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Specifications Precision JAL,; �• :__;.: ---- ... =_=== ==r Structural ';;� M, Engineering, Inc. lifttffED ST RUCTURAL SEP 82014 CITY OFTIGARD ENGINEERING BUILDING DIVISION CALCULATIONS PROJECT: Summerlake Park Restroom 18464 PROJECT LOCATION: Lakeview Terr. & Shoreline P1. Tigard, OR 97223 PSE PROJECT NUMBER: Romtec 214-15 DATE: March 18, 2014 r• C r I .% • 0f . r BY: Nabil Taha, Ph.D., P.E. O REGON 1 tS, qq tet 250-A Main Street E-Mail: info @structurel.com ph. (541)850-6300 Klamath Falls, OR. 97601 Web:www.structurel.com fax(541)850-6233 2010 OREGON STRUCTURAL SPECIALTY CODE (OSSC) BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS (EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES) (Reproduce the following data on the building plans sheet 1 or 2) Name of Project:Sumnmerlake Park Restroom 18464 Address:Lakeview Terrace&Shoreline Place.Tigard.OR Zip Code:97223 Proposed Use:Toilet Room Owner/Authorized Agent: Phone# E-Mail: Owned By: ❑ City/County ❑ Private ❑ State Code Enforcement Jurisdiction: ❑ City _❑ County ❑ State LEAD DESIGN PROFESSIONAL: Precision Structural Engineering DESIGNER FIRM NAME LICENSE# TELEPHONE# E-MAIL Architectural Civil L J Electrical Fire Alarm ( J Plumbing (_ J Mechanical �) Sprinkler-Standpipe { —) Structural Retaining Walls>5'High Other ( 2011 EDITION OF OBC CODE FOR: ®New Construction ❑Addition ❑Upfit EXISTING: ❑Reconstruction ❑Alteration ❑Repair CONSTRUCTED ORIGINAL USE M RENOVATED CURRENT USE A-3 BUILDING DATA Construction Type: 0 I-A ❑ II-A ❑11I-A ❑IV ❑V-A ❑I-n ❑ II-B ❑III-13 ®V-B Mixed construction: ®No ❑Yes Types Sprinklers: ®No ❑Partial❑Yes ❑NFPA 13 ❑NFPA 13R ❑NFPA 13D Standpipes: ®No ❑Yes Class 0 1 ❑II ❑III ❑Wet ❑Dry Fire District: ❑No ❑Yes Flood Hazard Area: ❑No ❑Yes Building Height: Feet 11 Number of Stories 1 Mezzanine: ®No ❑Yes Gross Building Area: FLOOR EXISTING (SQ FT) NEW(SQ FT) SUB-TOTAL 6th Floor 5th Floor 4th Floor 3td Floor 2nd Floor Mezzanine Pt Floor 20328 20328 Basement TOTAL 2037? 1 - - ALLOWABLE AREA Primary Occupancy: Assembly ❑A-1 ❑A-2 ❑A-3 []A-4 ❑A-5 ❑Business ❑Educational Factory ❑F-1 Moderate Hazardous ❑ ❑F-2 Low H-1 Detonate ❑ H-2 Deflagrate ❑H-3 Combust ❑H-4 Health ❑H-5 HPM Institutional ❑I-1 ❑1-2 ❑ I-3 ❑ 1-4 1-3 Condition ❑ 1 ❑2 ❑3 ❑4 ❑ 5 ❑ Mercantile Residential ❑R-1 ❑R-2 ❑R-3 Storage ❑ ❑R-4 S-1 Moderate ❑ S-2 Low ❑High-piled ®Utility and Miscellaneous ❑Parking Garage 0 Open ❑Enclosed ❑Repair Garage Secondary Occupancy: None Special Uses: N/A 0'402 ❑403 ❑404 ❑405 ❑406 ❑407 ❑408 ❑409 ❑410 ❑411 ❑412 ❑413 ❑414 ❑415 ❑416 ❑417 ❑418 ❑419 ❑420 0 421 0 422 ❑423 Special Provisions: N/A ❑ 509.2 ❑ 509.3 ❑ 509.4 ❑ 509.5 ❑ 509.6 ❑509.7 ❑509.8 Mixed Occupancy: ® No ❑ Yes/Separation: Exception: ❑Incidental Use Separation (508.2) This separation is not exempt as a Non-Separated Use(see exceptions). ❑Non-Separated Use (508.3.2) The required type of construction for the building shall be determined by applying the height and area limitations for each of the applicable occupancies to the entire building. The most restrictive type of construction,so determined,shall apply to the entire building. ❑Separated Use (508.3.3) - See below for area calculations For each story,the area of the occupancy shall be such that the sum of the ratios of the actual floor area of each use divided by the allowable floor area for each use shall not exceed 1. Actual Area of Occupancy A + Actual Area of Occupancy B < I Allowable Area of Occupancy A Allowable Area of Occupancy B + + _ < 1.00 sIORY No. DESCRIPTION (A) e Ami USE AREA TA13L -5033 AREA 1rOR {AREA FOR k 'ABLE MAXIMUM I'ERSioRY- AREA FRON1.6.95 I SP WJuR Vic: ;y r Uhbnr\G (ACTUAL) R3GREASt;�' `•. .,IhCREASE3 "'EII ' �T 4 �1Ttt,1MITE>� . t,nnrA. 1st Toilet 2032ft _5,S00211 N/R N/R N/R 5,500'ft I Frontage area increases from Section 506.2 are computed thus: a. Perimeter which fronts a public way or open space having 20 feet minimum width= (F) b. Total Building Perimeter = (P) c. Ratio(F/P) = (F/P) d. W=Minimum width of public way = (W) e. Percent of frontage increase Ir= 100[F/P-0.25]x W/30 = (%) 2 The sprinkler increase per Section 506.3 is as follows: a. Multi-story building I,=200 percent b. Single story building I,=300 percent 3 Unlimited area applicable under conditions of Sections Group B,F,M,S,A-3,A-4(507); Group A motion picture(507.10);covered mall buildings(402.6);and H-2 aircraft paint hangers(507.8). Maximum Building Area=total number of stories in the building x E(506.4). s The maximum area of open parking garages must comply with Table 406.3.5. The maximum area of air traffic control towers must comply with Table 412.1.2. ALLOWABLE HEIGHT A1. (}�liltBl.B Iitclta�s yFOR srltirticr its ;;;-4kgiy_41:50.1_1triymii Type of Construction V-B Type:VaB Table 601.1 Building Height in Feet Feet 40' Feet=H+20'= N/R Feet 12' 504.2 Building Height in Stories Stories 1 Stories+1 N/R Stories 1 504.2 FIRE PROTECTION REQUIREMENTS gllLt PIl G ELEM 'L P1R� ItA1711G r ° r�1RS1 ` F A 4�► } = D$ G$H REQA (;/ 401607 *1tYA FOR 7 . S1It3$T1Y 1L1'Itiri to_getRWION RX'11gE� +ra IeEDU4I'IbX)e Structural Frame, including columns,girders, 30' 0' trusses Bearing Walls 30' 0' Exterior North East West South Interior Nonbearing Walls and 30' 0' Partitions Exterior walls North East West South Interior walls and partitions Floor Construction N/A Including supporting beams and joists Roof Construction N/A Including supporting beams and joists Shaft Enclosures-Exit Shaft Enclosures-Other Corridor Separation `N/A Occupancy Separation Party/Fire 1Vall Separation Smoke Barrier Separation Tenant Separation Incidental Use Separation IF r *Indicate section number permitting reduction LIFE SAFETY SYSTEM REQUIREMENTS Emergency Lighting: ® No ❑ Yes Exit Signs: ® No ❑ Yes Fire Alarm: ® No ❑ Yes • Smoke Detection Systems: ® No ❑ Yes ❑ Partial Panic Hardware: ® No ❑ Yes NUMBER AND ARRANGEMENT OF EXITS ft git ttioi10R \IIN1M1J 1a:r-. TRAVEL Dist`ANCI I AR12A1i0B Il}y' "`_ ;SPACE DESIGNATION NUMBER OR EXITS ECttd ol 'ltd 0lo ,n7 R @QIrIRED SI1O14,�i AI.Ltj1VAHt,1�TRA\' L AI R y,4w,r� 174 • +try DISTANCE I: D181 Y� D �' �p "Y'-(`.�"5 �'�'4 i'tr '-- - (TABLE 101 6 1 = s ' �"=E b` 1 n>rnva>�r� sy"oei�or SHOWN ON EXIT I1n0AS PLANS N/A PLANS I Corridor dead ends(Section 1017.3) 2 Buildings with single exits(Table 1019.2),Spaces with one means of egress(Table 1015.1) Conunon Path of Travel(Section 1014.3) EXIT WIDTH usE GROOP `• OR SPACE L (a) (II) (c) }XII'1}in1 lI III t3.J,\6 \ItEAI AREA CAI L: 11..1 i;D DP,S�I21P� Q\ 1(RI SS\1,113111 ItrQU1Rt.0 WW1 ll CI UAL\i tU i 11 S1IU15I\' - I '�„ � taS r ; 1 LII: ()C(i;P,11ST � �, PER(1(I I INI (sI.cI ION 1005 1) I I I UPi i I01D (IAIII.I: IOO5.1): U51�'�A�S`�e i 1 r Ii) b I Y. _STAIR LE\IIL Si'AII I F,1 EL ST11R :'-� N/A • I See Table 1004.1.1 to determine whether net or gross area is applicable. See definition"Area,Gross"and"Area, Net"(Section 1002) 2 Minimum stairway width(Section 1009.1);min.corridor width(Section 1017.2);min.door width(Section 1008.1) _ 3 Minimum width of exit passageway(Section 1021.2) 4 See Section I004.5 for converging exits S The loss of one means of egress shall not reduce the available capacity to less than 50 percent of the total required (Section 1005.1) 6 Assembly occupancies(Section 1025) Precision Structural Engineering, Inc. Table of Contents: Subject: Page: 1- References / Software: 10-19 2- Design Criteria: 20-29 3- Roof Framing Analysis & Design: 1,000 — 1,999 4- First Floor Framing / Foundation Analysis & Design: 2,000 — 2,999 5- Lateral Analysis & Design: 3,000 -- 3,999 250-A Main Street E-Mail: info @structurel.com ph.(541)850-6300 Klamath Falls,OR.97601 Web:www.structwel.com fax(541)850-6233 i :;,,. . Precision /0 Structural � _ ' :� r _::. Engineering, Inc. References: 1- Literature: a. 2010 Oregon Structural Specialty Code, (OSSC) based on the 2009 International Building Code (IBC). b. Design of Wood Structures, Donald E. Breyer 4th ED. c. Masonry Designers' Guide, TMC 5th Edition 2- Software: a. RISA 3D Version 12.0, RISA Technologies b. RISA Foot Version 4.0, RISA Technologies c. Wood Works Design Office Version 10.0, American Forest & Paper Association 250-A Main Street E-Mail;info@structurel.com ph. (541)850-6300 Klamath Falls,OR.97601 Web:www.structutel.com fax(541)850-6233 f"� Precision 2 D Structural r Via' ;;,r Engineering Inc. ,r t .rte z:'ti Design Criteria: 1- Location: Lakeview Terr. & Shoreline Pl. Tigard, OR 97223 (Lat. 45°26' 13" Long. 122° 48' 27") 2- Seismic: OC ii SDC . D Site Class D Sms 1.048 Sm1 0.582 SDS 0.699 SDI 0.388 IE 1.0 R 5 3- Wind: Basic wind speed 95 mph (3s.gust) Exposure B Iw 1.0 4- Roof Live Load: 20 psf • 4- Snow Load: 25 psf (ground) 25 psf (flat roof) 5- Soil Bearing Capacity: 1500 psf (assumed) 6- Gravity Loads: DL Floor: 15 psf LL Floor: 40 psf DL Roof: 10 psf Exterior Walls: 81 psf 7- Deflection Criteria: Floor LL Deflection: L/480 Roof TL Deflection: L/180 **Other criteria assumed as stated in design calculations. 250-A Main Street E-Mail: infot structurel.com ph.(541)850-6300 Klamath Falls,OR.97601 Web:www.structuiel.com fax(541)850-6233 , .i,... ...i.: % '" , ...„..-11. ti,it.';74ki.,•,-; ,-,.„....._,..,. al, i tf, .;.%,.13 '.„ ,t; • ,i,"1 , •• s-'--i`-_ ,, ,1.1 .2Z. , 9 ' 1.7 9-. •J''IA'tlf: -1..!'"I' .''.'-'.4 7-i :4‘‘.1 :t% ,''.';'."1,..: . ,71-1 9"6;..1 ,--'•'_._-7 '' •,,; .: 9, 3.114,=...A.'litilliV$-..;:-%ttj • '-:.ei: ".i.;: ''' ‘‘.' 1'•,i,104J- .???Itili,Sol''' ••■••1'. iflatkr i'll,"."4.314" ,,,t,•• • , ,_"'S. -...r. 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Occupancy Category I/II/III , Le #1i , ��_ Aloha z �_ ` . �� •�-r-,;t:�;�r„� a , :..•_ •_.•• g �, ouvorton,!L -4.$1.„.- ucs,,- - ' . 4:-4 it d i Holn'•e htt otd =i �' `.'- ''';.+1.,.......1:-:! ,9 41061 Y PPFS rte'-' _ �1 L;�. .e._ - : iI ci.,:.P i 11 _-04._ , .!,k_..,Auk.. ,s. - _. _ _ •ter:- i tii:i�t; t-'- • - _ -- - .- -- •Kist f¢ �;,/,:-`<-�k=.•iv 1. �' •-a, _ ''� i1 _ i.. -••=111,_. 11 ii A•.:j '4:i.,7:.__•..:!:•':.:_.: IBC SEISMIC DESIGN • EQUIVALENT LATERAL FORCE PROCEDURE JOB NUMBER Romtec 214-15 Design Information • DESIGNER RMH S1= 0.337 Seismic Design Parameters(Software) SMS: Max considered spectral Seismic Design Parameters(Software) response acceleration for short Says= 1,048 g ( periods • SMi= 0.6 Seismic Design Parameters(Software) S ;Max considered spectral response acceleration for IE 1.0 ASCE 7-05 Table 11.5-1 - 1-second period C ateg r� 2 IBC Table 1604.5 IE Seismic Importance factor R 5 ASCE 7-05 Table 12.2-1 R:Response modification factor h„ 12 Height per ASCE 7-05 C� 0.02 'ASCE 7-05 Table 12.8-2 1) Design spectral response acceleration Sips:5%Damped spectral response acceleration at short periods S01:5%Damped spectral response acceleration at 1 second period Sps=2/3(Sms) Sos= 2/3 X 1.048 Sps= 0.699 [IBC Eq. 16-39] Spr=2/3(Smt) Spr= 2/3 X 0.582 S01= 0.388 [IBC Eq. 16-40] 2)Seismic design category From Table IBC 1613.5.6(1) D Governing Design D From Table IBC 1613.5.6(2) D Category 3) Determine design base shear(V) Equivalent Force Procedure C.:Seismic Response Coefficient [ASCE 7-05, 12.8.1] V=CS x W W:Total dead load and other applicable loads A. [ASCE 7-05,12.8.1.1, Eq. 12.8-2] Cs= R o/sI Cs= 0.699 1.0 Cs= 0.140 B. Nor greater than Cs_ T(R SDI/I)- [ASCE 7.05, 12.8.1.1,Eq. 12.8-3] T=Ta=C,(h„") [ASCE 7-05, 12.8.2.1,Eq. 12.8-7] Cs 0.388 X 1 T.:Approximate Fundamental Period 0.129 X 5 0 7 Cs= 0.602 T= 0.020 X12 T= 0.129 C. Nor less than [ASCE 7-05, 12.8.1.1,Eq.12.8.5] Cs= 0.044(Sim)(I) Cs=0.044 X 0.699 X1 Cs= 0.0307 Governing Cs = . 0.140 V=Cs x W V=0.14 X W Refer to sheet two for W and Calculated V 1 OF 3 • 2 IBC SEISMIC DESIGN y ' VERTICLE FORCF DISTRIBUTION EQUIVALENT LATERAL FORCE PROCEDURE JOB NUMBER Romtec 214-15 DESIGNER RMH 1.Determine dead load at each level of building. I Structural portion i DL(PSF) I Area(SF) , Length(FT) Height(FT) Total Weight(18) a)Roof Diaphram elevation from the base level in ft 8 fir' af = Roof 10 257 NA � � ` NA 2570 Misc. 0 0 0 0 0 Misc.ALBS) 0 NA _ NA NA 0 c)5th floor Diaphram elevation from the base level in ft .__ y Ext.Walls 15 NA . __ 0 0 - `J;:so. :L«_,..,'c Int Walls 10 NA 0 0 0 Floor 15 0 NA NA 0 Misc. 0 0 0 0 0 Miser(LBS) , 0 NA NA NA 0 d)4th floor Diaphram elevation from the base level in ft 0 ;„K._ y `rrti, Ext.Walls 16 NA 0 0 0 Int.Walls 10 NA 0 0 0 Floor 15 0 NA NA 0 Misc. 0 0 0 0 0 Misc. LBS 0 NA NA NA 0 0)3rd floor Diaphram elevation from the base level In ft 0 , , c-1 , $ ,.�„ Ext.Walls 15 NA 0 0 0 Int.Walls 10 NA 0 0 0 Floor 15 0 NA NA 0 Misc. 0 0 0 0 0 Misc.(LBS) 0 NA NA NA 0 1 f)2nd floor Dia.hram elevation from the base level In ft Ext.Walls 0 NA 0 1 O<.... . Int.Walls 0 NA 0 0 0 - Floor 0 0 NA NA 0 Misc. 0 0 0 o 0 Misc. CBS) 0 NA NA NA 0 g)1st floor Ext.Walls 81 NA 81 4 26244 Int.Walls 0 NA 0 0 0 Misc. 0 a 0 0 0 TOTAL DEAD LOAD(LB)_ ' 28814 1 2)Determine verticle force distribution at each level ASCE 7-02 9.5.5.4 pg.148 F„=Cxxx V ASCE 7-02 Eq.9.5.5.4-1 w,x 4 r r C,.x ASCE 7-02 Eq.9.5.5.4-2 E wrhr x Fx:Lateral seismic force at any level V:Seismic base shear(Kips) wx&wr :The portion of the total gravity load of the structure(W)located or assigned to level I or x hr&hx: The height(ft)from the base to level i orx diaphram. k: An exponent related to the structures period(T)as follows; T<0.5 sec k =1 T>2.5 seek=2 0.5<T<2.6 Interpolate between 1&2 Refer to sheet one for V kl.s T= 0.1289 V0.14 XW V=0.14 X 28814 V= 4.026 k= 1 Level(floor) W Wall Height Diaphram t Allowable (ft) Height(Ft) r(MPs) W;h: C„ Fx(kips) Fx(kips) Roof 5 8 2.570 21 L000 4.03 2.88 5 0 0 0.000 0 0.000 0 _ 0.00_ _ 4 0 0 0.000 0 0.000 0 0.00 3 0 0 0.000 0 0.000 0 0.00 2 4 0 13.122 0 0.000 _ 0.00 0.00 • 15.892 21 1.000 4.03 2.9 Note: The Total Shear shown in the right hand column is an"allowable"load. 2 OF 3 25 MecaWind Pro v2 . 2 . 4 . 7 per ASCE 7-05 Developed by MECA Enterprises, Inc. Copyright www.mecaenterpriees.con Date : 3/17/2014 Project No. : JobNo Company Name : True Designed By : Engineer Address : Address Description : Description • City : City Customer Name : Customer State : State Proj Location : Location File Location: C:\Users\ralphh\AppData\Roaming\MecaMind\Default.wnd Input Parameters: Detailed Wind Load Design (Method 2) per ASCE 7-05 Basic Wind Speed(V) 95.00 mph Structure Type - BUILDING Structural Category - II Exposure Category - C Natural Frequency N/A Flexible Structure No Importance Factor - 1.00 Kd Directional Factor - 0.85 Alpha - 9.50 Zg = 900.00 ft At - 0.11 Bt 1.00 Am . 0.15 Bn - 0.65 Cu - 0.20 1 500.00 ft Epsilon - 0.20 2min 15.00 ft Slope of Roof . 5.4 : 12 Slope of Roof(Theta) - 24.23 Deg Ht: Mean Roof Ht ■ 9.80 ft Type of Roof . GABLED RHt: Ridge Ht - 11.60 ft Bht: Rave Height - 8.00 ft OH: Roof Overhang at Save- 1.00 ft Overhead Type ■ Overhang Bldg Length Along Ridge - 12.67 ft Bldg Width Across Ridge- 16.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Guatl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 - 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht - 15.00 ft lzm: Cc*(33/2m)"0.167 0.23 Lzm: 1*(Zm/33)"Epsilon - 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)"0.63))"0.5 0.95 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*1zm)) - 0.90 Gust Factor Summary Not a Flexible Structure use the Lessor of Guatl or Guat2 - 0.85 Figure 6-5 Internal Pressure Coefficients for Buildings, GCpi GCP1 : Internal Pressure Coefficient - +/-0.18 Wind Pressure Main Wind Force Resisting System (HWFRS) - Ref Fig 6-6, Method 2 �.. <i •- I I I 111 IN z IN IN I . III IN I IN k 44 B [l Kh: 2.01*(Ht/Zg)4(2/Alpha) - 0.85 2.6 Xht: Topographic Factor (Figure 6-4) . 1.00 Qh: .00256*(V)A2*I*Kh*Kht*Kd 16.67 pef Cpww: Windward Wall Cp(Ref Fig 6-6) - 0.80 Roof Area 222.30 ft^2 Reduction Factor based on Roof Area - 0.92 MFRS-Wall Pressures for Wind Normal to 12.67 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of 1 Wall Cp Pressure Pressure +QCpi Cps!) -GCpi (psf) Leeward Wall -0.45 -9.34 -3.34 Side Walls -0.70 -12.92 -6.92 Wall Kiev Ks Kst Cp qs Press Press Total ft psf +GCpi -OCpi +/-GCpi Windward 8.00 0.85 1,00 0.80 16.67 8.34 14.34 gur Roof Location Cp Pressure Pressure +OCpi(psf)-OCpi(psf) Windward - Min Cp -0.36 -8.10 - 10 Windward - Max cp. 0.22 -1.30 4.70 Leeward Norm to Ridge -0.60 -11.50 -5.50 /Cl, d, Overhang Top (Windward) -0.36 -5.10 -5.10 Overhang Top (Leeward) -0.60 -8.50 -8.50 Overhang Bottom Side (Windward only) 0.80 11.34 11.34 Notes - Normal to Ridge Note (1) Per Fig 6-6 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Note (2) Wall & Roof Pressures = Qh*(O*Cp - GCP1) Note (3) +GCpi . Positive Internal Bldg Press, -GCP1 . Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCP1) Note (5) Ref Fig 6-6, Normal to Ridge (Theta>•10), Theta- 24.2 Deg, h/1r 0.77 Note (6) No internal pressure considered (ceps ., 0) for Overhang Note (7) Overhang bottom based upon windward wall Cp and GCpi . 0. Note (8) X. Along Building ridge, Y . Normal to Building Ridge, z - Vertical Note (9) MIN - Minimum pressures on Walls = 10 psf and Roof - 10 pef Note (10) Area' - Area of the surface projected onto a vertical plane normal to wind. MWFRS-Wall Pressures for Wind Normal to 16 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of 1 Wall Cp Pressure Pressure 4GCpi (pef) -GCpi (psf) Leeward Wall -0.50 -10.09 -4.08 Side Walls -0.70 -12.92 -6.92 Wall flee Ks Kat Cp qs Press Press Total ft pat +GCpi -CCpi +/-GCpi. Windward 11.60 0.85 1.00 0.80 16.67 8.34 14.34 18.42 Windward 8.00 0.85 1.00 0.80 16.67 8.34 14.34 18.42 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) Roof: 0.0 ft to 4.9 ft -1.06 -18.03 -12.03 Roof: 4.9 ft to 9.8 ft -0.79 -14.20 -8.20 Roof: 9.8 ft to 12.7 ft -0.61 -11.64 -5.63 OH Top : 0.0 ft to 4.9 ft -1.06 -21.03 -21.03 OH Top : 4.9 ft to 9.8 ft -0.79 -17.20 -17.20 OH Top : 9.8 ft to 12.7 ft -0.61 -14.64 -14.64 Notes - Along Ridge Note (1) OH a Overhang, no internal pressure considered for Overhang (GCpi-o) Note (2) Ref Fig 6-6, Parallel to Ridge (A11), h/1. 0.77 Note (3) X. Along Building ridge, Y . Normal to Building Ridge, 2 - Vertical Note (4) MIN . 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Precision ;at ' Structural �� _ '1 Engineering, Inc. ROOF FRAMING ANALYSIS & DESIGN: Pages 1 ,000 - 1 ,999 250-A Main Street E-Mail:info@structurel.com ph. (541)850-6300 Klamath Falls,OR.97601 Web:www.structutel.com fax(541)850-6233 Predsion Stnrdural Engineering,Inc. Medford Office 250 Main Street,Suite A•Klamath Fells,OR 87801 836 Meson Way(off Sage Road)•Medford,OR 97501 • Tel(541)85043300•FAX(511)850 6233 Tel(541)658-0300 `3� '. • www.slucture1.com•Email:Info®structure1.com jrii:';.' } ' PROJECT NO foal te-� ,Q/4/ /S„ /00° .:r� -z3rL : �, ( PROJECT NAME$'mnie/k/ce- RaslL/o.e) DESIGNED BY R if DATE - SUBJECT Ru9P- /8116t1 _ CHECKED BY DATE l�ocr-t .0k� kiln,' I -. I\ HDL - Id {ps ._ f , •,,i, .4/ i - Rai- l3ec, .>'? DL - I P-c- i S,L' 2E i).§-1- - ../r 1 Li e't • - UsE LS 6 6/ -L4,11 2 ii F-- ), E -_ _ . . • . -• • • tan L COMPANY PROJECT i WoodWorks® . SO►fW1N WO WOOD MJIGV Mar. 17,2014 10:48 Roof Decking Design Check Calculation Sheet WoodWorks Sizer 10.0 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Loadl Dead Full Area 10.00 (6.0)* psf Load2 Snow Full Area 25.00 (6.0)* psf Self-weight Dead Full UDL 2.0 plf *Tributary Width (in) Maximum Reactions (Ibs), Bearing Capacities (Ibs) and Bearing Lengths (in) : ___________________i _ _ 8'-5.2" _J—= _— �f __ter __r ______ll 0' 7'-5.5" _ Unfactored: Dead 29 29 Snow 47 47 Factored: Total 75 75 Bearing: F'theta 700 700 Capacity Joist 1924 1924 Supports 1836 1836 Anal/Des • Joist 0.04 0.04 Support 0.04 0.04 Load comb #2 #2 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.07 1.07 Fop sup 625 625 *Minimum bearing length setting used: 1/2"for end supports ' Lumber-soft, D.Fir-L, No.2, 2x6 (1-1/2"x5-112") Supports:AU-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 6.0"c/c;Total length:8'-5.2"; Pitch:5.4/12; Lateral support:top=full, bottom=full;Oblique angle: 90.0 deg; Repetitive factor: applied where permitted (refer to online help); • 0o2 j WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Roof Decking WoodWorks®Sizer 10.0 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in)using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear x-x fv = 0 Fv' = 207 fv/Fv' = 0.00 y-y fv = 12 Fv' = 207 fv/Fv' = 0.06 Bending(+) x-x fb = 0 Fb' = 1547 fb/Fb' = 0.00 y-y fb = 814 Fb' = 1779 fb/Fb' = 0.46 Live Defl'n 0.42 - L/232 0.55 = L/180 0.78 Total Defl'n 0.81 = L/121 0.82 = L/120 0.99 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fvy' 180 1.15 1.00 1.00 1.00 1.00 - 2 Fby' 900 1.15 1.00 1.00 1.000 1.300 1.15 1.15 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 68, V design a 66 lbs Bending(+) : LC #2 = D+S, M = 140 lbs-ft Deflection: LC #2 = D+S (live) LC #2 = D+S (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 33e06 lb-in2 EIy = 2e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow..) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1.WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012), the National Design Specification (NDS 2012),and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. SLOPED BEAMS: level bearing is required for all sloped beams. /oo,2 COMPANY PROJECT i 4111. WoodWorks® SOFTW4*F FOR SWUM OtLCV Mar. 17, 2014 10:49 Roof Beam Design Check Calculation Sheet WoodWorks Sizer 10.0 Loads: Load Type Distribution Pat- Location (ft] Magnitude Unit tern Start End Start End Loads Dead Full Area 10.00 (7.50) * psf Load2 Snow Full Area 25.00 (7.50)* psf Self-weight Dead Full UDL 6.0 plf *Tributary Width (ft) Maximum Reactions (Ibs), Bearing Capacities (Ibs) and Bearing Lengths (in) : 0' 4'-0.5" Unfactored: Dead 165 165 Snow 383 383 Factored: Total 548 548 Bearing: Capacity Beam 1281 1281 Supports 1719 Anal/Des 1719 Beam 0.43 0.43 Support 0.32 0.32 Load comb #2 #2 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.07 1.07 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for end supports Glulam-Unbal.,West Species, 24F-1.7E WS, 5-1/8"x6" 4 laminations,5-1/8"maximum width, Supports:All-Timber-soft Beam, D.Fir-L No.2 • Total length:4'-1.0"; Lateral support:top=full, bottom=at supports; , WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Roof Beam WoodWorkse Sizer 10.0 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in)using NDS 2012: - Criterion Analysis Value Design Value Analysis/Design Shear £v = 20 Fv' = 241 fv/Fv' = 0.08 Bending(+) fb = 214 Fb' = 2760 fb/Fb' = 0.08 Live Defl'n 0.01 = <L/999 0.27 = L/180 0.03 Total Defl'n 0.01 = <L/999 0.40 = L/120 0.03 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CV Cfu Cr Cfrt Notes Cn*Cvr LC# Fv' 210 1.15 1.00 1.00 - 1.00 1.00 1.00 2 Fb'+ 2400 1.15 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 2 Fcp' 500 - 1.00 1.00 - - - - 1.00 - E' 1.7 million 1.00 1.00 - - - - 1.00 - - 2 Eminy' 0.69 million 1.00 1.00 - - - - 1.00 - - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 543, V design = 403 lbs Bending(+) : LC #2 = D+S, M = 548 lbs-ft Deflection: LC #2 = D+S (live) LC #2 = D+S (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 157e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Design Notes: 1. Wood Works analysis and design are in accordance with the ICC International Building Code(IBC 2012), the National Design Specification (NDS 2012),and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Glulam design values are for materials conforming to ANSI 117-2010 and manufactured in accordance with ANSI A190.1-2007 4. GLULAM: bxd =actual breadth x actual depth. 5. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 6. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). Precision tro kz 2 y am Structural = `::° r; :... Engineering, Inc FIRST FLOOR FRAMING / FOUNDATION ANALYSIS & DESIGN: Pages 2,000 - 2,999 • • 250-A Main Street E-Mail: info astructurel.com ph.(541)850-6300 Klamath Falls,OR.97601 Web:www.structurel.com fax(541)850-6233 Prods Ion Structural Engineering,Inc. Medford Office ' 250 Main Street,Suite A•Klamath Falls,OR 97601 636 Mason Way(off Sage Road)•Medford,OR 87501 • -''.-P1-';'•- .:::::L.; 1.1(541)6504360•FAX(541)650-6233 Tel(541)658-8500 /• • vAvmstructure1.corn•Ernst Infoestructuretcom 4:.:727A.rtcY;;iFTES1:"L: ')' -;-'. -. .Pi. ROJECT NO. IRoariec 9siti—ir— SHEET 1000 OF dE:7Zr.-i-,,.:..'. .,,,,,s‘..----:-- ,ff-64-F :,.s, ( PROJECT NAME Se 1 malt IA ke- R en DESIGNED BY 12,-11 DATE - SUBJECT -rtoof /06.(f CHECKED BY DATE • -1-- /V A„ , , ik_s on(N 13.ca.ri nj 1/1/ 1/ 1 .:;r N ' .. _.. — -- _ 1 . . o47 8 L : ps x V, 36 p IT s,l_- 2S p4.-P .( g _ . :.. 260 pl:R- _ > --? . L .; A-ej . 3c.)11 : 1 .4. ! . . i . W L 7- ig.li ,r.s-P I . -- i . ft , II cvna t,,-/. H (I , 4 bAr e 32 0. r. . .• __ . • . ( i _ _ .Cord)n vod_s. WA// fvo-bz, ' _ _ _ _DL ---- /0 p.s-P ›- g - -4, 8O il i-p . r ._. _ S L 2.S'es_P . 6 pi 200 p/-2 . V11.11 PL:- al es- k 11.3 if, = 916 p/-Is ._ . -:- It -if - - OS E I S % k 8 A F;04-111 . w/ 3 _ • , . _ . _ ,., • - _ _ _ ( I _ - , . • • • _ _. __ __. __ •- - . - .-- . • -- - - - _ • 1 i , • •_ __ •• - . i i_.. ... _ ._ .. _. • ... ._ _ .. _. - I 1 I I _� 2001I f y ?� PROJECT: Summerlake Park Restroom 18464 ' PAGE 3; +1- --, s CLIENT: Romtec •� 1, `: DESIGN BY RMH .,i JOB NO. : Romtec214-16 DATE REVIEW BY. , INPUT DATA& DESIGN SUMMARY t SPECIAL INSPECTION(0=NO,1=YES) .1 'Yes eP g _ TYPE OF MASONRY(1=CMU,2=BRICK) i .j CMU t , L MASONRY STRENGTH fm = 1.5 ikat v' t v� w, (p(/n REBAR YIELD STRESS ty ) Shear Moment -".:60 i ksi ALLOWABLE INCREASING 7(IBCICBC 1805.3.2) Yes _. SERVICE GRAVITY LOAD P = 280 `Ibs/ft SERVICE LATERAL LOAD w1 = 19.4 plf/ft SERVICE PARAPET LOAD w2 = 0 '.:�plf/ft THICKNESS OF WALL t = 6 '.`;i in hi PARAPET HEIGHT hp = 0 , ft WALL HEIGHT h — 1133`'ft wi (pit/tt) Sheor Moment ECCENTRICITY e = ' 0 ,in WALL VERT.REINF.(Ar,) '1 . # 4 1 @ 32 ` in o.c.(at middle) [THE WALL DESIGN IS ADEQUATE.] ANALYSIS REINF.AREA AT EACH SIDE AS = 0.08 In2 MODULAR RATIO n = 21.48 EFFECTIVE DEPTH(ACI, 1.13.3.5) d = 2.82 in s REINFORCEMENT RATIO p = 0.0022 WIDTH OF SECTION law = 12.00 In ALLOWABLE STRESS FACTOR SF = 1.333 EFFECTIVE THICKNESS 4 = 5.63 In THE NEUTRAL AXIS DEPTH FACTOR IS MASONRY ELASTICITY MODULUS Em = 1350 ksi j2pn 2 STEEL ELASTICITY MODULUS E, = 29000 ksi k_– +('Y1) ^pn = 0.26482 THE ALLOWABLE STRESS DUE TO FLEXURE IS THE ALLOWABLE REINF.STRESS DUE TO FLEXURE IS , Fe =(SF){0.33 f,,,)= 660 psi Fs=(1.33 or 1.0)(24000 or 20000)= 32000 psi THE DISTANCE FROM BOTTOM TO M IS THE GOVERNING MOMENTS AND AXIAL FORCES ARE (h÷hp) Pe 1.05 wt 2 2 l 2 S=h+hP- -— = 5.7 ft Mt=21072[Pe+ 2 (h –hp)] = 327 ft-lbs/ft 2h hlvt Pt=P+(wall weight) = 648 lbs/ft THE GOVERNING SHEAR FORCES ARE 1y2h2 — ( (h+h p) lilt Pe M2= 2 - 0 ft-ibs/ft VI-=(h+hp)wi – 2h + It 110 Ibs/ft, p2=P+(wall weight) = 280 Ibs/ft V2=hit,'—V t = 110 lbs/ft THE GOVERNING SHEAR STRESS IN MASONRY IS V3—hpw2 = 0 ibalR MAX(YI , V2 , V3) _ fro= — 1.83 psi tfbw - DETERMINE THE REGION FOR FLEXURE AND AXIAL LOAD(MDG Tab 12.2.1,Fig 12.2-12&13,page 12-25).te Pd 6d Pd (2d —3) M o 1 Pd ( t2d 3) 1.Wall is In compression and not cracked. 2.Wall is cracked but steel Is in compression. 3.Wall is cracked and steel is In tension. REGION 3 APPLICABLE FOR(M1,P1 REGION 1 APPLICABLE FOR(M2,P2) • 2ao2_ (cont'd) CHECK REGION 1 CAPACITY bwt2 t� 3436 ft-lbs/ft > M1 [Not applicable] e Min Fb P 6 6 = 3465 ft-lbs/ft > M2 [Satisfactory] CHECK REGION 2 CAPACITY t 2p2 149 ft-lbs/ft c Mi [Not applicable] mn, 2 3b wFb 65 ft-Ibs I ft > M2 (Not applicable) CHECK REGION 3 CAPACITY(The moment maybe limited by either the masonry compression or steel tension, MDG page 12-25). M,,,= Zb„kdFb(d—k3 —P�d—z AsFs d_k3 +P l (2 3 J 631 ft-lbs/ft > Mt [Satisfactory] 573 ft-lbs/ft > M2 [Not applicable] THE ALLOWABLE SHEAR STRESS IS GIVEN BY F,._(SF)MIN 1 i , 50) = 51.64 psi > f„ [Satisfactory] Technical References: 1."Masonry Designers'Guide,Third Edition"(MDG-3),The Masonry Society,2001. £0o3 Company : Precision Structural Engineering, Inc. March 17,2014 Designer : RMH Job Number : Romtec 214-15 Continuous Wall Footing Checked By: Sketch 0 ft n x w A �; B . d `-y-t - 1 w 4 1 t4 ,t,:_: T-1 oD �. D C DI -1 C 1 ft Details A lx B _ #4NA) 4 3 E-- in co z ,-i n a #4e 12 in `^ D C Footing Elevation Df iC 1 ft Bottom Rebar Plan Geometry, Materials and Criteria Length :1 ft eX :0 In Gross Allow. Bearing :1600 psf(gross) Steel fy :60 ksl Width :1.5 ft eZ :0 In Concrete Weight :160 pcf Minimum Steel :.0018 Thickness :8 in pX :8 In Concrete fc :2.5 ksl Maximum Steel :.0075 Height :0 In pZ :12 In Design Code :AC1318-08 Footing Top Bar Cover :3 in Overturning/Sliding SF :1.5 Phi for Flexure :0.9 Footing Bottom Bar Cover :3 in Coefficient of Friction :0.3 Phi for Shear :0.75 Pedestal Longitudinal Bar Cover :1.5 In Passive Resistance of Soil :0 k Phi for Bearing :0.65 Loads DL 998 - Vx(k) Vz(k) Mx(k-ft) Mz(k-ft) Overburden(psf) . - . i 100 I LL ,2 +P +Vx +Vz r+Mx '+Mz +Over A D D C D C A D RISAFoot Version 4.00 (1...1...1...1...1...1...1...1...1...1Continuous Wall Footing.rft] Page 1 2doy Company : Precision Structural Engineering, inc. March 17,2014 Designer : RMH Job Number : Romtec 214-15 Continuous Wall Footing Checked By: Soil Bearing _ Description Categories and Factors Gross Allow.(psf) Max Bearing(psf) Max/Allowable Ratio ASCE 2.4.1 -1 1 DL 1500 864(A) .576 • _ ASCE 2.4.1 -2 1 DL+1 LL 1500 997.333(A) .686 _ ASCE 2.4.1 -3 1 DL+1 RLL 1600 864(A) .676 __ ASCE 2.4.1 -4 1 DL+.75LL+.75RLL 1600 964(A) .643 _ ASCE 2.4.1 -5 1 DL+1 WL _ 1600 864(A) .576 _ ASCE 2.4-1 -6 1 DL+.75WL+.75LL+.75R.. 1500 964(A) .643 ASCE 2.4.1 -7 .6DL+1 WL 1500 618.4(A) .346 `ASCE 2.4.1 -8 .6DL+.7EL 1600 618.4(A) _ .346 A B A B A B _ A B A B D - C D -- -- C D C D C 1 DL 1 DL+I LL 1 DL+I RLL 1 DL+.75LL+.75RLL 1 DL+1 WL QA: 864 psf QA: 997.333 psf p QB: 864 psf p QA: 864 psf QA: 964 psf QA: 864 psf p QB: 997.333 psf QB: 864 psf QB: 964 psf QB: 864 psf QC: 864 psf QC: 997.333 psf QC: 864 psf QC: 964 psf QC: 864 psf QD: 864 psf QD: 997.333 psf QD: 864 psf QD: 964 psf QD: 864 psf NAZ:-1 in NAZ:-1 In NAZ:-1 in NAZ:-1 In NAZ:-1 In NAX:-1 in NAX:-1 In NAX:-1 In NAX:-1 In NAX:-1 In A B A B A B D C D C D C IDL+.75WL+.75LL+.75RGDL+1WL .6DL+.7EL - QA: 964 psf QA: 518.4 psf QA: 518.4 psf QB: 964 psf QB: 518.4 psf QB: 518.4 psf QC: 964 psf QC: 618.4 psf QC: 518.4 psf QD: 964 psf QD: 518.4 psf QD: 618.4 psf NAZ:-1 In NAZ:-1 In NAZ:-1 in NAX:-1 in NAX:-1 In NAX:-1 in Footing Flexure Design (Bottom Bars) As-min x-dir(Top Flexure): .18 InA2 As-min x-dir(T&S): .173 inA2 As-min z-dir(Top Flexure): .27 inA2 As-min z-dir(T&6): .269 inA2 As-min x-dir(Sot Flexure): .18InA2 As-min z-dir(Bot Flexure): .27 in"2 z-Dir As z-Dir As x-Dir As x-Dir As Mu-xx Mu-xx Required Provided Mu-zz Mu-zz Required Provided Description Categories and Factors UC Max (k-ft) (inA2) (i02) UC Max (k-ft) (in"2) (in"2) _ ACI 9-1 1.4DL+1.7LL 0 0 0 .785 .02661 .1 .005 _ .196 • ACI 9-2 1.05DL+1.276LL+1... 0 0 0 .785 .01996 .08 .004 .196 - ACI 9-3 .9DL+1.3WL 0 0 0. .785 .01376 .05 .003 .196 IBC 16-5 1.2DL+1LL+1EL 0 _ 0 0 .785 .02141 .08 .004 .196 IBC 16.6 .9DL+1EL 0 0 , 0 .785 .01376 .06 .003 .196 RISAFoot Version 4.00 [1...1...1...1...1...1...1...1...1...1Continuous Wall Footing.rft] Page 2 • 2Dd.c' Company : Precision Structural Engineering,Inc. March 17,2014 Designer : RMH Job Number : Romtec 214-15 Continuous Wall Footing Checked By: Footing Shear Check - Two Way(Punching)Vc: NA One Way(x Dir. Cut)Vc 8.1 k One Way(z Dir.Cut)Vc: 5.4 k Punching x Dir.Cut z Dir. Cut Description Categories and Factors _ Vu(k) Vu/ c Vu(k) Vu/RN c Vu(k) Vu/j6Vc ACI 9-1 1.4DL+1.7LL NA NA .0008672 0 .048 .012 ACI 9-2 1.05DL+1.275LL+1.275WL NA _NA .0006504 0 .036 .009 ACI 9-3 .9DL+1.3WL NA NA .0004482 0 .025 ~ .008 IBC 16-5 1.2DL+1 LL+1 EL _ NA NA .0006976 0 .039 .01 IBC 16-6 _ .9DL+1EL NA NA .0004482 0 .025 .006 Concrete Bearing Check(Vertical Loads Only) Bearing Bc: 204 k _ Description Categories and Factors Bearing Bu(k) Bearing Bu/pac_ ACI 9-1 1.4DL+1.7LL 1.734 .013 ACI 9-2 1.05DL+1.275LL+1.275WL 1.301 .01 _ ACI 9-3 .9DL+1.3WL .896 .007 IBC 16-5 1.2DL+1LL+1EL 1.395 .011 IBC 16-6 .9DL+1EL .896 .007 Overturning Check(Service) Description Categories and Factors Mo-xx(k-ft) Ms-xx(k-ft) _ Mo-zz(k-ft) Ms-zz(k-ft) OSF-xx OSF-zz _ASCE 2.4.1 -1 1 DL 0 .648 0 .972 NA NA ASCE 2.4.1 -2 1 DL+1 LL 0 .748 0 1.122 NA NA ASCE 2.4.1 -3 1 DL+1 RLL 0 .648 0 .972 NA NA ASCE 2.4.1 -4 1 DL+,75LL+.75RL.. 0 .723 0 1.084 NA NA ASCE 2.4.1 -5 1 DL+1 WL 0 .648 0 .972 NA NA .. ASCE 2.4-1 -6 1 DL+,75WL+,75LL.. 0 .723 0 1.084 NA NA ASCE 2.4.1 -7 .6DL+1 WL 0 .389 0 .583 NA NA ASCE 2.4.1 -8 .6DL+,7EL. 0 .389 0 .583 NA NA Mo-xx: Governing Overturning Moment about AD or BC Ms-xx: Governing Stablizing Moment about AD or BC OSF-xx: Ratio of Ms-xx to Mo-xx Sliding Check(Service) Description Categories and Factors Va-xx(k) Vr-xx(k) Va-zz(k) Vr-zz(k) SR-xx SR-zz ASCE 2.4.1 -1 1DL 0 .389 0 .369 NA NA _ ASCE 2.4.1 -2 1 DL+1 LL 0 - .429 0 .429 NA NA ASCE 2,4.1 -3 1 DL+1 RLL 0 _ .369 0 .369 NA NA ASCE 2.4.1 -4 1 DL+.75LL+.75RL.. 0 .414 0 .414 NA NA ASCE 2.4.1 -5 1 DL+1 WL 0 .369 0 _369 NA NA ASCE 2.4-1 -6 1 DL+.75WL+.75LL.. 0 .414 0 .414 NA NA •ASCE 2.4.1 -7 .6DL+1 WL 0 .221 0 .221 NA NA - - ASCE 2.4.1 -8 .6DL+.7EL 0 .221 0 .221 NA NA Va-xx:Applied Lateral Force to Cause Sliding Along xx Axis • Vr-xx: Resisting Lateral Force Against Sliding Along xx Axis SR-xx: Ratio of Vr-xx to Va-xx RISAFoot Version 4.00 (t...1...1...1...1..1...1...1...1...1Continuous Wall Footing.rft] Page 3 300 1 y ti : PROJECT: Summerake P ark Restroom:18434 PAGE' ti ,N CLIENT: Romtec DESIGN BY RMH F � r ,-c *- r JOB NO : Romtec 214-15 DATE REVIEW BY , , =. '.. : s: ;i > = 1'',lam. K^! ' INPUT DATA&DESIGN SUMMARY P SPECIAL INSPECTION(0=NO,1=YES) 1 Yes a(S 8 in) Mr--TYPE OF MASONRY(1=CMU,2=BRICK) 1 CMU MASONRY STRENGTH fm _ 1`_V REBAR YIELD STRESS fy = 60 . iksi `o VI ALLOWABLE INCREASING?