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2006 Product Info 17092
SHAFT VENT i el3p/k6 W/ 2 HR DAMPER I : S{t dor BY MECh � r l ESI � TRUSS yr-- . RAFTERS 10" TJI AT IG" OC � W/ 3/4" PLYWD TOP L 4 1',14%GYP CLG TO MATCH tlipI 1--- WIJ-2. I TWO HR _ _ f SYSTEMMIN + 11I+ BOND BEAM W/2#5 2-3 I/2x4x I/4" ANGLES *a p Ap ---BLOWN ....a� ►: ,i` -- - � � INSUL II CV o I le? OI 60 8' CONC BLK FURRING Chi BOND BEAM 5X8 GYP BD W/2#5 �mANGLE BY , Timed , .�. ELEVATOR _h► rilri '9 ',D0', N ,. CITY OF PRIOR LAKE BUILDING INSPECTION DEPARTMENT COMMERCIAL & MULTI-UNIT PLAN REVIEW CHECKLIST Project Name: — �Y ' -Xz.c--t- c4.&,,,i,o cv Job Address: A ID 671 " AIC-` 1-- I. CLASSIFICATION OF BUILDING: A. Use of Building gem 3D z- 1. Occupancy Group ( a11) ,- 2. Occupancy Separations (Table ) 3 F4 . - \ -. / -9s 302,3.2 B. Type of Construction A) - A C. Location of Property Front l 27 Rear /O.DS L. Side 33 R. Side 2o,loo 6P - f_�r�• A D. Floor Area f v 6 tit , g - o?O 9S77 `T- 3 ll 1. Actual ,2,9, 81/(7 _i;2, ,, D 603 2. Allowable (Table se) /a,o o p , 3. Area Increase a) Open Area(505) b) Sprinkler(505.3) c) Multi-Story (506) 4. Mixed Occupancy Calculation= E. Height and Number of Stories 1. Actual: Stories Height 2. Allowable (Table 5-D): Stories Height 3. Allowable Increase W5--10-1 t II i,'0))3';/° \i\ 4? 1 I J : dO RcE ki r r, ( 434 C 0o f a q/3 (00 rez, F • eS — . 253 le 3a goo E' 43 J '7( ( . 4 3 /0 /2p©o )(113 (70000 ... (cc ( c../40._ ('X2.- / 60,a) -24oct). 41, /60.. e S.f 4L ,,i6 o(1-: .p, r67:otef , r 4 (/ (6)0 )4 3 = /0231-80 S.F. 7z3179,0EL4964 1--crA- 19. 4 _ use. 5.--g r /k ,'ik is 3A;� - 4 ' COL. 1,(44A5t) 240Ud e€P°111 . 41./tV‘* " C 2. 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IP 6,a •p„, pre, 30 6 .- oma.--- A ' 32 - ($ (- - S — A) 62. t97/ i°5 c!-) 11 51 ,1)4tt / Zo !�a c02 14‘10 1` til /f 'BO -F- ZS? 4-b2+ ►7C( 731-/4Cp C71 774- �t t 1'7 3,, too -t- [,94 � = 2(f3(.c, sF r;000. -�- 1 z000 X',b, -}— _/2bo " ( ) o G-a- LFZ4 1040 t2,0.0 10 oa 0 1- .4 $,R Atkero " e-c,Q 457tgis '( 3 _ 132, no S. P. Te>tt 02A3 o Q Q - 21,344 x �o -- 1321tt®s,r, ,5-6 / en_ / 3� sem.. 3 °-Q-P0„..... Q )4- +-2n' at:ni i-AS fo _ so .,....*.____________. ...... , 4_1 „._ ... rr r a r a- N NJ 7 .._7_ a' k•Nr_ H Crcr ul in 4 to 1 v. .,N. ut V _ (,0..... 4. O a i,j), ,i,..,,,\ LI - \(....."------ !C - U ui Q 111 H og I g !Ili) w II 11.7 - 6= . I / w iii y :mitivid 0,7 Ol 1 - 12 116, Oill r j77 I /J Q EDA - u) 0� 41 l- 21 - I / o vN n 0 m El 1 9 � Or .greigki&- Z � -A �_ frl D.I' -4 m ,t fa / i--v EllE N I I/2' m m 5-12": 5-12"O .. � jj s 1�tsisis sisinSlil 7 II 1111111FI1111Iilfll (Ilfll (II FIRE-RESISTANCE-RATED CONSTRUCTION 707.2—707.5 ings and penetrations through floor/ceiling and roof/ceiling 5. A shaft enclosure is not required for floor open- assemblies. ings complying with the provisions for covered malls or atriums. 707.2 Shaft enclosure required. Openings through a 6. A shaft enclosure is not required for approved —floor/ceiling assembly shall be protected by a shaft enclosure masonry chimneys,where annular space protec complying with this section. tion is provided at each floor level in accordance 1 with Section 716.25. • Exceptions: 7. In other than Groups I-2 and 1-3, a shaft enclo- 1. A shaft enclosure is not required for openings sure is not required for a floor opening that corn- totally within an individual residential dwelling ,, . plies with the following: unit and connecting four stories or less. 7.1. Does not connect more than two stories. , , . 2. A shaft enclosure is not required in a building 7.2. Is not part of the required means of• equipped throughout with an automatic sprinkler egress`system except as permitted in system in accordance with Section 903.3.1.1 for ecuon 1005.3.2. il 8 an kescalatorlopening or stairway which is not a _ti,,If t 7.3. Is not concealed within the building portion of the means of egress protected accord- t • Y�'" I�` �^°'co stiction. � ing to Items 2.1 or 2.2: r c., f 7.4. Is not open to a corridor in Group I and 2.1. Where the area of the floor opening , R occupancies. between stories does not exceed twice7.5. Is not open to a cgrridor on nonsprin the horizontal projected area of the klered floors in any occupancy. escalator or stairway and the opening is curtain and closely7.6. Is separated from floor opening sery . ! �� protected by a draft ing other floors by construction con- n �� spaced sprinklers in accordance with forming to required shaft enclosures. v �)f NFPA 13. In other than Groups B and G�_�� 8. A shaft enclosure is not required for automobile M, this application is limited to open Il( ings that do not connect more than four ramps in open parking garages and enclosed stories. parking garages constructed in accordance with Sections 406.3 and 406.4,respectively.2.2. Where the opening is protected by �approved power operated automatic9• A shaft enclosure is not required for floor open-ings between a mezzanine and the floor below. ,,�!It':1,1,,'1'11;,.,i,''''''111' shutters at every floor penetrated. The f shutters shall be of noncombustible 10. A shaft enclosure is not required for joints pro- ,construction and have a fireratedtante tected by a fire resistant joint system in actor Q rating of not less than 1.5 hours. The dance with Section 712. shutter shall be so constructed as to II. Where permitted by other sections of this code. A, Viiclose immediately upon the actuation of ta smoke detector installed in accor- 7073 Materials. The shaft enclosure shall be of materialsdance with Section 907.10 and shall permitted by the building type of construction. .41 completely shut off the well opening. t Escalators shall cease operation when 707.4 Fire-resistance rating.Shaft enclosures including exit the shutter begins to close.The shutter n ,'enclosures shall have a fire-resistance rating of not less than z.. �2, shall operate at a speed of not more than 1 k.' 2 hours where connecting four stories or m e and_ our 04z !, 30 feet per minute (152.4 mm/s) and where connecting less than four stories.'Shaft enclosures - shall be equipped with a sensitive lead- shall have a fire-resistance rating not less than the floor ing edge to arrest its progress where in assembly penetrated,but need not exceed 2 hours. i4. contact with any obstacle, and to con- tinue its progress on release therefrom. 707.5 Continuity. Shaft enclosure wall shall extend from the top of the floor/ceiling assembly below to the underside 1. i 3. A shaft enclosure is not required for penetrations of the floor or roof slab or deck above and shall be securely by pipe,tube,conduit,wire,cable,and vents pro- attached thereto. These walls shall be continuous through tected in accordance with Section 711.4. concealed spaces such as the space above a suspended ceil t 4, 4. A shaft enclosure is not required for penetrations ing.The supporting construction shall be nr d to afford it by ducts protected in accordance with Section the reqquired 'ire-resistance ating of the element sup ort�ed 711.4.4.Grease ducts shall be protected in accor- Hollow vertical spaces within the shaft enclosure construe- dance with the International Mechanical Code. lion wall shall be firestopped at every floor level. I ! a 2000 INTERNATIONAL BUILDING CODE® 101 1 i 705.11 —707.1 FIRE-RESISTANCE-RATED CONSTRUCTION 705.11 Ducts and air transfer openings. Ducts and air storage as provided for in Section 415.7.2.1 shall be transfer openings shall not penetrate fire walls. 2 hours, but not less than required by Table 601 for Exception: Penetrations by ducts and air transfer openings of the building construction type. fire walls that are not on a lot line shall be allowed provided 2. Shaft enclosure shall be permitted to terminate at a the penetrations comply with Sections 711 and 715.The size top enclosure complying with Section 707.12. and aggregate width of all openings shall not exceed the lim •- itations of Section 705.8. 706.5 Exterior walls.Where exterior walls serve as a part of ��, a required fire-resistance-rated enclosure, such walls shall (1- SECTION 706 comply with the requirements of Section 704 for exterior FIRE BARRIERS �� ., walls and the fire-resistance-rated enclosure requirements i ',' .,� ; ' SFr shall not apply. 70 .1 General. Fire barriers used for separation of vertical exit • enclosures, exit passageways, horizontal exits, incidental use Exception: Exterior walls required to he fire-resistance areas, to separate different occupancies or to separate a single rated in accordance with Section 1005.3.6.5. occupancy into different fire areas,shall comply with this section. 706.2 Materials.The walls and floor assemblies shall be of 706.6 Openings.Openings in a fire barrier wall shall be pro- materials permitted by the building type of construction. tected in accordance with Section 714.lOpenings shall be limited to a maximum aggregate width of 25 percent of the 706.3 Fire-resistance rating. The fire-resistance rating of length of the wall,and the maximum area of any single open- the walls and floor assemblies shall comply with this section. ing shall not exceed 120 square feet(1 I m2).Openings in exit 706.3.1 Vertical exit enclosure.The fire-resistance rating enclosures shall also comply with Section 1005.3.4. of the separation between building areas and a vertical exit enclosure shall comply with Section 1005.3.2. Exceptions: 1. Openings shall not he limited to 120 square feet (II 7063.2 Exit passageway.The fire-resistance rating of the 1112) where adjoining fire areas are equipped separation between building areas and an exit passageway throughout with an automatic sprinkler system in shall comply with Section 1005.3.3. accordance with Section 903.3.1.1. 706.34-Horizontal exit.The fire-resistance rating of the 2 Fire doors serving an exit enclosure. sep�raT tion between building areas connected by a lion- 3. Openings shall not be limited to 120 square feet (II zontal exit shall comply with Section 1005.3.5. nit) or an aggregate width of 25 percent of the 7063.4 Incidental use areas. The fire barrier separating length of the wall where the opening protective iassembly has been tested in accordance with ASTM II incidental use areas shall have a fire-resistance rating of ttl not less than that indicated in Table 302.1.1. F 119 and has a minimum fire-resistance rating not less than the fire-resistance rating of the wall. , 7063.5 Separation of occupancies.The fire barrier sep- arating mixed occupancies,or a single occupancy into di I 706,7 penetrations. Penetrations through fire barriers shall I ferent fire areas, shall have a fire-resistance rating of not comply with Section 71 1. less than that indicated in Section 302.3.3 based on the occupancies being separated. 