The C'tnltr or Iht" I.akf ('ounlr)' White - Building Canary - Engineering Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT tJJGNSM-""-'''' ~~S I",c. f3 /20 ~L I ( APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: l~l54 MAlN AVl:. S.E. Accepted Accepted With Corrections V Comments: /. ::5~4< V(~1 , i0 f:.-~ ,-" Ir~ d~ Is 72;-11 /o/~ /Z '-t ' / Date: (oj J, z- A V6-</ S~d-..-''-7 Denied Reviewed By: /2/) ~ --- (/0 0:-_ [A/ IIC;/LJ ~~TI/L;~ ~/.f'V c.:: /u i: As T J?~(,"'f {L Ar2EA \ 2./ rf r<; DC1'2AU r /~ tuD~./J s:"A.:551.. :5 ;4,-, c...(0/1...... '- ;j fG'hn /T-.- C~i-' / (ft3 U-j,-- k a!/h5L AI 5&J31/tiE- "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." White - Building Canary - Engineering Pink - Planning The Centtr of the t.ke Counlr}' BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT tJJGN SMA...,'" bL.,.,,-s {",c-. f3 /20 ~L , I APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: l~l54 l1AlN Avi:. S.E. Accepted Accepted With Corrections V Comments: I. ~<...-4<vC:1 , i0 k-Q '-' 'I,~d~ J?~(,"'f ( L Ar2EA \ 4 -;6-11 /-0/</<1 /Z '-t ' / ,- j-..:.:x:>TI /L; ~ Date: t.oj~z- A V 6-</ S~d-..-''-7 /k ~/.f'V C:.~ /LJ Denied Reviewed By: ~() ~ w- 0:-_ [A...-' I fE:;A-J EAST 2 . Trfr) D~'1ur /~ CUD.;;-./J s:,,iJ5YZ-:5 ;~c...(v/J...... '- f) fGhn /T-.- C#i-' / f/;5. 1) /1 /I U-j,-- & U05L /i S&'J31/tf?=- "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." ~J / Thr Crnlr' of lhr "okr Counlry White - Building Canary - Engineering Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT t,U~ N S 1-1 A^-'''' ~"" ,'" I",,,. APPLICATION RECEIVED .9 Ao ~1... r , The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: l~\5~AlN AVtE. S.E.. Accepted - 'f-.... Accepted With Corrections Denied tb~ ~ /'(r"..__ rI"~U'~ Date: I ~ ! t1 ( rrt.. ~~ S:-4- II~ b~'''-loL.~ ~ Reviewed By: Comments: ~~~s ( I '^vDIJe...cA ~:k Co,^--, ~.evv f) ~+- (~ev,k i. " "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." White - Building Canary - Engineering Pink - Planning Tht" Crnfrr of Iht' Lakt COunlf)' BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED W6NJ;vJANAI H~H6.S I()-/l];- 02- The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: /CR/54- ;vJ4/1V Av8NVC Accepted Accepted With Corrections ~ Denied Iz1t /'1) J.~ Date: --" Comments: I ~ -51~Vc....rVPA,-" EN<.::.>r~l.. r~ De:> lc;...'V ~(I\.i I~ ~Jtu..? C> 'Ii ctJ.. f ~T:' 2 ~ 'PtzOVi~' E~Tl'-J '- ~~ CJt\B .......tt.9"1A'.i..lN C),J. . -1) W.4......:s ~ '3.' 'h07 "1k.TAt(... OF- ~A(J..D(lA.((_ ON L.-<J S~~o~ B 'E. i. .tLJ t-JS~..... Aoofl-cs~ ~....Y\~6J2.. > S~ (~~IA'-\' n{hS- VerJttl-r M~ LVI'- ~o>< ~, COlV\p,-c::-re- SP~A-,", l,J5re-?TOP-S '~-POF2-:rs ]. CiVIC -PLAN':. tJ:lr 'it! kr(l.:;VID ~ 510. D6Pr Reviewed By: "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." -" The ('('ntf'f of Ihr take ('ountry White - Building Canary - Engineering Pink - Planning NAME OF APPLICANT BUILDING PERMIT APPL~CATION PEPARTMENT,CHECKLlST I f' " I Ii lV".:'I"-.!' 1\ '!i\JI\~' 1./ }\ APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: 11/1 ,~J I} V"-"/v' _ Accepted tV Accepted With Corrections Denied ~o.~ Date: I~ ~JDL Reviewed By: Comments: "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." White - Building Canary - Engineering Pink - Planning Tht' Cf'nlrr of thf' Lake ('ounlry BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED I V 6/'1/5 ;V)/-7 N tv' f-J tJjl-ie;S /~-y[J- 02- The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: /vI54- IV1/-J/N A V8NVC Accepted 'X j Accepted With Corrections Denied Reviewed By: f?J a. --- (/ y Comments: Date: ILl &; (O'""L ~....... -h.... cA- 1-~ -1-= c ~ -ky c ~ L'1 v<.J~' ,---- ., ~ ~ , ~.Y"1- \. I" -f.-L e S f' c <:) ~ he c -f. ''-'"'... ::::> "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." From: Administrator 651-905-1533 To: Robert Hutchins Date: 11f15f2002 Time: 3:03:06 PM Page 1 of 1 Wensmann Homes RHS Buildingl1895 Plaza Drive/Suite 200 Eagan, MN 55122 Phone (651) 406-4400 Fax: (651) 905-3678 For Your Information To: Robert Hutchins Fax Number: 19524474245 Company: City of Prior Lake Date: 11/15/02 From: Mike Vallez Fax Number: 651-905-3678 Company: Wensmann Homes Pages including cover page: 1 I Subject: As-Built Survey Comments: To: Robert Hutchins Bob, We have the results of the as-built survey, and everything is built per the plans. Mike cc: Roger Johnson, JSSH Architects WinFax PRO Cover Page Roger Johnsonr?'7 ~ &~-,)-? 1 JSSH Architects 14525 Highway 7 Suite 375 Minnetonka, Minnesota 55345 RE: Lakefront Plaza Dear Mr. Johnson, Following are the results of the plan review for the Lakefront Plaza building. Our review was based on the Minnesota State Building Code (MSBC) which adopted with amendments the 1997 Uniform Building Code (UBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 1998 Minnesota State Fire Code (MSFC) which adopted with amendments the 1997 Uniform Fire Code (UFC). The following are comments from the August 29,2002 plan review letter. Items italicized are changed or added: (j)Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. E>:(~~;: ,: /~_,.;" . Pi,-,NL.! Provide fire lanes for fire apparatus response. Signage to read:" No Parking Fire Lane by order of Fire Department". Indicate on Site plan. Locate by Fire Hydrant and East side of South parking lot and North side of East parking lot by front entry. UFC ) 1001.7.1. 1,ry.Jrc':t.V3-. Provide HDCP signage details. ~ L r-J0~ Structural engineer to design retaining walls over 4'-0" in height. -~''Trr46. Submit Energy Envelope Calculations. MN Energy Code 7670.0100 v'I7. Post occupant load sign in Party Rooms. UBe 1007.2.6. ~:~:'I'-\'~~:: L- @ Provide testing and assembly documentation (from VL or other listed testing -{:, s' p, ,,-~ '-,' -:'agencies) indicating that exterior and interior walls, corridor floors, open web floor )/ ':<" v->,I- trusses, and roof truss construction meets one.lhour fire resistive construction. UBC , [,) 703. i '';;). 20. Provide documentation listing that construction (floors and walls) meets Sound Transmission Control ratings. UBC Appendix Chapter 12. 16200 Eagle Creek Ave. S.L Prior Lake. Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER ~. Provide attic ventilation clear vent specifications and calculations for~h of the] separate attic areas. UBC 1505.3. 1" I 30. Provide stair shaft cross-sections similar to detail 12/15 . 1"")( 1/ / ' _..",.- c;>~, 1'0) c 0> lib <..J 10 14 -1::. /'x">-i. #-:;,- '1~ t&i.. . Minimum of one HDCP parking stan t~ be van accessible. MSBC 1341. 0403 Item E.' , 'f i ' ,Alt~o.As ftv~T ?U~t1 (~/>h:z.- SerB ( \@HD~P parkmg stalls to be dlmenszonedJiL..5o t-VliJTfI, /ort; /llJ<.-P l" f.ft'W D8f{ f'JtJtt~<' ~.,Provide HDCP ramp detail. MSBC 1341.0430. and locate. --:-(~) ~ '\:j\V C)\ S~4. Changed to: Mechanical subcontractors to provide firestopping system documentation at time of mechanical permit application, addressing: UBC sections 706 Fire-resistive Joints, 709 Penetrations of plumbing pipes, sprinkler pipes, flues, heating pipes ventilation, exhaust pipes, electrical and communication wires), 710 Floor Ceilings (plumbing pipes, plumbing "p" traps). Detail 22/15: If a 2" glued trap is used with a clean out in the shower/tub stall, then the one-hour rated access panel J can be eliminated. ~rJe.l5. Sht. S-5: Explain live loads in meeting @ 80 psf, retail @ 75 psf, and storage rooms @ 80 psf. As per UBC table 16-A indicates 100,100 and 125 psfrespectively. The following are addiw>nal r.e:view comments from architectural plans received October (~ ". ~I\'V ("vlL. 16 2002:, i'!, ~ ., ! p? L. '\7 , . c,,'?'\ '.J'. '7' (I" 'S ~ I\:' r-JCc~36. Surv~, Shts 1,1,3~to match for dimension of Main Street deck protrusion. / '()hlhI ~tl..,~Civil 5 of 8: Provide and detail a guardrail on low side of city owed 8' Bit. Path. 0' ~. Detail 4/19: Spacing between balusters ofless than 4". @Provide testing documentation indicating one-hour fire rating of attic access and fire extinguisher boxes. UBC 1505.1 v.!0,' Locate attic accesses. ::-,,,;'- 'B -: -r IV ' '4i.Detai15/14: ~~Plain\a~d~t~ve rating method. ,:,,~:. ~ - .., / .. ,,- ."./ / ~- . ,.. ~:--- 42:' Detail 13/14 wall design U334 Area separation wall two-hour rated: A design for '1 two-hour area separation walls is required for this wall type. The U334 design is for a ~cr.,)r ^:')bearing wall. For an examrle see UL Design U347 or the Gypsum Association (GA) 'l) .;!;-.