(IBC/C8C 1605.3.2) YES SEISMIC PERFORMANCE CATEGORY D Seismic D ,, Ash (C,D,E,0=1MND,5=GRAVITY) r SERVICE AXIAL LOAD P = 0.584 !k . . 4 4 a" SERVICE SHEAR LOAD V = 1.45';-]`j k co SERVICE MOMENT LOAD M = 0 4 ft-k VI THICKNESS OF WALL t = 6 ;in t-1 LENGTH OF WALL lw = 2.67 it ft 1 EFFECTIVE HEIGHT of WALL hw = 8 ft —' VERT.REINF.AT EACH END(A) I # 4 => DIST.FR BAR'S CENT.TO END a = 4 ;:`in WALL HORIZ.REINF.(q„,) 1 # 4 @ 8 in o.c. WALL VERT.REINF.(Au) 1 # 4 @ 8 in o.c. [THE WALL DESIGN IS ADEQUATE.] ANALYSIS REINF.AREA AT EACH END A, = 0.20 in2 MODULAR RATIO n = 21.48 GROSS WALL AREA A2 = 192 in2 REINFORCEMENT RATIO p = 0.0013 EFFECTIVE LENGTH OF WALL d = 28 in ALLOWABLE STRESS FACTOR SF = 1.333 - EFFECTIVE THICKNESS OF WALL bw = 5.63 in READ MIN.HORIZ.REINF. Aw,,,r„ = 0.225 in2/(l MASONRY ELASTICITY MODULUS Em = 1350 ksi STEEL ELASTICITY MODULUS E = S:n,m,z = in 29000 ksl READ MIN.VERT.REINF. Asp mn = 0.22 25 in2/ft THE ALLOWABLE STRESS DUE TO FLEXURE IS THE ALLOWABLE R S„EINF.STRESS D = 11 In DUE TO FLEXURE IS Fb=(SF)(0.33 f,�) = 0.660 ksi Fs=(1.33 or 1.0)(24 or 20)= 32.00 ksi THE TOTAL AXIAL FORCE ACTING AT BOTTOM IS THE TOTAL MOMENT ACTING AT BOTTOM 1S Pr=P+(wall weight)= 2.0 kips Mr=M+Vh„= 11.60 fl-kips THE NEUTRAL AXIS DEPTH FACTOR IS THE SHEAR STRESS IN MASONRY IS k= J2pn+(pn)2—Pn = 0.21 Y f�= = s Psi bxl„ CHECK FLEXURAL&AXIAL CAPACITY 140 T, I T.. Tar 1-.i � Tan.1 . ' 1fffft 120 100 Pm(k) 80 , . -FORCE DAGRAM 40 I TO I 0 1 0 10 20 30 40 50 ,5 e STRAIN DIAGRAM 3008 (cont'd) THE CODE SEC.2.3.2.2.1 PERMITS COMPRESSION FORCES TO BE RESISTED BY COMPRESSION REINFORCEMENT ONLY IF THE LATERAL SUPPORT REQUIREMENTS OF CODE SEC.2.1.6.5 ARE MET.SINCE IT IS VIRTUALLY IMPOSSIBLE TO MEET THESE PROVISIONS IN WALLS,THE CONTRIBUTION OF REINFORCING STEEL TO COMPRESSIVE FORCE MUST BE NEGLECTED. THE MAXIMUM DESIGN AXIAL LOAD STRENGTH IS Rn=t Lw SF Om'/3) = 126.8784 kips. THE DESIGN MOMENT CAPACITY AT MAXIMUM AXIAL LOAD STRENGTH IS 0 ft-kips. THE DESIGN AXIAL AND MOMENT CAPACITIES AT THE WALL CRACKED BUT STEEL STRESS ZERO ARE 74 kips AND 41 ft-kips. FOR THE BALANCED STRAIN CONDITION UNDER COMBINED FLEXURE AND AXIAL LOAD,THE MAXIMUM STRAIN IN THE MASONRY AND IN THE TENSION REINFORCEMENT MUST SIMULTANEOUSLY REACH THE VALUES AS Em =Fb/Em and Cs=Fs I Es.THE DESIGN AXIAL AND MOMENT CAPACITIES AT THE BALANCED STRAIN CONDITION ARE 53 kips AND 43 ft-kips. SUMMARY OF LOAD VERSUS MOMENT CAPACITIES ARE SHOWN IN THE TABLE BELOW,AND THEY ARE PLOTTED ON THE INTERACTION DIAGRAM ABOVE. Pm(kips) Mm(ft-kips) AT AXIAL LOAD ONLY = 127 0 AT LARGE AXIAL LOAD _ 100 28 AT 0%TENSION = 74 41 AT 25%TENSION = 88 42 AT 50%TENSION = 62 43 AT BALANCED STRAIN CONDITION = 53 43 AT SMALL AXIAL LOAD = 15 34 AT FLEXURE ONLY = 0 26 THE DESIGN FORCES P&M ARE ALSO PLOTTED ON THE INTERACTION DIAGRAM.FROM THE INTERACTION DIAGRAM, THE ALLOWABLE MOMENT AT AN AXIAL LOAD P IS Mm = 29 ft-kips. > M (Satisfactory] CHECK SHEAR CAPACITY THE ALLOWABLE SHEAR STRESS IS GIVEN BY {SF}�IIIN 3(4—Mc!) f,,, , ( o_45iJ] , for V 1 < 1.0 J Fv.w;tn«n Bahr. (SF)MIN( f , 35) , for Vd 46.67 psi > 1.5 f„ (Satisfactory] (factor 1.5 from IBC 2106.5.1) C 1 C Mr) 45M TA M, (SF}MIN �14- Vd f�, (120- yd , fog Vd <1.0 Fv,ms. = (SF)MIN(1.5 , 75) , forT Z 1.0 Vd 77.46 psi > f„ (Satisfactory] CHECK THE MINIMUM AREA OF SHEAR REINFORCEMENT REQUIRED: 1.5 F = 0.03 in2/ft < ` = 0.30 in2Ift (No shear rein!.regd.) 3003 (coned) CHECK MAXIMUM REINFORCEMENT PERCENTAG IBC 08,2107.8): M Y�= 0.0 < 1.0 ,and P= 0.584 kips < 0.051,,,'A„ = 14.42 kips nf„, Pmar = = 0.0044 > p = 0.0013 [Satisfactory] 2f,,(n+ r''} fay) Technical References: 1,"Masonry Designers'Guide,Third Edition"(MDG-3),The Masonry Society,2001. 2.Alan Williams:"Structural Engineering Reference Manual",Professional Publications, Inc,2001. , ti F 1 `! PROJECT• Summerlake Park Restroom 18464 PAGE : ', 4 CLIENT Romtec a DESIGN BY : RMH JOB NO Romtec 214 1 DATE : REVIEW BY INPUT DATA&DESIGN SUMMARY P SPECIAL INSPECTION(O=NO,1=YES) 1 Yes a(S 8 in) M/ 1 TYPE OF MASONRY(1=CMU,2=BRICK) 1 1 CMU I MASONRY STRENGTH f,„' — 1.5 !ksi co 4_ . • REBAR YIELD STRESS fy = 60 ksi — vi ALLOWABLE INCREASING?(IBC/CBC 1605.3.2) YES SEISMIC PERFORMANCE CATEGORY D Seismic D Ash w (C,D,E,O=WIND,6=GRAVITY) L SERVICE AXIAL LOAD P = 1.4 k . .:Z Q SERVICE SHEAR LOAD V — 1,45 k co SERVICE MOMENT LOAD M = 0 =ft-k it— • - THICKNESS OF WALL t = 6 In I 1 _J LENGTH OF WALL lw = 8 i ft Z v+ EFFECTIVE HEIGHT of WALL hw = 8, ft k VERT.REINF.AT EACH END(A,) 1 # 4 => _ DIST.FR BAR'S CENT.TO END a = 4 %in WALL HORIZ.REINF.(A,,,) 1 # 4 @ 32 <in o.c. [THE WALL DESIGN IS ADEQUATE.] WALL VERT.REINF.(An,) 1 # 4 @ 32, in o.c. ANALYSIS REINF.AREA AT EACH END A, = 0.20 in2 MODULAR RATIO n = 21.48 GROSS WALL AREA Ao = 576 In2 REINFORCEMENT RATIO p = 0.0004 EFFECTIVE LENGTH OF WALL d = 92 In ALLOWABLE STRESS FACTOR SF = 1.333 _ EFFECTIVE THICKNESS OF WALL bw = 5.63 in REQD MIN.HORIZ.REINF. Ash,„„‘„ — 2 — 0.075 in/ft MASONRY ELASTICITY MODULUS Em = 1350 ksl Sshm,ax = 32 in STEEL ELASTICITY MODULUS E, = 29000 ksi REQD MIN,VERT.REINF. A,,,,m,, = 0.075 1n2/ft . Ssv,max = 32 in THE ALLOWABLE STRESS DUE TO FLEXURE IS THE ALLOWABLE REINF.STRESS DUE TO FLEXURE IS Fa=(SF)(0.33 fr,)= 0.660 ksi Fs=(1.33 or 1.0)(24 or 20)= 32.00 ksi THE TOTAL AXIAL FORCE ACTING AT BOTTOM IS THE TOTAL MOMENT ACTING AT BOTTOM IS Pr=P+(wall weight)= 5.7 kips • Mr=M+Vh„= 11.60 ft-kips THE NEUTRAL AXIS DEPTH FACTOR IS THE SHEAR STRESS IN MASONRY IS k= J2pn+(pn)2—pn = 0.12 f,= Y a 3 psi CHECK FLEXURAL&AXIAL CAPACITY 400 T. Tso Tsa T.s T•^, 300 i 111111 t - 2b0 '.".■..„.< . ,--:-]. Pm(k) 203 1 C . L _l 160 FORCE DIAGRAM 100 un b0 C 0 0 100 200 300 400 600 1 STRAIN DIAGRAM I 30 OS- : • (conf'd) THE CODE SEC.2.3.2.2,1 PERMITS COMPRESSION FORCES TO BE RESISTED BY COMPRESSION REINFORCEMENT ONLY IF THE LATERAL SUPPORT REQUIREMENTS OF CODE SEC.2.1.6.5 ARE MET.SINCE IT IS VIRTUALLY IMPOSSIBLE TO MEET THESE PROVISIONS IN WALLS,THE CONTRIBUTION OF REINFORCING STEEL TO COMPRESSIVE FORCE MUST BE NEGLECTED. THE MAXIMUM DESIGN AXIAL LOAD STRENGTH IS Hn=t Lw SF(fm'/3) = 380.16 kips. THE DESIGN MOMENT CAPACITY AT MAXIMUM AXIAL LOAD STRENGTH IS 0 It-kips. THE DESIGN AXIAL AND MOMENT CAPACITIES AT THE WALL CRACKED BUT STEEL STRESS ZERO ARE 243 kips AND 351 ft-kips. FOR THE BALANCED STRAIN CONDITION UNDER COMBINED FLEXURE AND AXIAL LOAD,THE MAXIMUM STRAIN IN THE MASONRY AND IN THE TENSION REINFORCEMENT MUST SIMULTANEOUSLY REACH THE VALUES AS Em=Fb/En,and Cs=Fa/Es.THE DESIGN AXIAL AND MOMENT CAPACITIES AT THE BALANCED STRAIN CONDITION ARE 176 kips AND 383 ft-kips. SUMMARY OF LOAD VERSUS MOMENT CAPACITIES ARE SHOWN IN THE TABLE BELOW,AND THEY ARE PLOTTED ON THE INTERACTION DIAGRAM ABOVE. Pm(kips) Mm(ft-kips) AT AXIAL LOAD ONLY = 380 0 AT LARGE AXIAL LOAD - 312 225 AT 0%TENSION – 243 351 AT 25%TENSION = 222 370 AT 50%TENSION = 205 380 AT BALANCED STRAIN CONDITION = 176 383 AT SMALL AXIAL LOAD – 45 241 AT FLEXURE ONLY = 0 105 THE DESIGN FORCES P&M ARE ALSO PLOTTED ON THE INTERACTION DIAGRAM.FROM THE INTERACTION DIAGRAM, THE ALLOWABLE MOMENT AT AN AXIAL LOAD P IS Mm = 122 ft-kips. > M [Satisfactory) CHECK SHEAR CAPACITY THE ALLOWABLE SHEAR STRESS IS GIVEN BY 1 (SF)MIN 3(4-MIL) fir , (80-4Yd1J] , for T<1.0 Fv withal refnr. = Vd (SF)MIN( f� , 35) , for -T >_1.0 46.67 psi > 1.5 f„ [Satisfactory) (factor 1.5 from IBC 2106.5.1) (SF)MINL2! 4- T� 1n, (120-4541±)] , for M1 <1.0 1 JJJ Fv man. = (SF)MIN(1.5 f,,, , 75) , for -dT z 1.0 77.46 psi > f„ [Satisfactory] CHECK THE MINIMUM AREA OF SHEAR REINFORCEMENT REQUIRED: V 1.5 F = 0.01 in2/ft < `,. = 0.08 in2l ft (No shear reinf.regd.) (cont'd) CHECK MAXIMUM REINFORCEMENT PERCENTAGE(IRC 06,2107.8): M Vd = 0.0 < 1.0 ,and P= 1.4 kips < 0.05fm'A„ = 43.20 kips of Alm = 'n = 0.0044 > p = 0.0004 (Satisfactory] 2f y n+I- -'' fm Technical References: 1."Masonry Designers'Guide,Third Edition"(MDG-3),The Masonry Society,2001. 2.Alan Williams:"Structural Engineering Reference Manual",Professional Publications,inc,2001. • Prodslon Sbudural Engineering,Inc. mad Office 260 Main Steel,Sulla A•10amath Falls,OR 97801 838 Mason Way(off Sapa Road)•Medford,OR 97501 { Tel(541)880.6300•FAX(641)650-6233 Tel(541)858-8500 wwvstn+cture1.00 m•Emit Info�slrudure1.Cote rtiu •F3r=4.a':1i4 fi' r;._.,`: PROJECT NO Rdm`I t.c .2/ft-/..3— SHEETIQLQ OF PROJECT NAME Swint/ __ k t s4/e7a/il DESIGNED BY R.14 DATE SUBJECT 1-&-11(61 II2'tl�y . CHECKED BY DATE W%1/ 3.4 IZbd4. A4 cy-a0Q • 1.9 4 p l —>'?.3 a// • • be_ckiij 4 E eG USE [ / J N l JS C Ct.p. //8 44, /,6 x y/i. = '953-pa • • tarn -11) Vt , U-SE 1 ¢G e fl? St,aC:4e� e 98 • • • • • • • • • • • 7•cs f 3 r , -":"-:"-7.'`;:-,-...-,7--1 J.%''',. �,1 PROJECT: Stfpt►neA4laa Pe171c Reslro0rn.16481 PAGE: O 1 7' _ +,-� CLIENT: RpinIeD ; DESIGN BY: ;RM11 i / 4 s � s, JOS N0.: ai41s11eb 415 DATE:. REVIEW BY S,I; Vr•._ bye titer._ tT- ��_ _T.,yyt1:111 4" &: INPUT DATA f It WALL THICKNESS 1 = ~ i N PARAPET HEIGHT 14 = 0 ,',R WALL HEIGHT h = r.n -x;:11 >:a .,(PIA/ Srx ►'anent TOTAL WALL DENSITY p • .126_ipcf SEISMIC PARAMETER Bea = 0.0pg.(ASCE 7-0S0. 11.4.4 SEISMIC DESIGN CATEGOR SOC • 0 1 DIAPHRAGM FLEXIBLE 9(0=r10,1•yes) 1 :i Yes _ a SEISMIC afpowTN c8 FACTOR I • 1.:.;(ASCE 7-0S Tab 11.61 IMND IMPORTANCE FACTOR I = .i;'..1-:'*SCE 7-0STa►61) BASIC WNO SPEED V • .`$0..)mph EXPOSURE CATEGORY(8.C,D) = 0 . -a-- TOPOGRAPHIC FACTOR Ka = 1: Fist,g5CE s.5.7.2) a(01/11) Shecr Vcr art DESIGN SUMMARY Out-of-plane force for wee design w, = 18.4 psf(Wind governs) 04-of-plane force for parapet design w, • 49.1 psf(V1lndgoverns) OVt• (-plene force for anchorage design F,,,, = 196 p11(Hcdzcnlel direction) (The govemfng seismic forces have been reduced by 0.7 forASD) WIND ANALYSIS . Out-orpiene wind force for wall design(ASCE 7d5.Eq.6.22) 1p1,.b.d=gh[(GCr)-(GCA)]=(0.00256K hI vKJ1/2J)[(GCr)-(GCr0] = 19.4 psf Where: K. = 0.70 K, = 0.85 GC. = 0.10 (mean roof h= 8 it,changeable) (ASCE Tab.6-4) (cor GC,a Yes .TA= 10.67 ft) (ASCE Fig.6-6) (ASCE Tab.63) (ASCE Fig.6-11A) Out-of-plane wind force for parapet design(ASCE 7-05,Eq.6.24) w2..a.r=rip[(GCr)-(GC11)]=(0.00256K,1Kz,KJI'=L)[(GC,)--(GCr,)] = 49.1 psi.(ASCE7-02,6.6.12.4.4) inhere: K, • 0.70 . Ka = 0.85 , GC, _ -1.40, GC„ • -2.80 GC0 • 0.16 (ASCE Tab.83) (ASCE Tab.6-4) = 1.00 (roof,ASCE Fig.6-11B) (roof,ASCE Fig.8-6, (TA= 0 n') (wail,ASCE Fig 6-11A) Out-of-plane wind force for anchorage design )F enh•...=-2 11'1.kJ+/1,1.+2hNr,.ma 77 pifgiaodzontal) SEISMIC ANALYSIS ` 4 Out-of-plane seismic force for wall design(ASCE 7-05,Sec 12.11.1) )14,,r,,nk=ALLY(0.41S will P ,0.11Vp) = 0.28 W,- 23.3 psf Where: W, = 83.3 psf, I • 1.0 (IBC Tab 1604.5 8 ASCE Tab 11.5.1) Out-0f-plane seismic force for parapet design(ASCE 7-05,Sec.13.3.1) w2,,,,,.,,=A1AX{0.3S psi,A', , AI N(I.2arS2/,H', , I.6Snc1,1V,/I] • 0.64 W,= 69.9 par R, Where: a, = 2.6 , I, • 1.0 R, = 2.6 (ASCE Tab.13.6-1) (ASCE Sec.13.1.3) (ASCE Tab.13.5-1) Cut-of-plane seismic force for anchorage design For masorvy or concrete under seismic design category A d 8,both nerdbte b rigid d'raplVagm(ASCE 7-05 Sea 12.11.2) lh+h )3 (h+h F.,,,,,,,..k=A-IAX 0.4S,,,IJf', 2h O.1I1', 2ti II 400Sa4 I. Foie = 3.36 W, 280 pli(Horizontal) (Nat applicable) Where: F,r, = 280 p1f (ASCE Sea 12.112) For seismic design category C end above.Cambia dapfregm(ASCE 7-05 Sec.12.112.1) lh+hp 2 /h+h,,J Fa.rh.,.r,,,k=AIAX 0.8Sns11Y,l 2h , 0.11V P' 2h 2h , 400S�1 , F� = 3.36 W,= 2S0 plf(Horizontal) °bl0)For seismic design category C end above,A ged diaphragm(ASCE 7-06 Sea 12.112 d Sec. 13.3 1) ll s Fmr,,,,,,_, AIAX A1.4X[0.38nsI, , A/LVi1'24rSps1, , I.6SLel,JJIY,(h 2h' � , 400S psi , F.s, R, = 3.36 W,= 280 pif(HofIzantei) (Notapp6W><e) Where: a, • 1.0 R, • 1.5 (ASCE Tab.13.5.1) (1.6,ASCE 13.42 or 2.6,ASCE Tab 13.6.1) NATIONAL DESIGN SPECIFICATION FOR 'I S ' 1 ` • 6 t 3a I2 `IJ ble 11.N COMMON WIRE, BOX, or SINKER NAILS: Reference Lateral Design ',,,. Values (Z) for Single Shear (two member) Connectionsl+2.3'4 > • ,', i I mss. - ,1 <<1' for sawn lumber or SCL with both members of identical specific gravity I f , - - .gg rs ,;�.,■ i a $iL .e s ,',.:3 1 2 n yy q q QQ c3 • � 0 c38 c3 V' coo Q R ° .1' ell $ e3 3 -:::'itt f ,, 1, p ,f;;, .•/ h. M. Prnnywralphl lbs. lbs. lbs. IM. lbs. lbs. lbs. lbs. lbs. lbs./ • '!';li : 34- 0.099 6d 7d 73 61 85 54 51 48 47 39 36 38 .1''} 1te 0.113 60 ad 84 94 79 72 71 65 58 57 47 48 44 V)t.,,• 0.120 ' 10d 107 89 . 80 77 71 64 62 62 • 60 48 I:;i+i?r' 0.128 104 121 101 87 64 78 70 68 `57 68 54 i i" . 0,131 .ad 127 104 90 67 80 73 70 80 56 58 ;.:1sti'.',. 0.135 184 124 135 108 94 95 84 76 74 63 61 68 S'(li �%('rl, 0.148 10d 20d 16d 154 121 105 102 94 85 83 70 69 0.162 164 404 183 138 121 117 108 99 96 82 80 77 i;=; t 0.177 204 200 153 134 130 121 111 107 92 90 67 +i;' 0.192 204 304 206 157 136 134 125 114 111 98 93 90 11..,{ .0.207 304 404 216 168 147 143 133 122 119' 103 101 97 : �+1Ij, 0.225 404 229 178 158 154 144 132 129 112 110 106 1I`f 7r 0.244504 604 234 182 162 158 147 136 132 115 113 109 ,4.`I,;- I 0.099 64 70 73 61 55 64 51 48 47 42 41 40• IY` 0.113 64� 8d 8d 94 79 72 71 87 63 61 55 54 '61 ":j+.'t;' 89 81 80 78 71 69 60'. 59 58 1+ 0.120 10d 107 •..t;:!1), 0.128 104, 121 101 93 91 • 88 50 79 68 64 61 I-r•,i� f r. 106 97 95 90 84 82 68 66 83 0.131 ea 127 l r 113 103 95 96 89 68 71 69 66 'II _ 0.135 164 264 135 CI 0.148 tOd 10d t6d 154 128 118 156 109 99 98 80 71 74• � • 0.162 16d 400 ' 184 154 141 137 125 11$ 109 91 89 85 IYjlt: 0.177 204 213 178 155 150 138 125 121 102 99 -,' - 95 7�'•tJa 0.192 20d 304 222 183 159 154 142 126 . 124 -.-SOt}• 102,;;i Z - 96. '"`S 0207 30d 404 243 192 167 162 149 135 131 111 100 101 0.225 404 268 202 177 171 159 144 140 120 117 112 + 0,244 504 604 274 207 181 175 162 148 143 123 120 115 ' 1.114 0.099 601 TO' 73 61 55 54 51 48 47 . 42 41 40 .,.1 rjftr:! , . iY 0.113 ad' Bd 8d 94 79 72 71 67 63 61 55 • 64 -- 52 �' 0.120 104 107 89 81 80 78 71 09 62 60 59 (!7 It: 101 93 91 88 80 79 70 69 67 ...i 1 . 0.131 100 121.: ` 0.131 8d' 127 tOb 97 95 90 84 82 73 T2 70 1 �c 0.135 16d 124 135 113 103 101 98 89 88 78 78 74 C11 tJP', 0.146 100 26d 164 154 128 118 115 109 102 100 69 87 6/ MI .ti A.:' 0.162 164 404 184 164 141 138 131 122 120 103 100 95 t17 )s 0.177 204 213 178 163 159 151 141 138 .. 11a. _ _110__. •--.,t05 0.192 204 304 222 185 170 168 157 145 140 118 113 108 1;1 0.207 304 40d 243 203 168 182 169 152 147 123 119 114 w:{} 1' 0.225 404 268 224 200 193 117 560 155 130 127 121 0.244 50d 604 276 230 204 191 181 163 158 133 129' -. 124 _��• ---T 48 47 • 42 41. -. 40 1.172 0.099 7d 73 61 65 W 51 1 0.113 841' 84e 94 79 72• 71 87 . 63 81 65 ' 54 . 52. 1 0.120 104 107 89 81 60 76 71 69 62 60 59 •1. 0.128 104 121 101 93 91 68 80 79 70 69 57 l 01131 80' 127 108 97 95 90 64 82 73 72 70 i, 0. 164 124 135 113 Is 101 96 89 88 78 76'' '.74 0.146 104 20d 16d 154 120 4E1r 115 109 102 100 89 87• e4 0.162 164.40d 184 154. 138 131 122 .120 -106,,. 104" - 101 0.177 204 213 176 163 159 151 141 138 123 121 117 0.192 204 300 222 185 170 166 157 147 144 128 126 120 0.207 30d 400 243 203 186 182 172 161 158 135 131 125 0.225 404 268 224 205 201 190 .178 172. 143 138 112 0.244 604 604 278 230 111 206 198 161 175 148 141 135 1.3/4 0.113 80' 94 79 72 71 87 63 . 61 55 64 .. 52 0.120 104 107 89 81 80 76 71 69 62 60 69 0.128 toe 121 101 93 91 86 80 79 70 69 87 0;135 16d 124 135 113 103 101 98 89 88 78 76' 74 0.1481041 200 16d 164 128 116 115 109 102 100 89 87 64 0.162 16d 404 184 164 141 138 131 122 120 108 104 101 0.177 20d 213 178 163 159 151 141 138 123 121 117 0.192 204 300 222 185 170 168 157 147 144 128 128 122 0.207 304 404 243 203 188 182 172 161 158 140 137 133 0.2`15 404 266 224 205 201 190 176 174 155 ' i64'' • 144 0.244 604 604_ 278 230 211 206 _ 196 183 179 159 _ 154 147 I.Tabulated lateral design values(Z)shall be multiplied by all applicable adjustment factors(sec Table 10.3,1). 2.Tabulated lateral design values(Z)are for common wire,box,and sinker nails(see Appendix L)inserted in side grain with nail axis perpendicular to wood fibers;minimum nail penetration,p,into the main member equal to 10D;and nail bending yield strengths(FA):F -100,000 psi for 0.099"<_D 5 0.142";Fr, 90,000 psi for 0.142"<D 5 0.177"; F,4 r 80,000 psi for 0.177"<D S 0.236"; FA-70,000 psi for 0.236"<D 5 0.273" 3.When 6D 5 p<10D,tabulated lateral design values(Z)shall be multiplied by p/100. i 4.nail length is insufficient to provide lOD penetration. Tabulated lateral design values(Z)shall be adjusted per footnote 3. AMERICAN FOREST&PAPER ASSOCIATION _3o /3 I ; a � f f F3 PROJECT: Summe rlakePatk.Restroom 18464 PAGE :i y :.. f " � }" CLIENT: ,Romtec DESIGN BY RMH` r JOB NO . Romtec 214--_ DATE REVIEW BY INPUT DATA&DESIGN SUMMARY b° MASONRY STRENGTH fm = 1,5 _.kei FASTENER YIELD STRESS fy = 48 �_U, SERVICE TENSION LOAD be = 0 '''kips/ft L, / SERVICE SHEAR LOAD = I 0 �"' by = 0.186 .;kips/ft WALL THICKNESS b = 8 :ill A 0 FASTENER DIAMETER 0 = 1/2- In / EFFECTIVE EMBEDMENT Lb = 8 Ikl FASTENER SPACING S 48 ',In ALLOWABLE INCREASING?