706.7.1 Prohibited penetrations. Penetrations into an 706.4 Continuity. Fire barriers shall extend from the top of exit enclosure shall only be allowed when permitted by • the floor/ceiling assembly below to the underside of the floor Section 1005.3.4.1. or roof slab or deck above and shall be securely attached thereto. These walls shall be continuous through concealed 706.8 ,feints. Joints made in or between fire barriers shall spaces such as the space above a suspended ceiling.The sup- comply with Section 712. porting construction shall be protected to afford the required • fire-resistance rating of the fire barrier supported except for 706.9 Ducts and air transfer openings. Penetrations by 1-hour fire-resistance-rated incidental use area separations as ducts and air transfer openings shall comply with Sections required by Table 302.1.1 in buildings of Types 1113, 111B and 711 and 715. n 1 °7 VB construction. Hollow vertical spaces within the fire bar- ' rier wall shall be firestopped at every floor level. SECTION 707 Exceptions: 5t 7i4, i NPF Ar Gc/L//*V SHAFT AND VERTICAL-EXIT ENCLOSURES 1. The maximum required fire-resistance rating for 707.1 General.The provisions of this section shall apply to assemblies supporting fire harriers separating tank vertical shafts where such shafts are required to protect open 100 .2000 INTERNATIONAL BUILDING CODE® FEB-29-2090 08:42A FROM: TO:195222622301' Page P1:1f o 11 RSH From: "Barry Greive"<Barry.Greive@state.mn.us> To: "RON H"<RHAAtcloudnet.com> Sent: Thursday,August 31,2006 3:59 PM Subject: Re:SHAFT AT STAIRS Ron, There is an exception for the exterior walls at a shaft,707.6 allows the exterior walls not to be rated unless required by fire-separation distance. The ceiling being rated to 2 hours may be coming from 707.12 which requires the same rating as the shaft if the ceiling does not terminate at the underside of the roof deck. The concept of anything carrying a 2 hour ceiling also needs to be rated"including the walls meeting 707.12"is a valid one. However after consultation with another code representative here it is our determination that in your exact situation the exterior walls would not need to be rated. Once in the stair enclosure you are supposed to be in a protected area,to assume there will be a fire within the shaft bad enough to compromise the walls that carry the ceiling is a stretch. The shaft provisions already limit what can be in there and what can penetrate the walls. The stair enclosure intent is to protect people from the building. Feel free to contact me with any questions you may have, Barry Greive Building Code Representative Construction Codes and Licensing Building Codes and Standards Unit 443 Lafayette Road N. St. Paul MN 55155-4341 651-284-5863 barry.greive@state.mn.us www.doll.state.mn.us/buildingcodes.html Staff opinion: Unless otherwise noted,the response provided above is a staff opinion provided by a member of the Building Codes and Standards Division.A staff opinion is the opinion of one staff member about the correct answer to a specific question generated by a customer.The opinion is not binding. A customer may request a division opinion,which involves a formal process where the Building Codes and Standards Division responds in writing to a specific written request by a customer.For details,visit our Web site at httpJlwww.doll.state.mn.us/buildingcodes.html and click on "Code Opinions,and Policy"at the top of the page. >>> "RON H"<RHAA©cloudnet.com> 8/31/2006 11:22 AM>>> DO EXTERIOR WALLS OF A STAR TOWER NEED TO BE 2 HOUR RATE IF THE CEILING IS RATED AT 2 HOUR 9/1/2006 . . .. 111_i,,, 1111 • . - ==... .. — ...:- -=. . 111.1. ' ,1%` / i \ : , - •. • 1 . • ! 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A1 _ oz.}1)\ I 1 v• AI W .0. 3`-6x61- 3'-6x7'-08 . ro,.. 1 • 111, .1F1-11171k —prim '\ / 1 0 • c) Ad InNaffi • m lb a i / \ EST ' 7•WANA., 714 \\/ , ... •;. gh T -A ' lnillill , Mr III N6 C-..--- 232..x 2.Yz.)(4r . .: — ....... ( j • 4"DILI ." izzajc,,t4 5312.ks _ _... .. . ..; . I0r-7- . -ra 3.42.14JA-C6‘ Foc. It rn 0 PL414,_i \191 .1.,i, STA,112-, PD , THE DAMA CO. FIRE DEPARTMENT KEY LOCK BOX AUTHORIZATION AND ORDER FORM LPLEASE READ ORDERING INFORMATION: 1) This order must be signed with the signature of the authorized Fire Department official on file with the DAMA CO. 2) The key box will be shipped to you without any keys and will be locked in the open position. Contact your local Fire Department for specific mounting requirements. 3) Please include 6.5% Minnesota sales tax and shipping charge. 4) Full payment must accompany order. Make check payable to THE DAMA CO. 5) Allow 1-2 weeks for delivery. CUSTOMER INFORMATION FIRE DEPARTMENT INFORMATION NAME: SHIP TO: (DO NOT USE A P.O. BOX) PRIOR LAKE FIRE DEPT. Company tJ U ILT UJ 0 DO d t LLAGE Vis, Address 1 r/017-- ADE1-1 hNN SE AUTHORIZED FIRE DEPT. SIGNATURE City/St/Zip PR-lort LAKE ,rV% J.. Sc372. ORDERS LLNTBEOCESSEDED WITHOUT AUTHO' 'E F SI URE Attention of: :DAV I o 't3 EFt.Ono til ORDERED BY: DATE: 317/0(1) Company BEN(L CON II?.ru- ;01-1 INSTALLATION ADDRESS Address 7 0 Qt Vim. php - REQUIRED BY FIRE DEPT. ATTACH LIST IF MORE ROOM IS NEEDED City/St/Zip 1$2.65502- 114 �SCSDrIStnl Si/O0 q 7ociADG-Likv1/41,3 sr c.c. (its " Name & Ph #DMio Bt"l2NTsorJ I?I5—?55--3323 Pie.4oY.- LP L-G AA A.)n)• 55372_ ORDER FORM - Payment must be submitted with order MAIL TO: ITEM QTY PRICE TOTAL DAMA MP INC. P.O. BOX 47824 S2-SURFACE MOUNT(NO MTG KIT OPTION AVAILABLE) $107.00 PLYMOUTH, MINN. S3-SURFACE MOUNT $131.00 55447 S3-SURFACE MOUNT W/TAMPER SWITCHES $168.00 DARRYL SUNDBERG R3-RECESSED MOUNT $160.00 763-559-3660 R3-RECESSED MOUNT W/TAMPER SWITCH $186.00 MOUNTING KIT(OPTIONAL FOR S-3&R-3 MODELS ONLY) $ 59.00 SUB TOTAL SHIPPING & PROCESSING CHG. $9.00 SUB TOTAL WITH SHIPPING CHG. MINNESOTA SALES TAX, 6.5% TOTAL AMOUNT ENCLOSED White &Yellow Copy- DAMA CO. Pink Copy - Customer 100 PRIp77 16200 Eagle Creek Avenue S.E. VPrior Lake, MN 55372-1714 4fINNEs0-0P January 23, 2006 zY a 1i Ron Hommerding RHA Architects Inc. 104 East Germain St. St. Cloud, Minnesota 56304 RE: Courtwood Village Apartments Building B Following are the results of the Site and building plan review for the Courtwood Village Apartment Buildings. I received revised drawings on December 19, 2005 in response to a September 19, 2005 plan review letter. Our review was based on the 2003 Minnesota State Building Code (MSBC) which adopted with amendments the 2000 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2003 Minnesota State Fire Code (MSFC) which adopted with amendments the 2000 International Fire Code (IFC) and excerpts from the National Fire Protection Association (NFPA). The numbered requirements correspond with the November 2, 2005 Site plan review memorandum. Comments in italics have been added. Provide documentation listing that floor construction meets Sound Transmission Control and Impact ratings by laboratory or field-testing. IBC 1207. Prove indicated STC rating of 51 as shown on drawing A13 or provide acoustical engineer's report to reflect this. 4Detail 3/C1, locate accessible ramps. MSBC 1341.0430. Need to change elevations to meet requirements of MSBC 1341.0430. Building A has a 2.4%slope on access aisle. Provide not less than one standpipe for use during construction. Fire sprinkler/riser permit required before building permit can be issued. IBC 331 1. Plans and permit application need to be submitted. X2/1: Detail 1/Al2, 2/Al2, and 3/Al2 2"d and 3rd floor framing: all stairwells, shaft walls must be 2-hr fire resistive construction continuously thru floor framing with fire blocking. IBC 707.5. Elevator shaft and relief vent shaft must be 1-hour fire rated to roof deck and indicate 2-hour fire resistive walls in reference to shear walls. Detail 2/Al2 and 3/Al2 at shafts, provide 2-hr. fire resistive roof/ceiling design. Wall assemblies are not listed for ceiling ratings that meet 2-hour fire resistive construction. /22. Detail 19, sheet S-5: Provide detail for support of corridor floor framing and joist hangers. w%l.( Ai. @ 4)-ap _2.67 Provide signed Structural Engineered drawings of foundation columns, beams, and precast floors. „3-671Detail of layout for accessible lavatories for Public use. Plan view layout to show dimensions of lavatory. Provide 48"in front of water closet MSBC 1341.0448. www.cityofpriorlake.com Phone 952.447.4230 / Fax 952.447.4245 ° Ne)'0` Structural Engineer to indicate detail of brick support over front canopy and balcony. The following are comments from the May 25, 2005 Site plan review letter: If provided, indicate means of lawn irrigation. May use separate service and metering for billing purposes. If it is desired, there can be two water meters for domestic use and it) lawn irrigation. The City requires that there be a curb stop valve that can be accessed Cp by the City for each individual water meter. Each must have a curb stop valve and _ , rQ separate lines running to each meter that are located within the building. There is a V" financial incentive to have separate meters, as the lawn irrigation meter would not be charged for sewer usage. Curbstops for shutoff to each domestic and fire suppression waterline to each building need to be in city R.O.W. Indicate if separate meters are to be utilized for billing purposes. The following are additional comments: Sheet C-3: Install ballerds to protect all fare hydrants. 12. Sheet C-3: Provide plumbing fixture count of Building A and Building B to verify size of sanitary sewer service stub. A,K • Sheet C-3: Provide size verification of water supply to accommodate Building A and Building B fire suppression system and domestic water supply service stubs. 4. PIV to be electronically monitored. 