~ f" manual GA-600-2000 16t edition, section II, area separation walls. Also see GA 0'" <;,~. ' publication GA-290. ....4.3. Clarify the discrepancy of the floor system on detail 1/17 indicating 3" depth insulation and the tested assembly on UL design # L528 having no insulation.)' ~4. Sht. 16: Fire-resistive corridor doors must meet smoke control designation with labeled "s" door and frame. UBC 1004.3.4.3.2.1. . J. .;1-5. Sht 16: Include all rated doors in door schedule. Missing door examples: 140c, 162c, 138,238,338,249,351, l49a,b. All elevator lobby doors to be 60 minute rated. J..6. Detail 6/S-4: Provide plan view of shear wall locations ~7. Detail 10/S-4: Provide loading details of iron grate. It appears that grate will have a pedestrian load upon it. 18. Detail 9 and 1JX} 5: Structural engineer to design stair connections. ~9. Provide swinging gate at tops of first flight of stairs between garage and grade level floor, to be 42" minimum height. UBC 1005.3.3.4. ~O. Continuous ridge vent: no openings in ridge, soffits or fascia for 5'-0" on each side of two hour area separation wall. UBC 709.4.1. Terminate ridge vent at attic draft stop. All items pertaining to the building must be addressed before an above foundation building permit is issued. Plumbing and Mechanical plan review is forthcoming. Call if there are any questions at 952-447-9851. Sinm/) Robert D. Hutchin cc. Mike Vallez, Wensmann Homes ene. CITY OF PRIOR LAKE 16200 EAGLE CREEK AVENUE S.E. . PRIOR LAKE, MN 55372 SPECIAL STRUCTURAL TESTING AND INSPECTION SCHEDULE Project Name Location SPECIAL STRUCTURAL TESTING AND INSPECTION -' Specification Description Type ofInspector (3) Report Frequency Assigned Section Article Finn (4) Notes: This schedule to be filled out and included in the project specification. Information unavailable at that time, to be filled out when applying for a building permit. (1) Use descriptions per UBC Section 1701, as adopted by Minnesota State Building Code. (2) Special Inspector - Technical, Special Inspector - Strucural. (3) Finn contracted to perform services. ACKNOWLEDGMENTS Each appropriate representative shall sign below: Owner: Finn: Date: Contractor: Finn: Date: Architect: Finn: Date: SER: Finn: Date: SI-S: Finn: Date: T A: Finn: Date: SI-T: Finn: Date: TA: Finn: Date: SI-T: Finn: Date: F: Finn: Date: F: Finn: Date: *The individual names of all prospective special inspectors and the work they intend to observe shall be identified. (Use reverse side of form if necessary.) Legend: SER = Structural Engineer of Record SI-T = Special Inspector - Technical SI-S = Special Inspector - Structural TA = Testing Agency F = Fabricator Accepted for the Building Department by Date SSTl.DOC Memorandum DATE: August 29, 2002 TO: Jane Kansier, Planner FROM: Robert D. Hutchins, Building Official RE: Site plan review for Lakefront Plaza Following are the results of the preliminary Site plan review for the Lakefront Plaza building. Our review was based on the Minnesota State Building Code (MSBC) which adopted with amendments the 1997 Uniform Building Code (UBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 1998 Minnesota State Fire Code (MSFC) which adopted with amendments the 1997 Uniform Fire Code (UFC). The following are foundation plan comments: 4. Complete a Building Code analysis. UBC Chapter 5. Include the following: a. Occupancy Classification. b. Type of Construction. c. Location on Property. d. Allowable Floor Area. Note: a NFPA 13 system is required for fire department concerns. e. Height and Number of stories. f. Exiting. vi Submit signed architectural with exterior dimensions, structural plans and foundation shop drawings for the foundation building permit. Submit signed architectural, structural, before above grade building permit. Submit signed HV AC, plumbing, fire/smoke alarm, emergency lighting/exit signs and sprinkler plans. May be submitted at a later date. ~. Submit a soils report. J4. An S.A.C. determination must be completed by the Metropolitan Waste Control Commission. Contact Jody Edwards at 651.602.1113. ~ Provide testing documentation indicating that concrete block bearing walls, clear span floor/ceiling, supporting beams and columns, foundation walls in S-3 occupancy to J :\BUlLDING\LETRMEMO\DRC\Lakefront Plaza.DOC meet fire-resistive rating. The number of stories of the building will determine the hourly rating designation. UBC 302 and 703. {. Note: Detail 2/5 shows 2 Layers of gypsum board applied to the bottom chord of the roof trusses. If using Gypsum Association 1 hour fire resistive roof-ceiling design or any other tested 1 hour fire resistive assembly with insulation added, be aware that most systems require an additional layer of gypsum board that is required to be added to the assembly which can change the structural bearing requirements of the structure. See the 16th Edition of the Gypsum Association Fire Resistance Design Manual, General Explanatory Notes. 7: Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. ~ Provide Structural Engineered drawings of foundation panels, columns, beams, and precast floor. Include calculations of upper floor corridor walls and posts being supported by precast floor panels. The following are building plan comments: @. Provide fire lanes for fire apparatus response. Signage to read:" No Parking Fire Lane by order of Fire Department". Indicate on Site plan. Locate by Fire Hydrant and East parking lot and North Parking lot. UFC 1001.7.1. ~. If provided, indicate means of lawn irrigation. May use separate service and metering for billing purposes. l' 7', () '11. Provide detail of lawn sprinkler service stub valve and backflow prevention details. 12. Siamese connection and enunciator panels to be located by front entrance. 13. Provide HDCP signage details. ~. All Units not HDCP accessible must be HDCP adaptable and on a HDCP accessible route. MSBC 1341 Table 16.2 15~\ Structural engineer to design retaining walls over 4' -0" in height. 16. Submit Energy Envelope Calculations. MN Energy Code 7670.0100 17. Post occupant load sign in Party Rooms. UBC 1007.2.6. {8. Provide fire extinguishers minimum 2A10BC rated, within 75 feet travel distance of all areas. UFC 1002. @ Provide testing documentation indicating that exterior and interior walls, corridor floors, open web floor trusses, and roof truss construction meets one-hour fire resistive construction. Shaft walls and elevator walls meet a fire resistive rating in R-1 occupancy. UBC 703. @ Provide documentation listing that construction (floors and walls) meets Sound Transmission Control ratings. UBC Appendix Chapter 12. 2 @ Detail 10 and 11/ S-3; Two Hour Area Separation Wall: Indicate placement of structural supports as to provide a complete separation of buildings. UBC 504.6.1. ~ Ventilation for the building must meet UBC chapter 12. Provide 15 CFM of ventilation per occupant in the corridor. ( 7 (fir!" 23. State of Minnesota Building Codes and Standards Division must inspect Elevator. J~ MSBC 1307.0035. t)fP )Jf24. Provide a Class III standpipe in each stairway. UBC 904.5.3 ~5. Provide Draftstops with an area not to exceed 9000 s.f. and the greatest horizontal dimension may be 100 feet. UBC 708.3.1.2.2 Exception. @ Provide attic ventilation clear vent specifications and calculations for each of the separate attic areas. UBC 1505.3. ~7. Sht. 2 of 6 civil: Provide a plumbing fixture count to prove sanitary sewer sizing. ~8. Sht. 2 of 6 civil: Show existing fire hydrants adjacent to site. 2~. Install Fire Department lock box. An application is received at time of building permit. 30. provideY~h~~ sections similar to detail 1/6. /6/S 31. Minimum of one HDCP parking stall to be van accessible. MSBC 1341. 0403 Item E. l' I~{N ,,0 32. HDCP parking to be 't1isp(}rsed--betweenintefier-andexteriorparking areas;-MSBC 1341.0403 Item E Sub item 1. ~-, I 33; Provide HDCP ramp detail. MSBC 1341.0430.:: L '?'./' ( 34. Address UBC sections 706 Fire-resistive Joints, 708 Draft stops, 709 Penetrations of plumbing pipes, sprinkler pipes, flues, heating pipes ventilation, exhaust pipes, electrical and communication wires), 710 Floor Ceilings (plumbing pipes, plumbing "p" traps), and 711 Shaft Enclosures. 35. Sht. S-5: Explain live loads in meeting @ 80 psf, retail @ 75 psf, and storage rooms @ 80 psf. As per UBC table l6-A indicates 100,100 and 125 psfrespectively. This is a preliminary review based only on conceptual plans. Other code items will be addressed when the preliminary plans are submitted. The building plans must be reviewed by the Cities Developmental Review Committee (DRC) which consists of representatives of Planning, Engineering, Parks, Finance, and Building Departments. The DRC must approve the site plans before a building permit can be issued. 3 2726 Summer Street NE Minneapolis, MN 55413 ~ Specialty Building Products lFirestop Submittall October 1, 2002 Mr. Scott McCloud Sedgwick Heating 8910 Wentworth Ave. So. Bloomington, MN 55420 Subject: Firestop Submittal for Keeler Apartment Building Project (Minneapolis, MN) Dear Scott: The following information was compiled specifically for the Keeler Apartment Building project firestop system requirements. The general criteria for these applications are tire/smoke stopping systems that provide the specified hour ratings, and are supported by UL t:.>sting. Based on tiretest performance conducted under ASTM E-814/UL 1479, and on UL Systems contained in their 2002 "Fire Resistance Directory," it is our opinion that they can provide the hourly ratings required for the Keeler Apartment Building project. To develop the best solutions for your various applications these recommendations will utilize Firestop technology from Grace Construction Products. These solutions are outlined on the attached applications list along with the related detail drawings. These solutions should satisfy all your project requirements. If there are any questions please call me directly. Thanks for the opportunity to work with you and we will be available to give you complete support through the entire project. Engineering Department (KEE-SED-MH) cc: Warren Gustafson Attachments: Application List with Detail Firestop Systems and Drawings Phone: 612.781.7655 Fax: 612.781.7921 Toll Free: 800.781.7655 I I Project: Keeler Apartment Building I I Sedgwick Heating: Firestop Submittal Table of Contents: Gypsum Walls Assembly #1. Steel Vent/Duct: GRACE Drw. Ref UL System WL-7046 (Rev. #001) GRACE FS-1900 SERIES (Flame Safe Intumescent Caulk) Floor-Ceiline Assembly #2. Steel or Copper Pipe: GRACE Drw. Ref UL System FC-1023 (Rev. 000) GRACE FS-1900 SERIES (Flame Safe Intumescent Caulk) #3. Steel Vent/Duct: GRACE Drw. Ref UL System FC-7004 (Rev. #012): GRACE FS-1900 SERIES (Flame Safe Intumescent Caulk) #4. Insulated Pipe: GRACE Drw, Ref UL System FC-SOIl (Rev. #001): GRACE FS-1900 SERIES (Flame Safe Intumescent Caulk) Concrete Floor Assembly #5. Metallic Pipe (Steel, Iron and Copper): GRACE Drw. Ref UL System CAJ-1403-F-EJ4C (Floor) GRACE FS-1900 SERIES (Flame Safe Intumescent Caulk) #6. Steel VentlDuct: GRACE Drw. Ref UL System CAJ-7038-F-EJ2C (Floor) GRACE FS-1900 SERIES (Flame Safe Intumescent Caulk) Product Data Sheets Certificate of Conformance INFO: "X#." is the drawing sequential number Su lier: S ecialt Buildin Products 612-781-7655 (fax -7921 pg. 1 of 1 (SBP: KEE-SED-MH 1010112002 Stud Void -'. 