(IBC/CBC 1605.3.2) , Yes ,' SECTION As„ [THE ANCHORAGE DESIGN IS ADEQUATE.] 0 ANALYSIS r , CHECK MIN.EMBEDMENT(ACI 530 2.1.4.2.1) b :♦ �♦:. f Lb,min=MIN[40,2]= 2.00 In < Lb (SATISFACTORY) ,�f CHECK TENSION CAPACITY(ACI 530 2.1.4.2.2) Ba=MIN[0.5Ap(fm)°s 0 2Abfy]= 0.77 kips/fasteners > k S ba (SATISFACTORY] PLAN Where Lb,= 3.57 In L=MINE Lb,Lbel= 3.57 in 0=COS'1(0.5S/L), 0.00 rad Aseg=L2[0-0.5 SIN(20)]= 0.00 in2 Ap=m L2-2 A5eg= 39.93 in2 Ab=n¢2/4= 0.20 in2 k= 3/4 CHECK SHEAR CAPACITY(ACI 530 2.1.4.2.3) By=MINI(F)350(Abfm)'r`,0.12Abfy]= 0.74 kips/fasteners > k S by [SATISFACTORY] Where F=[MIN(Lba,120-1]/(12p-1)= 0.513 CHECK COMBINED SHEAR AND TENSION CAPACITY(ACI 530 2.1.4.2.4) S ba/Ba+S by/By = 1.05 < 1.33. [SATISFACTORY] PIKIIMSilvetrolintiovitv,Ina Medford Office 4604klie41ttreite 11rM10 fd1,OR 07601 $30 Mason Ssky(o6 Rep Road)•Mrdford,OR 07601 'yi•; ;. Tel(6N)/66.0361•IA)t(341)1104233 T•L(661)660.6600 - ` 'r .;c<<, weivr ttruolunit.aorn•OmitY tr , tf PROJECT NO, .gomdgc £ L1`1 SHEET 36)(9 OF �?y', , r%;t�;. PROJECT NAME-Cr, k L Pt-Pi-1,0'n DESIGNED BY R _ DATE SUBJECT, 1-Ah(aI `/G`I CHECKED BY DATE )loitzon44I W O 644 6344. yap r-P W, 1/ (.._"2/o c./c)_ F' 196 p /-F ^'PO' 3O /f r U= iy , 41 , l tr y- -7,3 -; 13 )7- .b.-. {3� USE Lgt,. e,/ c•In t' w/ z - # 1-1 u r.s • 30,2 / ` "`" " 1PROJECT Summerlake Park Restroom 18464 PAGE i CLIENT Romtec _ DESIGN BY RMH <1;(: :-.-if'; ': JOB)NO Rorn�tyec 214-1$' DATE : REVIEW BY - u° )tli f-19 �,J1b1°d t- i P° q, i� ` m1 ,',G...,-5 7,.i INPUT DATA&DESIGN SUMMARY _ n fc SPECIAL INSPECTION(0=NO,1=YES) -1 '; ,Yea . 7 _r I ; TYPE OF MASONRY -CMU,2(BRICK) ' i U , -, ,MASONRY STRENGTH 15 $ks �� Y C REBAR YIELD STRESS fy = 60 'i ksi 13 4 1: ALLOWABLE INCREASING?(IBC/CBC 1805.3.2) Yes 1 t r °- SERVICE SHEAR LOAD V = :;0.719. k SERVICE MOMENT LOAD M = 1.317 ft-k , 0 T WIDTH b = 8 i In 117 P/� EFFECTIVE DEPTH d = 6.125::1 in CLEAR SPAN Lc = 7,33.3 I ft LOAD TYPE(1=SEISMIC,O=WND,6.GRAVITTY) 1 i Seismac_ (THE BEAM DESIGN IS ADEQUATE.) VERTICAL REINF. 0 : # 4 @ 8 - i In c.c. TENSION REINFORCEMENT 1 # 4 ;.; ANALYSIS ALLOWABLE STRESS FACTOR SF = 1.333 ALLOWABLE REINF.STRESS (1.33 or 1.0)F, = 32 ksi ALLOWABLE MASONRY STRESS Fp=(SF)(0.33f4) = 0.68 ksi MASONRY ELASTICITY MODULUS E,,, = 1350 ksi,(Sec. 1.8.2.2.1) STEEL ELASTICITY MODULUS E, = 29000 ksi EFFECTIVE WIDTH b,,, = 7.63 In [Satisfactory,Lc<32 bw) MODULAR RATIO n = 21.48 TENSION REINFORCEMENT RATIO p = 0.004 THE NEUTRAL AXIS DEPTH FACTOR IS THE LEVER-ARM FACTOR IS k=J2pn+(pn)2—pn = 0.347 j=l-3 = 0.884 THE TENSILE STRESS IN REINFORCEMENT DUE TO FLEXURE IS M =f, —/Lid = 14.59 ksi < F, [SATISFACTORY) THE COMPRESSIVE STRESS IN THE EXTREME FIBER DUE TO FLEXURE IS 2M _ ,f b jk. d 2 _ 0.36 ksi < Fa (SATISFACTORY] M THE SHEAR STRESS IN MASONRY IS V < F,,=(SF)MIN(g , 50) = 51.64 psI ,f,,=—bud = 15 psi (SATISFACTORY) (Sec.2.3.6.2.1) <F,=(SF)MIN(3 f», , 150)= 154.92 psI [SATISFACTORY] CHECK THE MINIMUM AREA OF SHEAR REINFORCEMENT REQUIRED: V = 0.04 in2/ft > A' = 0.00 In2/ft (No shear rein.Reqd) F,d S Pradtbn iYuolrsNhs Ino. Medford Offlca { 466A6111i EV411•i01nY6t Ws,OR 81101 636 Macon Ally(off Sage Road)•Madford,OR 91601 '�l _ T81.1641)16011600MX(641)1504233 TM.(641)661.1600 ,;�'.•. ,; :,' ;is., www.6tMOtur*l.00rn•En'un:p161®iUucturbl,com • PROJECT NO ( arI' v`�14-15" SHEET 3034E Ah, PROJECT NAME 11 Simi .tr/'ke- IZcc-'oon DESIGNED BY R DATE SUBJECT J 14rA Lt/ ' CHECKED BY DATE �;Zen'la( WO � Cam TOP fre 144 1/ /c) F., % p/-p N Pe. 30 11 • M � l l4 "i; 4 .., 2 3- 1/ USE E C I / w./ # Ll ,. � :. .. 303 l Y `{r r ;,. -. PROJECT. Su rlmt riake Park Restroom 18464 PAGE CLIENT Romtec ` DESIGN BY RMH M _ , . ., JOB NO Romtec 2144,f DATE. REVIEW BY BBL ~! f.,, k. INPUT DATA&DESIGN SUMMARY _ b fc SPECIAL INSPECTION(0=NO,1=YES) 1 Yes —1 r-r TYPE OF MASONRY(1=CMU,2=BRICK) • 1 i CMU rev \rli MASONRY STRENGTH fm = 1.5 ,i ksl i!EA l C Y REBAR YIELD STRESS fy = 60 ksi v ALLOWABLE INCREASING?(IBC/CBC 1605.3.2) • Yes L /� '� SERVICE SHEAR LOAD V = 0.696 ;k i. iA SERVICE MOMENT LOAD M = 1.235 i ft-k r• - 4 P 1 WIDTH b = 8. t In /// A ifs/n1 EFFECTIVE DEPTH d • 4.125 in CLEAR SPAN Lc = 7.1 ft LOAD TYPE(1GSEISMIC,OWIND b=GRAVITY) 1 ' Seismic (THE BEAM DESIGN IS ADEQUATE.] VERTICAL REINF. . 0 # '4 8 ,?In o.c. TENSION REINFORCEMENT 1 7 # 4 ANALYSIS ALLOWABLE STRESS FACTOR SF = 1.333 ALLOWABLE REINF.STRESS (1.33 or 1.0)F, = 32 ksl ALLOWABLE MASONRY STRESS Fb=(SF)(0.33fm) = 0.66 ksl MASONRY ELASTICITY MODULUS Em = 1350 ksi,(Sec.1.8.2.2.1) • STEEL ELASTICITY MODULUS Ea = 29000 ksl EFFECTIVE WIDTH bN, = 7.63 in [Satisfactory,Lc<32 bw] MODULAR RATIO n = 21.48 TENSION REINFORCEMENT RATIO p = 0.006 THE NEUTRAL AXIS DEPTH FACTOR IS THE LEVER-ARM FACTOR IS k=J2 pn+(p,7)2- pn 0.404 j=1— 3 = 0.865 THE TENSILE STRESS IN REINFORCEMENT DUE TO FLEXURE IS M �s= — 20.76 ksi < F, [SATISFACTORY] Acid THE COMPRESSIVE STRESS IN THE EXTREME FIBER DUE TO FLEXURE IS 2M - 1 b=jkb d 2 a 0.65 ksi < Fb [SATISFACTORY) .. THE SHEAR STRESS IN MASONRY IS < F.=(SF)M1N( fin , 50)= 51.64 psi V .�v__b d = 22 psi (SATISFACTORY] M (Sec.2.3.5.2.1) <Fp=(SF)MIN(3 fm , 150)= 154.92 psi [SATISFACTORY] CHECK THE MINIMUM AREA OF SHEAR REINFORCEMENT REQUIRED: V = 0.06 In2/ft > 49= 0.00 In2/ft (No shear rein[Reqd) F,d $ RRMTEC 7. PRODUCT DATA SHEETS This section is structured as follows: RECEIVED 7.01 PRODUCT DATA SHEETS SEP 8 2014 7.02 FRAME CITY OFTIGARD BUILDING DIVISION 7.03 ROOFING, VENTS, & WINDOWS 7.04 EXTERIOR 7.05 PLUMBING AND PARTITIONS 7.06 ELECTRICAL COMPONENTS 7.07 ACCESSORIES RSMTEC 17.01 PRODUCT DATA SHEETS Product Data Sheet Section This section corresponds with the plan set, describing each component supplied by Romtec in the building kit. The data sheets may be submitted for approval by the reviewing authority (if applicable) and for use in construction of the building. Doc Rev: 11-4-13 ROAMTEC 17.02 FRAME - --------- - -- - 1 Data sheets to follow. NCMA TEK :. 1, , ::::10.: .,,• :- National Concrete Masonry Association .. .. ._ _ an information series from the national authority on concrete masonry technology TYPICAL SIZES AND SHAPES OF TEK 2- 1A CONCRETE MASONRY UNITS Unit Properties (2002) Ker words: architectural units, bond beams, concrete ti N r r,t/.l' brick, dimensions, equivalent thickness, lintels, screen block,sizes and shapes Typically,concrete masonry units have nominal face dimensions of 8 in. (203 nun) by 16 in. (406 mar), available in nominal thicknesses of 4 ,6,8, 10,and 12 in. IN'11WI)ti('FR)i`, (102, 152, 203, 254, and 305 nun). Nominal dimensions refer to the module size for planning bond patterns and Concrete masonty is one of the most versatile building modular layout with respect to door and window open- products available because of the wide variety of appearances ings. Actual dimensions of concrete masonry units are that can be achieved using concrete masonry units. Concrete typically 3/8 in.(9.5 mar)less than nominal dimensions,so masonry units are manufactured in different sizes, shapes, that the 4 or 8 in. (102 or 203 nun)module is maintained colors, and textures to achieve a number of finishes and with 3/s in. (9.5 mm) mortar joints. Figure 1 illustrates functions.In addition,because of its modular nature,different nominal and actual dimensions for a nominal 8 x 8 x 16 concrete masonry units can be combined within the same wall in. (203 x 203 x 406 mm) concrete masonry unit. In to achieve variations in texture,pattern,and color. addition to these standard sizes,other unit heights,lengths, Certain concrete masonry sizes and shapes are considered and thicknesses may be available from local concrete standard,while others are popular only in certain regions.Local masonry producers. manufacturers can provide detailed information on specific Slaudard Specif,calio„for Load-Bearing Concrete - pmducts,or the feasibility of producing custom units.A more A'fason,y Units,ASTM C 90(ref.5)is the most frequently complete guide to concrete masonry units is the Shapes and referenced standard for concrete masonry units.ASTM C SizesDireclorp(ref. 2). 90 includes minimum face shell and web thicknesses for <><> I 8"(203 tun) K; 2,,...„,\_______________„/ P.(2p 006`".ol ii)'1�� , Stretcher unit Single corner unit Nominal Until DIMCrsiOns Concrete brick <>111111 111 7W(194 Tum) _____,.> <i>,. <E> lir" ihV _ �I-44/kb �5 Double corner or Actual Unit Dimensions Corner return unit plain end unit Figure 1—Nominal and Actual Unit Dimensions Figure 2—Typical Concrete Masonry Units I I I•t I %©2002 National Concrete Masonry Associal ion the different sizes of concrete masatmry units as listed in Table I.Overall unit dimensions(height,width,or length)are I:;N I permitted to vary by ±'/s in. (3.2 mm) from the dimensions specified by the manufacturer. Where required, units may be Concrete masonty unit shapes have been developed for a manufactured to closertolerncesthanthosepermittedinASTM wide variety of applications. The most common shapes are C90.ASTM C90 also defines the difference between hollow and shown in Figure 2. Typically, the face shells and webs are solid concrete nasotuy units. The net cross-sectional area of a tapered on concrete masotuy units. Depending on the core solid unit is at least 75%of the gross cross-sectional area. molds used in the manufacture of the units,face shells and webs In addition to the"standard" sizes listed above, concrete may be tapered with a flare at one end,or may have a straight brick is available in typical lengths of 8 and 16 in.(203 and 406 taper from top to bottom.The taper pmovidesa wider surface for mm),nominal 4 in.(102 mum)width,and a wide range of heights. mortar and easier handling for the mason. They may be 100%solid,or may have two or three cores.Like The shapes illustrated in Figure 3 have been developed ASTM C 90, Standard Specification for Concrete Building specificallytoaccommodatereirrforcement.Open-ended units Brick,ASTM C 55(ref.4), permits overall unit dimensions to allow the units to be threaded around reinforcing bars. This vary ±'/s in. (3.2 nun) from the dimensions specified by the eliminates the need to lift units over the top of the reinforcing manufacturer. Nominal dimensions of modular concrete brick bar,or to thread the reinforcement through the nasonuy cores equal the actual dimensions plus 3/a in.(9.5 nun),the thickness of one standard mortar joint. However,nominal dimensions of nomnodular sized concrete brick usually exceed the standard R . dimensions by 1/3 to 3/4 in.(3.2 to 6.4 nun). 4 { Table 1—Minimum Thickness of Face Shells and Webs(ref.5) Open end, or Double open cud unit Web thickness "A" shaped unit Equivalent Pace shell web thickness, / Nominal width thickness', Webs", in./linear footb.` of unit,in.(nun) in. (nun) in. (mom) (mm/r) Lintel unit 3 (76)and 4(102) 3/4(19) 3/4(19) P/a(136) ti 6(152) 1 (25)d 1 (25) 2'/+(188) 8(203) 13/4(32)'' 1 (25) 23/4(188) 10(254) 13/s(35)d l'h(29) 23/4(209) /��, 1'/4(32)x` �JJ�� 12 (305) 11/1(38) 11/,(29) 2'/a(209) l'h(32)°o 'Average of measurements on 3 units taken at the thinnest point ✓✓✓ ' when measured as described in ASTM C 140(ref.3).When this ` standard is used for split face units,a maximum of 10%of a split face shell area is permitted to have thicknesses less than those shown,but not less than'.;in.(19.1 mm).When the units are solid grouted,the 10%limit does not apply. "Average of measurements on 3 units taken at the thinnest point Bond beam units Pilaster units when measured as described in ASTM C 140. The minimum web Figure 3—Shapes to Accommodate Reinforcement thickness for units with webs closer than I in.(25.4 mm)apart shall be' in.(19.1 mm). after the wall is constmcted.Bond beams in concrete masonry 'Sum of the measured thickness of all webs in the unit,multiplied walls can be acconunodated either by saw-cutting out of a by 12 and divided by the length of the unit. Equivalent web standard unit,orby using bond beam units. Bond beam units thickness does not apply to the portion of the unit to be filled with are either manufactured with reduced webs orwith"hock-out" grout.The length of that portion shall be deducted from the overall webs, which are removed prior to placement in the wall. length of the unit for the calculation. Horizontal bond beam reinforecment is easily accommodated 'For solid grouted masonry construction, minimum Ike shell in these units. Lintel units am similar to the U shaped bond thickness not less than`Is in. (16 mm). beam units.Lintel units am available in various depths to caul' This face shell thickness is applicable where allowable design appropriate lintel loads over door and window openings.The load is reduced in proportion to the reduction in thickness from solid bottom confines grout to the lintel.Pilaster and column basic tee shell thicknesses shown,except that allowable design units are used to easily accommodate a wall-column or wall- loads on solid grouted units shall not be reduced. pilaster interface,allowing space for vertical reinforcement in • the hollow center. Figure 4 shows units developed for specific wall applica- ' lions. Sash block have a vertical groove molded into one end <J1>.------------- to accommodate a window sash.Sash block can be laid with the grooves adjacent to one another to accommodate a preformed control joint gasket.Cont rol joint units are manufactured with --..„,,,, one male and one female end to provide Intend load transfer - across control joints.An all-purpose or kerf unit contains two Sash unit All purpose or kerf unit closely spaced webs in the center,rather than the typical single web. This allows the unit to be easily split on the jobsite, producing two 8 in. (203 mm)long units,which am typically used adjacent to openings oral the ends orcomerofa wall.Bull- y nosed units=available witheitlera single or double bull nose, to soften comers. Screen units are available in many sizes and �3/ patterns.Typical applications include exterior fences, interior partitions, and openings within interior concrete masonry walls.Bevelled-end units,forn ing a 45°angle with the face of the unit,am used to form walls intersecting at 135°angles.Units in adjacent courses overlap to form a running bond pattern at the corner. Control joint unit Bull-nosed unit A variety of concrete masonry units are designed to in- crease energy efficiency.These uits,examples of which arc shown in Figure 5,may have reduced web areas to reduce heat loss through the webs.Webacascanbe reducedby reducingthe web height or thick ess,reducing Ile number of webs,or boll'. ilitql .""Mill". In addition,the interior face shell of the unit can be made thicker than a typical face shell for increased thermal storage,and hence further increase energy efficiency.Insulating inserts can also be 101111110\-4,„ incorporated into standard concrete masonry units to increase energy efficiency. Acoustical'nits(Figure 6)dampen sound,thus improv- ing the noise reduction attributes ofaninteriorspace.Acoustical units ale often used in schools,industrial plants,and churches, - Bevelled unit Screen units and to improve internal acoustics. Figure 4—Special Shapes I Ic t .i t t I I I;I I t �; The finished appearance of a concrete nasomy wall can be 4 varied with the size of units,shape of units,color of units and . mortar,bond patter',and surface furish of the units.The various shapes and sizes of concrete masonry units described above are I ti often available in a choice of surface finishes. Some of the surfaces are molded into the units during the nrrmuf ct uing process,while others am applied separately. Figure 7 shows some of the more conunon surface textures available.Ribs,flutes,striations,offsets,and scores are accom- plished by musing a unit mold with the desired characteristics. Figure 5—Examples of Concrete Masonry Units Split-faced units are molded with two units face-to-face and Designed For Energy Efficiency then the units are mechanically split apart. Glazed units are manufactured by bonding a permanent colored facing to a concrete mason!)unit,providing a smooth . A,N, impervious surface. Glazed units am often used for brightly- colored accent bands, and in gymnasiums, rest moms, and indoor swimming pools where the stain and moisture resistant . finish reduces maintenance.Glazed units comply to Standard Specification for Prefaced Concrete and Calcium Silicate Alaso cry Units, ASTM C 744 (ref.6). \ Ground-face units are ground to achieve a smooth finish 7 which reveals the natural colons of the aggregates. Often, Figure 6—Examples of Acoustical specific aggregates will be used to enhance the appeanmce. Concrete Masonry Units For more information on surface finishes,see TEK 2-3A Architectural Concrete Masonry Urritr(ref. I). 