110' Need specifications from floor truss manufacturer to show balcony attachment with load requirements of 60#per square foot and 40#live loads with dead loads applied to floor truss. The site 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. Planning and Engineering plan review comments are forthcoming after submittals have been reviewed. If there are questions call at 952-447-9856. Sincerely, Bernie Feidt Building Inspector/Plans Examiner. cc. John Mesenbrink, Eagle Creek Development David Berntson, Bear Construction NON-RATED WALLS BATH FANS DRYER _may D 1-HOUR D 1-HOUR D F- 1 a*"Fuir i�'�r�s; "�e a s " � h `�"�' �`�y' '�° ..:rti; � .i � fit.' ..' �r :.,,�, ^se+� # 1,f '' r 7'� #A ,17:7) $k$��4. s� A + �a A:. Q 1; v s t , A w . Olt, �� "t! (t} y' ' kf V� r °*t n,z �k s ' .• "w era. rr ea sr ,a�a .r�1r .., , . .<,,....,...� i t, zeau4 y..z .y{ a,e ,,^ 4,44,„3 ,Alt 58 ,,i e.4R3.'1.,,,,,A r £{ri u s X 2i f,,i � �L`',. GYPSUM WALLBOARD, RESILIENT CHANNELS, t U ” �}� �� ® ''r ,,. GLASS FIBER INSULATION,WOOD STUDS • {• y Resilient channels 24"o.c.attached at right angles to ONE SIDE of 2 x 4 wood studs 16" '' o.c.with 1'3 Type S drywall screws. Base layer 5/e"type X gypsum wallboard or gypsum ♦. ° ♦• ♦♦ 1 veneer base applied at right angles to channels with 1"Type S drywall screws 12"o.c. C l Face layer 5/s"type X gypsum wallboard or gypsum veneer base applied at right angles to channels with 3/4"daubs of adhesive 12"o.c.vertically and horizontally. i ' OPPOSITE SIDE:Base layer 5/8"type X gypsum wallboard or gypsum veneer base applied a .-..--`,:;-='00.-4::-;-,',...,--•-, •---‘ 1 parallel to studs with 5d coated nails, 15/e" long, 0.086" shank, 15/64" heads, 32" o.c. Second layer 1/2"type X gypsum wallboard or gypsum veneer base applied parallel to Thickness: 67/s" yk• studs with 8d coated nails,23/a"long,0.113"shank,9/32"heads, 12"o.c.Face layer 3/e" Approx.Weight: 12 psf 0 + regular gypsum wallboard applied parallel to studs with 3/4"daubs of adhesive 12"o.c. Fire Test: UL R3660-2, 12-3-68, i vertically and horizontally. 2" glass fiber insulation,0.90 pcf,stapled to three layer side UL Design U313 in stud space. Sound Test: RAL TL69-117, 12-16-68 Joints staggered 16"each layer and side.(LOAD-BEARING) ft( . (114 0 i Y 14 `3A;"'• kl h'4 c? � D Fyi � U,..� 1 � t , t, �,, f,,,v w,,oAoo � . `i •2 d 76 t?" t {r " * 4,31:;"° q . ' SF • }1,..,',04:14,,A-'°°-40,° " § ® t p).- .6 t GYPSUM WALLBOARD, RESILIENT CHANNELS, 1 r " °*•1 ,-,, ' , f'a''": , GLASS FIBER INSULATION,WOOD STUDS r r� Resilient channels 24"o.c. attached at right angles to ONE SIDE of 2 x 4 wood studs 16" _- -.--...-‘.:-.01---0----..•;s••••-_-_,.:0•1-.• " s k _ 1 o.c.with 1"Type S drywall screws.Base layer 5/e"type Xgypsum wallboard orgypsum tiviliTI 6 1 ♦♦ X64 r YP rYN Y YP ,r veneer base applied at right angles to channels with 1"Type S drywall screws 12"o.c. a , Face layer 5/s"type X gypsum wallboard or gypsum veneer base applied at right angles • to channels with 3/4"daubs of adhesive 12"o.c.vertically and horizontally. l`. , ' OPPOSITE SIDE:Base layer 5/e"type X gypsum wallboard or gypsum veneer base applied s:=•,• ,r ' ;•-:v '., parallel to studs with 5d coated nails, 15/e" long, 0.086" shank, 15/54" heads, 32" o.c. • Second layer 1/2"type X gypsum wallboard or gypsum veneer base applied parallel to Thickness: 63/4" studs with 8d coated nails,23/e"long,0.113"shank,9/32"heads, 12"o.c.Face layer 1/4" Approx.Weight: 2 psf • regular gypsum wallboard applied parallel to studs with 3/4" daubs of adhesive 12"O.C. Fire Test: UL R3660-2, 12-3-68, svertically and horizontally. 2"glass fiber insulation, 0.90 pcf, stapled to three layer side UL Design U313 t in stud space. Sound Test: RAL TL69-286,6-20-68 • I Joints staggered 16"each layer and side.(LOAD-BEARING) (Rev.9-4-68) c t w.. i9t..°, 1" a .*' ;"1 a � Af x V s w� : "'ty. GYPSUM WALLBOARD,RESILIENT CHANNELS, �•' GLASS FIBER INSULATION,WOOD STUDS • , W1,k; Resilient channels 24"o.c attached at right angles to ONE SIDE of 2 x 4 wood studs 16"o.c.with 6d coated nails, 17/8"long,0.086"shank,1/4"heads.1/2"x 3"gypsum wallboard filler strips attached to plate at floor line with 6d nails. One layer 5/e" type X gypsum " ���� -C?, • wallboard or gypsum veneer base applied parallel to channels with 1" Type S drywalln. �� - • �� (?)-X. screws 6"o.c.at horizontal joints and 12"o.c.at intermediate channels. 11/2"glass fiber insulatioh;0.8 pcf,stapled to studs in stud space. FIRE SIDE OPPOSITE SIDE:One layer 5/e"type X gypsum wallboard or gypsum veneer base applied at right angles to studs with 6d nails 8"o.c. Thickness: 55/e" •i Approx.Weight: 7 psf } • End joints staggered 48"on opposite sides.Sound tested with 31/2" tags fiber insulation in ° stud space. (LOAD-BEARING ---g Fire Test: OSU T-3127, 10-4-65 � Sound Test: RAL TL77-138,5-5-77 I (4,„ 1. C a/L,e i t;t2/� Gvea-LL 5 t !�� cir, ter'" _Ar�- _ `�.- /:_., This S ce L•ft Blank ( �� / ""4-- -Z.,-_Air-....=,--- ‘0,4.--Tic-7:17,'- .3 4 ki5e 3 ty GA-600-2000 t Contact the manufacturer for more detailed Information on proprietary products. 53 BXUV.P533 - Fire Resistance Ratings - ANSI/UL 263 Page 1 of 3 YG° s (1011 undolwriters /"� Com_____:` � _ Laboratories Inca BXUV.P533 Fire Resistance Ratings - ANSI/UL 263 . Page Bottom Print:-friendly version Questions? �f11 e tte��3n .sb$na *9 Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - ANSI/UL 263 Design No. P533 March 23, 2005 Unrestrained Assembly Rating— 1 Hr Finish Rating—23 Min :. ;ft- `\ . �'-J.✓-, el A! 1/ ...n 2, )` Cil', ^` -` i if w St _ :r L .... f r ; Mgrtsix ,--..."- ..� rfiEVIKU C « J .g.O'V.. f ethej .. i< - f � ptcaaT u f 1 l i ,- > . 11 2-) . ..,i/ c.,:,j--'." 'W'" '-‘ .s. :':'-/ .L.,Y:1 ,.,.j*1.) \\N,:f.7,j ' '-'t'' ..:''7'V 6:17.1, �t .../UL-1-263&objid-1075412817&r.cfgid-1073741824&version–versionless&parent id-107398489/15/05 py Nr t (,,',...1i1,1'ste approved TABLE 2 I i in reasonable Summary of Building Code • point within the Estimated Fire Resistance M s.1 ,I Ratings for Concrete large areas into Masonry Walls of Code: a ents by means of Various Equivalent UNIFORM 1` °crete masonry and Thickness BUILDING CODE —International Conference of gainst heat and gas Building Officials 4 or around such we'<'wiring, etc., which one compartment to if fire curtains below 'al attention to en- ' Figure 1. :;Masonry tt , ea( j,',otection , u ,t r s , if concrete masonry13. established and has -search to be a func- 64„ - I . a°e of aggregate em- � �p g , facture of the units lent solid thickness. e d.' ,...401''''',,,-,` Mrd fire test, the en- k 4� ,, � ..t crete block walls a_ ce rating) I invari °s °; s,ii, �4..•> .a t. . d by heat transmis- y temperature rise cold side. Few con- .ahs have ever failed st due to loading or Members Framed Into Wall or Partition Wall or Partition 'e en cooling by the fire Assembly None or Noncombustible ire resistance rating 4-Hr. 3-Hr. 2-Hr. 1-Hr. Concrete Masonry Units Expanded Slag or Pumice Aggregates 4.7 4.0 3.2 2.1 Expanded Clay or Shale Aggregates 5.7 4.8 3.8 2.6 Limestone, Cinders, or Unexpanded Slag • Aggregates 5.9 5.0 4.0 2.7 Expanded Shale,Clay or Slate Aggregates (Rotary Kiln Process) 5.35 4.50 3.95 2.6 Calcareous Gravel Aggregates 6.2 5.3 4.2 2.8 t of Siliceous Gravel A-4, Aggregates 6.7 5.7 4.5 3.0 Note(a) Where combustible members are framed into the%tall, the wall must be of such thickness or be so onstrtr,.ted that thn ' thichuessof solid material between the end of inch rnonthr'r / ''' anti f)posite face of the, wall,or 1p to t'tin taernhers set i , [Ion/opposite sides, 1%,111 not ba less than I t G, of the thu Ism ss shown to table. V.'" a ,. "4n- ��N Note (b) 'the minimum nominal till, of loactbrtnttng ,� ITS EQUIVALENT concrete masonry walls (not ii In litg tht,/au ,s of �1 6� SOLID plaster) shall be not l;ss than i"fit sinl,lt. ti i'the THICKNESS walls and not less titanw Is"(to 4"it i fin 7 IS 4" 2' air spin re plus )fir carilywalls. a CITY OF PRIOR LAKE BUILDING INSPECTION DEPARTMENT COMMERCIAL & MULTI-UNIT FIRE PLAN REVIEW CHECKLIST Project Name: p Job Address: lc S d 3 /iv raLiv4r • Provide access roadway for fire apparatus in accordance with Section 9622 of the Fire Code QJ C). This includes the following: (r) All-weather driving surface. /F t 5‘o3 2.3 (,c) 20 feet of unobstructed width. IF('CO3.2. I (1c) 13 feet 6 inches of vertical clearance. ( ) Adequate turning radius capable of supporting fire apparatus. /F�. sv3.1-•4 The radius is: 2 45 feet for a sprinklered building. 60 feet for a non-sprinklered building.' )4-Mt-ad end access in excess of 150 feet long shall be provided with a IFc�v�.Z-$ turnaround. • Access roadways shall be extended to within 150 feet of all portions of the exterior walls of the first story of any building perpC Section 9L. Where access cannot be provided, an approved fire protection system shall be provided.sem' • An adequate and approved access for Fire Department equipment must be provided during construction. If on site pavement is not provided when construction begins an approved roadway surface must be installed with approved dimensions which will support fire vehicles and equipment. 5-0,3 • Non-sprinklered Building: Fire hydrants are required per FC Section-90". All portions of the exterior of any non-sprinklered building must be within 150 feet of an approved fire hydrant. ,0' Sprinklered Building: Buildings with a sprinkler system require one hydrant within 150 feet of the fire department connection and a hydrant(s) within 300 feet of all portions of the exterior. The fire department connection shall be located on the front of the building. The PIV must be located a minimum of the height of the building away. Lam/ o FIREP LAN ..........1.«.x'+..sa-...T.4ws. ti.. ^S-ee.ndssr wiKLJ..S...'.....a...-. ...+.e..v.....5..s...r....«..«.cw...ra+dwa • All hydrants shall be accessible to the fire department apparatus by roadways meeting above requirements. Hydrants shall be located within 5 feet of the curb so that apparatus can pull along side for the connection. • Provide fire lanes for fire apparatus response. Signage should read: "No Parking Fire Lane by order of the Fire Department." Location and number to be determined. • Provide numbers of addresses in such a way to be plainly visible from the street or road fronting the property per3F'C Section Numbers shall contrast with their background. • Townhouse projects must have directional signs designating the numbering sequence of units for each individual roadway. • Provide approved key box to be installed in accessible location per 'C Sectiones This is required when access to a structure is unduly difficult or where immediate access is necessary for life safety or fire fighting purposes. Key boxes shall contain keys to gain necessary access. Key boxes also recommended for building where entry may be delayed and to prevent damage as result of forcible entry. Obtain order forms from the Building Inspection Department. 