1A ~ :1 SECTION A-A Well essembly - UI_ U300 or U400 Series Design 1 A. Wood studs 2 x 4. in. nominal at a max, 16 in. on center or steel studs min. 2 x 4 in. nominel at a mcx. 24 in. on center. 1 B. One layer of gyosum wallboard capable of providing a 1 hr. rating or two layers of gypsum wallboard capable of providing a 2 hr. rating. Max. diameter of penetrant opening for steel or wood framing is 7 in. 2. Penetrant 2A. Max. 6 in. diameter steel HVAC or vent duct min. 28 gauge when using FS 900+ or max. 4 in. duct min. 30 gauge when using FS 1900. Annular space - Min. 0 in. to max. 1 in. when using FS 900+ or min. 0 in. to max. 7/8 in. when using FS i 900. #/ 1- 7 A~ 3. Firestopp'nc; - FlameScfe~ FS 1900/900+ Series Sed: 3A. Optional - Backer rod compressed into annulus (leaving room for sealant), to be used as dammiriS 38. Apply FS 1900 or FS 900+ into annular space to - depth of 5/8 in. Acd a 3/8 in. bead at any pair: of aontact. NOTES 1. This system drawing is provided to aid in the installation and selection of the UL listed design. The user shall refer back to the UL listed design for complete information required for submittal and approval purposes. 2. System aesign evaluated to t~~ UL 1479 (ASiM Ea 14) Fire Tests of Through-PenetratiC'n Firestops. 3. Please refer to the UL Fire R~sistance Directory for components requiring UL cla=-sification. GRPCE Construction Products W.R. Grace & Co.. Conn 62 Whittemore Ave Cambridge. ~I.-\ 02140 Phone: 800-334-8796 Fax: 617-498-+U9 E-mail: info@tlamesafe.com Th~ informacion h~re IS bJ.S~d on resting performed by nation;J.!ly recognized resting labor;.uories. but we do not warr.uU (he results to be obtained. Please read 3.11 stJ.temc:nts. recommendanons or suggestions in .:onJunction wirh our Conditions of SaJe which Jpply ro all goc..js supplied by us. No statement.. recommend:luo" or suggestion IS intended for ;lilY use which would infringe JnY parent \~r cooyright. Firestop Assembly P . FlameSafe FS 1900 Series Sealant or roduct. FlameSafe FS 900+ Series Sealant F Rating: 1 &: 2 HOUR UL System: WL7046 Grace Dwg # WL70.l.or1 Project: Installer: Approval: Date: Rev.# 001 7-403 r r- Chose woll a!:sembly lA. 2x6 in. or dOlAble 2x4 :n. lumber studll. lB. SOle: Plote - NOm. 2x6 ;..,. or two porolhJI in. lumber plotes. lC. Min 3/4 on, lumber or plywood ,...bfloor mo... 5 in_ aiameter penetrollt opening. , O. Nomino: 2.10 .n. JumbO'r joists Double lop plot~ eonsisling 01 t...o 2x6 in. t.O setl! of porollcl 2;(4 in. lumb~r plotes. ~ Construction Products fir 1 ;c1 BoB , F. One loyer of 9y~um wollboClrd capoblc of providing 0 1 hr. rcting or two loyers of wallboard copable of 0 2 t'lr. rcti"q (Ioeeted on wolls and C8ilirllJS of chose woll oss-emoly). . Chose wailS: mo)' 00 ofts"t from tloor :0 floof. 2. Penal'on! 2A. MOll. <I. in. No. ,)0 ~SC or "'lovi.r sleel oucl. ?~nl!!tront may pass ~ori20nlclly l~rO"91'1 jo;st l;Q"ity l'o offset choSt ""oil o~Sltmo:>, above. Anrwlor spoce - ,/4. in. nominal. 3. F'ire~toppin9 - FlomeSole$ F'S 1900 Seri~:> Seolant .3A. At floor ,"uffoce. apply FS 1900 J/4 In. deep into annulor spoc" wC1h 0 , /2 in. cr-own. ~8. At collom 01 top plate, apply FS ~ 900 ~/l5 if'.. (lflep into "nnulor ,poce ...itl'l Q 1/2 in. crow".' NOTES 1. Tnis enginee(i~~ jwQgm41nt ;" prOPOl'cd :0 m.e: tne /:,c:;top roeing' reQ..;r~ fOf I"B Ihrowgh-pO'nclro\ion oS9~"'bl. .1' Q",cr:ltion, 2. O~i9" :~ bQ~ad on on approv.," sync," ..O!~Cltcd \0 '"C i.L 1479 (AS'" E814) firo h~,~ 01 Thro..Ql>-P~"ettotlM r,re"op, at 0 "ol:onoll)' r"C:09n:z~ 1000'Olory (.... UL. Flol. OPL. IIle.) O:J ....11 0:; .n-noll'. 1"\:"9- J. PIIOIl. r.ler 10 tnc UL fito Re5:'tonCll O,'ectory for compOl'e"t, tCQllitin9 UL c:lonilic:olion. W.R. Crlllte &: Co. . CUIUJ Q Whltteltlo~ Ave Cltmbrid/:C. MA 02140 Pho~e:~6~33-3726 hx: C;n-4,.....,l~ E-mail: illfo4jlllarat.Sllle.com Project: Lalce FroM Plo~o Prior Lok.., "/Ii Insll:lll.r: SltClg.let Heeting Oesignud by <:ro.g 80uchur C.E. A~P'OV8d by Phll Zanghi C.t. DOl.: l(ZZ(O:J flnlstop As~.mbly Eflglnoering Judgm"I'It Product: nQf1\oSot, rs 1900 Serlo, S.,gloni r"-" F Roling: Roterencod Ul 5nhun: Grece 0"'9 , 1 OR 2 HOUR rc:700~ A: rC7019 f'C7004rl-f.l4:C Tht. ~rm tw'r" ....r4Qr\ cJ.MlIu.J.MII"..h.,,,,, 00Il1~ ... t>a.... >nil ......_...... .u..o.i c,,, 01< "let. c~ lII"'flllptlO'D ad nnIiO'#lOf'I. b.11 ....000 no! __ lite It6blu II) llC oblGllcd. Pio>6J 19"" :oll.~l\_ ~'IlllII'" ,.~ .iIlODOVvoaioo ""Ill 0... CIl""'_ 6' '01. .I~'" ""*' to oil ~ ,",'pia..l by u.. ,.." .utW41WII~ ...'" ......, ..~ *' .........~..A . w.-,..- Iv< OAr "". wllld\ wOolJ4 ~ 14> ,a!.nt ot COlll'tlf.ll" ............' --- 1-&::"""'-":::""-'.....,) . r....'-"... .....1.,.Jr _~.,,"-'. ......,.c:;..J '-'" J ..;../.c:;.., r r- Ckcse .011 o~sembly 'A. 2)16 in. or double 2x4 :n. Ivt'J",bllr studs. 'B. Sole Plote - Nom. 2x6 ;". or two parallel in. lumbsr plote" lC. Min 3/4;n, lumD'or or plywood ,...bfloor mo". Sin. C1iameter Qenetrol>t openinljl. , O. Nomil"loi 211 1 0 in. lumbC'f joists OQ\,lDle lop plate eonsislin<;l 01 two 2_6 in. t-o '!Jetl! of porollel 2>:4 in. lumber plotes. GRPCE Construction Products fiT 1 ;t/ f30B 1F. One loyer 01 9YP3um _oilboQrd c:cpoOlc of providing c 1 hr. fcting or t..o loycrs or wQilbOOrcl copable at 0 2 r-r. rct'''g (Iottled on wolls o"d csilillljS of chose woll Oss.em'Jly). . Chose wollS moy la ollset from tlcor \0 floor. 2. Penottcn! 2A. Mo_. r1 in, No. JO MSC II' nqovi.r sleel cuet. Penetrant mey poss l'lorizo"tclly t~ro"'gt'l jo;st l;~"ity to offset choSt '/roll o3S~m::>iy above. Annuler spoce - '/4 in. nominel. 3. Fire~topp;n9 - FlomeSote* FS 1900 Ser;ll'~ Seolont JA. At (loor &urtcce. OpOI)' rs 1900 :J/4 in. deep into on"uJor space with a '/2 in. cro..n. .36. At bolta"., or top plQte. cpply FS ~900 ~/a it'.. (lflep into ~nn",lor space witl'l 0 1/2 in. crow"',' NOTES 1. 1"13 enginee(i(lg jlldgm.nt i$ prOPC$cd :0 mae: !t'll! ';,c::top rOling' reQ..;r~ lor 1"0 Ihro"Qh-lIcnc\~\ion OS9~rnbl? .n Q",c:,tion. 2. O"i9" :~ bo~~d on on opor"..."" 5)'10\."" "'O!~"ted \0 1/'" I..L 1479 (AS'" EB14) firo Tut: 01 Thrcw9t1-Penet",tlM Fire~noP' at 0 nal;onall)' '.C09n:l~ 'obo,..""" <..'1 UL. Fiji. OPL. Il!e.) 02 ,...11 0:: ;"'-"""0. 1..\:"9- .}. PlIlO1l. r.rer \0 the UL firt ~e~:llonc:e O,/eClory (or eompo~ent' 'cQ"ir;nq UL clonilital;"n, W.R. Crlllte &; Co. . CUl1.O Q Wbltterno~ A Vt Cllmbri4gc. MA. 02140 J'llOII~: rl6G.333-3n6 F:\x: Cl17 -4!)8.4419 E-mail: luro<ljlllDrDtulc.wm P~t)ieet: Loke FroM Plozo Prlor Loke, ..,.. r("- flrestop A~$.mbly El'lg/neDring Judgmo,,' Produet: nct1\oSol. rs (gOO Sarles S.,lllollf r Rolln9: , OR 2 HOUR Rotor.need Ul SntQm: Groce OW9 , fC7004rl-(J:.tC InSfCln.,.: Sedgwlclc Heating Oesignud by Cro;g Sguchar C.E. Al'provsd by Phll Zo"ghl C.r. Do'.~ l/ZZ/o:) rc:70OA &: rC7019 lb~ ~~ twrII~, "'w4qn d.tauwJ."".",""h.,,-t: OOII~""k,.... _ ~0an4... ~~ (...V'4J~\)~/~ t~ lIIWC'IIl,pClO'D ad nnfi,,~a,t. b.1I ...0 ~ nol wlltnIll " _Ill III Ie o'DlGDcd. I'Joo6,r t'I;wl :oil ._ll. ~._.",...~.iII~oaioo....lb 0.... t'Il""'_o"oIc .I~~ .,.rylOoIl~ ,.\.......11>)' u'- ~ ."'IW._. ....~"'-IIIoI~ .... ..t+-"Ill""'n . w._'''_ lw "" ""< ..1IlclI..o..Jll ~ Wl)-,.a,"nt(lteop~FlIr. r _ .Go .,.... ..... .---. ~, ~Il,: .- " 1 r ~ f:. #2, I - I 2A 2. Penetrant 2A. Max. 4 in. steel pipe, EMT, steel conduit, or copper pipe or tubing. Annular space - to mcx. 1/2 in. may be used. Min. 0 in. (point-of-contact) A continuous point-of-contact 3, Firestopping - FlameSafe~ FS 1900 Series Sealant, FlameSafe1!) FS 900+ Series Sealant. 3A. At floor surface, apply FS 1900 or FS 900+ 3/4 in. deep into annular space with a 1/4 in. crown. 1. Chase 'Nell assembly - UL L500 Series Design 1A. 2x6 in. or double 2x<l. in. lumber studs. 38. At bottom of top plcte, apply FS 1900 or FS 900:.:- 5/8 in. deep into annular space with a 1/4 in. crown. 18. Sole Plate - Nom. 2x6 in. or two parallel 2x4 in. lumber plates. 1 C. Min. 3/4 in. lumber or plywood subfloor with a max. 5 in. diameter penetrant opening. 1 D. Nominal 2x 10 in. lumber joists. 1 E. Double top plate consisting af two 2x6 in. or two sets of parallel 2x4 in. lumber plates. 1 F. One layer of gypsum wallboard capable of providing a 1 hr. rating (located on all walls and ceilings of chase system). (When penetrant is installed with a continuous point- of-contact, apply a 1/2 in. bead of sealant at floor surface and bottom of top plate) NOTES 1. This system drawing is provided to aid in the installation and selection of the UL listed design. The user shall refer back to the UL listed design for complete information required for submittal and approval purposes. 2. System design evaluated to the UL 1479 (ASTM E814) Fire Tests of Through-Penetration Firestops. 3. Pleas.. refer to the UL Fire Resistance Directory for components requiring UL classification. W.R. Grace & Co. - Conn 62 Whittemore Ave Cambridge. yIA 021-JO Phone: 800-33~-8796 Fax: 617-~98-+n9 E-mail: info@tlamesafe.com GRPCE Construction Products Firestop Assembly Project: Pdt. FlameSafe FS 1900 Series Sealant or Installer: ro uc. FlameSafe FS 900+ Series Sealant F Rating: 1 HOUR Approval: Date: , , The information h~re is based on testing pert-anned by n;,uion:J.i1 y recognized resting laboratories. but we do not WJrr:1O[ the re~ult5 to he:: obtained. PI":JSe read ~l $[;lrement5. recommendations 0r .;;uggestlons in conjuncrion with OUf Cundi(ions of Sale which Jpply W ~l goods supplied by us. :-Jo :i[J.lemen(. recommend;Juon or sug~es(ion IS intended for any use \l,-'hich wouid infringe :my ~.H~n: ,-"r cooynghr. UL System: FC1023 Grace Dwg If FC1023r1 Rev.1f 001 1-20L ~ #.3 , J - 1 A ~ / SECTION A-A 1. Floor-ceilina assemblv - UL L5CO Series Design 1 A. Min. 3/.:1 in. lumber or plywood subfloor with a mex. 4-1/2 in. diameter penetrant opening. 18. Nominel 2x10 in. lumber joists or trusses (wcod or steel). . 