1. Architectural Concrete Ma- r . son_y Units, TEK 2-3A, Na- tional Concrete Masonry Asso- cialion, 2001. 2. Shapes and Sizes l)i,ectorl,Na- tional Concrete Masonuy Asso- - '^"` ciation, 1995. _ 3. Standa,d Methods of Sampling .. '*' 0 ". ' and?esiing Concrete Masonry . Units and Related Units,ASTM (�•�'+ C 140-01a1'.American Society' "1 *. i:. , ,; R ' for Testing and Materials,200 t. ` 't t , � ; , 4. Standmrl Specification fire Con- ` '4 r ; "• .t. €� r' _ ,' crele Building /trick, ASTM C ■A° ' tip• Kam' * 55-01a. American Society for•• . ' , ., r'.'.,A.ry'l'ti F:,:'.:-..,a�: � p Testing and Materials, 2001.•• f i ,, r , y ,' '• 5. Standard SpecifrcationforLoad- s Bearing Concrete Masonry '' l�,� ; '� Units,ASTM C 9O-01a.Anncri- 1 i! "' can Society for Testing and Ma- i � s ; terials, 2001. � "°~ 6. Standard Specification filr Pref- aced Concrete and Calcium Figure 7—Examples of Surface Finishes Available For Concrete Masonry Units Silicate Masonry Units,ASTM (clockwise from bottom left: split face with three scores;single score ground face; C 744-99.American Society for glazed corner unit; ground face;ground face;single score glazed ;split face;ground Testing and Materials, 1999. face;split face;center:eight-ribbed split face) Provided by: Disclaimer: Although care has been taken to ensure the enclosed information is as accurate and complete as possible, NCMA does not assume responsibility for errors or omissions resulting from the use of this TEK. NATIONAL CONCRETE MASONRY ASSOCIATION To order a complete TEK Manual or TEK Index, 13750 Sunrise Valley Drive,Herndon, Virginia 20171 contact NCMA Publications(703)713-1900 www.ncina.org 7gainf TECHNICAL DATA SHEET HYDRATITE PLUS Water Repellent and Shrinkage Control Mortar Admixture DESCRIPTION MIXING PROPORTIONS HYDRATITE PLUS is a combination of complex HYDRATITE PLUS should be mixed with the dry organic and inorganic polymers on a siliceous base Portland cement before the addition of water. Add to which, when added to mortar, minimizes shrinkage, the dry mix 1.0 pound of HYDRATITE PLUS for each controls efflorescence, increases the plasticity of the 94 pound bag of cement. Add an additional 1.0 pound mortar mix and imparts water repellency properties to of HYDRATITE PLUS for each bag of lime used. the cured mortar. Its chemical action retains mixing water in mortar long enough for proper hydration PACKAGING without shrinkage. 50 pound polylined bags USE STORAG E HYDRATITE PLUS is added to mortar used on all 40 TO 90°F. Protect from moisture. types of masonry units to prevent premature loss of mixing water, increase workability and to allow mortar SHELF LIFE to develop water repellent properties. Shrinkage is 2 years in original sealed containers, in protected controlled. Mortar joints are tight. storage. The passage of water through masonry units CAUTIONS dissolves salts of sodium, calcium and potassium, Do not use below 40°F or above 95°F. Follow carrying these salts to the surface of the unit. The practices recommended by ACI guidelines. Do not salts then crystallize to form efflorescence, an use with other additives without prior testing. objectionable discoloration of the masonry surface. HYDRATITE PLUS provides efflorescence control ENVIRONMENTAL AND SAFETY PRE-CAUTIONS during construction by preventing excessive Contains silica aggregate. Do not breathe dust. May absorption and diffusion of water through masonry cause delayed lung injury (Silicosis). IARC reports units. Crystalline silica may cause cancer in humans. In case of eye contact, flood eyes with potable water and Typical uses include below grade construction, such call a physician. DO NOT RUB EYES. Wash skin as foundation and basement walls, and above grade thoroughly after handling and before smoking or structures such as retaining walls and storage tanks. eating. Use adequate ventilation. Sweep up spilled powder and handle as non-hazardous nuisance dust according to local regulations. TECHNICAL DATA READ MATERIAL SAFETY DATA SHEET BEFORE Test Results USING. MATERIAL IS FOR INDUSTRIAL USE ONLY. KEEP AWAY FROM CHILDREN AND Ref. Hydratite ANIMALS. EMERGENCY RESPONSE PHONE Water Repellency NUMBERS ARE (800) 862-2667 TAMMS OR (800) 2"Cubes,ASTM C109 424-9300 CHEMTREC. 1/4"Immersion, 1 hour TECHNICAL SERVICE Relative Absorption,% 100 57 For other questions not answered herein please contact: - Total Immersion,2 hours TAMMS INDUSTRIES Relative Absorption 100 65 3835 State Route 72 Kirkland, IL 60146 Phone: 815-522-3394 Fax: 815-522-2323 www.tamms.com WARRANTY Seller warrants that its products do not infringe upon any copyright,patent, trademark,or trade secret nor violate the proprietary information rights of any third party. Seller warrants that its products will conform to and perform in accordance with the product's specifications. THE FOREGOING WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESSED OR IMPLIED INCLUDING BUT NOT LIMITED TO THOSE CONCERNING MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Because of the difficulty of ascertaining and measuring damages hereunder, it is agreed that except for claims for bodily injury, the seller's liability to the buyer or any other third party for any losses or damages, whether direct or otherwise, arising out of the purchase of the product from the seller by the buyer shall not exceed total amount billed and billable to the buyer for the product. IN NO EVENT WILL THE SELLER BE LIABLE FOR ANY LOSS OF PROFITS OR OTHER SPECIAL OR CONSEQUENTIAL DAMAGES, EVEN IF SELLER HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. TAMMS INDUSTRIES Kirkland,IL 60146 • 8-99 STEELCRAFT ©1 HD 0101. X-HD COI F16 AND F14-SERIES FLUSH FRAMES , . 7,,,.4 FEATURES AND BENEFITS: -:-rt. • Steelcraft F-Series Flush Frames offer the following unique T features,which enhance long term functionality and durability: C :.:'' 1. Die-mitered corner connections(head/jamb)Standard cn corners insure attractive,tight and closed miters. = r 2. Patented universal hinge preparations allow for easy field -n conversion from standard weight(.134)hinges to heavy = 1- 1. weight(.180) hinges. 3. Adjustable base anchors allow for installation adjustment T when the floor is not level. y 4. Rubber silencers are factory installed. 5. Factory applied baked on rust inhibiting primer in accordance with ANSI A250.10. I ABOUT THE PRODUCT: SPECIFICATION COMPLIANCE: The F16 and F14-Series 3-Sided Flush Frames are designed for 1. Overall frame construction for the Steelcraft F16 and heavy and extra-heavy duty applications in both commercial and F14-Series Flush Frames meet the requirements of institutional buildings.They can be installed in both interior and ANSI A250.8-1998(commonly referred to as SDI-100). exterior locations,and in virtually all types of buildings and wall 2. Hardware preparations and reinforcements are in constructions.These frames are to be installed as part of the accordance with ANSI A250.6-1997.Locations are in wall framing sequence.They can be specified and/or accordance with ANSI/DHI A115. supplied as either KD(knock-down)for field assembly prior to installation,or SUA(set-up and welded)for installation as a FIRE RATINGS: _ pre-welded unit. The F-Series Frames meet the broadest fire rating requirements.They are listed for installations requiring APPLICATIONS: compliance to both negative pressure testing(ASTM E152 The F-Series Frames are typically used in the following types of and UL-10B)and positive pressure standards(UBC 7-2 and - wall constructions: UL-10C).Refer to the"Fire Rated"section of the Steelcraft Spec Manual for particular listings. Wall Construction Application Typical Wall Anchors Masonry wrap or butted Wire masonry Existing masonry butted Bolted through soffit Wood stud wrap Lock-in wood stud anchor Steel stud wrap Lock-in steel stud anchor Steel Thickness Opening Usage Frequency' Applications 14 gage(1.7mm) Interior&Exterior Extra-heavy to Maximum duty • 16&14 gage steel doors 16 gage(1.3mm) Interior&Exterior Heavy to Extra-heavy duty • 20, 18& 16 gage steel doors • Commercial grade wood doors Steel Type Opening Applications CRS Mainly Interior • Typical building conditions Galvannealed2 Mainly Exterior • Used in locations with high humidity and/or weather exposure MATERIAL: 'Usage frequency is based on ANSI A250.8-1998 2 Reinforcements for galvannealed frames are also galvannealed F-Series Frames are supplied from either 14 gage(1.7mm)or 16 gage(1.3mm)steel.Depending on environmental and usage - conditions,the steel can be either cold rolled steel(CRS)or galvannealed.All frames are supplied with a factory applied baked on primer for ultimate field paint adhesion. INGERSOLL-RAND Details are subject to change without prior notice. ARCHITECTURAL HARDWARE ©1999 Steelcraft Co. Spec Manual 1 - F1 Printed in USA Rev R/oa r 1 1 uco ‘111111tka American Laminators PO Box 297, Drain, OR 97435 (541) 836-2191 HANDLING AND STORAGE INSTRUCTIONS FOR FiRP® GLULAM BEAMS TRANSIT DAMAGE TRUCK—When material is delivered by truck, damages should be acknowledged in writing to the driver. RAIL - If material has been damaged on transit, do not unload until the inspector for the . delivering carrier has been contacted and acknowledges the damage and presents you, the consignee, with a written inspectors report. It is the responsibility of the consignee to file . damage claims against the carriers. ERECTION AND INSTALLATION A competent erector shall erect the timber systems with appropriate resources for the erection of this system. The erector shall properly brace system and maintain member alignments until all necessary components are in place. Bracing system design and implementation are the responsibility of the erector. Minor installation corrections: trimming, moderate reaming or drilling, and use of drift pins shall be considered a usual expense of erection. American Laminators / Duco-Lam shall be notified immediately at the discovery of any error in materials, workmanship, or shop drawings. No correction shall be attempted without approval from American Laminators /Duco-Lam. Limiting exposure to moisture during jobsite storage and erection can minimize seasoning checks. Avoiding rapid changes in wood moisture levels during construction and building operation can further minimize checking. Temperature and humidity should be regulated to provide gradual seasoning of members during the first year of operation. Longer if timbers are of large volume, or have been exposed to unusual wetting during construction. - over - TABLE 1 • DESIGN VALUES FOR STRUCTURAL GLUED-LAMINATED SOFTWOOD TIMBER STRESSED PRIMARILY IN BENDINGII•Es) Bending About X-X Axis (Loaded Perpendicular to Wide Faces of Laminations) Compression Shear Parallel Extreme Fiber Perpendicular to Grain Modulus of in Bendingte to Grain (Horaontal)1^ Elasticityla Tension Zone Compression Stressed Zone Stressed Tension Compression In Tension In Tension Face Face Combination Speciesce Balanced/ F ' F` F F E Symbol Outer/Core Unbalanced (psi) (psi) (psi) (psi) (106 psi)' 1 2 3 4 5 6 7 8 9 Western Species • EWS 24F-V4 DF/DF U 2400 1850 650 650 265 1.B EWS 24F•V8 DF/DF B 2400 2400 650 650 265 1.8 • • • • • • • • • • • Bending About Y-Y Axis • (Loaded Parallel to Wide Faces of Laminations) Axially Loaded Fasteners Extreme Compression Shear Tension Compression Specific Gravity Fiber in Perpendicular Parallel to Grain Modulus of Parallel to Parallel to Modulus of for Dowel-Type Bending" to Grain (Horizontal)o•" Elasticity" Grain Grain Elasticity" Fastener Design Top or Bottom Side Face Face F� F Fy, Er F F. SG Combination (Psi) (Psi) (Psi) (10'psi) (Psi) (Psi) 006 Psi) Symbol 10 11 12 13 14 15 16 17 18 1450 560 230 1.6 1100 1650 1.7 0.50 0.50 EW5 24FY4 1450 560 230 1.6 1 100 1650 1.7 0.50 0.50 EWS 24F•V8 • • • • • • • • • • • • Glulam Design Specification We have field representatives in many major U.S.cities and in Canada who can help answer questions involving APA trademarked products. For addition&assistance in specifying engineered wood products,contact us: APA HEADQUARTERS 7011 So.19th St.•Tacoma,Woshinglon 98466•(253)565-6600•Fax(253)565-7265 www.apawood.org PRODUCT SUPPORT HELP DESK (253)620-7400•E-mail Address:help@apowood.org DISCLAIMER The information contained herein is lased on APA—The Engineered Wood Association's continuing programs of laboratory testing,product research and comprehensive field experience.Neither APA, nor its members make any warranty,expressed or implied,or assume any legal liability or responsibility for the use,application of,and/or reference to opinions,findings,conclusions or recommendations included in this publication.Consult your local jurisdiction or design professional to assure complionce with code,construction and performance requirements.Because AM has no control over quality of workmanship or the conditions under which engineered wood products are used,it cannot accept responsibility for product perfonnonce or designs as actually constructed. • Form No Y117E/Revised August 2008 APA REPRESENTING THE ENGINEERED WOOD INDUSTRY RRMTEC 17.03 ROOFING, VENTS, & WINDOWS Data sheets to follow. • ROMTEC 1 ROMTEC GABLE VENT The following is an example of the Romtec gable vent included in the design of this building. Specifications • Wire weave mesh o Plain steel, cold rolled o 1" square opening o 0.135 wire diameter o Inter crimp I-3 weave o 78% open area o 1.04 pounds per square foot • Angle iron frame • Insect screen on interior face o Color is charcoal o Mesh has 18 openings across x 16 openings down, per square inch o Diameter 0.011" • Standard finish is powder coat • See plans for dimensions s' • Lai if.* 41Filii W!!! /m • sea AMMO -..mmaesa:a... ....V.50Z-Z.A - 0 * Jaft4_ ROMTEC ROMTEC TONGUE & GROOVE DECKING The following is an example of the Romtec tongue & groove decking included in the design of this building. Specifications • 2x6 decking • Kiln dried select deck • Douglas fir rt` , . r ' L • i Residential Metal Roofing " ^"o Rook sYSrEMs for the WESTERN REGION Fabral makes residential and light commercial roofing a snap. -- �■ The elements can be tough on roofing materials,but • ;. +�.' . . ... Fabral's residential products,Horizon 16 and Ultra-Loc 16,. , • ��'� ��--- ' - s: :�:�=-! are up to the task. Tough,26 gauge,metal construction will _,1"-' bring maximum protection,low maintenance,long-lasting �`� ///�/ beauty and distinctive aesthetics to your home. —r"'�w. - - . Metal roofing is made to withstand the elements;it is 4 • 1 weather,wind,fire,insect and hail resistant and will protect 1 1 your investment for years to come. Fabral residential roof- �ff _ 5" Ili - ing products can also be installed over any solid decking. _.1 .' -,. t '"t.� For great looks and maximum performance choose Fabral. Horizon 16 1.4 -16"Coverage Width—. 