00. • Fire extinguishers are required for this project per 11 C Secti . Extinguishers are required to be a minimum 2A10BC rated and located within feet travel distance of all areas. This distance decreases for more hazardous occupancies. Location and size to be determined. ZoJ `� • Submit plans for required fire protection equipment to the Building Inspection Department per 9'C , Requirements based on the thefliform Fire and Building code. Submit two copi: of detailed shop drawings before installation to receive approval and permit. (One copy will be returned.) The contractor should submit installation permit application with plans. ( ) Automatic fire extinguishing systems (sprinklers). ( ) Sprinkler systems of more than 20 heads must be monitored by an approved 24-hour station. ( ) Fire hydrant systems. ( ) Wet standpipe systems. ( ) Fire alarm systems. ( ) Cooking appliance and vent extinguishing systems. ( ) Fire pumps. ( ) Other extinguishing systems. • Fire alarm plans must be submitted by State licensed electrician or low voltage contractor. ti FIREPLAN • Protection systems installed that are not required are subject to approval by the Fire Department and must meet code requirements. • Submit 8-1/2 x 11 inch site plan for development of emergency response plan. • Submit plans for underground storage tank installation to the State Fire Marshal for approval. Upon approval, submit approved plans to the Building Inspection Department which will conduct the inspection and testing. • Provide information or see instructions as indicated below for special hazards. Please supply information,plans, specifications, as applicable. ( ) Places of assembly, S. a,° /0 ( ) Cellulose nitrate storage in excess of 25 lbs., cso. 4Z ( ) Storage and handling of combustible fibers,kiFeArdcleitS. z9. ( ) Garages,repair,UFC Article 29.' C c ,,t.z2_ ( ) Dry cleaning operation, ' es • eil/e-071, ,/2„ ( ) Application of flammable finishes including dip tanks, spray booths, etc.,a FC rtiele-445- C IrE/t 24, ( ) Welding and cutting operations, cii,4-rr6g--oz,a, ( ) Refrigeration equipment using other than air or water and more than 20 lbs., 'C Article-W.Co • ( ) Compresses gases, flammable, G ' 74• tr— ( ) Compresses gases, non-flammable,UFC article 74,'PG C r c ( ) Cryogenic fluids, C-s ctitl-e45: /Fc ` N'`rvrrz• 3 z =,"0701.•3 ( ) Explosives or blasting agents(storage or use), Aiti61e 77.' - • ( ) Flammable and combustible liquids FC. a."4Pr t Q-34- ( ( ) Hazardous chemicals, storing and handling of hazardous materials including toxic chemicals, poisonous gas, hazardous waste as defined by DOT and EP regulations,UFC Articleip. J 7 ( ) High piled combustible storage, • c 23 -- This includes requirements for fire sprinklers designed for proposed commodity and storage arrangement,building access, access doors, smoke and heat removal, curtain boards, and hose connections. ( ) Liquefied petroleum gases,UFC Article- 35 FIREPLAN .. ......«..?..r..u.=....rww.:.:).w...r... .. __ ._ ..,....rc'3 . .. • _moi.....¢ yaw ._ i • Protection systems installed that are not required are subject to approval by the Fire Department and must meet code requirements. • Submit 8-1/2 x 11 inch site plan for development of emergency response plan. • Submit plans for underground storage tank installation to the State Fire Marshal for approval. Upon approval, submit approved plans to the Building Inspection Department which will conduct the inspection and testing. • Provide information or see instructions as indicated below for special hazards. Please supply information,plans, specifications, as applicable. ( ) Places of assembly, UFC Article 25. ( ) Cellulose nitrate storage in excess of 25 lbs., UFC Article 27. ( ) Storage and handling of combustible fibers,UFC Article 28. ( ) Garages,repair,UFC Article 29. ( ) Dry cleaning operation,UFC Articles 36 and 79. ( ) Application of flammable finishes including dip tanks, spray booths, etc.,UFC Article 45. ( ) Welding and cutting operations,UFC Article 49. ( ) Refrigeration equipment using other than air or water and more than 20 lbs., UFC Article 63. ( ) Compresses gases, flammable,UFC Article 74. ( ) Compresses gases, non-flammable,UFC article 74. ( ) Cryogenic fluids,UFC Article 75. ( ) Explosives or blasting agents (storage or use), UFC Article 77. ( ) Flammable and combustible liquids,UFC Article 79. ( ) Hazardous chemicals, storing and handling of hazardous materials including toxic chemicals, poisonous gas, hazardous waste as defined by DOT and EP regulations,UFC Article 80. ( ) High piled combustible storage,UFC Article 81. -- This includes requirements for fire sprinklers designed for proposed commodity and storage arrangement,building access, access doors, smoke and heat removal, curtain boards, and hose connections. ( ) Liquefied petroleum gases,UFC Article 82. FIREPLAN FEB-19-2000 01:18P FROM: T0:19522262230 P:111 • IR j - .... ." . . . .: - "• • • RHA ARCHITECTS INC.::.= ":_ -;::: : --:-: Au st:22, ao ::::::. :: ..... :•::. _:_.To :Bernie•Feidt • ::..::. . City of Prior Lake. -- • . Building Inspection Department - : :•• : RE: Couitwood Village Apartments - Dear Bernie, In taking with Dave Bernston an the Jab Paul your field inspector:" :• :: .'::::`--. :•:: :- : :: indicated that the exterior walls of the stairs needed to two hour ratedA$er: : ::-: _ :": ::::..-:•-'::: :_.""_.-:.:researching the 2000 lBC section 707.6 indicates"that exterior walls need to :- : -::::;','''.-7:"-'"-:':-: • -_. :comply with section 704 which require exterior walls be one hour.-: -" .:_::; ; : = _•• '"--.-::••••:::"-� ::`" • Ifyou have any questions regarding-, $ ng these items please•feel free to confaat•- :-: ::-- :::- ::`.-:_ _::•: me of(320)-656-0757. • • : .":._. " - • .. ..- Thank You; :...:.... _ • .,4, _: :,." :::-_:_.Ronald.C-Homnnerding • • 104 &St:Geiriiain"Street` S :•:"'.. t.CIond;MN.56304:-...-;" :::,.-:: •:""::-:::'.::'::'"_:.•.- ::-_ " :.': : .. e en bre"ASh-trist7.;:-ii. ..- -77i:441::ii-IOC. ... PR Ili OF I°li iti Y 16200 Eagle Creek Avenue S.E. U Prior Lake, MN 55372-1714 &INNESO January 23, 2006 Ron Hommerding RHA Architects Inc. 104 East Germain St. St. Cloud, Minnesota 56304 RE: Courtwood Village Apartments Building B Following are the results of the Site and building plan reviefor the Courtwood Village Apartment Buildings. I received revised drawings on Decem er 19, 2005 in response to a September 19, 2005 plan review letter. Our review was based on the 2003 Minnesota State Building Code (MSBC) which adopted with amendments the 2000 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2003 Minnesota State Fire Code (MSFC) which adopted with amendments the 2000 International Fire Code (IFC) and excerpts from the National Fire Protection Association (NFPA). The numbered requirements correspond with the November 2, 2005 Site plan review memorandum. Comments in italics have been added., 9. Provide documentation listing that floor construction meets Sound Transmission Control and Impact ratings by laboratory or field-testing. IBC 1207. Prove indicated STC rating of 51 as shown on drawing A13 or provide acoustical engineer's report to reflect this. 11. Detail 3/C1, locate accessible ramps. MSBC 1341.0430. Nee to change elevations to meet requirements of MSBC 1341.0430. Building A has a 2.4%¢slope on access aisle. 19. Provide not less than one standpipe for use during construe ion. Fire sprinkler/riser permit required before building permit can be issued. IBC 311. Plans and permit application need to be submitted. 21. Detail 1/Al2, 2/Al2, and 3/Al2 2"d and 3rd floor framing: 1 stairwells, shaft walls must be 2-hr fire resistive construction continuously thrufloor framing with fire blocking. IBC 707.5. Elevator shaft and relief vent shaft mus be 1-hour fire rated to roof deck and indicate 2-hour fire resistive walls in reference to shear walls. Detail 2/Al2 and 3/Al2 at shafts, provide 2-hr. fire resistive r of/ceiling design. Wall assemblies are not listed for ceiling ratings that meek 2-hour fire resistive construction. 22. Detail 19, sheet S-5: Provide detail for support of corridor floor framing and joist hangers. 26. Provide signed Structural Engineered drawings of foundation columns, beams, and precast floors. 36. Detail of layout for accessible lavatories for Public use. Plan view layout to show dimensions of lavatory. Provide 48"in front of water closet MSBC 1341.0448. www.cityofpriorlake.com Phone 952.447.4230 / Fax 952.447.4245, 37. Structural Engineer to indicate detail of brick support over front canopy and balcony. The following are comments from the May 25, 2005 Site plan review letter: 7. If provided, indicate means of lawn irrigation. May use separate service and metering for billing purposes. If it is desired, there can be two water meters for domestic use and lawn irrigation. The City requires that there be a curb stop valve that can be accessed by the City for each individual water meter. Each must have a curb stop valve and separate lines running to each meter that are located within the building. There is a financial incentive to have separate meters, as the lawn irrigation meter would not be charged for sewer usage. Curbstops for shutoff to each domestic and fire suppression waterline to each building need to be in city R.O.W. Indicate if separate meters are to be utilized for billing purposes. The following are additional comments: 1. Sheet C-3: Install ballerds to protect all fire hydrants. 2. Sheet C-3: Provide plumbing fixture count of Building A and Building B to verify size of sanitary sewer service stub. 3. Sheet C-3: Provide size verification of water supply to accommodate Building A and Building B fire suppression system and domestic water supply service stubs. 4. PIV to be electronically monitored. 