1 C. One layer of gypsum wellboard capable of providing a 1 hr. rating or two layers of gypsum wallboard capable of a 2 hr. rating. * System may be used with a chase wall assembly. 2. Penetrant 2A. Max. 4 in. No. 28 MSG or heavier steel duct. .A.nnular space - 1/4 in. nominal. A ~ 3. Firestopping - FlameSafeSl FS 1900 Series Secient. 3A. At floor surface, appiy FS 1900 3/4 in. dee;:J into annular space with a 1/4 in. crown. 32. At ceiling surface, apply FS 1900 5/8 in. deep into annular space with a 1/4 in. crown. NOTES 1. This system drawing is provided to aid in the installation and selection of the UL listed design. The user shall refer back to the UL listed design for complete information required for submittal and approval purposes. 2. System design evaluated to the UL 1479 (ASTM E814) Fire Tests of Through-Penp.tration Firestops. 3. Please refer to the UL Fire Resistance Directory for components requiring UL classification. GRPCE Construction Products W.R. Grace & Co. - Conn 62 Whittemore Ave Cambridge. 'IA 021.tO Phone: 800-334-8796 Fax: 617-498-+419 E-mail: info@flamesafe.com Firestop Assembly Product: FlameSafe FS1900 Series Sealant F Ra"ng: 1 & 2 HOUR UL System: FC7004 Grece Dwg # FC7004r2 Project: Installer: Approval: Date: Rev.' 0012 7-201 .1 The information h~re is based on testing ~rf~rmed by nationally recognized testin~ labor.uories. bUl we do not warrant the results to be- obtained. ?le:lS<: read all st3temencs. recommendations or sWZ2estions in conjunction \Vilh our Conditions of Sale whil.:h apply (0 JII g:oods supplied by us. No statemc:nt. rccommc:ndation 0r m!:\J~stion is im~nded for lIlV us~ '."hich \vould infringe :.my pat~n[-0r ..:opynghr. . #' ij-, I - I A ~ A \ / SECTION A-A 3. Firestopoing - FlameSafe~ FS 1900 Series Sealant. 3A. At floor surface, apply FS 1900 3/4 in. deeD :n:-: annular space with a 1/4 in. crown. 1. Floor-ceilina asse:.'blv - UL L500 Series Design lA. Min. 3/4 in. IL;:.'oer or plywood subfloor with a :.'ax. 4-3/4 in. diameter penetrant opening. 1 B. Nominal 2x10 in. lumber joists or trusses (wood or steel). 38. At ceiling surface apply FS 1900 5/8 in. deep into annular space with a 1/4 in. crown. 1 C. One layer of gypsum wallboard capable of providing a 1 hr. rating. * _ System may be used with a chase wall assembly. 2. Penetrant 2A. MdX. 1-1/2 in. steel pipe, copper pipe, or copper tubing with 1 in. nominal fiberglass insulation. NOTES Annular socce - Min. 1/2 in. to max. 5/8 in. at gyp. board ceiling and subfloor. Max. 1 -1/2 in. steel pipe, copper pipe, or copper tubing with 3/4 in. AS/PVC (armaflex) insulation. 1. This system drawing is provided to aid in the installation and selection of the UL listed design. The user shall refer back to the UL listed design for complete information required far submittal and approval purposes. 2. System design evaluated to the UL 1479 (ASiM E814) Fire Tests of Through-Penetration Firestops. 3. Pleose refer to the UL Fire Resistance Directory for components requiring UL classification. An:1ular space - Min. 1/4 in. to max. 5/8 in. at gyp. board ceiling and subfloor. W.R. Grace & Co. - Conn 62 Whittemore Ave Cambridge. MA 021.J0 Phone: 800-334-8i96 Fax: 61i-.J98-+.H9 E-mail: info@tlamesafe.com The information h~re is basc:d on resting ,.-.ehonned by nationaH: reco2TIized r~stin~ labor:ltonc:::s. but W~ do not warrant the results to ().;:- obtained. P!~a.se read JoU st:l(em~nLS. re~ommc:ndations 0r :iUggt:-;.tions in conjunction with our C0ndiuons of Sale whid, ..lppiy to 3.11 goods suppli~d by us. ~o :,t:l[em~nL. recomm~nd:1tl In or 'iuggestian is lm~nd~d tor :.ll1y use: whil.':h would infringe ~my pa(~nt or ~o9yright. GRACE Construction Products Project: Installer: Firestop Assembly Product: FlameSafe FS 1900 Series Sealant F Rating: 1 HOUR UL System: FC5011 Grace Dwg iF FC5011rl Approval: Date: Rev.# 001 5-202 #-&: 1- J A . '0. ~~o ~ . <Ill.. A ... SECTION A-A 1. ::-icor-o:;"iiinQ o~:le~bl.. 1 A. Min. a ;n. pr!l-Ccst concrete 'lc!fo.. cot'! ul"it~ c;:;eble :;f 0 J hr. ~til1g. Max. 7 in. diemetar penetrc,"l opening. .j. Fir,st::cir.c - ~~~eS;;!e~ .F'S 900+ /19CO See/ant JA. Optioncl ~inercJ lfool (4 >lC;) or /:lec:.:"r rod (net snC'Wn) cOrr'cr~ssed j.,te cnr."lor $;:003 t; cct os c damming ;'1"loterioJ, l,=:ving room fer the :!ecIQnt. ,33. At .:~li nq slOr/oce. opply c5 see + or F'S 190C into annuler 'P<lce :0 0 1 i.,. eepth end odd o 1/2 in. ~cd at ;m:t poir:! 01 centeet. Z. D~netront 2A. One of the !ollowing may be usee: t. Max. 6 in. steel at iron pipe. !1. !.Ios. 6 in. caoger pipe or tubing. III. ~(lZ. 6 in. EMi or :lteel ~nduit. NOTES I. Tllis .n9;n..,:n9 j"'C:9""",t ,5 propo_d [0 m..t tho /iratep rotin.;. rcquirw,j lor tile througl1-!>'I"eVlltion oss.mbly in Question. Annular !iCiCle: - /,Iin. 0 ;n. (pcint at :entcct) to mox. .3/1, in. Z. Ca;qn i, ~5ec On on approv.d ~lem ...oluot.d to th, Ul 1 479 (ASTI4 EB 1 4) ~re T "t~ at Thrawc;Il-;::.ntrtrCltiQtl .:",.to01l at ~ "ClCiOflclly rwco9"ile<l IClI:Cralcry (II.:;. Ul. F\I. CPL. etc.) 05 ..ell os ;n-nou.. teslj"g. J. ?~" ",fer te :1,. UI. ..,.. ~si.tll"c. O;rwctary lOr ccmoonent& t'sQui,il"\l:] UL classifh:ction. flr'lltop Assembly Engineering Judgment P~duc:j: ROrMS.t. ;S ~+/l~OO 5erin Seolont. ',,11aller: Project: W.R. Grace &: Co. - Conn 62 Whj~more Ave C;unbri~. MA 1J214IJ Pbone: 860.J33-37:!6 F3.C 611-49~19 E.aWl; in'c@namea{~.= The 111I'_... .. " buod "" Oar....._...... _I.llo_..___io~~:ta__, ~""lIIII4_..,~lIlII_liolllX _:llo'-"-toClc_ i'l:_ru4ol1_ "'" ~ '~'mIar~IQ~.uII-out c--. 0/ Soloo -Ill<ll 'PPi, lD all &.-lI..... ~ ... :;.___.._claoIlo_ ; n.. .., _ ..lltdl WOoll4 im:ncw ..., :><"II' tIC ~~ GRICE ConstructIon Products F' Rall"g: ReterenCet: UL 5nt.m: ~ ~OtJR C.l.J1403 Oeslgned by Craig Boucher C.S:. Approvwd by Phi! Zong;,; c.r. Dote: 7/19/02 (in:..:. Ow') , CAJ1403-1"-t:J4C SECTION A-A =It' 6, ) - I J. t.re::ltcppinq - FlomeSofe e FS 900+ Serie::l Sealant ~. Mineral wool (4 pcf) compressed into onnulor SlXIce ot Q min. 6 in. depth, leaving room for seolonl (floor and ceiling surface). 1. Flcor ossembly 1A. Min. 8 in. ~re co:!t hollow-core concrete \,Inits capable of providing 0 J hr. roting. Mo,,_ a rn. diameter penetrant opening. 36. At /loor end ceiling surfaces, apply F"S 900+ into annular spoce to a min. 1 in. depth and finiSh flush with floor lellilin9 surfOClI. NOTES 2. Penetrant 2... MOll. 5 in. diemeter spirol ..ound steel duct. No. 28 gouge or heavier. 1. This enqineerinq judgment is proocsllCS to meot tho firostop rotinQs reQloIired for the lhrougll-pllncttrotion nsernb'T in Que.tion. 2. Design is 1l0MCl on an approvaCS s)'stom CYQluoteCl to lhe UL 1479 (ASTM ES14) r.... Telts of Through-~netrotion Firestop. at 0 nationally rec~niled loboratory (e.g. Ul. FW. OPL. etc.) 01 ..ell 01 in-I'IQulC testing. J. PlIlOS. refer to the UL Fir, Resistonce Oirwctory for compon."I. requirin9 UL clauifielltion. Annuler spoce - Min. 1/2 in. to mo". 1 -1/2 in. GRPCE Construction Products F1restop Assembly engineerIng Judgment Produ~: FlamlSaf. FS 900+ Serl.. Sealant. F' Ratlnll: J HOUR R.fe,...nced CAJ7038 I; CAJ7075 UL System: Gro.:e OWV , CAJ7075-f'-EJ2C Project: Installer: aesrgned by CraIg Bauch.r C.E. Approved by Phil Zanghi C.E. OaN: 9/19/02 W.R. Gntce " Co. . Conn 62 Whitttmon Ave Cambridge, MA 02140 PIIone: lI66-m-37%6 Fax: 617~19 E.DJai1: inro@t1am~1D The intarmallOllllm " lluat OIl dIlIllld lalew~ Ql*ItImd 10 be 1nIe InlS ICCVIlI: .116 if otfInoIfGrllll...... ___ ~ udvcritll:llicla.bul1lCdoagl W1ItlG lbo &a1IiIIlII be obIalIIe4. P1tuc lad 111_.. """"""'cndal>.... or IUwllioaa ID OCIU\IIlC'.ioa wIt!I_ ~~ Qot sw. ~ ~ 1e..A ~....-.. ~ -. :'40-...-....." -....._~,.;-w Cer IIl7 _ ...1lkIl wo1lld izdii"p ...,. ,.... 0< ""P)'1ipt. fl~~ Grace Construction Products FlameSafe" FS 1900 Series Sealant - Dynamic Movement Approved (Patent Pending) General D~S4:ription Flamesafe:; FS 1900 is a high-perform::mce, elas- tomeric and intumescent sealant. It is a hi2:h- solids. water-based compound engineered to pro- vide exceptional adhesive and elastomeric properties for the demanding firestop requirements of pipe. cable. sprinkler penetrations and construction joints in environ- ments subjected to frequent expansion and contraction. FS 1900 is highly intumescent. It expands up to 7 times 000%) its original volume to fin the void created by the melting and burning of Pye, CPye, cc-Pye, ABS. cc-ABS. PEX, insulated pipe, and plastic-coated cables. FS 1900 does not contain solvents. As a result. it is not toxic and cannot damage plastic pipes or cable jackets. Physical Properties Color Odor Yehicle Weight Red* Faint Latex Water-based 10.0 lbs/gal ( 1.2 kg/U 10-11 700S7c (400 to 900 F)/(40to 320 C) (400 to 900 F)/(40to 320 C) Passed o pH Volume Expansion Installation Temp. Storage Temp. AST:vI C719 Flame Spread (ASTM E8...J.) Smoke Developed ( .-\ST:vI E3...J.) 5 ?r,\)[" tl) 3- I=' q-. FS1\)Oj) \\.h ~lll:~ ~r:...} FS 1900 SERIES SEALANT INTUIVIESCENT, ELASTOMERIC FIRESTOP FEATURES · UL Approved · Factory Mutual certified · Warnock Hersey listed · Up to 3 hour fire-rating · UL 1 and 2 hour fire-rated systems for CPVC · Tested to UL 1479 (ASTM E814), UL 2079 (ASTM E1399), ASTM C719, ASTM E84 (UL 723) · Used in bus and HVAC ducts, through-penetrations with mi'Xed penetrants, metallic or non-metallic pipes, and construction joints · Wood joist and chase wall floor-ceiling assemblies · Excellent adhesion · Water-based, high-solids · No solvents · No silicones, no outgassing · Caulkable or trowelable · Two-stage intumescent system · Highly intumescent -700% · Elastomeric · Sandable/paintable · Easily repaired or repenetrated GRACE Construc~on Products ~llli"'. CPVC & PVC System UL System WL 2038 - 1 & 2 Hour ..['llll"" GYPSUM WALLBOARD -- 5/8" TWO LAYERS MAX 2" DIA. PVC. CPVC. OR NON.METALlIC CONDUIT FlameSafe" FS 1900 1 1/4" DEEP ~ FlameSafe FS1900. FOR 3 HR. FIRE.RATING. D~/ APPLY A MIN. 1 IN. THICK FLUSH WITH THE ..... '.