1118 — T White 899•IR=.56 Charcoal Gray 851•IR=.35 - Ultra-Loc 16 k I. 16"Coverage Width—.I "8" } I� Light Gray 889•IR=.31 Evergreen 875•IR=.27 • Stiffening ribs for added strength • Light weight,energy efficient and fire resistant Caribbean Blue 881 •IR=.26 Hartford Green 821 •IR=.29 • Easy to install-can be installed over solid decking or over an existing roof • Time tested design • • Fade-resistant paint system with a lifetime finish Brick Red 898•IR=.32 Antique Bronze 854•IR=.29 - warranty for years of low maintenance beauty • I 0 popular colors,9 Energy Star Approved - Classic Burgundy 853•IR=.30 Bright Copper Penny 939 p•—•14 ENERGY ENDURACOTE!JIII -fir, PARTNER Colors shown are as close to actual colors as allowed by the printing process. Actual metal samples are available;request samples prior to installation. Due to product improve- ments,changes and other factors,FABRAL reserves the right to change or delete information here-in without prior notice. IR=Initial Reflectivity. All standard colors-less Bright Copper Penny-for the Horizon 16 and Ultra-Loc I6 are Energy Star approved. Oil canning can be caused by many factors and is not cause for rejection.If oil canning occurs,the installation of an ethofoom backer rod under the center of the boneh can sionificantiv imbrove the abbearance WET STACK STORAGE DAMAGE Storage stain, an orange peel effect on painted sheets or white rust on Galva- nized sheets, and black rust on Galvalume sheeting is the surface corrosion that occurs on when sheets get wet while tightly bundled (in skids of flat stock sheets/roll-formed panels), moisture can get between stacked panels either through capillary action or atmospheric humidity. If panels are not sepa- rated and allowed to dry, the continual wetness will prevent the formation of protective passive film on the zinc surface. (the process also known as zinc scarifying itself) The result is a stained, discolored or a paint blistered sheet for which it is virtu- ally impossible to return to its original appearance. To prevent storage stain, sheeting must be protected from contact with mois- ture whenever the sheets are in close contact (banded together in a skid) and free airflow is not available to dry the surface FABRAL alerts end users to the possibility of Wet Stack Issues with the following signage and literature: WARNING: Metal Roofing and Siding Panels Must be installed within 30 days of delivery or the Warranty will be void. Trapped moisture between panels does not allow for air to circulate freely. Trapped moisture will cause paint to bubble and eventually lose adhesion or white rust. Please inspect material, defective material should not be installed. Please contact your FABRAL Engineered ► products distributor to report defective material. FABRAL is not responsible for labor claims on installation of defective material. FABRAL typically tarps most Delta Rib and Grand Rib 3 Painted or Bare panels prior to ship- - ping. Shipments covered in a tarp will have the above signage every 2' down the center of the tarp. Panels shipped without tarps are protected by a cover sheet, cover sheets are an extra panel - (sometimes 2 pcs) on top of the skid, that may or may not be the same color as the skid it is pro- tecting, those panels will have a bright neon label (shown below) affixed to either the panel it- self or the skidding. FI4ABRI%I. METAL WALL AND ROOF SYSTEMS Store metal panels indoors when possible; if outdoors, cover and elevate. Elevate one side higher for water drainage. Never cover in plastic; use a tarp that can breath. Allow for air circulation. If a bundle gets wet, break bands and separate sheets; allow sheets to dry completely and only restack if completely dry. Product should be installed within 4 weeks of purchase and stored in accordance with our storage and installation manual. Storage and additional installation instructions enclosed. Storage and Installation Instructions FABRAL METAL ROOFING AND SIDING ALUMINUM AND GALVANIZED STEEL (Plain and Painted) IMPORTANT PROPER STORAGE When moisture remains in contact with Galvanized, Galvalume or Aluminum panels in the absence of freely circulating air, white, black, or dark gray corrosion products begin to form. Moisture can get between stacked panels either through capillary action or atmospheric humidity (if the temperature of the panels is below the dew point temperature of the surrounding air, condensation will form between the panels). If moisture becomes entrapped between the sheets, this condition can result in water stains or white rust, which can affect the service life of the metal and will detract from its appearance. If the metal panels will not be installed immediately, store them in a well-ventilated, dry area to minimize exposure to moisture. Cut the steel shipping bands and use wood blocking to elevate the panels at least 1 foot off the ground in an inclined position. This will allow circulation of air between the panels and provide positive drainage. If outdoor storage cannot be avoided, protect the metal with a breathable canvas or waterproof paper cover. Leave the bottom of the cover loose to allow air circulation between the sheets. Do NOT use plastic, which causes sweating or condensation. FABRAL METAL WALL AND ROOF SYSTEMS ■ Haartrniarters Marchtfialri WI Plant St .Incanh MN Plant fl Ii mhia Sr.Plant- ' FABRAL, in addition, includes a brochure with helpful information usually located in the stack within the top 2 or 3 panels. This brochure can also be located in - FABRAL catalogs under the Technical or Installation tabs. rax:tuuvttaa-sstss Salem OR Plant: Mooresbur TN Plant: Tifton GA Plant: (800)477-8028 800)500 059 (800)339 8311 Fax:(503)393 5813 Fax:(423)272-5070 Fax:(800)380-4784 FABRAL, additionally, addresses proper storage, in their installation hand out. FABRAL METAL WALL AM)ROOF SYSTEMS • DELIVERY, HANDLING&STORAGE • Always inspect the shipment upon delivery. Check for damage and 3i verify material quantities against 11,43• the shipping list. Note any dam i, aged material or shortages at the time of delivery. • Handle panel bundles and individ- ual panels with care to avoid dam- age. Longer bundles and panels may require two or more "pick points" properly spaced to avoid damage that can result from buck-ling and/or bending of the panels. METAL J () • • Store the panels and other materials in a dry, well ventilated area, away SYSTEM • from traffic. Elevate one end of the bundle so that any moisture that �j may have accumulated during ORDERING W shipping can run off. Be sure that air will be able to circulate freely around the bundles to avoid the INSTALLATION build-up of moisture. Never store materials in direct contact with the ground. SELF HELP ♦ Wear clean, non-marking, soft soled shoes when walking the GUIDE panels to avoid shoe marks or r dam age to the finish. Step only in the flat area of the panels. Due to proc__ _- _ = s.changes and other factors,Fabral reserves • _ :-;:,ge or delete information herein without prior notice :-77 :F.:on to make changes in products previously purchasec FABRAL,Inc FABRAL,Inc 6 1 FA'3 I 3 A I METAL WALL AND ROC)) SYSTEMS fir► � Standard Details for Metal Roofing & Siding Post Frame and Residential Structures For the Western Region: Salem, OR, Spokane, WA, Cedar City, UT Service Areas FABRAL, likewise, addresses proper storage in yet another brochure located in FABRAL catalogs under the Technical or Installation tabs. e may ea. o finish deterioration or premature corrosion. Flashings may need to be re-sealed periodically in order to maintain optimum weathertightness. for Proper Storage Store metal panels indoors when possible;if outdoors,cover and elevate. Elevate one side higher for water drainage. Never cover ase in plastic;us a tarp that can breath. Allow for air circulation. If a bundle ass gets wet,break bands and separate sheets;allow sheets to dry completely and only restack if completely dry. Product should be installed within 4 weeks of purchase and stored in accordance cial with our storage and installation manual. for Disdaimer ed. The details and written instructions described in this manual Do are suggested installation methods to ensure a quality application of our products and should be considered as a guildeline only the FABRAL recognizes that installation techniques can vary based to upon builder and geographical preferences, and that there are other acceptable ways to install our products. 3 Dektite® Pipe Flashings Dektite® Retrofit Flashings , ,.. • i -ot• r i,,.. . r * ..' _ l\ .. jillf rr. ` i * Range for normal applications. * For use in awkward applications or for repairing CIF Pleated skirt adjusts to any roof pitch for stress around failed flashings. free connections. * Unique flexible closure system in stainless steel. X16 Ribbed base for increased sealant retention and CIF Trim lines and sizes on sleeve aid accurate superior water-proofing. cutting for closest possible fit around pipe. CIF Aluminium base can be shaped by hand to any CIF Flexible rubber sleeve between independent known profile. seals at head and base allows freedom of Fixing kits available for easy installation. No movement between pipe and roof and reduces specialist tools or labour required. vibration and noise transmission. Description Description Dektite flexible pipe flashings conform to any sheet Dektite Retrofit flashings are the ideal solution for profile or roof pitch providing faster installation and the elimination of leaks around pipes or other roof dramatically reduced maintenance. penetrations where existing flashings have failed. When correctly fitted they eliminate all leaks and Providing a completely weatherproof seal,on any because they allow for movement between pipe and profiled sheet or pitch, Retrofit flashings are roof there is no risk of seal breakdown.With a life designed specifically for use where obstructions, expectancy in excess of 20 years Dektite flashings bends and cowls prevent the application of a are the ideal method of sealing pipes and services standard Dektite. from soil vents to heating flues. Retrofit flashings are quickly and easily installed by wrapping around the penetration and simply fixing down on to the roof sheet.This offers the Size Range opportunity for reliable flashings to be fitted retrospectively and dramatically reduces The rubber sleeve can be trimmed to the exact OD maintenance time and costs. required for a perfect fit,so fewer sizes are required. Size Range In fact just nine sizes cover all pipes from 5mm to 480mm. The rubber sleeve can be trimmed to the exact OD required for a perfect fit,so far fewer different sizes TEMP.RANGE SIZE OUTSIDEDIAOFPIPE are required. In fact just three sizes cover all pipes Max Max Base Rat or Deep ribbed from 20mm to 255mm. 115' 2011' diameter profiled sheet profiles—deeper EPDM Silicone up to 40mm then 40mm (grey) (red) depth depth Code No. mm mm mm DF101 - 120 5 to 65 5 to 55 TEMP.RANGE SIZE OUTSIDE DIA.OF PIPE DF102 - 160 50 to 75 50 to 65 Max Rat or Deep ribbed _ DF103 DF203 195 5 to 120 5 to 110 115' Base profiled sheet profiles—deeper DF104 DF204 235 75 to 160 75 to 135 EPDM diameter upto40mm than40mm DF105 DF205 275 115 to 195 115 to 170 (9 depth depth DF106 Df206 325 125 to 230 125 to 195 Code No. Code No. mm mm DF107 DF207 370 150 to 275 150 to 225 RF801 160 20 to 70 20 to 60 DF108 DF208 420 175 to 325 175 to 270 80102 275 50 to 190 50 to 160 DF109 DF209 650 250 to 480 250 to 420 RF803 370 85 to 255 85 to 215 R )MTEC 7.04 EXTERIOR Data sheets to follow. S 14. M. g Phillips maintains a wide variety of siding for new • The Warmth of Wood, the constructions and home Durability Consumers Demand _ improvements. Quality samples • 50-Year Limited Transferable are located at Phillips locations. Warranty Special orders are made and • Resists Moisture Damage routine deliveries are standard at • Low Maintenance each store.Phillips Building • Won't Crack, Rot or Delaminate Supply offers many types of • Withstands Termite Attack sidings including vinyl and • Non-Combustible plywood. Georgia Pacific and James Hardie Siding Products, and other reputable brands which qik - Hard ! offers numerous advantages for builders. Eight main styles of siding can be chosen from the Hardie product line. Select Cedarmill Lap Siding Beaded Cedarmill Lap Siding --m _- r_.-.. x =.�. r. - '. . i 11 4', Colonial Roughsawn Lap Siding Stucco Vertical Siding $.*YET-24.",7"f i . a n:l' .. y Click to see the rest of the Hardie product line and more siding products.. ® Thickness:3/4" Weight:4.35lbs./sq.ft. Legth:12' 3.50" 5.50' 7.25" 11.25" 5/4 HZ Rustic Grain 12' Thickness:1" Weight:7.12 lbs./sq.ft. Length:12'Boards -_ 3.50" 5.50" 7.25" 9.25" 11.25" •wt ✓ ✓ ✓ r 514 HardieTrim®NT3'.Boards Smooth ® Weight:ess:1" Weigh 5.65 lbs./sq.ft. Length:12' •no-' 3.50' 4.50" 5.50" 725" 11.25" .... .:5 ✓ ✓ ✓ ✓ ✓ 4.50"is only available in Arctic White in some areas. Copyright 2013 Contact Us I Terms&Conditions I Privacy Policy I Careers I Mobile Site What's This? James Hardie Building Products.Inc. SL-SERIES (SQUARE EDGES) FLUSH DOORS STEELCRAFT M FEATURES AND BENEFITS: Steelcraft's SL Series Doors offer the following standard features, which enhance performance and durability: 1.Core Systems that enhance the structural integrity of the door: • • Honeycomb(standard)—1"(25mm)cell kraft honeycomb ,: configuration that increases structural integrity while reducing overall weight ` - - • Polystyrene(optional)—enhanced thermal performance 1 2.Full Height, Epoxy Filled Mechanical Interlock Edges provide structural support and stability the full height of the door edges. 3.Standard Hinge Preparations for 4-1/2" (114mm)x.134" (3.3mm)standard weight or.180"(4.7mm) heavy weight hinges. 4.14 Gage [0.067"(1.7mm)) Inverted Top and Bottom Channels provide stability and protection for the top and Ali bottom edges from abuse. 5.Square Hinge and Lock Edges allow for non-handed inventory y control for local distribution. 6.Recessed DezignerTM Glass Trim provides a clean, neat and flush finish with the door surface. ABOUT THE PRODUCT: 7.Factory Applied Baked-On Rust Inhibiting Primer paint in The SL20 and SL18 Series Square Edge Flush Doors are designed to accordance with ANSI A250.10-1998(R2004). meet the architectural requirements for full flush doors. Refer to Section 11 (Architectural)for specifications and the selection and - usage guide of the appropriate door constructions. SPECIFICATION COMPLIANCE: This door construction combines the strength and dimensional stability of steel with the structural integrity of the laminate core. 1.Door construction for Steelcraft SL Series doors meets the - The continuous bonding of core to steel face sheets provides an requirements of ANSI A250.8-2003(SDI 100). attractive, flat door,free of face welding marks.Tests have proven that the construction employed has integral high resistance to impact 2. Hardware preparations and reinforcements are in accordance with damage, low thermal conductivity and high STC ratings. ANSI A250.6-2003. Locations are in accordance with ANSI/DHI A115 unless otherwise stated. To meet application,specification and performance requirements, the SL Series Door offers options including sizes, glass light designs FIRE RATINGS: and hardware preparations. SL-Series Doors are 1-3/4"(45mm)thick,with Square Edges. SL Series Doors meet the broadest fire rating requirements. They are listed for installations requiring compliance to both neutral pressure testing(ASTM E152 and UL-10B)and positive pressure INSTALLATION: standards(UBC 7-2 and UL-10C). 1. Installation shall conform to the published Steelcraft installation instructions,ANSI A250.11-2001 (formerly SDI 105)Recommended Erection Instructions for Steel Frames and HMMA 840. 