5. Need specifications from floor truss manufacturer to show balcony attachment with load requirements of 60#per square foot and 40#live loads with dead loads applied to floor truss. The site 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. Planning and Engineering plan review comments are forthcoming after submittals have been reviewed. If there are questions call at 952-447-9856. Sincerely, Bernie Feidt Building Inspector/Plans Examiner. cc. John Mesenbrink, Eagle Creek Development David Berntson, Bear Construction tf6 O PRip�, N '7 16200 Eagle Creek Avenue S.E. tri Prior Lake, MN 55372-1714 �INNES° April 27, 2007 Brad Rothnem John Mesenbrink Eagle Creek Development Eagle Creek Development P.O. Box 155 765 E. 175th Street Prior Lake, MN55372 Prior Lake, MN 55372 RE: COURTWOOD VILLAGE BUILDING A GRADING This letter is intended to clarify the intent of the Resoluton#06-08PC refilling, grading, and seeding of the Building A site. As a part of the resolution, one of the conditions stated that the developer submit a Letter of Credit for 125%of the cost of refilling, grading, and seeding the Building A site. The intent of this requirement was to remove any unstable or unsafe slopes,promote positive drainage, and restore turf to the Building A site,while this site awaited construction. Please be advised that the City of Prior Lake will not require the filling of the entire excavated Building A site. As discussed in earlier correspondence the grades must be graded to a slope of 3:1 or less, the low areas that currently hold water,must be graded to drain, and the site must be stabilized with permanent erosion control measures (turf). Once these improvements are made and the turf established, the City will perform an inspection of the Building A site and if acceptable,the financial guarantee will be returned. Part of the re-grading work has been completed to the satisfaction of the City in particular the western edge of the excavation of Building A, however additional slopes remain over 3:1, drainage must be conveyed, soil must be moved away from trees on the north end of the site(these trees are supposed to be saved), and additional fill must be removed the Building A site. In order for the financial guarantee to be returned, the above listed items must be addressed as well as establishing vegetation on the Building A site. Sincerely, Larry P pler Assistant City Engineer CC: Danette Moore,Planning Coordinator Bob Hutchins, Building Official Steve Albrecht,Public Works Director/City Engineer www.cityofpriorlake.com Phone 952.447.4230 / Fax 952.4474245 443 Lafayette Road N. MINNESOTA DEPARTMENT OF (651)284-5005 St. Paul, Minnesota 55155 LABOR & INDUSTRY1-800-DIAL-DLI www.doli.state.mn.us TTY: (651)297-4198 August 14,2007 Bear Construction 1070 River Rd. Dresser WI 54009 RE: Hydraulic Passenger - Elevator ID# 07-13658PT06-01 Residence: Courtwood Village 17092 Adelman St. S.E. Prior Lake 55372 Dear Sir/Madam: The Minnesota Elevator Safety Code provides that the Minnesota Department of Labor and Industry, Building Codes and Standards Unit, Elevator Safety Section issue a letter of approval for all elevators, dumbwaiters, escalators, moving walks, wheelchair lifts and manlifts (endless belt lifts) before they can be legally put into service in Minnesota. We received a letter stating that all recommended corrections have been addressed. We will acknowledge that certification. This letter will serve as official approval for you to operate your elevator. If at any time we find that the recommendations were not corrected, we will take action to assure compliance with statute, rules and adopted codes. NOTE: Compliance with Minnesota Rules and the ANSI/ASME A17.1, Safety Code for Elevators and Escalators does not necessarily assure compliance with the Americans With Disabilities Act of 1990. Sincerely, BUILDING CODES AND STANDARDS Zfrotir Bill J. Reinke-- State Elevator Inspector bjr/rsg (CE-4) c: Hutchins, Robert Dana, BO, City of Prior Lake Schindler Elevator Corp. ElFormCE4 This information can be provided to you in alternative formats(Braille,large print or audiotape). An Equal Opportunity Employer BAR. 1s0. 2006 9:44AM LAREON ENGINEERING OF MIN N0. 5410 P. 1 Special Structural Testing and Inspection Program Summary Schedule Project Name 72J,1 "c:J v; z c_:/),,,),__)v2-,i> 'L,;,,, roject No._ Location _ Permit No. _ _ (I) Technical-(2) 'Type of Report Assigned Section Article Description(3) Inspector(4) Frequency(5) Firm (6) Y. N.11. Puy e. -Y J sem—s P t a Q. . M __c,LGq &(t t.&.-s t nJ it .- - T - Notes: This schedule shall be filled out and included in the Special Structural Testing and Inspection Program. (I) Permit No. to be provided by the Building Official. . (2) Referenced to.the specific technical scope section in the program. C (3) Use descriptions per UBC Chapter 17,as adopted by Minnesota State Building Code. (4) Special Inspector-Technical,Special Inspector-Structural. J (5) Weekly, monthly,per test/inspection, per floor,etc. (6) Firm contracted to perform services. ACKNOWLEDGEMENTS Each appropriate representative shall sign below: Owner: .1.4104, .ks, Firm:dv, A-,zz)u;Lt,r, LC Date: 3/3i6J Contractor: 2,7411 Firm:f (-4-•A-4`1)-<.-C6',-0--/ Date: 3/iu/t, iv , Architect J , Firm: pilg 4ed.:0cT Date: S:.:, '=7 .� '� 0.� Firm:l.-tact.So& Q*34 Date: 3 _I('. CV, -,+irr S{�' >,+� w �' Firm:L (i±. ►u 1".'9 Date: &. t u, o SI-T: Firm: �f • Date: .L�fr Firru '1.as dt 1' - , r4c,/ Date: 340‘. F: Firm: Date: , If requested by engineer/architect of record or building official,the individual names of all prospective special inspectors find (' the work they intend to observe shall be identified. Legend: SER=Structural Engineer of Record SI-T=Special Inspector-Technical TA=Testing Agency SI-S=Special Inspector-Structural F=Fabricator C_ . Accepted for the Building Department By . 7z i Date 7/04.10 T:kasclsurum OI9 A25 MAR-10-2006 FRI 05: 10PM ID: PAGE:1 o� YR/04,'t" 16200 Eagle Creek Avenue S.E. c j al Prior Lake.MN 55372-1714 "4 4vN$se. January 23, 2006 Ron Hommerding RHA Architects Inc. 104 East Germain St. Si. Cloud, Minnesota 56304 RE: Courtwood Village Apartments Building B Following are the results of the Site and building plan review for the Courtwood Village Apartment Buildings. I received revised drawings on December 19, 2005 in response to a September 19, 2005 plan review letter. Our review was based on the 2003 Minnesota State Building Code(MSBC)which adopted with amendments the 2000 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2003 Minnesota State Fire Code(MSFC)which adopted with amendments the 2000 International Fire Code (WC) and excerpts from the National Fire Protection Association (NFPA). The numbered requirements correspond with the November 2, 2005 Site plan review memorandum. Comments in italics have been added. 9. Provide documentation listing that floor construction meets Sound Transmission Control and Impact ratings by laboratory or field-testing. IBC 1207. Prove indicated STC rating of 51 as shown on drawing A 13 or provide acoustical engineer's report to reflect this. 11. Detail 3/C1, locate accessible ramps. MSBC 1341.0430. Need to change elevations to meet requirements of MSBC 1341.0430. Building A has a 2.4%slope on access aisle. 19. Provide not less than one standpipe for use during construction. Fire sprinkler/riser _ permit required before building permit can be issued. IBC 3311. Plans and permit application need to be submitted 21. Detail 1/Al2, 2/Al2, and 3/Al2 2"d and 3"' floor framing: all stairwells, shaft walls must be 2-hr fire resistive construction continuously thru floor framing with fire blocking.IBC 707.5.Elevator shaft and relief vent shaft must be 1-hour fire rated to roof deck and indicate 2-hour fire resistive walls in reference to shear walls. Detail 2/412 and 3/412 at shafts, provide 2-hr. fire resistive roof/ceiling design. Wall assemblies are not listed for ceiling ratings that meet 2-hour fire resistive construction. 22. Detail 19, sheet S-5: Provide detail for support of corridor floor framing and joist hangers. 26. Provide signed Structural Engineered drawings of foundation columns, beams, and precast floors. 36. Detail of layout for accessible lavatories for Public use. Plan view layout to show dimensions oflavatory.. Provide 48"in front of water closet MSBC 1341.0448. ',mum Aityofprioriake.com 1.-.1 _ ncn A.w-s Anon / cM.CAC') A 11..94.r. 37. Structural Engineer to indicate detail of brick support over front canopy and balcony. The following are comments from the May 25,2005 Site plan review letter: 7. If provided, indicate means of lawn irrigation. May use separate service and metering for billing purposes. If it is desired, there can be two water meters for domestic use and lawn irrigation. The City requires that there be a curb stop valve that can be accessed by the City for each individual water meter. Each must have a curb stop valve and separate lines running to each meter that are located within the building. There is a financial incentive to have separate meters, as the lawn irrigation meter would not be charged for sewer usage. Curbstops for shutoff to each domestic and fire suppression waterline to each building need to be in city R.D.W. Indicate if separate meters are to he utilized for billing purposes. The following are additional comments: 1. Sheet C-3: Install ballerds to protect allfare hydrants. 2. Sheet C-3: Provide plumbing fixture count of Building A and Building B to verify size of sanitary sewer service stub. 3. Sheet C-3: Provide size verification of water supply to accommodate Building A and Building B fire suppression system and domestic water supply service stubs. 4. PIV to be electronically monitored. 5. Need specifications from floor truss manufacturer to show balcony attachment with load requirements of 60#per square foot and 40#live loads with dead loads applied to floor truss. The site 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. Planning and Engineering plan review comments are forthcoming after submittals have been reviewed. If there are questions call at 952-447-9856. Sincerely, „exti_t_c_esC Bernie Feidt Building Inspector/Plans Examiner. cc. John Mesenbrink,Eagle Creek Development David Berntson,Bear Construction mo IN W.107.04.0 FIGURE 10—SOUND-CONTROL ASSY: 0 1. Gyp-Crete Gypsum Cement Minimum 314 inch hidg densly 100 pounds per cubic coat WO. 2 Sublimer: 1i4-lith bmg��e-and•gmoawe p od installed in accordance win the code. �001101 ' f 3. Apposed Flier Deur TA Joist 9112 inches deep.24 Indies on oentaresmandact edkgMandsistCarpmaionafBoise.Idahoo. 