~' FLOOR. APPLY A 3/8 IN. CROWN AT THE POINT ~'. '. ~. . r OF CONTACT. ... '.~ '- MIN. 4.1/2 IN. CONCRETE FLOOR. ~" - MIN. 1 IN. THICK (BACKER ROD) POLYURETHANE BACKING. NOMINAL 6 IN. DIAMETER OR SMALLER COP. PER PIPE. MAX. 24 IN. DIAM. OR SMALLER STEEL OR CAST IRON PIPE. MAX. 4 IN. DIAM. OR SMALLER EMT CONDUIT OR 6 IN. DIAM. OR - SMALLER STEEL CONDUIT. Metallic Pipe Penetration UL System CAJ1235 - 3 Hour ..[.tlll~. FlameSafe" FS 1900. At floor surface apply a 3/4" depth with a 3/8" crown. Nom. 2" x 6" or parallel 2" x 4" lumber plates. Min. 3/4" lumber or plywood subfloor. Max. 4.3/4" opening. Nom. 2" x 10" lumber joists. One layer of gypsum wallboard ceiling capable of providing a 1 hr. F rating. Double top plate consisting of two 2" x 6" or two sets of 2" x 6" or double 2" x 4" lumber studs. Max. 4" diameter or smaller PVC (soiid or cellular core) and CPVC r--I - - - - -, ploing as an open (vented) or closed I I system. I I Nom. 1/8" annular space. I ~-------: Appiy a 3/4" depth of FS 1900 at the u- I bottom plate. Appiy a 3'8" crown. I I I I L_____~ Wood Joist and Chase Wall Floor-Ceiling UL System FC2082 - 1 Hour Applicable Standards FlameSafe~ FS 1900 is classified by U nderwrit~ ers Laboratories Inc., and Underwriters Labora- tories of Canada for 1. 2 and 3 hour rated sys- tems, in accordance with ASTM E814 (UL 1479/CAN4-S 115M), Fire Tests of Through- Penetration Firestops. FS 1900 is Factory Mutual approved and listed by Warnock Hersey. It has been tested to and passed ASTM C719, Adhe- sion/Cohesion of Elastomeric Joint Sealant for Cyclic Movement (lJL 2079, Standard for Fire Tests of Joint Systems). In addition, the FS 1900 is accepted by the city of New York (MEA), the city of Los Angeles, and ICBO. Systems are available for: metallic and non- metallic pipe. cable. conduit, cable tray and duct penetrations through typical wall and floor con- struction: expansion joints; construction joints such as wall to walL floor to floor. wall to floor and curtain wall: concrete. masonry, fluted deck and gypsum substrates: wood joist floor-ceiling and chase wall assemblies. Applications FlameSafe-' FS 1900 is used to seal openings in fire-rated structures where burning plastic pipe, insulated pipe. or coated cables may compro- mise the rated system. It also can be used in bus and HVAC ducts and through-penetrations with metallic pipes and mixed penetrants. It is used in conjunction with mineral wool boards in saf- ing applications to prevent smoke, fire and toxic gases from spreJding through perimeter joints and floor slabs, openings between fluted roof and floor decks. tops of fire-rJted walls. wood joist and chase wall floor-ceiling assemblies and other construction/seismic joints. See Figures 1-4 for examples of typicJI details. FS 1900 is particularly suited for use in appli- cations where system vibration and building movement are concerns. Installation All contact surfaces must be free of loose dirt, scale. oil or other foreign materials. Installation procedures and material used may vary accord- ing to the size of opening being protected and the type of penetrant. Material may be installed using a standard or powered caulk gun. or trow- eled into place using a mason's trowel or putty knife. FS 1900 is a water-based sealant that dries through eVJporation. Time required for drying will vary according to environmental conditions. When dry, FS 1900 remains elastomeric. indefinitely. Maintenance Applications using FS 1900 are maintenance free. hO\vever. installations should be inspected periodically for accidental damage, and repaired using FS 1900 as per the original approved design. Technical Support Grace Construction Products provides Toll-Free Technical Support for all its products including FlameSafe~ FS 1900. Please call 1-800-778- 2880 for assistance in product selection and for detailed specifications and approvals. We pro- vide engineering analysis for unique firestop- ping applications, including system design drawings suitable for submittals. Material Safety Data Sheets are also available. You can also reach us at our Web site: http://www.graceconstruction.com. Warranty All statements. technical information. and rec- ommendations contained herein are based on tests we believe to be reliable. However. since the conditions of use and applications are beyond our control, Grace Construction Products shall not be liable for any damage, direct or consequentiaL resulting from the use of this material or design. Grace Construction Product's only warranty shall be to replace any of its products found to be defective. AvaUability FlameSafe~ FS 1900 is available through authorized Grace Construction Products distrib- utors in the following quantities: Description Cat. No. Volume Std. Pack Caulk Tube FS 1900 19.0 eu. in. 12 10.3 oz. (305 mil (312 cu. em.) Caulk Tube" FS 1929 57 cu. in. 6 31 oz. (.92L) (934 cu. em.) Poly Pail FS 1901 23 1.0 eu. in. 4 I gal. (3.8l) (3,788 cu. em.) Poly Pail FS 1905 1,155 cu. in. 5 gal. (19.0L) (18,942 cu. em.) . For lJS~ with po\V~red caulk gun ')l1ly. Call GraL'e Construction Prouucrs for [(1,)1 recommendarillll. FS 1900 can be used in joints between roof/floor decks (above) and drywall or masonry walls. or. power caulked into construction joint applications (below). .iiii(,'lll~!II .;.. t , F:ameSafe FS ~ 900 , Sealant. 5/8" DEEP GYPSU/.,l 'NALLSCAF:D. 1 or 2 HR. RATED TWO 5,8" THICK LAYERS Roofi1Nall (Fluted Steel Deck) Assembly WHI System PSV 1095 - 2 Hour WHI System PSV 1097 - 1 /-lour Product Estimating Guide PIPE SIZE DIAMETER OF HOLE (INCHES) Pipe Trade I I I , I 18 119 0,0. Size 1 2 3 4 5 6.5 7 8 9 10 11 12 13 14 15 16 17 20 0.54 1/4 0.3 1.5 3.4 6.2 I I I I I I 0.68 318 0.2 1.4 3.6 6.1 I I I I 0.64 1/2 0.1 1.3 3.3 6.0 I ! 1 1.05 3/4 1.1 3.1 5.8 I I 1.32 1 0.9 2.6 5.6 9.1 I ! I 1.66 1-1/4 0.5 2.5 5.2 6.7 I I I 1.90 1-1/2 0.2 2.1 4.9 8.4 I I I I 2.36 2 1.3 4.1 7.6 11.9 I I I i I I 2.66 2-1/2 0.3 3.0 6.6 10.9 I I I 1 ! I 3.50 3 1.5 5.0 9.3 14.4 20.3 27.0 I I I T I I 4.00 3-1/2 3.5 7.9 13.0 18.8 25.5 ! i I I 4.50 4 1.9 6.2 11.3 17.2 23.9 31.3 I 39.6 48.61 I I I I I 5.56 5 2.0 7.1 13.0 19.7 2711 35.61 44A I I i I I 6.63 6 20 I 7.9 14.5 22.0 30.2 I 39.3 I 49.1 I 5971 711: I I I 8.63 6 I 2.6 10.0 18.31 27.3 I 37.11 4771 59.1 : I I i 10.75 10 ! 2.1 ! 1121 2101 3161 43.0 I 51.1 i 68.11 81.8 I 12.75 12 1 1 251 13.11 24.51 36.7 i 49.6 63.4 I 14.00 14 1 I I 1 I I 11.41 23.5 I 36.5! 50.2 i 64.8 80.1 16.00 16 i 1 I i I 1 12.9 26.7141.2 56.5 16.00 16 I I I I I I , I i 114.5 29.8 I For Through-Wall Pipe Penetrations FS 1900 required in cubic inches per half-inch of installed depth. Estimating Guide for Ruted DeckIWall Joints ,0 _5 I , ~.: .,~.~.~..::::..~-L I -' FS 1900 volume can be estimated using this formula: VOL = [(1/2 0 x L) + (8 x L)] x T D T Vol Length of wall (in) Space from top of wall to bottom of metal pan flute (in),<",,~,,)~,'~,;:W'*(~,,;i~ = Depth of flute (in) , . -. k"Y;,'" Thickness of FS 1900 (in) Cubic inches FS 1900 required where L S Specialty Building Products 2726 Summer Street NE Minneapolis. MN 55..13 (612)781-7655 (Fax -7921) ~12@V For Technical Assistance call us at 800-778-2880 I~ .\\ULC'j \.:~:-I ........ ~<!> ~ Visit our website at: www.graceconstruction.com W. R. Grace & Co.-Conn.. 62 Whittemore Avenue. Cambridge, :YL\ 02140-l692 GRACE Construction Products FL-\~IESAFE is a ~gistered tr:ldemarlc of W. R. Grace & Co,-CuM \Ve \wpo: the information gi..en here will be I'1elpful. It IS based \)n dara .!Od kno... kdge consld.ered II) be true .1na .lCcur:ue ;mdls ufkred for the user's consideratIon. In\eS11saUon and \'entl.:auon. :'>lothing contained he~in consmules a represenr.:mon hur we do ;\01 W;IITJnt the resullS to be ob!.11Oed. Plea.s.e read aU statement!. ret'ommend.monJ or suggesllons 10 conjuncuon with our Cundltions or" Sale ....hlch apply to ail !'=(l....ds suoplled b~' us. ....0 sr;l.tement. recommend:mon or suggestion IS lnlended for ;lnY use Whl.:h would LOfringe any ;:oatent or copyn~h!. Gr:lce C..)Ilsrru.:tlOn Prr>Juc!s \V R. (i,ace.).:. (:,)-('ono. r>2 \Vhmemore .-\venue. Cambndge. :'-\.\ 02l.u) The~c: proJucts may be .;o\.-c:red by patents or patents pending:. r 200 I \V. R. /..ir.h,:e ...\:: C).-Lano. FS-IOOA Pnnted in C.S.A. ].'0 t EPDIAP/6K General Certificate of Conformance FlameSafe@ Firestop Products F1ameSafe~ FS1900 Sealant1.2 FlameSafe~ FS90O+ Sealant1.2 FlameSafe~ FS900 Sealantl FlameSafe 0& Mortar Seal FlameSafel!l FSPIIOO Putty FlameSafe~ FSPlOi7 Puttv Pad FlameSafe ~ FSP 1 000 Pun;, FlameSafe~ FSWS Wrap Strip FlameSafe <& S 100 Seal ant I FlameSafe~ FSD Device FlameSafe~ FS3000 Coatin~l.2 FlameSafetlt FS2900 Coatingl.2 F1ameSafe~ FSIS Intumescent Sleeve FlameSafe ~ Pillows FlameSafe'~ Bags KES Sealbags FlameSafe' FS500 I FST600 Sealant1 FlameSafet& C700S Sating Sealantl'! FlameSafetlt PB 1 00 Panel Board THESE PRODUCTS COMPLY WITH THE FOLLOWING ASTM ST A1~ARDS: ASTM E 119 Fire Tests of Building Construction and Materials Fire Tests of lbrough Penetration Fire Stops (Under positive furnace pressure of minimum .01 inches of water) Surface Burning Characteristics of Building Materials Test Method for Fire Resistive Joint Systems Cyclic Movement and MC3S1IIring the Minimum and Maximum Joint Widths of Architectural Joint Systems ASTM E 814 I ASTM E 84 1 ASTM E 1966 ASTM E 1399 No asbestos or PCBs are used or contained in these products. ~~~ Michael Richardson Worldwide QA Manager ~:nQ Teclmical Servi s Manager ~~<- Dattr" i- Z--Z--O'Z- Date alSSh JSSH ARCHITECTS, INC. 14525 highway 7 suite 375 minnetonka, mn. 55345 ph. 952-935-6337 fax. 952-935-0878 ole. November 15,2002 Mr. Robert D. Hutchins City of Prior Lake Building Inspection Division 16200 Eagle Creek Ave. SE Prior Lake, MN 55372-1714 RE: LAKEFRONT PLAZA CONDOMINIUMS PRIOR LAKE, MINNESOTA Dear Mr. Hutchins: This letter is in response to your Code Review Letter dated 