2. Fire Rated Assemblies must be in accordance with NFPA Pamphlet 80. The Authority Having Jurisdiction is the final authority on issues related to the installation and use of installed Fire Rated Doors. (11PIngersoll Rand Technical Data Manual Rev.4/08 3.2.2 Security Technologies STEELCRAFT FLUSH DOORS (SQUARE EDGES) SL-SERIES Rigid Honeycomb 00 ►0r�% • Standard Laminated Honeycomb Core Optional Polystyrene Core •1" (25mm)cell, 99 pound Kraft honeycomb •1 pound (453.6g) per ft3 density slab •Honeycomb surfaces sanded for maximum adhesion •Laminated to both face sheets with contact adhesive •Impregnated with phenolic resin(resists mildew and vermin) •Labeled applications •Laminated to both face sheets with contact adhesive •Assembled door is run through high pressure pinch rollers, achieving ultimate bond ,�� ••�i�i�i ice\ 1 .111 / 0.0 itri ✓I Standard Premium Edge Construction Standard Rigid 14 Gage End Channel Construction •Beveled hinge&lock edges •14 gage inverted galvannealed top&bottom channels •Full height mechanical interlock with epoxy adhesive •Projection welded to both face sheets •Visible edge seam standard •Optional 24 gage galvannealed top caps DOOR APPLICATION AND USAGE Series Steel Thickness Opening Usage Frequency SL20 20 Ga(0.8mm) Interior-Cold Rolled Steel Standard Duty Light Commercial applications with minimal use and abuse SL20 20 Ga(0.8mm) Exterior-Galvannealled Steel 5118 18 Ga(1.0mm) Interior-Cold Rolled Steel Heavy Duty Heavy Commercial&Institutional applications with high use 5118 18 Ga(1.0mm) Exterior-Galvannealled Steel 3.2.2a Technical Data Manual Rev. 4/08 (/7)Ingersoll Rand Security Technologies SL-SERIES (SQUARE EDGES) FLUSH DOORS STEELCRAFT STANDARD HARDWARE PREPARATIONS Typical hardware applications shown. Refer to section 8 for more details. %I ii Mortise Hinge 161 Lock Inactive Leaf ASA Optional 14 Gage 7 Gage hinge reinforcement,reversible 61 L Available Strike Prep with Closer Reinforcement hinge fillers supplied Astragal attached Standard: mortised and reinforced for •Template hinge preparations for 4-1/2"x.134"standard weight hinges or for 4-1/2"x.180" heavy weight hinges. Butt hinge preparations are cut through for non-handed function; spacer plates are furnished for field installation and handing. •The cylindrical 161, 61 L and mortise 86 lock preps are the most commonly used active leaf preparations.The 4 7/8(124mm)strike prep is the most commonly used inactive leaf preparation. •Optional reinforcements for surface Closers are available. •Limited hardware applications are available. Door Sizes and ANSI A250.8 Conversions Steelcraft product selection for SL Series Doors has been matched to ANSI/SDI Level and Model designations. •In accordance with ANSI A250.8, core material is not specific to the level or model designations. Core material selection is specified based on preference and application. •Recommended minimum frame gage also applies to the frequency of operation of the opening. ANSI A250.8-SDI 100 Edge Construction Maximum Sizes Series Level I Model Description Options Single I Pair Recommended Gage of Frame Level 1 -Light Commercial SL20 1 1 Full Flush Visible 3'-0"x 8'-0" 6'-0"x 8'-0" 18 Gage[0.042"(1.0mm)] 914mm x 2438mm 1829mm x 2438mm 16 Gage[0.053"(1.3mm)] Level 2-Heavy Duty Commercial&Institutional 5118 2 1 Full Flush Visible 4'-0"x 8' 0" 8' 0"x 8' 0" 16 Gage[0.053"(1.3mm)] 1219mm x 2438mm 2438mm x 2438mm (i/,i/Ingersoll Rand Technical Data Manual Rev. 4/08 3.2.2b Security Technologies STEELCRAFT FLUSH DOORS (SQUARE EDGES) SL-SERIES DOOR EDGE CONSTRUCTION: Optional Edge Seams available in the SL Series doors: • SL -Standard feature includes visible edge seams with full height interlocked edges. Standard Visible Seam ,, SL Series Visible Seam Features �,��., • Full height mechanical interlock • Interlock filled with epoxy adhesive • Visible edge seam - GLASS LIGHT OPTIONS-REFER TO THE LIGHTS AND LOUVERS SECTION FOR FURTHER DETAILS Standard Dezigner•Trim for 1/4"Thick Glass • Optional 1/2"Thick Glass 1-1/4" [(32 mm) 3/4" t Note:Glazing type and thickness vary per job (19 mm) —.4k requirements. (9 mm) t Note: Louver size and type vary per requirements. r 3.2.2c Technical Data Manual Rev. 4/08 Ingersoll Rand Security Technologies I ECBB1101NRP . HHAGER' Product Information 00 MP A N I @13 One Family.One Brand.One Vision` - — -- Description: -ANSI A2112(Brass) -ANSI A5112(Stainless steel) -Two ball bearings -Non-removable pin with button tip and plug - available in 4 -1/2"x 4-1/2"(114 mm x mm) -Fasteners are AMS x 1/2 WS �. i -For Only use on medium weight doors or doors requiring 114 medium frequency service k. Five Knuckle Ball Bearing k. Standard Weight a� Product Specifications Fasteners: -All machine and half wood Material: -Brass w/Stainless Steel pin ANSI A2112 -Stainless Steel with Stainless Steel pin ANSI A5112 Finishes: -US15,US26,US26D,US32D HAGER' Product Information One Famly One Brand.One Vision." NFPA -NFPA 80 Standards -6.4.5 Protection Plates 6.4.5.1 - Notes: Factory installed protection plates shall be installed in accordance with the listing of the door.6.4.5.2 -Field installed protection plates shall be labeled and installed in accordance with their listing.6.4.5.3 -Labeling shall not be required where the top of the protection plate is not more than 16"(406mm)above the bottom of the door. Door Protection Plate 0.038"gauge stainless steel Product Specifications Gauge: -0.038"(1 mm) Materials: -Stainless Steel Finishes: -US32D Order: -Plates are sized on even inches.Odd size available and priced to next larger size. Options: -UL listed for US32 and US32D* `Must specify UL stamp -Self-adhesive tape available on all plates -Spanner head screws -Torx head screws -Round Corners -Wrap around side and bottom return -0.125"material Certification: -Meets ANSI A156.6 for J101 Metal Armor Plate,J102 Metal Kickplate,and J103 Metal Mop Plate CO . HAGER' Product Information DOMPA nu ED One Family.One Brand.One Vision' Notes: -Full rack and pinion operation -Precision machined, heat treated steel piston -Triple heat treated steel spindle ` Grade 1 Heavy Duty Door Closer Product Specifications Size: -1-6 adjustable Certifications: -BHMA Certified ANSI A156.4,adjustable sizes 2 to 5 -Standard -ADA Compliant ANSI A117.1 Accessibility Code -UUcUL Listed for up to 3 hours -UL10C Positive Pressure Rated -UL1OB Neutral Pressure Rated Material: -Aluminum alloy - Cover: -Full plastic cover -Standard -Slim line plastic cover -Optional -Full size plated metal cover -Optional Springs: -Double heat treated steel,tempered springs -Precision machined, heat treated Steel piston -Triple heat treated Steel spindle Valves: -Adjustable latching and sweep speed valve -Adjustable backcheck valve -Standard -Delayed action valve -Optional Handing: -Non-Handed Arms&Brackets: -Tri-Pack -Regular,parallel arm,and top jamb mount -Standard -15%power adjustment in standard arm for regular and top jamb mount Optional Arms: -Hold Open Arm -Extra Heavy Duty Hold Open Stop Arm -Extra Heavy Duty Stop Arm -Extra Heavy Duty Arm -Extra Heavy Duty Hold Open Arm -Extra Heavy Duty Cushion Stop Arm -Extra Heavy Duty Hold Open Cushion Stop Arm Fasteners: -Self-reaming,self-tapping wood and machine screws -Sex nuts and bolts Door Thickness: -1-3/4"(44 mm) -1-3/8" -2-1/4"(36 mm -57 mm) -Optional -ALM,BRZ, DBZ,GOL,US3,US26,US26D Finishes: -Rust inhibiting primer -Standard us tittnit4e CO in Rockwood Manufacturing Page 1 of l • ROCOVOOD` ASSA ABLOY,the global leader ASSA ABLOY in door opening solutions. 107 - Door Pull 8" CTC Available Finishes: ► US3LIFETIME ► White Powder Coat/WPC ►- Red Powder Coat/RPC ► Black Powder Coat/BPC ► US32DMS F US32D316 i P. US32D/630 ►- US32316 ► US32/629 ►- US28/628 ►- US26D/626 ►- US26/625 P- US10B/613 ► US10/612 ►- US4/606 k US3/605 0. 315/711 ►- 313/710 Specifications: Material: Aluminum, Brass, Bronze, Stainless Steel Fastener: 1/4-20 x 2-1/4 Thru Bolt&Finish Washer(standard 1-3/4" door). Options: • Back to back mounting in pairs — use BTB suffix and mounting type number(107BTB5). • Concealed mounting single pulls— use C suffix and mounting type number(107C6). •Advise if door thickness is other than 1-3/4". • Mounting selections for standard duty 1/4-20 can be viewed under Mounting Details on this site. • 2-1/2" Barrier Free clearance— use BF prefix(BF107). Material Size: 3/4"dia. CTC: 8" Overall: 8-3/4" Base: 3/4" Projection: 2-5/8" Clearance: 1-7/8" Weight: 1.6 lbs. ANSI A156.6: 3401 Rockwood Manufacturing Company•300 Main Street•Rockwood,PA 15557 • P 800.458.2424•F 800.822.9212•mlosiockwoodmIg w .com•ww .rockwoodmtg.com Ma Copyright 0 2000 Rockwood Manufacturing Co.Au rights reserved. http://www.rockwoodmfg.com/cutsheet.php?item=192&cutsheet=View+Cut+Sheet 5/21/2013 HAGER' Product Information c o M P,,N 1 E 0 One Family One Brand.One Vision" Options: -May be ordered cut for cylinder(CFC)or engraved"PUSH" Square Corner -Beveled Push Plate I Product Specifications Gauge: -.050"(1 mm) • Materials: -Aluminum,brass,bronze,stainless steel • Finishes: -US3, US4, US10, US10B, US26,US26D, US28,US32,US32D Fasteners: -Six(6)#6 x 5/8"OPH Tapping Screws Certification: -Meet ANSI A156.6 for J301 push plate Product Size Options Item# Size(inches) Size(mm) 305/A305 3 x 12 76 x 305 30S/A3OS 3-1/2 x 15 89 x 381 305/A3OS 4 x 16 102 x 406 30S/A3OS 6 x 16 152 x 406 30S/A3OS 8 x 16 203 x 406 • • �T iii t,� ti I -' v Ull 0 m III 0 y 17; PO Allik Mil NW 0 ii 11110 0 III r N '� rn r� Q ( TUBULAR ILEAIJBOLTS V) f�EAi�BOLT FEATURES C1. No exposed mounting screws standard on 82T/83T double 9\ D cylinder M function only(available as an option on 82T/83T K, L, and S function) 10• 7. Q 2. Full 1"stainless steel throw deadbolt ` W 3. Free-turning,wrench-resistant,tapered cylinder ring �`" ►4I ` - u 4. 82T/83T-solid extruded brass or bronze cylinder - 72T/73T-solid cast zinc with brass or bronze shell 1. 5. 5. Stainless steel for strength and corrosion resistance le 6. Simple installation;self-aligning and reversible strike I o ' - 7. May be keyed into existing BEST®masterkeyed system Si _` 8. The original interchangeable core permits instant, economical re-lock 8 i 9. ADA turn lever -. 10. Deadbolt UL listed for use as auxiliary lock type on 3 hr.fire .� 6. doors(GWXT).These locks also carry the C-UL mark which is 4 3• 2. now officially accepted in all of Canada, indicating compliance 83T Deadbolt with appropriate Canadian standards and codes C US Products protected by one or more of the following patents: 4,301,667 D290,085 4,843,852 5,590,555 5,794,472 Other Patents Pending U) SPECIFICATIONS Z Deadbolt:72T/73T—1"throw,5/e"x',"bolt. Brass nickel plated, Strikes: 0 with concealed hardened steel free-turning pin. Housing fits 1' 8TSTK—rectangular 1 '/I)"x 2 1/4"(Std.) _ bore.82T/83T-1"throw,5/8"x'/a"solid stainless steel bolt. 8TS1—curved lip 1 '/a"x 4 7/8"(ANSI A115.2) Q Housing fits 1"bore. 8TS4—curved lip 1 lex 2 3/4"(ANSI A115.3) U Faceplate: brass or bronze base material. 8TS5—high security rectangular 1 '/a"x 4'/a"(ANSI A115.1) . 72T/82T—1"x 2 '/4", 73T/83T— 1 '/8"x 2'/a" Door thickness: Fits 1 3/4"doors(standard) II — Backset: 72T/82T—2 3/8", 73T/83T—2 3/4' 72T/73T:fits doors-from 1 3/8"to 2'/e" U Trim:wrought brass or bronze cylinder rose or turn lever rose, 82T/83T:fits doors-from 1 3,"to 3" Ill 2 1/4"dia.to cover 2'/8"bore. Machined brass or bronze Finishes: cylinder ring. 72T/73T: 612—satin bronze,626—satin chromium, Cylinders:82T/83T—machined from extruded brass or bronze 82T/837: 605—bright brass,606-satin brass,611—bright bar stock.72T773T—zinc casting with stamped brass or bronze,612—satin bronze,613—dark oxidized satin, bronze shell. 625—bright chromium,626—satin chromium (1) STRIKES W r � L 1— : ':' i (11. • -r x 8TSTK Standard Strike 8TS4 Strike 8TS1 Strike 8TS5 High Security Strike Dimensions—1 '/8"x 2 3/4" Dimensions-1 'A" 2 3/4" Dimensions-1 '/4"x 4'/8" Dimensions—1 '/4"x 4'/e" (Supplied with box and screws) with curved lip.(Supplied (ANSI 115.1)(Supplied (Supplied with box and long To order with unit—STK with box and screws). with box and screws). screws). To order without unit— To order with unit—S4 To order with unit—S1 To order with unit—S5 8TSTK and finish To order without unit— To order without unit— To order without unit—8TS5 8TS4 and finish. 8TS1 and finish. and 630 finish ONLY. 2 : )D3=5MS TUBULAR EDEA E B ( //. ACCESS SYSTEMS - " FUNCTIONS () Function& Diag. Deadbolt operated by... Function& Diag. Deadbolt operated by... Z ANSI (Fed. No.) ANSI (Fed. No.) 0 K-Turnknob •Turning the key in the outside *M-Double-Cylinder • Turning the key in the inside cylinder or outside cylinder.The Costal °+ •Turning Z ing the inside turn lever. 0 inside mounting screws are concealed. Z U LL E2151,E2152(181K) E2141,E2142(181M) . L-One-Way Turning the key in the outside S-Classroom • Turning the key in the outside Deadbolt cylinder;the inside cylinder is cylinder blank ® •• Turning the inside turn lever ® 0 only retracts the deadbolt ' 0 ® (available ONLY in 82T/83T) ® E2171 (181S) Note:Can't throw the deadbolt. E2161, E2162(181L) KL-Closet Turning the turn lever only. *ATTENTION: Locksets that secure both sides of the door are O® (available ONLY in 82T/83T) controlled by building codes and the Life Safety Code.In an emer- g lj ency exit situation,failure to quickly unlock the deadbolt could be hazardous or even fatal. 82T/83T TUBE ASSEMBLIES (/) W 82TDB Deadbolt Tube Assembly 83TDB Deadbolt Tube Assembly J Bolt throw—1" Bolt throw—1" m Backset— 23/e" C Backset-23/4" i'. C Faceplate—brass or bronze Faceplate—brass or bronze L 1"x 2 Ya".self-adjusting and "Ir 1 '/8"x 2 Y4".self-adjusting and W -reversible for either door hand. I j reversible foreither door hand. N Tube—steel.fits 1"diameter J 82TDB Tube—steel.fits 1"diameter I • 83TDB bore. bore. ~ Q To order without trim—82TDB To order without trim—83TDB w and finish and finish m 3 I- - - + a `o0 • _ I- y� i .—.§--- co: 82TD5 83TD5 c0 82TD5 Drive-in Bolt Tube Assembly 83TD5 Drive-in Bolt Tube Assembly I- N throw— 1" Bolt throw—1" CO Backset— 2 3/e" Backset—2 3/4" Faceplate—brass or bronze,circular Faceplate—brass or bronze,circular. Tube—steel. fits 1"diameter bore. Tube—steel.fits 1"diameter bore. To order without trim—82TD5 and finish To order without trim—83TD5 and 626 finish HOW TO ORDER Lv 83T 7 K STK 606 ** IA Backset Core Function Strike Standard Options Housing Code Finishes c 72T—2 3/8" 7—7 pin see STK—standard 72T/73T: CS—concealed screws (82T/83T only) O 73T—2 3/4" housing above deadbolt 612 626 D5—drive-in bolt (82T/83T only) 0 . 82T—2 3/e" accepts 82T/83T only LL—lead lined (83T only) I- 83T—2 3/4" all Best S1—high security 82T/83T: NF—narrow face 1"(std.82T) cores S4—curved lip 605 606 SH—security head screws (82T/83T only) S5—high security 611 612 WF—wide face 1 Ye"(std.83T) 0 deadbolt (630 finish 613 625 Door thickness—specify if other than 1 3/4" I only) 626 690 (82T/83T only) **Must specify key mark and number of keys or designate UC for less core. 4111 i■ 1 UBUI /\ 1 L E /\ ED B CD LT : ■ 0.3=5T 3 le // ACCESS SYSTEMS I— SERVICE ECaUIPMENT • Z I<E3O4A—BORING JIG KIT KE312, KID315—FACE PLATE W MARKING CHISELS The KD304A jig kit is made \ KD325—STRIKE PLATE LOCATINGPIN for borin cut-outs in wooden _13 d doors for Fed. Spec. 160 and . tili The KD312 face plate marking chisel D 161 series cylindrical/tubular 1 locates the mortising for the face plate of Federal Spec 160(1"x 2 /4") cylindrical 0 locksets, doors 1 3/e°to 2 '/4" and tubular lockset. The KD315 faceplate W thick. The KD304A kit s marking chisel locates the mortising of _ includes the boring jig (to drill the faceplate. Federal Spec 161 • W wood doors for 2 3/8", 2 3/4", • U 3 KD304A (1 '/e" x 1/4 2'4")cylindrical and tubular 3/4", and 5"backsets), * � adaptor for 3/8"drill chuck. �. (Complete kit) locksets. A strike plate locating pin KD315 KD325 is available for use in conjunction Lv KD309 2 '/8"bit, KD318 1"dia. with Fed. Spec. 161 cylindrical and W x 9"bit, KD312 face plate marking chisel 1", KD315 face tubular locksets. (j plate marking chisel 1 1/8", and the KD325 strike plate To order designate: locating pin. , KD312 face plate marking chisel (1"). To order complete kit specify: KD304A Kit. KD315 face plate marking chisel (1 1/8"). KD325 All of the individual kit parts listed above may be ordered KD325 strike plate locating pin. separately except for the adaptor chuck and jig. C MX8 — PATENTEE KEYING SYSTEM W One of the greatest threats to key control within your facility is the unauthorized I— duplication of keys; one simple solution is the use of the MX8 Patented Keying } System by Stanley/Best Access Systems a patent-protected keying system. 