4. Ceiling Board:First Dyer of Nrinchaidt Type X gypsum board i . : '. ,_tik.k . + 7 © fastened Intended devery8i rhes n e terwNs 1-li a "��`tt!�/�► army 8 inches' dr Type S ar.�s.N joins of !/ face larger taped and sealed wins c mpoand. 1 5. t�asientChannalsz1'/2indaesaidebry1 indadeep.No.25gage. spaced at 16-inch carers wits 11/4irrd ong drywall sae and 0 attached at aids joint 0 B 55iT b.` 1_ Gyp-Qaie e t finial® coda old dem 100 ^ ^` pounds per foot(ma.). 2. Seldom 314-sada plywood installed in <_ saccordance with the code. 9 3. Tiaras:Paraiaidsordbuss„minimum12indresdeepr2X4drorls ' �! and webs.'spaced 2!4 iwes on caller: -.4441k Z 'f 4_ Resilient Chennekr 11/2 inch wide t6-inch canton%via or/1/2 inch deep.No.25 gage. spaced at orftme s and lattached at each joint. / Type S drywall a/ 5. Ceiig Boast"rinds Type X gypsum wsllhoead.attached to ,eruct dhaanek nth 1-lacca Type S areal mews spaced 12 inches an Dana: Q 10 • 0 FIST 1 AI.Y: 1. Carpet and pat Tank untold 40.96 psf(carpet.0.70 inch thick 0.64 pads per sewn foot and pad.0.565 ids thick.0.32 .- pounds per square(+) 2. 11/2-r.ds hide Gyp-Clete 13.1 pounds per square foot. a r k' llro �} 3. 6iraeeniC i lO(0_16 admen thiel.0.13 pond;per svale _- ma - �.; Rt ^_ Q foot:eheha(adeaed by BASF Companion. 4. Mess Division.31fiindHhi*loriented shandboard. ; 34i,,r i� it w � 5. 3112-I>chthid.l-11 insulation. '� 3i 6. 12 idtdeep open web busses spaced 24 res on mac rw :•, 2' � 7. Resilientdhahne.2s/2 laches wide.No 22 gage aiadhed win self-tapping SCRIM. yC01,. Ur 1 ' .h},( 8. Ns-inch-thick Type X ppm bawd, attached win 314-inch ore leppiig mews to reeieartdome& _ P «fir/'► -�4'r'ii►� . tv. FIGURE 1 ASSEMBLY: 1_ Annehang designer salaam. © 2 Nomad 1'I-lich Gyp-Crete 2000(110-115 peg. .”. _ 3. ''I4-inch Acousi•Met(2.5.7 pd)(extended Such with aorfaoe of 1404-het. ~^ •• ' t�""�.D 4 3I4 inch Ohchaad hrwiaeoad,OSB baud). :,.-�j. _.,_� *..r 5 31/2-inch R11 Qhargtssa iasefaion i i6_ NO1111111812-hich-by-10-inds joists. ~' 7_ RC—ane nailed dhahaand. L0000•• Tom'_ �'� 8. 3/8'ihdh gypsum board. 6 et For SI:1 inch=254min. 1 RGI ASSBBLY: 2 1. Mos men vinyl(0.068 inch chick.2 92 msJsq.yd)or AffceramicashN w2 irii Neck.354 MIs•e9.ft-) .. 2. tech-1 inchfhlw000n f peum cameo*- 3 3 Aoo t 0 od)C4 ) 4. s/,,-inch OSB board "F 5. 115G I7 resie�domino' "' 6 Open verb f�nss-16 Indies deep`192 inches o.m Ra. 7. Blown fihehgta�insthbion—i6 inches bic*.1.0 P� Y 7 4' -.• 8 518-inch Type X gypsun board 8 - I' w i Y: �. 2 1. cmc tie(cm2 inch iaias s s atis�y to wx= 2. 1 inch Maa000nw typsnen cement t `-'- 3. whs51Y1 ®N h/ irh ; �" — 4. Precast concrete(6lhclhes Nhidc,2 feet wide) t� ,47.---. }- 5 Het doom(snhspehhded 9 Indies by hanger wire :3 i -�'` 6 3112 inch R-11 tibe s instietion in the plenum -1.1: ~«, ' 7 518-inch Type X gypshan board altadhed b hat channel 4 -;,tix r r � 5 FIGURE 6—SOUND-CONTROL ASSEMBLY: 0 t PGyp-Creie Gypsum Gement Ni*onn 3/4 inch trick dewsiy,100 � `�T .ABX r. 2. & Moor.518-inch plywood installed in accordance nth the code. V" F' ' r► ✓� iiiriiii rI " y= �r�- 43. t32t0 fmg lass Ui1tat/ 16Tpethes sstiwtm s onsec o6a ee Bt o d al ceideE & T X bomdaltachedr 1-ichT S' �! 112 inches an center,b d channels. j • FIGURE T ASSEMBLY: 0 - 1. Gyp-Qete gypsum Canmnt Minimum 1 inch Mich demi 100 ponds per cubic Moot(min.). �:,----": Y�: 2. Sublloa:5/$iech plywood installed in accordance*Jim the code. - 3. 2 x 10 mood joists at 16 inches an Denier: 1+.) 4 3t/2 iIm h Mridt�erglrhss imosdaior(ghiom� h' 5. t/2-incli Type X gypsum board saewed directly to the joists with • ` 1/4-inch drywall sawen.12 inches on Dander. 400,....1.4 , ............. 0 —� e•-) 4) „40111111111110 N7 FIGURE AS's LY: 1. Gyp-Crete Gypson Cement Minimum 11 inch Dict:density.100 !- pounds per cubic toot(min). .0). 2. _tbioor:54-iib plywood installed in a acodance the code. i� ':_ 3. 2 x 10 wood tO joists at 16 Indies on center. t "'� '`- i 1:.r.. " 4 31/2-inch-thick /�wr-1tt2 Noy 25 gape resient channels `\,! 0 FIGURE ASSEMBLY: 1. Gypsum Minimum 3ito :x.100 — pOunds pis anis loot T•.---..:___ v� 2. Sentra:5/air�plywood installed hi accordance with the code. 74;1.1-n 3. 2x10wood joistat16miresanceder. . ' 4. 21/24rris fiberglass insubhon density.silty 15 pcf(optional). 1/2-inchirkle.No.25 � nankin diannels at 24 x .....0:00' Indies an 1fi la each joist 11t g drywall 0 SOWS. i y 6. 5J8-inch gypsum bored a d%Skilled 10 dM1e1 with 1-inch-keg drywall anwas spaced at 12 inches on codex Al joists taped and sealed with compound. ¢s_ :.:,Y_ FIGURE ASSEMBLY: 1. Cement 1 inch Sick deadly,100 pounds per cubic foot(nun.). 2 b pounlspardarbicfoct , I : nnallable ailed in thea naiad 6 inches an o perimeter and spot 0I`" 3. Seldom:dads plywood indeed hi accordance with Be code. K-) 4. 2 x 10 wood joists at 16 inches an center_ 0 - 5. 1/2-inch Type X gypsum board fastened tiredly to the joist with drywall snows spaced at 12 inches on cadet n FIGURE ASSEMBLY: •_ -�- - 1. pGyp-Cade Gypsum ori tp Iia tura 1 inch»density. 100 • " :i 2. Sunbelt:NOW'plywood installed in accordance milt the code_ ,, ,>\___ 3. ApposedFloorTnas 16imhasdeep.open web.spaced 19.2inches k, on center,top and bottom diads an nwrnpa12 by 4-inch wood maidens,as maga#ackeed by the Trus Mar Carponeion. 4. Cethig Sea I: iode award nailed bellow ad directlytoelloerbuss 0 will,6 penny ratio at 8�on center. 0 R61SIE ASSEMBLY: 4 ,. Gypsumpounds per Minimum 34 inch thick density.100 . V.'"- 2. Sulam:5/a-indr plywood installed In accordance with the code. -ow* _ \IIIP " 3. AppraaedFloorTnss16ichesdesp,openweb.spaoed192inhes -- _ on carter:top and bottom dorms an nominal wood _ msembars,as msrufachr�ed by the Trus Joist Cdrpuatbrs 4. Restart Chemist 11tgg 'I , fastened perpendreulartw�2 with1 Type W or S scams. 5. Ceding Boom 5/8-inch gypnan board attedhed to the channel with l� 1112-inch Type S acorea at 12 inches on da tax \ . 1. Gyp-Crete Gypsum Cement Nominal h inch ihddc density. 100 I pounds per utic hot(min.) 0 2. Precast tlaialbwirrnsard�iidrprecarteoacrelebrtlwnaadeibor slablewing and R' r:!- having weight 0166psf Thepanels�must beren:agniz�edinp acucament ! evaluation repot a G,lroutJaitFiladwRasaad•ce mentgmdmitaaregriedbymonist 141410414., . C`: manufacturer_ Va For Si:1 inch=25.4 mos. UL Online Certifications Directory BXUV.L563 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings-ANSI/UL 263 Design No.1.563 • January 03, 2006 Unrestrained Assembly Rating-1 Hr rmish Rating-25 Min(See Items S or SA) CD (5) } - . ``rye t` '- _y � .'o_ ,.'.1- . _ . 1 • a or I ,• 2� , •II 1 `1 "..../ / f ? +s ii------/ o j :w-nt!ux0N! ,;� 2 3 S ''> —� j '=es, • E' " 7.'' • `- `1• ,`=s•At_ is 4Z- ..,.'_. ` J • (r) 4 END JOINT DEM. \V http://database.ul.com/cgi bin/XYV/template/LISEXT/1FRAME/showpage.html?name=BX... 1/25/06 { _ / f `� s L. AtI � - 2-zs ie i r, ! y i tiff. .�A :.tit i •• Z .1E u s Mitt t: :- '�,.e.y�,i ' : :it.i :r ...4"'s ......--7 ... -.r♦ �. ...v as_r gs- _.w+v'r`s'Ire- _..r..........„1 • ,; 0 ALTERNATE INSt y,.ATb)N PLACEMENT 1. Flooring System—The flooring system shall consist of one of the following: System No.1 Su6Aooring—Nom 23/32 hi.thick wood structural panels installed perpendicular to trusses with end Joints staggered.Plywood panels secured to trusses with construction adhesive and No.6d ringed shank nails spaced 12 in.OC along each truss.Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier-(Optional) —Worn 0.030 in.thick commercial asphalt saturated felt. Finish Flooring—Min 1 by 4 in.T&G lumber fastened diagonally to trusses,or min 15/32 in.thick wood structural panels,min grade"Underiayment"or"Single Floor".Face grain of plywood or strength axis of panel to be perpendicular to trusses with joints staggered. System No.2 Subflooring—Min 23/32 in.thick T&G wood structural panels installed perpendicular to trusses with end joints staggered 4 ft.Plywood or nonveneer APA rated panels secured to trusses with construction adhesive and No.6d ringed shank nails spaced 12 in.OC along each truss.Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Floor Mat Materials*-(Optional)—Nom 6 mm thick floor mat material adhered to subfloor with Hacker Floor Primer.Primer to be applied to the surface of the mat prior to the placement of floor-topping mixture. When floor mat material is used,min thickness of floor topping mixture is 1 in. HACKER INDUSTRIES INC—Type Hacker Sound-Mat Alternate Floor Mat Materials* —(Optional)—Floor mat material nom 10 mm thick adhered to subfloor with Hacker Floor Primer.Primer to be applied to the surface of the mat prior to the placement of a min 1- 1/2 in.of floor-topping mixture. HACKER INDUSTRIES INC—Type Hacker Sound-Mat II. Alternate Floor Mat Materials*—(Optional)—Floor mat material nom 1/4 in.thick loose laid over the subfloor.Floor topping thickness shall be a min of 1 in. HACKER INDUSTRIES INC—Type Quiet Qurl 55/025 Alternate Floor Mat Materials* —(Optional)—Floor mat material nom 3/8 in.thick loose laid over the subfloor.Floor topping thickness shall be a min of 1-1/2 in. http://database.ul.com/cgi-bin/XYVY /template/LISEXT/1FFRANIE/showpage.html?name=BX... 1/25/06 HACKER INDUSTRIES INC—Type Quiet Quri 60/040 Metal Lath(Optional)—For use with 3/8 in.or 10 mm floor mat materials,3/8 in.expanded steel diamond mesh,3.4 lbs/sq yd placed over the floor mat material.Hacker Floor Primer to be applied prior to the placement of the metal lath.When metal lath is used,floor topping thickness a nom 1-1/4 in.over the floor mat. Finish Flooring-Floor Topping Mixture*—Min 3/4 in.thickness of floor topping mixture having a min compressive strength of 1100 psi. Mixture shall consist of 6.8 gal of water to 80 lbs of floor topping mixture to 1.9 cu ft of sand. HACKER INDUSTRIES INC—Firm-Fill Gypsum Concrete, Firm-Fill 2010, Firm-Fill 3310, Firm-Fill 4010, Firm-Fill High Strength, Gyp-Span Radiant System No.3 Subflooring—Min 23/32 in.thick T&G wood structural panels installed perpendicular to trusses with end joints staggered 4 R.Plywood or nonveneer APA rated panels secured to trusses with construction adhesive and No.6d ringed shank nails spaced 12 in.OC along each truss.Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Finish Floor-Mineral and Fiber Board* —Min 1/2 in.thick, supplied in sizes ranging from 3 ft by 4 ft to 8 ft by 12 ft.All joints to be staggered a min of 12 in.with adjacent sub-floor joints. HOMASOTE CO—Type 440-32 Mineral and Fiber Board System No.4 Subflooring—Min Nom 23/32 in.thick wood structural panels installed perpendicular to trusses with end joints staggered.Plywood or panels secured to trusses with construction adhesive and No.6d ringed shank nails spaced 12 in.OC along each truss.Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier-(Optional)—Nom 0.030 in.thick commercial asphalt saturated felt. Floor Mat Materials*-(Optional)—Min 3/8 in.to max 3/4 in.thick floor mat material loose laid over the subfloor. UNITED STATES GYPSUM CO—LEVELROCK®Brand Sound Reduction Board Alternate Floor Mat Materials* -(Optional)—Nom 1/4 in.thick floor mat material loose laid over the subfloor. UNITED STATES GYPSUM CO—LEVELROCK®Brand Floor Underlayment SRM-25 Alternate Floor Mat Materials*-(Optional)—Nom 3/8 in.thick floor mat material loose laid over the subfloor. SOLUTIA INC —Type SC50 Finish Flooring-Floor Topping Mixture*—Min 3/4 in.thickness of floor topping mixture installed having a min compressive strength of 1500 psi.Refer to manufacturer's instructions accompanying the material for specific mix design. UNITED STATES GYPSUM CO—LEVELROCK®Brand 2500, LEVELROCK®Brand RH System No.5 • - http://database.ul.com/cgi-binalrWtemplate/LISEXT/IFR.A,ME/showpage.html?name=BX... 1/25/06 Subflooring—Nom 23/32 in.thick wood structural panels installed perpendicular to trusses with end joints staggered.Plywood or panels secured to trusses with construction adhesive and No.6d ringed shank nails spaced 12 in. OC along each truss.Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier-(Optional)—Nom 0.030 in.thick commercial asphalt saturated felt. Floor Mat Materials* -(Optional) —Min 3/8 In.to max 3/4 in.thick floor mat material loose laid over the subfloor. UNITED STATES GYPSUM CO—Leveirodc Brand Sound Reduction Board Alternate Floor Mat Materiels* -(Optional)—Nom 1/4 in.thick floor mat material loose laid over the subfloor.Floor topping thickness shall be as specified under Floor Topping Mixture. UNITED STATES GYPSUM CO—LEVELROCK®Brand Floor Underlayment SRM-25 Alternate Floor Mat Materials* -(Optional)—Nom 3/8 in.thick floor mat material loose laid over the subfloor. SOLUTIA INC—Type SC50 Finish Flooring-Floor Topping Mixture*—Min 1/2 in.thickness of floor topping mixture having a min compressive strength of 2100 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. UNITED STATES GYPSUM CO—LEVELROCK®Brand 3500,LEVELROCK®Brand Commercial RH System No.6 Sabflooring—Nom 23/32 in.thick wood structural panels installed perpendicular to trusses with end joints staggered Plywood rated panels secured to trusses with construction adhesive and No.6d ringed shank nails spaced 12 in.OC along each truss.Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier-(Optional)—Nom 0.030 in. thick commercial asphalt saturated felt. Floor Mat Materials*-(Optional)—Min 3/8 in.to max 3/4 in.thick floor mat material loose laid over the subfloor. UNITED STATES GYPSUM CO—LEVELROCK®Brand Sound Reduction Board • Alternate Floor Nat Materials* -(Optional)—Nom 1/4 in.thick floor mat material loose laid over the subfloor. UNITED STATES GYPSUM CO—LEVELROCK®Brand Floor Underlayment SRM-25 Alternate Floor Mat Materials* -(Optional)—Nom 3/8 in.thick floor mat material loose laid over the subfloor. SOLUTIA INC—Type SCSO Finish Flooring-Floor Topping Mixture*—Min 1/2 in.thickness of floor topping mixture having a min compressive strength of 3000 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. http://database.ul.com/cgi-bin/XXV/template/LISEXT/IFRAME/showpage.html?name=BX... 1/25/06 UNITED STATES GYPSUM CO—LEVELROCK®Brand 4500 System No.7 Subflooring—Min 23/32 in.thick T&G wood structural panels installed perpendicular to trusses with end joints staggered 4 ft.Plywood or nonveneer APA rated panels secured to trusses with construction adhesive and No.6d ringed shank nails spaced 12 in.OC along each truss.Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier-(Optional)—Nom 0.030 in.thick commercial asphalt saturated felt. Finish Flooring-Floor Topping Mixture*— Min 1-1/2 in.thickness of floor topping mixture having a min compressive strength of 1000 psi and a cast density of 100 plus or minus 5 pcf.Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle.Mixture shall consist of 1.4 cu feet of preformed foam concentrate to 94 lbs Type I Portland cement, 300 lbs of sand with 5-1/2 gal of water. ELASTIZELL CORP OF AMERICA—Type FF System No.8 Subflooring—Min 23/32 in.thick T&G wood structural panels installed perpendicular to trusses with end joints staggered 4 ft.Plywood or nonveneer APA rated panels secured to trusses with construction adhesive - and No.6d ringed shank nails spaced 12 in.OC along each truss.Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Finish Flooring-Floor Topping Mixture*—Min 3/4 in.thickness of floor topping mixture having a min compressive strength of 1200 psi and a cast density of 105 plus or minus 5 pcf. Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mixture shall consist of 1.2 cu feet of preformed foam concentrate to 94 lbs Type I Portland cement, 300 lbs of sand, 5 oz Type N fiber,4 oz Component Z with 5.4 gal of water. ELASTIZELL CORP OF AMERICA—Type ZC System No.9 Subflooring—Min 23/32 in.thick T&G wood structural panels installed perpendicular to trusses with end joints staggered 4 ft.Plywood or nonveneer APA rated panels secured to trusses with construction adhesive and No.6d ringed shank nails spaced 12 in.OC along each truss.Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. - Vapor Barrier-(Optional)—Nom 0.030 in.thick commercial asphalt saturated felt. Finish Flooring-Floor Topping Mixture*—Min 1 in.thickness of floor topping mixture having a min compressive strength of 1000 psi and a cast density of 100 plus or minus 5 pcf.Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle.Mixture shall consist of 1.4 cu feet of preformed foam concentrate to 94 lbs Type I Portland cement,62.5 lb of pea gravel,312.5 lbs of sand with 5-1/2 gal of water. LITE-CRETE INC—Type I System No.10 Subflooring—Min 23/32 in.thick T&G wood structural panels installed perpendicular to trusses with end joints staggered 4 ft.Plywood or nonveneer APA rated panels secured to trusses with construction adhesive and No.6d ringed shank nails spaced 12 in.OC along each truss.Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier-(Optional)—Nom 0.030 in.thick commercial asphalt saturated felt. Finish Flooring-Floor Topping Mixture*—Min 1-1/2 in.thickness of floor topping mixture having a min http://database.ul.com/cgi bin/XYV/template/LISEXT/1FRAME/showpage.html?name=BX... 1/25/06 MAXXON CORP—Type D-C, GC,GC2000,L-R,T-F,Cr System No.13 Subflooring—Min 23/32 in.thick T&G wood structural panels installed perpendicular to trusses with joints staggered 4 R.Plywood or nonveneer APA rated panels secured to trusses with construction adhesive and No.6d ring shank nails spaced 12 in.OC along each truss.Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier-(Optional)—Nom 0.030 in.thick commercial asphalt saturated felt. Floor Mat Materials* -(Not Shown)Optional—Nom 1/4 in.thick floor mat material loose laid over the concrete slab.Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement.When floor mat material is used,min thickness of floor topping mixture is 1 in. MAXXON CORP—Type Acousti-Mat II Alternate Floor Mat Materials* -(Optional)—Nom 0.8 in.thick floor mat material loose laid over the concrete slab with Crack Suppression Mat(CSM)loose laid over the floor mat material.Floor topping mixture shall be min 1-1/2 in. MAXXON CORP—Type Acousti-Mat 3,Crack Suppression Mat(CSM) Metal Lath (Alternate to Crack Suppression Mat(CSM))—3/8 in.expanded galvanized steel diamond mesh,3.4 lbs/sq yd loose laid over the floor mat material.Floor topping mixture shall be min 1-1/2 in. Alternate Floor Mat Materials* -(Optional)—Nom 0.4 in.thick floor mat material loose laid over the concrete slab.Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement. Floor topping mixture shall be min 1-1/2 in. MAXXON CORP—Type Enkasonic 9110 Metal Lath(Optional)—For use with floor mat materials,3/8 in.expanded galvanized steel diamond mesh, 3.4 lbs/sq yd or Maxxon Corp.UL Classified Crack Suppression Mat(CSM)loose laid over the floor mat material.Floor topping mixture shall be min 1 in. MAXXON CORP—Type Crack Suppression Mat(CSM) _ Alternate Finish Flooring-Floor Topping Mixture*—Min 1or 1-1/2 in.thickness of floor topping mixture depending upon floor mat system as specified above, having a min compressive strength of 1200 psi.Mixture shall consist of 4 to 7 gal of water to 80 lbs of floor topping mixture to 1.4 to 1.9 cu R of sand. RAPID FLOOR SYSTEMS—Type RF, RFP,RFU,RFR,Ortecrete• System'..N .14 Subflooring—Nom 23/32 in.thick wood structural panels installed perpendicular to trusses with end joints staggered.Plywood panels secured to trusses with construction adhesive and No.6d ringed shank nails, spaced 12 in.OC along each truss.Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier—(Optional)-Nom 0.030 in. thick commercial asphalt saturated felt. Finish Flooring-Floor Topping Mixture* —Min 3/4 in.thickness of floor topping having a min compressive strength of 1000 psi.Refer to manufacturers instructions accompanying the material for specific mix design. ALLIED CUSTOM GYPSUM PLASTERWORKS L L • • http://database.ul.corn/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BX... 1/25/06 C—AccuCrete. 2.Trusses—Parallel chord trusses,spaced a max of 24 in.OC,fabricated from nom 2 by 4 lumber,with lumber oriented vertically or horizontally.Min truss depth is 12 in.Truss members secured together with min 0.036 0356 in.thick galvanized steel plates.Plates have 5/16 in.long teeth projecting perpendicular to the plane of the plate.The teeth are in pairs facing each other(made by the same punch),forming a au tooth type plate.Each tool has a chisel point on its outside edge.These points are diagonally opposite e for each pair.The top half of each tooth has a twist for stiffness.The pairs are repeated on approx.7/8 in. centers with four rows of teeth per inch of plate width. 3.Air Duct* —Any UL Class 0 or Class 1 flexible air duct installed in accordance with the instructions provided by the damper manufacturer. 