11/7/02 for the above project. I will respond in the same numerical order as you have listed your concerns: Items 7, 15,35,47 and 48 will be responded to by Bill Blanchard of Blanchard Engineer- ing under separate cover. Items 9, 13,31,32,33,36 and 37 will be responded to under separate cover by Nick Polta of Pioneer Engineering. Items 16 and 34 will be responded to by Curt Smith of Steen Engineering under separate cover. Item 17 We will provide an occupant load sign indicating the maximum occupancy of 90 people based on an effective floor area of 1,360 sq. ft. and using 15 sq. ft. per occupant. Item 19 Based on our discussion that you feel that the subcontractor need to know the exact speci- fications for the construction of the rated wall assemblies, we are having the Contractor preparing a booklet for use on the jobsite once the specific manufacturer, supplier and subcontractor is known. Item 20 The same criteria holds true for the sound control as mentioned in Item 19 above. Item 26 Regarding attic ventilation, calculations - see attached Exhibit A. Providing Experience, Relationships and Shared Goals Mr. Robert Hutchins -2- November 15, 2002 Item 30 Our Detail 14/14 is the typical wall type carried to the underside of the roof sheathing, and Detail 12/12 is meant to cover smaller duct shafts. Item 38 Relating to the spacing of any stair or railing balusters - the maximum spacing at any stair or railing baluster is to be 3-7/8". All railings are to be a minimum of 42" high rela- tive to the adjacent finished horizontal surface. Item 39 The Contractor will provide Shop Drawings indicating a minimum 1 hr. fire rating on attic access panels and fire extinguisher cabinets. Item 40 Attic access panels for the east wing will be located just outside of the Stair B stairwell. The attic access panel for the south wing will be located within the trash/recycling room 356. Item 41 Relating to the additive fire rating method at the face brick veneer walls - see attached Exhibit B. Item 42 The wall design U334 shown is at the corridor bearing wall condition adjacent to Doors 159,259 and 359. Item 43 Since the UL design L528 has not been tested with insulation in it, the 3" batts will be eliminated and the sound test requirements mentioned in Item 20 will take that into ac- count. Item 44 Fire resistive (labeled) corridor doors will bear the'S' label and will have smoke and draft control assemblies. Item 45 I apologize for having confusion relating to the doors. Much of it has to do with a dis- crepancy with the 1/16" Plans and the blown up core plans which has different numbers. Attached is a marked-up door schedule reflecting your concerns and a marked up core plans indicating the proper room and door numbers. These will be properly brought up- to-date in the next few days. Mr. Robert Hutchins -3- November 15,2002 Item 46 The shear wall locations within the party walls are as follows: Levell Between units III & 113, 113 & 115, 115 & 117, 117 & 121, 121 & Commons Room, Kitchen 150 & Unit 125,125 & 127, 127 & 129, 129 & 131, 131 & 133, both sides of Stair C, 130 & 128, 128 & 126, 126 & 124, 124 & 122, both sides of Stair B, Lobby area & Unit 120, 120 & 118, 118 & 116, 116 & 114, 114 & 112, & both sides of Stair A.. Level 2 Between Units 207 & 208, 207 & 209, 211 & 213, 215 & 217, 219 & 221, 223 & 225, 227 & 229, 231 & 233, 235 & 237, 234 & 232, west side of Stair C, 228 & 226, 224 & 222, east side of Stair B, 220 & 218, 216 & 214, north side of Stair A, 210 & 208. Level 3 Between Units 307 & 308, 311 & 313, 317 & 319, 323 & 325,329 & 331, 333 & 335, 337 & 334, 330 & 328, 324 & 322, common wall at guest suites, 320 & 318, 314 & 312. Item 49 Regarding the protection swinging gate at the head of the first flight of stairs at Stairwells 'A', 'B' & 'C', we will provide a gate as detailedin new Detail 5/9. Item 50 Relating to the continuous ridge vents, we will make sure that there will be no openings in the ridge, soffits or fascia for a 5' clear dimension on each side ofthe area separation walls. The ridge vents will be terminated at the line of the attic draft stops. Please feel free to contact me if you have any questions or comments. We look forward to continuing to work with you on this exciting project. Sincerely, JSSH ARCHITECTS, INC. R~n~<\">\ RFJ:gmb Cc: Mike Vallez, Wensmann Homes Mike Rentz, Job Superintendent Attachments 11/15/2002 15:05 512851r-S1 BLANCHARD PAGE 02 BIanchanI_ SIIv::*RII &JJt f f "11I ~ 6936 Washburn Ave. S. Richfield. MN 55423 612-861-e361 November 15, 2002 ... Mr. Roger John8on JSSH Architects, Inc. 14525 Hwy. 7, Slife 375 Minnetcnka, MN 55345 Re: Lakefmnt Plaza; Prior Lake. MN Dear Mr. Johnson: This letter is in response to the revieW comments in a letter from the City c:I Prior Lake dated NoYember 7, 2002. 7. The 'Spedat StruduraI Testing and Inspection ScheciJIe' from the Minnasala Building Cede wa& completed. and signed by all parties during a meeting held on October 7, 2002. A copy r:J the form is enctosed with this letter. 15. Walls r:Nf!6 4 feet d win be designed if they are required. At this time, the final geomeby c:I the park trail and waifs belwBen the north side c:I the buitclng and the lake is not cxmplete. 35. The design live loads are revised as follows: Meeting @ 100 pst, Retail@ 100 pst, Storage@ 125 pst. 47. The design live load for the walkway grate is 250 pst. A datal for the grate is endosed Yoflh this letter. 48. A detail for the stair connections is proIided v.flh 1hisletter. Sincerely, ~..d~~ Wilfan G. Blanchard, PE StrudUIaI Engineer I hereby certify that 1his specification 'NaS prepared by me a under my direct supervision and that I an a duly Licensed Professional Engineer under the laws cA the State d Mimescta. Date / 1-/5"-<J 2...- Uc. No. 19567 Enclosed: Spedallnspections and Testing Schedule (1 Page 8 Y.zx 11) Exhaust Pit Grating (1 Page 8 Y.. x 11) Stairway Connection Detail (1 Page 8 % x 11) 11/15/2002 15:05 ~OV-13-Z0az 04:23PM 512851~~S1 BLANCHARD FROM-W.nl"~I,.. ~0II1S 851 mUTe T-m SPE~ INSPE<..., ION::>> ANU I ~ 111-.\31 O)~n...,,,,u; (To......... in ~..._ will" '"G~" ep.:w I....c:tIeB -.lilT....' ~ PAGE 03 P.DDZ/ODZ F-.eO ~~~~~~ F.::':~OI& j . r'~) t*' N.me ~I'~: $pcQrlCll~D Sodon ~a 1)p& or $~. Deraip* (i.) lnIpaelor 0) R.&pot" 'KA!ucRCf Aa:pcd Finn (f) 'OJ30( Concrete &. Reinf. l M ....~ Sl b;-monthlv (T1'I4<,.. er . 21 0340C concrete' T Precast; F Cert. of Comt lienee 0619 'Wo~d. ....-......AlIl F I ('.Y''' ";f' . :~.. \,,---- . . . .. . ...... I 5PeCAL ~scnON SOMDULE .. - .._- .. . .,- - - - -" - ~ I lesm<<JSQ{IJ)t.U- see s~ry of Te.t1ng . NOla:: tws seldlllc . lie 1IIkd _ iUIIi Jadotlal !a u. ~ spGIicatfoL lAl'otDIdca ~"Ic at UI:at 1Im& III be RIIell.CM -orll.. anJr flu a boIildlq ~t. . (1) ~umil flIo.. \ID lie ~c1cd uy taG Bailer.., 0.. 0) Use desafpdDa pc' u.ac. ~G JOC. V) Sp&mJ tupelOr. TCIIIlDI AI=' OC' PlIbJi;a[Of. qatiRc4 tlI ~ac:8 wiOl ~U~lS gC the ~ ~lWbI: CDdc. C-4) :r= COa~cd tv pa-ron. SU\oicles;. . fim: I)aIc: Pbm: D&lc ~ Dare F"c:ae ~\C JllmI: D:aIC: Ptzm: Pall: Pirm: f)1I~ /(/ {7 /).00 ~ ~ PIzm: T F; 1fi:~ n.m. ~~ c: 1f~ f"1I'Il1: D~ Eadlapp&aprillt& ~ &- sip t.a~ 1"hc ;ft";..;cj\l~1 n:....~ or aU p~;.. speci,1 ;IUpedO~ Il1d the ''OrlC Ibc71AicnG 10 ~"~ Inusll>e jd,nrj(jC:d an \.lie:: ~ra sio. eC lb.. ro",.. L.:t~nd: SER. $\t1IcRlf:l1 I!nPnc.c:r; cI "ceo.. ~, ,. liP'"~1 jl'spcc:or T... .. Te::u:nC ^CC'Jn F '" l"~'uiCtor A~t;l;plc::d fer ~hc: 3uihlinjt tlcpiJl"IJn"l'll by CSI~ 11/15/2002 15:33 512851F'"'Q ~' X &' METAL GRATE 6EE NOTES 1-.4 ,'..oD .... BLANCHARD PAGE 03 l. MATERIAL& GfltATE. ANGI-E'5, AND eoLT& . . .6TAlNL.E&& &TEEL AN~ AOI-E&IVE - MILT! HY 1&0 2. 112M MAXIMUM OPENING IN GRATE 3. GRATING MU$T WITW&TANC L.L . 250 P6F -4. GRATIN6 ey MeNICHOL& CO. OR BROWN-CA~ CO. 318M . "-0" .u. WA!11I!l~ AYI!. &. Rt~aD. MM ~ pW. 6N61w6361 FA)( .1~1 2" L6x4x1/4 - .'-08 &'..oM L.hx4xl/-4 In" CIA. TH~ IItOO AOHE&IVE A AT 24- MAX. SPA. EMeEO ." EXI4AUST PIT GRATING eLANC~ARD ENGINEERING .~ IIM'i . c::a.L7IlD I"IOI08:T L.AK.EFRONT PLAIA ClIILIUN4 ~ ,_ ~ _TlIMl"lAH 11IM.... __.'Y "'. 0.- ~ _ ~.....- AIC'TWAT __ .. CIlL'Y ~ i~;.:~ ..~'" ~ ~ I.AIlB 01' lloI! .'.6l1! f:l" ........cr.. ~'~!1!!!!!!/~~<.J! ....... !I.. _ ~... Dolo,.. /1-/5'-02- -.w.o._1 JIa E)(I.IALI&T PIT GRATING GaNllUCTOR LUEN.eMANN ...,.,.. 0 CICD WG8 DATI! IlIl!.f03 ..". 2002-4S _ \IlIio8 ~ 2 llWT6 11/15/2002 15:33 512851F""C,1 BLANCHARD PAGE 04 -" 3 R0UJ5 lad NAIL.e &PACED AT 3. O.c. ... ('2) I 3/4Xll 1/8 MICROLAM 112" PL. YWOOD I 1/411 PARTICLE BOARD TREADS 3 DeL I 3/....xl4 MICROLAM emlNCSER6 2 R0UJ6 10c::I NAIL6 &PACED AT 3" o.e. 1/211 PL YUJOOD RI!lER& 2x8 eL.octc:.1N6 STAIRWAY ST~IN<:SEfC CONNECTION III . 1'-0'1 (REFER TO DETAIL ~I& - DETAIL lOllS NOT u&ED) .~... .1. ~~ ~ uI~'I9~ AYE. 6. RICM=IB.D. MN ~ ........~!6l FA:lc .QoM~1 I _Y CIIII'P\'" '110&&" _ I'UlIl .... ,...._ .,. 111I _ ~ "" O~ ~ Me,...,.,.... .. ClILY ~ ~~~ .. ~ 1NI LMII CIJ,.. .T"~ mNIOf" ~g~,.0~ WI_ 6. I!I~..... DATI //-/5'-02.- __._, /!!JLANCI-IARO ENGINEEfC/NG ST AIRUlAy CONNECTION QIll UJEN&MANN -- -- 0 OA,. 1I1'lS1C:1 .-.. IIII3I!l (;WICD IIIl;S Ion' 2 -.:l.t:'l' L.AKERilONT PLAZA ..~ 1lYlZ 2002-45 01' 2 /llolTll ~v 12 02 04:53p ~.. . '~ 1:}i{~~ ~ PIONEER ~~ engineering ""J .. -itr ~~* Pi' 'eer Eng i neer i ng 6~ '81S488 p. 1 Civil Engineers. Land Planners. Land Surveyors. Landscape Architects Roger Johnson JSSH Architects 14525 Highway 7 Suite 375 / Minnetonka, Minnesota 55345 November 12,2002 Re: Lakefront Plaza Prior Lake, Minnesota P.E.# 102167 Dear Mr. Johnson: The following are in response to the City of Prior Lake Building Department comments dated November 7,2002, relative to our plans: 9. "No Parking..." signs are located on sheet 3 of 8 of the Civil Plans. 13. HDCP signs are detailed on sheet 3 of 8 of the Civil Plans. 31. Van Accessible stall is located and signed on sheet 3 of 8 of the Civil Plans. 32. HDCP stalls are dimensioned on sheet 3 of 8 of the Civil Plans. 33. HDCP ramp detail is City Plate #705 found on Sheet 8 of 8 of the Civil Plans. 36. The Main Street deck dimensions match. 37. Guard rail style to be determined by City Parks Department. Detail will be added later. If you have any questions or require any additional information please feel free to call. Sincerely, PIO~N~EE~YA. ~~(~ Nicholas Polta cc: Mike Valez, v-" ensmann Homes 2422 Enterprise Drive. Mendota Heights. Minnesota 55120. (651) 681-1914. Fax 681-9488 625 Highway 10 N.E. . Blaine. Minnesota 55434. (763) 783-1880. Fax 783-1883 n '." --;'.--'- . I ITiI g... ;';::::'\\2,:.., \ D :.-' \.;..~~ "'-..:. " .. ".'.'. .. ~ '--'_____.... ; I '. \ 1'---.---- ,t, \1 \\ '\,~(\ NOV , 4 200l J\i III U\\L _-.--J~ ENGINEERING INC. 5650 North Lilac Drive Brooklyn Center, MN 55430 763-585-6742 main 763-585-6757 fax Email: steen@steeneng,com OZMo).e, '" MEMO To: Roger J ohonson JSS Architects, Inc. Kurt Smith fi,.5 Mechanical Designer From: Date: November 12, 2002 Re: Lakefront Plaza Front Apartments Prior Lake, MN Steen #WHI20l This is in response to the City of Prior Lake Plan Review letter dated November 7, 2002. Item 16: We issued the Envelope Calculations with the Plans and Specifications to Mike Vallez on October 10, 2002. Item 34: This is covered in our Specification Section 15150 stating that the contractors will provide the required firestopping system documentation. Designing Sensible Cost Effective Solutions s.~J.+"~11 'fA" + p~~S lJ-}~'~"" p~~: lA'~r p~~S, P/Y()/L.~ hlJ..W~-rA ~: ~VENr1Ur-r'~~ut1/~ !>'(,: ~~ ~.~~ScN t . TOrJtC ~ v~/~r~ ~-r h71/~ sP,fqs. l>vl '-'bIfJ4r "r-rrle;; 5 7, ~'=" 'f F. ~o\}~~ ~ lOT Jtt.., 1:.CJ/ l!:>/4 ~ .r. ,... F1-U Vfl.J(l~1'INIr~ ftUtD ~~/f>J+ _ ~DO-- - - } !, 3. ~, ~ fLUJ.JJ/ ftt!;O ~ J FI ARGllTJECTS iNC. !~~ highw:sy 7 suite 375 Mismd9ab. ili:L~ PIa: 951935.6337 fa: ~.9S7S '.. JL0~ VVJTS '?(9(,' ~.I~, ': 31h5 ~./}J, ::. 'Z-7,~~S,F. · Cf)JJT. P-t~ V~T. 4-~ 4"";P7"1~16~.% -= 17~ ~tl~. . Fr. :. t;~:'1S ~IF, '~T *3~:3> ~,rT. @> Z,b1' WIDr!+- V~ ~:::: ~,:!>,c. I ~./~ ,!ti?,F. -::...\O+!>6~ *~~ :. ''-'hlb ~fP.T. -,. '~~'TcrrJ'fL, ~1/L-t'rT/~~ 1,1,53.+ 5'!>'/~+ lhll.f;> -::. ~~.P.7. 135 ROOF LOUVER e Model 600 ROOF LINE LOUVERS 135 Roof Louver features 14" diameter opening, aluminum screen, and a weathershielding rain guard for maximum weather protection. Available in black, brown, whiteorweathered bronze baked enamel finish, as well as mill finish. 600 Series and Model 550 feature aluminum construction, 8 x 8 perm a-coated aluminum screen extended to the edges of the cap, large nailing flange and rolled flange on vent stack to prevent weather infiltration. Available in black, brown, white or wea- thered bronze baked enamel finish as well as mill finish. 600-0 is a twin 600. ModeI600-S. designed for shake roofs, has a tall throat to allow plenty of room for air circulation after the installation of shakes. Available in brown only. e Roof Louvers featuring "The Lomanco Balance" ~~~~ 700 Series have three sides open for maximum air circulation. heavy gauge aluminum construction, fits on all roofs, 770-0 is a twin 770 unit. The 730, 750 and 770 are available in black, brown, white or weathered bronze baked enamel finish, as well as mill finish. 800 Series are a new addition to Lomanco's line of roof louvers. They are modeled after the 700 Series and are manufactured out of durable ASS plastic with U.V. protection for longer life. Large nailing flange for easy installation. The 8 x 8 perma-coated screen extends to the edges of the dome to protectfrom bird and insect intrusion. They are available in gray, brown, black orwhite. Model 865-S. designed for shake roofs, has a tall throat to allow plenty of room for air circulation after the installation of shakes. Available in gray, brown or black. 600 SERIES }let~~., ~~ Opening SquareJeet. Overall Size ' Size Louver Ventilates 14 3/8"x 171/4" x 4" 63/4" x 81/2" 86. . 16112" x 193/8" x 4 3/4" 8 1I2"'xJO-11.f' 61 .128 865-S' , 161/2")( 193/8"X611Tfo' 8112'71617' .---S 2B oAvailable in Gray, Brown, Black or White tAvailable in White, Brown, Black, or Weathered Bronze 'Recommended Stock Size "Galvanized Steel 4t c.-__ _..>..'_. Model NO. }3l} .*750 '*75O-G TlO 770-0 700 800 SERIES Model No. 84S Overall Size ',. 153.1lrx 16 1/2"x.r ,16 518"x 187/8' x 4" '32112" x 18 71rr'x.r 16518" x 18 7/8" x 6112" Overall Size , J 2- 3/16" x 17 3/4" x 4" , 16~x20 5116" xS 14 7116" x 20 5116" x 5" , 16 518" x 22 3.Ilr x 6" " 32 1/2" x 22 3/8" x 6" 147/16" x 20 5116" x 5" Weight Per .. Carton. 10 1/2100. 131bs, 11 1/2 Ibs. Specify Color When Ordering . Ridge Line Ventilators featuring "The Lomanco Balance" e LPR-8 LPR-10 ~.....;- :!8 ~...;."~ ~J "'.'~i""'''-'.''i: ,.-, _ .. . . .: ....~;:-:\. ,./ ~ OPTIONAL STRAP (1'\......'..'..... V LPR Ridge Vent Features o Available in four different embossed aluminum finishes - Mill, black, white, brown and weathered bronze o A full 18 sq. inches Net Free Area per linear feet. 03/8" x 1/2" slotted weep holes in wind baffle for water run-off. o 1/8" x 1" louvered openings inverted to block weather infiltration. o All aluminum rust free - one piece construction. o May be cut to desired length at 2 foot intervals. o low profile blends with roof construction. o Pre-notched nail holes for easy installation. o Large 2 inch wide nailing flange. o Geen End Cap in matching colors. o Revolutionary three baffle - aerodynamic design. o Adjustable from 3/12 to 12/12 roof pitches. RIDGE LINE VENTILATORS Exhaust ventilators such as ridge line ventilators must be used in conjunction with intake vents for proper operation. In- take vents are found on page 8. The air will flow thru the attic from bottom to top to keep your attic cooler and drier. Geon End Caps fit tight and are made of durable weath- erproof geen vinyl, which seals out moisture, resists ultra- violet rays and enhances the appearance of the Ridge Une Ventilator. .sa~JlJ!.lg;;;rg~; . Available in Gray, Brown or Black RIDGE UNE VENT Specify Color When Ordering e ,SQV-4 t Available in White. Brown, Black, or Weathered Bronze . Available in White. Br~wn. or Black RLV Ridge Vent Features o All aluminum construction. . Large air chamber. o Internal baffle. . 1/8" x 1" louvered openings. o Available in mill, white, brown or black baked enamel finishes. o May be cut to desired length at 2 foot intervals. o Adjustable from 3/12 to 12/12 roof pitches. o Proven reliability. A variety of Lomanco intake vents are available to accompany your exhaust ventilators. lPR-CAP Specify Color When Ordering 7 AcrYlic Aluminum Soffit Stock No. Description M-10 9"Wide Solid Soffit Panel .019 Ctn;Wt. Packaging Lbs. e 12' lengths 20 pes.! etn. 1.8 sqs.!ctn. 59 M-10L 9"Wide Vented Soffit Panel .0 12' lengths 20 pes.!etn. 1.8 sqs.!etn. 59 VG-10 10" V-Groove Solid Soffit Panel .019 12' lengths 10 pes.!ctn. 1 sq.!ctn. 35 10" V-Groove 12' lengths - VG-10L Vented Soffit Panel 10 pes.!etn. 35 .019 1 sq.!etn. (Free air space per sq. ft. 13.3 sq. inches) X ~ 12" V-Groove 12' lengths VG-12 Solid Soffit Panel 16 pes./etn. 60 I~~ .019 1.92 sq./etn. 2 VG-12L 12" V-Groove Vented Soffit Panel .019 (Free air space per sq. ft. 16 sq. inches) 12' lengths 16 pes./ctn. 1.92 sq./ctn. 60 (l) ~ ." "S', 1997 UNIFORM BUILDING CODe ~1- ~, 18 , I Chapter 7 "r~ FIRE-RESISTANT MATERIALS AND CONSTRUCTION SECTION 701 - SCOPE This chapter applies to materials and systems used in the design and construction of a building to safeguard against the spread of fire and smoke within a building and the spread of fire to or from buildings. ,t SECTION 702 - DEFINITIONS For the purposes of this chapter, the terms, phrases and words listed in this section and their derivatives shall have the indicated meanings. I ANNULAR SPACE is the opening around the penetrating item. CONCRETE, CARBONATE AGGREGATE, is concrete made with aggregates consisting mainly of calcium or magnesium carbonate, e.g., limestone or dolomite, and containing 40 percent or less quartz, chert or flint. CONCRETE, LIGIITWEIGHT AGGREGATE, is concrete made with aggregates of expanded clay, shale, slag or slate or sint- I ered fly ash or any natural lightweight aggregate meeting ASTM C 330 and possessing equivalent fire-resistive properties and weighing 85 to 115 pounds per cubic foot (pct) (1360 to 1840 kg/m3). CONCRETE, SAND-LIGHTWEIGHT, is concrete made with a combination of expanded clay, shale, slag or slate or sint- I ered fly ash or any natural lightweight aggregate meeting ASTM C 330 and possessing equivalent fire-resistive properties and nat- ural sand. Its unit weight is generally between 105 and 120 pef (1680 and 1920 kg/m3). CONCRETE, SILICEOUS AGGREGATE, is concrete made with normal-weight aggregates consisting mainly of silica or compounds other than calcium or magnesium carbonate, and may contain more than 40 percent quartz, chert or flint. F RATING is the time period the penetration firestop system limits the passage of fire through the penetration when tested in accordance with DBC Standard 7-5. FIREBLOCKING is building material installed to resist the free passage of flame and gases to other areas of the building through small concealed spaces. FIRE-RESISTIVE JOINT SYSTEM is an assemblage of specific materials or products that are designed, tested and fire resistive in accordance with UBC Standard 7-1 to resist, for a pre- scribed period of time, the passage of fire through joints. JOINT is the linear opening between adjacent fire-resistive assemblies. A joint is a division of a building that allows indepen- dent movement of the building, in any plane, which may be caused by thermal, seismic, wind loading or any other loading. MEMBRANE PENETRATION is an opening made through one side (wall, floor or ceiling membrane) of an assembly. PENETRATION is an opening created in a membrane or assembly to accommodate penetrating items for electrical, mechanical, plumbing, environmental and communication sys- tems. EXCEPTION: Ducts. PENETRATION FlRESTOP SYSTEM is an assemblage of specific materials or products that are designed. tested and fire re- i .... 