4.Ceiling Damper*-(Optional)—For use with min 18 in.deep trusses Max plenum box size nom 19 in. long by 19 in.wide and 11-7/8 in.high fabricated from galv steel.Aggregate damper openings shall not exceed 256 sq in.per 100 sq ft of ceiling area.Damper installed in accordance with the manufacturers installation instructions provided with the damper. LLOYD INDUSTRIES INC—Model CRD 50-BT, CRD 50-EA-BT, CRD 55-BT, CRD 55 EA-BT 4A.Alternate Ceiling Damper*-(Optional)—For use with min 18 in.deep trusses Max plenum box size nom 13 in.long by 13 in.wide and 11-7/8 in.high fabricated from galv steel.Aggregate damper openings shall not exceed 100 sq in.per 100 sq ft of ceiling area.Damper installed in accordance with the manufacturers installation instructions provided with the damper. LLOYD INDUSTRIES INC—Model CRD 50-BT-6, CRD 50-EA-BT-6, CRD 55-BT-6,CRD 55 EA-BT-6 48.Alternate Ceding Damper*-(Optional)—For use with min 18 in.deep trusses Max size ceiling outlet in plenum box nom 12 In.long by 12 in.wide.Plenum box fabricated from gale steeL Aggregate damper openings shall not exceed 144 sq in.per 100 sq ft of ceding area.Installed In accordance with the manufacturers installation instructions provided with the damper. LLOYD INDUSTRIES INC—Model CRD 50-95BT,CRD 50-EA-956T,CRD 55-95BT,CRD 55 EA-95BT 4C.Alternate Ceilitag Damper*—(Optional)-For use with min 18 in.deep trusses.Max size ceiling outlet in plenum box nom 16 in.long by 16 in.wide.Aggregate damper openings shall not exceed 256 sq in.per 100 sq ft of ceiling area.Damper installed in accordance with the manufacturers installation instructions provided with the damper. LLOYD INDUSTRIES INC—Models CRD 50-FGPB-4.2,-4.2 NI,-6.0,-6.0 NI;CRD50-EA-FGPB-4.2,-4.2 NI,-6.0,-6.0 NI. 5.Batts and *—Glass fiber or mineral wool insulation bearhig the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance.When the resilient channels(Item 6)are spaced 16 in.OC,the insulation shall be a max of 3-1/2 in.thick,and shall be secured against the subflooring with staples at 12 hi.OC or held suspended in the concealed space with 0.090 in.diam gale steel wires attached to the wood trusses at 12 in.OC.When the resilient channels are spaced a max of 12 in.OC or when the Steel Framing Members(Item 6A)are used,there is no limit in the overall thickness of insulation,and the insulation can be secured against the subflooring,held suspended in the concealed space or draped over the resilient channels(or Steel Framing Members)and gypsum panel membrane.The finished rating has only been determined when the insulation is secured to the subflooring. • SA.loose FE Material*—As an alternate to Item 5,when the resilient channels(Item 6)are spaced a max of 12 in.CC,or when the Steel Framing Members(Item 6A)are used-Any loose fill material bearing the UL Classification Marking for Surface Burning Characteristics.There is no limit in the overall thickness of insulation.The finished rating when loose fill material is used has not been determined 6 Resilient Channels—Formed from min 0.020 in.thick gale steel, 1/2 in.deep by 2 in.wide at the base and 1-1/4 in.wide at the face,spaced 16 his.OC perpendicular to trusses.When insulation(Items 5 or 5A)is applied over the resilient channei/gypsmn panel ceiling membrane,.the resilient channel sparing shall be reduced to 12 in.OC.Channels secured to each truss with 1-1/4 in.long Type S bugle head steel screws. Channels overlapped 4 in.at splices.Two channels,spaced 6 in.OC,oriented opposite each gypsum panel http://database.ul.corn/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BX... 1/25/06 end joint as shown in the above illustration.Additional channels shall extend min 6 in. beyond each side edge of panel. 6A.Alternate Steel Framing Members—(Not Shown)-As an alternate to Items 6,main runners,cross tees,cross channels and wall angle as listed below: A.Main Rumness—Nom 10 or 12 ft long,15/16 in.or 1-1/2 in.wide face,spaced 4 ft.OC.Main runners suspended by min 12 SWG gaiv steel hanger wires spaced 48 in.OC.Hanger wires to be located adjacent to main runner/cross tee intersections. Hanger wires wrapped and twist-tied on 16d nails driven in to side of trusses at least 5 in.above the bottom face. B.Cross Tees—Nom 4 ft long, 1-1/2 in.wide face,installed perpendicular to the main runners,spaced 16 in.OC.Additional cross tees or cross channels used at 8 in. from each side of butted gypsum panel end joints.The cross tees or cross channels may be riveted or screw attached to the wall angle or channel to fadlitate the ceiling installation. C. Cross Channels--Nom 4 or 12 ft long, installed perpendicular to main runners, spaced 16 in. OC. • D.Wall Angle or Channel—Painted or gale steel angle with 1 in.legs or channel with 1 in.legs,1-9/16 in.deep attached to walls at perimeter of ceiling with fasteners 16 in.OC.To support steel framing member ends and for screw- attachment of the gypsum panel. CGC INC—Type DGL or RX. USG INTERIORS INC—Type DGL or RX. 7.Gypsum Board*—Nom 5/8 in.thick,48 in.wide gypsum panels.When resilient channels(Item 6)are used,gypsum panels installed with long dimension perpendicular to resilient channels.Gypsum panels secured with 1 in.long Type S bugle head steel screws spaced 12 in.OC and located a min of 1/2 in.from side joints and 3 in.from end joints.When insulation(Items 5 or 5A)is applied over the resilient channel/gypsum panel ceiling membrane the screw spadng shall be reduced to 8 in.OC.End joirds secured to both resilient channels as shown in end joint detail When Steel Framing Members(Item 6A)are used, gypsum panels instated with long dimension perpendicular to cross tees with side joints centered along main runners and end joints centered along cross tees.Panels fastened to cross tees with 1 in.long Type$bugle- head screws spaced 8 in.OC in the field and along end joints.Panels fastened to main runners with 1 in. long Type S bugle-head screws spaced midway between cross tees.Screws along sides and ends of panels spaced 3/8 to 1/2 in.from board edge.End joints of panels shall be staggered with spadng between joints on adjacent panels not less than 2 ft OC. CANADIAN GYPSUM COMPANY---Types C, IP-X2,IPC-AR • UNITED STATES GYPSUM CO—Types C,IP-X2,IPC-AR • USG MEXICO S A DE C V—Types C,IP-X2,IPC-AR 8.Finishing System-(Not Shown)—Vinyl,dry or premixed joint compound,applied in two coats to joints and screw-heads.Nom 2 in.wide paper l joi .As antape i alternate,nom 3/32 in.thick veneer plaster may be applied to the n first entire surface of gypsumer of compound over iboardd.. *Bearing the UL Classification Mark Last Updated on 2006-01-03 Ouestions? Notice of Disclaimer Page Top http://database.ul.com/cgi bin/XYV/template/LISEXT/1FRAME/showpage.html?name=BX... 1/25/06 ProRocTM Board Products Selector Guide Page 1 of 2 tJ N UNITED STATES I CANADA I OUTSIDE NORTI ' ' ` xYou've selected BIM " 'a SITZ f.,�n,r- GrC,CLi,is r'__hr -J5erb-,:,'�.. r,,r=i. r,r..., to Gypsum Wallboard HOME:US:ENGLISH:GYPSUM WALLBOARD:ProRocTM Board Products Selector Guide eros' .. .. '.; • ` PrOROC Board Products Selector Guide - Standard ` ` - Products About BPS ProRoc®REGULAR -4,-',. ' 't--t' , t,Y ' Interior gypsum board with a solid set gypsum core enclosed in ivory-colored face paper and liner PRODUCT SPOTLIGHT: back paper. Used for interior walls and ceilings in standard residential or commercial applications. FOR WALLS: CORE THICKNESS WIDTH STANDARD EDGE ASTM SUBMITTAL/ MSDS SPECS 0 Gypsum Wallboard LENGTH DETAIL DATA SHT R GlasRoc®Brand Regular 1/4" 4' 8' Square C 36 El El (3 Sheathing 3/8" 54" 9' Rounded C 0 Finishing Products 1/2" 10' Tapered 1396 p 0 Acoustical Walls 5/8" 12' FOR CEILINGS: 0 Acoustical Ceilings ProRoc®TYPE X Interior gypsum board having a specially formulated core for use in fire-resistive,Type X designs. R Ceiling Suspension Used for interior walls and ceilings in residential and commercial applications requiring extended fire Systems resistance ratings.'Important Fire Safety Information FOR ANSWERS: CORE THICKNESS WIDTH STANDARD EDGE ASTM SUBMITTAL/ MSDS SPECS 1 Technical Services LENGTH DETAIL DATA SHT t Customer Service Type 5/8" 4' 8' Rounded C 36 &I &I M BPB= . X 54" 9' Tapered C 24/7 ORDER INFORMATION 10' 1396 12' Type -,V BP onnect x stisatioem roe C Interior gypsum boards consisting of a solid set,fire-resistive, core enclosed in ivory- 3ill colored face paper and a strong liner back paper. ProRoc®Type C board features a specially 4 formulated enhanced Type X core providing fire resistance ratings when used in tested assemblies. Used for interior walls and ceilings in residential and commercial applications requiring extended fire ASKresistance ratings.It can be used for new construction or renovations over wood or steel framing. CORE THICKNESS WIDTH STANDARD EDGE ASTM SUBMITTAL/ MSDS SPECS LENGTH DETAIL DATA SHT Improved 1/2" 4' 8' Rounde C* f E C Type X 5/8" 54" 9' ri Tapered 4 10' ' http://www.bpb-na.com/us/english/gypsum_wallboard/selector stp.php 10/19/2006 ProRocTM Board Products Selector Guide Page 2 of 2 12' Type X ProRoc®EVENWALLTm Interior gypsum board with a solid set gypsum core enclosed in ivory-colored face paper and liner back paper.Used for interior walls and ceilings in standard residential or commercial applications. CORE THICKNESS WIDTH STANDARD EDGE ASTM SUBMITTAL/ MSDS SPECS LENGTH DETAIL DATA SHT Regular 1/4" 4' 8' Evenwarm C 36 � 3/8" 54" 9' C 1/2" 10' (Rounded) 1396 specs 5/8" 12' Tapered ProRoc®EVENWALLTM' TYPE X Interior gypsum board having a specially formulated core for use in fire-resistive,Type X designs. Used for interior walls and ceilings in residential and commercial applications requiring extended fire resistance ratings.*Irrnartant Fn Safety Information CORE THICKNESS WIDTH STANDARD EDGE ASTM SUBMITTAL/ MSDS SPECS LENGTH DETAIL DATA SHT Type 5/8" 4' 8' Evenwallm C 36 la X 54" 9' (Rounded) C -- 10' Tapered 1396 t-zt't'to" 12' Type X NEWI Gypsum Board Summary Submittal Form in PDF Format FOR DISTRIBUTORS IN YOUR AREA,PLEASE CONTACT OUR CUSTOMER RESPONSE CENTER at 1-866 427-2872 or email crc@bpb-na.com HOME I P.O.TERMS&CONDITIONS I TERMS&CONDITIONS OF SALE I CONTACT US I CAREERS I LEGAL I SITE MAP I PARENT COMPANY For more information,call our Customer Response Center toll free at 1-866-427-2872 from 8 am-6 pm EST or email us at crc@bpb- na.com Portions of this site require these fine products: �Cr.1.11''l4 I Can^1.1GfG^1C4:S .; fteader. I FLASH I PLAYER http://www.bpb-na.com/us/english/gypsum_wallboard/selector stp.php 10/19/2006