701 703.4 sistivc in accordance with DBC Standard 7-5 to resist, for a pre- scribed period of time, the passage of fire through penetrations. SPLICE is the result of a factory or field method of joining or connecting two or more lengths of a fire-resistive joint system into a continuous entity. T RATING is the time period that the penetration firestop sys- tem including the penetrating item, limits the maximum tempera- ture rise to 3250F (1630C) above its initial temperature through the penetration on the nonfue side, when tested in accordance with DBe Standard 7-5. THROUGH-PENETRATION is an opening that passes through both sides of an assembly. SECTION 703 - FIRE-RESISTIVE MATERIALS AND SYSTEMS 703.1 General. Materials and systems used for fire-resistive purposes shall be limited to those specified in this chapter, unless accepted under the procedure given in Section 703.2 or 703.3. The materials and details of construction for the fire-resistive systems described in this chapter shall be in accordance with all other provisions of this code except as modified herein. For the purpose of determining the degree of fire resistance af- forded, the materials of construction listed in this chapter shall be assumed to have the fue-resistance rating indicated in Table 7-A, 7-B or 7-C. As an alternate to Table 7-A, 7-B or 7-C, fire-resistive construc- tion may be approved by the building official on the basis of evi- dence submitted showing that the construction meets the required fire-resistive classification. . 703.2 Qualification by Testing. Material or assembly of mate- rials of construction tested in accordance with the requirements set forth in DBe Standard 7-1 shall be rated for fue resistance in accordance with the results and conditions of such tests. EXCEPTION: The acceptance criteria of UBC Standard 7-1 for exterior-bearing walls shall not be required to be greater with respect to heat transmission and passage of flame or hot gases than would be required of a nonbearing wall in the same building with the same dis- tance to the property line. The fIre exposure time period, water pressure and duration of application for the hose stream test shall be based on the fIre-resistive rating determined by this exception. Fire-resistive assemblies tested under DBC Standard 7-1 shall not be considered to be restrained unless evidence satisfactory to the building official is furnished by the person responsible for the structural design showing that the construction qualifies for a re- strained classification in accordance with DBC Standard 7-1. Re- strained construction shall be identified on the plans. 703.3 Calculating Fire Resistance. The fire-resistive rating of a material or assembly may be established by calculations. The procedures used for such calculations shall be in accordance with UBC Standard 7-7. 703.4 Standards of Quality. In addition to all the other require- ments of this code, fire-resistive materials shall meet the require- ments for fire-resistive construction given in this chapter. The standards listed below labeled a "DBC standard" are also listed in Chapter 35, Part II, and are part of this code. The standards I listed below labeled an "Adopted Standard" are also listed in Chapter 35, Part III, and are part of this code. The other standards 1-67 ~ cl: ~. ~~ 2.. 11V1 ~~f'T1fIE. x.' r>~~ C1~ 1-',U),A) ~$TUPS(!) '"'' Dct:.. (1A(t.f4, 1,1,1)J..~) a fi~~ ~ !Jt.tp; p,-,q ~ ["~7"7'W-P) k. 1~.(.t).S'&1 ~. ~~THAIr ~U~.,.,~ ""P1r 13~ifJ ,,, kl fl. ~, Ita.." ~tl.~ ~ (TIr&u" 1~7~~'e,) .. 71HE. I N/,JVTES f[) ~ IS - .... '0 io1"rl, AATI~ FNW\ l~(~t)r'- C; I Dl-. :: 1~HI,AJlJ-r~J -rot~ P-/+-rJIJ6t /l-NV1Il ~ I'LS I1/~lJ"'c,S e?<-7E:JLIO (l- c;.,.D ~ f1-U~ (6'1 : ~Irtf!.- F, ~H}J~ ~~SH ~/~5 A7r~~JH';,J~ ,. 7-7 1994 UNIFORM BUILDING CODE TABLE 7-7-B-B-FIRE-RESISTIVE PERIODS FOR NONLOAD-BEARING AND LOAD-BEARING CLAY TiLE MASONRY WALLSl WALL OR PARTITION ASSEMBLY, MINIMUM NOMINAL THICKNESS ARE- I RESISTIVE - PERIOD x 25.4 for mm (hours) HOLLOW CLAY TILE '. 1.25 8-inch unit; 2 cells in wall thickness, 40% solid ..... 1.50 8-inch unit; 2 cells in wall thickness, 43% solid 1.75 8-inch unit; 2 cells in wall thickness, 46% solid 2.00 I 8-inch unit; 3 or 4 cells in wall thickness, 40% solid 1.75 8-inch unit; 3 or 4 cells in wall thickness, 43% solid 2.00 8-inch unit; 3 or 4 cells in wall thickness, 48% solid 2.50 8-inch unit; 3 or 4 cells in wall thickness. 53% solid 3.00 12-inch unit; 3 cells in wall thickness, 40% solid 2.50 12-inch unit; 3 cells in wall thickness, 45% solid 3.00 12-inch unit; 3 cells in wall thickness, 49% solid 3.50 12-inch wall; 2 units with 3 or 4 cells in wall thickness. 40% solid 3.50 12-inch wall; 2 units with 3 or 4 cells in wall thickness, 45% solid 4.00 12-inch wall; 2 units with 3 or 4 cells in wall thickness. 53% solid 4.00 16-inch wall; 2 or 3 units with 4 or 5 cells in wall thickness, 40% solid 4.00 CLAY TILE 4-inch unit; 1 cell in wall thickness, 40% solid2.3 1.25 6-inch unit; I cell in wall thickness, 30% solid2.3 2.00 6-inch unit; 2 cell in wall thickness, 45% solid4 1.00 4-inch unit; I cell in wall thickness, 40% solid3.4 1.25 6-inch unit; I cell in wall thickness, 4O%solid3A 2.00 HOLLOW STRUCTURAL CLAY TILE 8-inch unit; 2 cells in wall thickness, 40% solid 1.25 8-inch unit; 2 cells in wall thickness, 49% solid 2.00 8-inch unit; 3 or 4 cells in wall thickness. 53% solid 3.00 8-inch unit; 2 cells in wall thickness, 46% solid 1.75 12-inch unit; 3 cells in wall thickness, 40% solid 2.50 12-inch wall; 2 units, with 3 cells in wall thickness, 40% solid 3.50 12-inch wall; 2 units with 3 or 4 cells in wall thickness, 45% solid 4.00 12-inch unit, 3 cells in wall thickness, 45% solid 3.00 12-inch unit, 3 cells in wall thickness, 49% solid 3.50 16-inch wall, 2 units with 4 cells in wall thickness, 43% solid 4.00 16-inch wall; 2 or 3 units with 4 or 5 cells in wall thickness, 40% solid 4.00 1 Units shall comply with the requirements of ASTM C 34, C 56, C 212 or C 530. 2Ratings are for dense hard-burned clay or shale tile. 3Cells filled with tile, stone, slag, cinders or sand mixed with mortar. 4Ratings are for medium-burned clay tile. " \) S -- 1/""~ ~ ~ .. TABLE 7-7-B-C-MINIMUM EQUIVALENT THICKNESSl (il 1,.J-rt:;fLrP'~ 14 ~hes) OF LOAD-BEARING OR NON LOAD-BEARING HOLLOW CLAY MAS( ~RY WALlS2,3,4 Flf -RESISTIVE PERIOD (hours) 1 I 2 3 4 TYPE OF MATERIAL x 25.4 for mm Brick of clay or shale, unfIlled ....... 2.3 3.4 4.3 5.0 Brick of clay or shale, grouted or filled with perlite, ver- 3.0 4.4 5.5 6.6 miculite or expanded shale aggregate \ ) lEquivaIent thickness as determined for U.B.C. Standard 7-7, Section 7.720.5. 2Values between those shown can be determined by direct interpolation..... , 3Where combustible members are framed in the wall, the thickness of solid material between the end of each member and the opposite face of the wall, or between members set in from opposite sides, shall not be less than 93 percent of the thickness shown in the table. 4Units shall comply with the requirements of U.B.c. Standard 21-1, Section 21.107. 3-118 1994 UNIFORM BUILDING CODE 7-7 . TABLE 7-7-B-D-COEFFICIENTS FOR PLASTER (PI)1 THICKNESS OF PLASTER (inch) x 25.4 for mm ONE-SIDE TWO-SIDE lh 0.30 0.60 5/8 0.37 0.75 3/4 0.45 0.90 1 Values listed are for 1:3 sanded gypsum plaster. Part V-Methods for Calculating One-hour Fire-resistive Ratings -,. of Wood-framed Walls, Floors and Roofs See Section 703.3, Uniform Building Code SECTION 7.721 - SCOPE This part establishes acceptable calculation methods for determining the fIre-resistive classifica- tion of structural parts, walls and partitions and floor-ceiling or roof-ceiling assemblies. It is in- tended for use in cases where fire test results specified in V.B.C. Standard 7-1 are not available and the specific assembly of materials is not among those listed in Tables 7-A, 7-B and 7-C. Wood-framed Walls, Floors and Roofs SECTION 7.722 - GENERAL These procedures apply to both load-bearing and nonbearing construction. The calculated fue-re- sistive ratings shall only apply to one-hour construction. When the wall construction is nonsymmet- rical, the provisions of Section 709.5 of the Building Code apply. SECTION 7.723 - PROCEDURES _ > The fIre-resistive rating of wood- framed construction is equal to the sum of the time assigned to the membrane on the fue-exposed side (Table 7-7-W.A), the time assigned to the framing members (Table 7 -7 - W-C), and the time assigned for other protective measures, such as insulation (Table 7 -7 - W -D). The membrane on the unexposed side shall not be included in determining the fIre resis- tance of the assembly. When more than one membrane is installed on the wall surface exposed to fue, ratings of each membrane may be added. . > .......", SECTION 7.724 - WALLS AND PARTITIONS Table 7-7- W-A lists the time of fire resistance accredited to the materials used on the fue-exposed side of walls and partitions. SECTION 7.725 - ROOF-CEILING AND FLOOR-CEILING ASSEMBLIES Table 7-7-W-B specifIes the various acceptable membranes and limits the structural frame to wood joists installed on no more than 16-inch (406 mm) spacings. Ratings forroof-ceiling and floor-ceil- ing assemblies are based on the membranes listed in Table 7-7-W-A being installed on the fue-ex- posed side in combination with membranes listed in Table 7-7- W- B being installed on the side not exposed to furnace temperatures. SECTION 7.726 - MEMBRANE FASTENING Fastening the membrane to the supporting construction shall be as specified in Tables 7 -B, 7 -C and 23-I-Q of the Building Code for corresponding membrane materials. 3-119