4,c c u) Very seldom can a single product meet all of your exact needs,and often your level rn of convenience must be sacrificed to fit the capabilities of the product.The MX8 v Patented Keying System provides you with an significant amount of flexibility, "I I' Z enabling a solution that fits your unique balance between security and convenience. I The MX8 Patented Keying System is available in two series of keyways,the W M Series and the X Series. Each series offers a different blend of features to help - Y you maximize convenience while optimizing your security. MX8 Key & Core I The MX8 Patented Keying System has the ability to provide geographic exclusivity W to the customer and is BHMA A156.5 Grade 1 Certified. Z M Series Keyway Features W • Patented keys operate both MX8 and Standard BEST'cores(backward compatibility)with existing BEST'keyways I- < (JKLM only). Standard keys do not operate MX8 cores. d • Available in large bow, long blade, and long nose key blanks to work with special applications. • Available in core designs for use in special application locks, such as high security mortise, hotel cylinders, and glass display-case locks. CO • Utilizes the same combinating kits and key cutting equipment as the Standard BEST®keyways. CX • M Series keys operate MX8 cores and Standard (non-patented) BEST cores. Standard key blanks do not operate C MX8 cores. X Series Keyway Features • Distinctive key design includes thicker key blanks with larger bow for added strength and easier handling. • Keyways are unique to the MX8 Patented Keying System offering even higher key duplication protection. • X Series keyways utilize the standard combinating kit, minimizing the expense of system changeover. • X Series keys only operates the MX8 cores. For more information on Stanley Security Solutions'products,services,and office locations visit our web site at www.stanleysecuritysolutions.com Product information contained in this catalog has been compiled and presented with as much care and completeness as is reasonably possible.Errors or mistakes may be present,and in many cases,reliance has been placed on information supplied by other manufacturers which may be in error or which may be subject to changes or modifications by the manufacturer without notice and without obligation.Therefore,no guarantee can be made or . should be assumed or implied with regards to product information contained in this catalog. STANLEY Security Solutions Stanley Security Solutions, Inc. 6161 E.75th Street Indianapolis,Indiana 46250 www.stanleysecuritysolutions.com 10M 109FP ©2009 Stanley Security Solutions,Inc.and Stanley Logistics BASO14 3500 Series Lever NHAGER' Product Information C Cl M A A IV,I t� One Family.One Brand One Vim- Applications: -Standard duty commercial -No exposed mounting screws -Non-handed -Conventional cylinder or Small Format Interchangeable Core housing available i Notes: -Blank plate projection is 13/16"(21 mm)for Functions 25 and 79 -Interchangeable Cores are not available on { Apollo knob - I ', . .Alp Grade 2 Cylindrical Lever ea, il- Product Specifications Certifications: -BHMA Certified ANSI A156.2,Series 4000,Grade 2 -ADA Compliant ANSI A117.1 Accessibility Code -UUcUL Listed for all functions up to 3 hours"A"label single doors -ANSI A250.13 Severe Windstorm Component -UL10C Positive Pressure Rated -UL1OB Neutral Pressure Rated -Lifetime warranty Exposed Trim: -Knobs:wrought brass or stainless steel -Levers:cast zinc -Rose:wrought brass or stainless steel Lock Chassis: -Heavy gauge steel,zinc dichromated for corrosion resistance -Free wheeling(levers only) -Removable thru -bolts - Failure to install thru -bolts and removable screw posts voids BHMA certification,UL Rating,and Warranty. - Rose Diameter: -3-11/32"(85 mm)levers;3"(76 mm)knobs Keys: -Two operating keys supplied per lock Cylinders: -Brass -Keyed Different -C Keyway -Other keying options,including keyed 6 -pin,available from the factory - Interchangeable Core -Brass 6&7 pin -Uncombinated&Combinated -Drilled 6-pin,Keyed 5-pin-Standard -Small Format Interchangeable Core housing available -SFIC uncombinated or combinated,brass 6 -or 7-pin sold separately Door -Levers: 1 -3/8"-2"(35 mm -51 mm) -Knobs:1-3/8"-1-3/4"(35 mm -54 mm) Thickness: Backset: -2-3/4"(70 mm) -Standard -2-3/8"(60 mm) -Optional -3-3/4"(94 mm) -Optional -5"(128 mm) -Optional Latchbolt: -1/2"(13 mm)Throw -Stainless steel -1-1/8"x 2-1/4"(25 mm x 57 mm)Faceplate for 2 -3/4"(70 mm)backset - Deadlocking latchbolt prevents manipulation when door is closed;keyed functions only -1"x 2-1/4"(25 mm x 57 mm) Faceplate for 2 -3/8"(60 mm)backset Strikes: -3935 ASA 1-1/4"x 4-7/8"(32 mm x 124 mm)strike -Standard Functions: -50 Office -53 Entry -70 Classroom -73 Corridor -79 Keyed Communicating -80 Storeroom - 10 Passage -40 Privacy -25 Exit Only - 17 Dummy -27 Back-to-Back Dummy - Finishes: -US3,US4,US10,US10B,US26,US26D(Levers only) -US3,US32D(Knobs only) Options: -Lead Lined(Levers Only) -Tactile Knurling(Levers Only) -Split Finish -Additional latchbolts and strikes available Standard door -2-1/8"diameter(cross bore) -Latch hole:1"diameter(edge bore) prep: Lever options: -Apollo knob;Archer,August,Withnell levers .aPIECEMP M490/M492 High Security Series Electromagnetic Lock Overview The M400 Series line of electromagnetic locks from Schlage are designed with the customer in mind to be robust,easy to install, and secure.The new bayonet mounting feature makes installs easier,allowing the installer to have their hands free during the mounting process.There is no need to consider door handing as all the M400 Series electromagnetic locks are both non-handed and symmetrical,allowing optimum placement of the magnet no matter Features the application. • Bayonet mount makes installation simpler by not requiring magnet to be held overhead while All M400 Series locks have automatic voltage sensing for 12 and 24 mounting screws are installed volts along with polarity protection to make wiring less complex. ▪ New design allows for RH/LH configuration in The M490 is tested and certified to meet or exceed UL1034 and the field BHMA 15001b.hold force requirements. • Armature mount allows armature to pivot - The M490 electromagnetic lock comes in two configurations to compensating for slight opening imperfections meet your specific security needs.The M490 provides basic security, • Limited Lifetime Warranty while the M490P provides intelligent sensing and reporting features needed to integrate with access control systems. Additional options • UL1034 and BHMA Gradel*certified are available for the M490P. Kits are available for top jam,double • 1500 lb. Hold Force door,and glass door applications. • See page 2 for additional features and options *Currently Grade 2, Grade i testing in progress at the time of initial publication of this data sheet. (IL 0 Ingersoll Rand Security Technologies ADDITIONAL FEATURES M490/M492 M490/M492 Electromagnetic Lock Specifications • Automatic Voltage Selection(AVS)senses the Specification . M490/M490P M492/M492P voltage applied to the lock and responds accordingly Holding Force meets or exceeds BHMA 1500 lbs.per door leaf M490P/M492P standard of 1500 lbs. • Magnetic Bond Sensor(MBS)monitors the Input Voltage 12/24 VDC strength of the bond between the lock and armature (Standard Unit) so you know the door is secure Current Draw .65A @ 12 VDC 1.3A @ 12 VDC • Door Position Switch(DPS)monitors whether the (Amps Standard Unit) 35A @ 24 VDC 7A @ 12 VDC door is open or closed Automatic Dual 12/24 VDC Voltage • Relock Time Delay(RTD)provides a relock delay Height 3" 3" that is adjustable from 0.5 to 30 seconds Length 12-1/2" 25-1/16" Optional Width 1 -3/4" 1 -3/4" - Anti Tamper Switch(ATS)provides an indication that the cover of the magnet is securely fastened to Weight(approximate) 14 lbs. 28 lbs. the lock and that the on board circuitry is secure Certifications UL1034,UL10C,ANSI/BHMA156.23 - MBS Indicator(LED)provides visual indication of Temperature 0°-49°C(32°120°F) magnetic bond at the lock Wire Gauge 14-22 AWG OPTIONS (for all) • Herculite Door Bracket Filler Plates and Angle Brackets Specifications • Top Jamb(inswinging doors) M490 M492 Length 10-1/2' 20-5/8' Filler Plates Width x Height 1-1/4'x1/8" 4901F 4921F 1-1/4"x1/4" 4902F 4922F 1-1/4"x 3/8" 4903F 4923F 1-1/4"x1/2" 4904F 4924F 1-1/4"x 5/8" 4905F 4925F 3/4"x1/2" 4906F 4926F 3/4"x 5/8" 4907F 4927F 3/4"x 3/4" 4908F 4928F Angle Brackets Width x Height � Plate No. Plate No. 1"xl" 4901A 4921A 1-1/2'x1" 4902A 4922A 1-1/2"x 1-1/2" 4903A 4923A 1-1/2"x 2" 4904A 4924A 1-1/2"x 2-1/2' 4905A 4925A (i )ingersoii Rand Security Technologies 877-671-7011 • schlage.com ©2010 Ingersoll Rand ES-5904 07/10 • ZEINEW Accessories Features Exit Sensors •The Scan II'" is a Passive Infrared Detector specifi- . cally designed for"request to exit" applications. It has an adjustable relay latch time, is internally • pointable, and provides two Form "C" sets of relay - it////0. contacts. • Enclosure design consists of a three piece, high -.. .. impact ABS plastic enclosure with fresnel lens. Available in white or black. •Coverage area is up to 8 by 10 feet (2.4m by 3m). Coverage is dependent upon mounting height and pattern angle. • Pattern Pointability is ± 14° @ vertical. \. •Surface mounting height range is from 7 to 15 feet Scan •!P (2.1 m to 4.5m). Specifications •Output—Two Form "C" relay contacts rated 1A @ 30 VDC for DC resistive loads. •12/24 VDC, 26 mA Q 12 VDC or 24 VDC • Relay Latch Time is adjustable up to 60 seconds. •Output Two Form "C" relay contacts rated 1A Q 30 VDC •The relay mode can be programmed by the for DC resistive loads installer to reset when the timer expires or to •Operating Temperature -20°F to 120°F (-29°C to 49°C) remain activated until motion stops.The fail •Size 1-1/2" (38mm) H x 6-1/4" (159mm) W x 1-1/2" (38mm) D safe/fail secure mode can also be selected. •UL Listed •Unit features an externally visible activation LED. - 43 3.0 1.5 OMeters 13 3.0 4.5 0Meten 13 Meters 13 3.0 43 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 Pointed Pointed 5 /I\ 1.5 5 tat 14° '\\ at-14' 1.5 z 10 3.0 10 ■\\N\,_ 0 15 43 15 % 45 15 10 5 0 Feet 5 10 15 0 Feet 5 0 Feet 5 10 1S Front View Side View 45 30 15 0MMen 15 30 II Iry�y�I yy . . I.5 - T I I I'r� I ll n - I = S ,,,!1.1r-----,,17,. ............: le le- e O 31 r i o 1 .S 15 Emsn■In - Ili 2111., Ar : ar:—...7 1 MI gr IIII II 15 10 5 05.1 5 • 15 A 3.0 IS 0Me1ns 15 3A - 0 in =DI - El Wanted a7feet - © w,0 - ❑Masted,tutea 11 gli .t 0 feet OMelns 50 5 0ee5 5 10 Standard Pattern Standard Pattern Shown wall mounted,angled 14°down. Shown wall mounted,angled 14°down. lRV p Ingersoll Rand Questions? Call:866-322-1237 • FAX:866-322-1233 • Visit us on the Internet at www.schlage.com 119 Security Technologies Schlage-Electronic Security • 575 Birch Street • Forestville,CT 06010 LOCK.Pushbuttone 9/19/02 10:14 AM Page 1 —4-- LOCKNETICS. - New Locknetics 620 Series Pushbuttons offer significant installer-friendly innovations: screw terminal connections for the momentary action models, easy to install L2/ILL optional PC board offering backlit illumination for the button as well as green and red leds for monitoring purposes. Additional options include: Delayed Action, Double Pole Double Throw, Heavy Duty Plate, and several architectural finishes. Alternate Action and Narrow Stile configurations are available.The 620 Series Pushbuttons is available in three sizes: 1-1/4", 1-5/8" Mushroom and 2-3/4"Mushroom. New to the pushbutton color choices is the CDOaw-in the°Bark(GID), which is offered across the line. There are two metal 1-1/4" button choices as well. The 620 Series replaces the 703, 704, 705 products and 600 Series Pushbuttons previously offered from Locknetics. Select Pushbutton 1-1/4"Button 1-5/8"Mushroom Button '-, ,tt _ *.,_ 0 6. ,, - 621 621-NS 623 623-NS _ 2-3/4"Mushroom Button 1-1/4"Metal Button S r f.s 625 625-NS 631 631-NS Select Button Option GID-EX GID-H GIB RD-EX RD GR-EX GR BL-H I BK PUSH PUSH PUSH 621 TO 6... TO TO Contact ratings: 621 -NS EXIT EXIT EXIT :5 amp 0 250VAC,NO and NC contacts •6 amp it 125VAC,NO and NC contacts 623 PUSH PUSH PUSH :10 amp®250VAC,NO and NC contacts 623-NS TO �� TO TO (S. Red or Green LED's,12 and 24 volts AC or DC EXIT EXIT EXIT Momentary action:standard 625 PUSH PUSH PUSH Alternate action:optional 625 NS TO (� TO TO (S.TO Plate:Stainless steel EXIT EXIT EXIT 621 rAL-Bq AL 621-NS PUSH 631 TO 631-NS EXIT sin)Security&Safety ---*---- kewn seers hevan feMNleas ILOCK.Pushbuttons 9/19/02 10:14 AM Page 2 LOCKNETICS. Select Options _ DA Delayed Action AA Alternate Action/Maintained DP Double Pole Double Throw L2/ILL 3 LEDs-green/yellow/red concealed within opaque cone HDP Heavy Duty Plate 1-1/4"s thick Cast Zinc(Standard-626 Satin Chrome Finish) 1-31` DA-Option - 2-1I AA-Option Q / -rm _ .w li /4-ii ■I t:-11111111P7).J 4tm n',l I. C Q :.x t t IN ` DP Option illillimar IIIIIIIIIIIIIIIII 3,,,, t..2_-1/II' 0 0 (. I 0) 4./2' 0 Li o o L C 1 -110-Al I \ Standard Standard(NS) Heavy Duty Plate(HDP) Heavy Duty Plate(HDP-NS) Single Gang Narrow Stile Single Gang Narrow Stile NOTE:Single pull(SPDT)standard dimensions featured above-DP Option. 600 Series Cross Reference to Select Special Finishes Includes Heavy Duty Plate(HDP) NEW 620-630 Series Pushhuitons 600 Series New 620&630 Series SF-605 Bright Brass 601/602 621/621-NS SF 612 Satin Bronze SF-613 Oil Rubbed Bronze 603/604 623/623-NS SF-625 Bright Chrome 605 625 SF-626 Satin Chrome(standard) 631/632 691/632-NS SF-1 White Powder Coat SF-2 Black Powder Coat 701/702 701/701-NS 703/704 623/623-14 705 625 709 709 LOCKNETICS /R) Security & Safety 575 Birch Street Forestville,CT 06010 Proven Source.Proven Solutions.' 860-584-9158 phone 860-584-2136 fax www.locknetics.com www.i rs ec u ritya nd saf ety 2002 Ingersoll-Rand Form LK-2034 Rev.09/02 Printed in the U.SA. An/RANNetsoli Rand business . AL 4ODUL M(R) Multi-Output Access Control A l t ro n i x Power Supply/Charger Rel DSAL400ULM-LO5F Overview •These multi-output access control power supply/chargers are specifically R designed for use with access control systems and accessories.These units convert a 115VAC/60Hz input into five(5)individually protected Class 2 Rated power limited I2VDC or 24VDC outputs(see specifications). Each output will route power to a variety of access control hardware devices including Mag Locks,Electric Strikes, Magnetic Door Holders,etc.These outputs will operate in both Fail-Safe and Fail-Secure modes.Controlled trigger input is achieved through normally open(N.O.)or normally closed (N.C.)supervised input or the polarity reversal from an FACP(Fire Alarm Control Panel).A form"C"dry output relay enables HVAC Shutdown. Elevator Recall or may be used to trigger auxiliary devices. AL401OULM AL400ULMR •Grey enclosure. I •Red enclosure. Specifications • 12VDC or 24VDC selectable output. • Automatic switch over to stand-by battery when • 12VDC @ 4 amp or 24VDC @ 3 amp supply current. AC fails(zero voltage drop). • Five(5)individual Class 2 Rated power • AC fail supervision(form"C"contacts). limited outputs rated @ 2.5 amp. • Low battery supervision(form"C"contacts). • Current limit is 12VDC or 24VDC(a 2 amp • Battery presence supervision(form"C"contacts). per output. • AC input and DC output LED indicators • Input 115 VAC/60Hz, 1.45 amp. (power supply board). • Input fuse rated @ 3.5 amp/250V. • Red LEDs indicate condition of power outputs • Fire Alarm Panel or Access Control System trigger (multi-output board). inputs.N.O.or N.C.supervised trigger input and • Power& input trigger LEDs(multi-output board). polarity reversal trigger input. • Enclosure: • Output relay energizes when unit is triggered -Combination knockouts re 12"and 3/4" (form"C"contact rated 1 amp @ 28VDC). -Accommodates up to two(2)12VDC/7AH batteries. • Power fail supervision relay(form"C"contact rated • Product weight: 1 amp®28VDC). - AL4000LM: 7.7 lbs. • Filtered and electronically regulated output. - AL400ULMR: 7.8 lbs. • Short circuit and thermal overload protection. • Shipping weight: • Built-in charger for sealed lead acid - AL400ULM:8.7 lbs. or gel type batteries. - AL400ULMR: 7.7 lbs. • Maximum charge current.7 amp. Agency Approvals U` UL Listed for Access Control Systems Units M EA MEA-NYC Department of (UL 294). ..4;:_:e, Buildings Approved. UL Listed Standard for Power Supplies for Use with Burglar-Alarm System Units(UL 603). - - - UL Listed Hospital Signaling and Nurse Call ' :1 CSFM -California State Fire Equipment(UL 1069). �1 Marshal Approved. UL Listed Standard for Safety for Fire Protective Signaling Systems(UL 1481). aph CUL Listed-CSA Standard C22.2 c No.205-M1983 Signal Equipment. A I t r o n i x® PT724A, DPT724A, PT724AE Single Channel Annual Event Timers Rev.DSPT724A-A25F Overview _ r • Models PT724A/DPT724A/PT724AE are extremely versatile 24 Hour 365 Day k' v Event Timers designed to support a wide range of applications: Home and F Building Automation, Security,Access Control, Lighting Control, Etc. • PT724A/DPT724A/PT724AE are equipped with an independently controlled • PT724A form"C"relay contact that provides many latching and/or momentary operations during a program schedule of your choice. Events may be set for single or multiple operations on a daily and/or weekly schedule. PT724A DPT724A PT724AE • Timer module. • Timer module • Timer module in equipped with Snap enclosure. • Trac for DIN rail mounting capability. PT724AE Specifications • 12 to 24 volts AC or DC operation • 10 programmable Holiday dates. • Standby current: 10mA(relay off) 50mA (relay on). •"First man in"option. •Battery charging current: 100mA. •Alphanumeric LCD display simplifies programming. •Form"C"relay contacts are rated • Standard or Daylight Savings Time settings. 10 amp @12OVAC/28VDC. •Automatic compensation for leap year. •EE Prom memory protects against loss of •Built-in charger for 12VDC sealed lead acid or gel programming due to power failure. type batteries (Max charge current 100mA). •Accurate crystal controlled clock. •Lithium battery backup maintains clock(optional). • Momentary and/or Latching Events. Order Altronix part#LB2032. • 50 individually programmed daily/weekly events. PT724AE: • Block programming capacity can accommodate a total • Product weight: 3.3 lbs. of 350 events per week. • Shipping weight: 3.9 lbs. Board Dimensions (approximate) PT724A: 5.25"W x 3"L x 1"D Mounting Diagram 00.156" 0.18" 111= 4.9" 3.0" 2.4" J_ 5.3" ST3 Mechanical Drawing DPT724A 8,5- .1'5 -.625- .3125 3.4375 3.25 2.75 2.6875 Enclosure Dimensions PT724AE: 8.5"1-I x 7.5"W x 3.5"D 7.25" r3.625" 1., a, a 'J 330" 125" 0.60" �•--.. 6.05" •••-+ 1.12L 5" 4 1.125" 2.00" as 200" �J `J 11.125" 060" 6.05" 0.60" 115" 3.50" 330" _ I.00" 1.00" j. 5.25" [ I.00 Altronia Corp.-140 581h Slrect,Brookh II.NV 11220•718-567-8181•888-258-7669•allroni5.com uPJTERMATIC I I ernes Electromechanical Time Switches Project: Location: T100 Series Product Type: The T100 Series Mechanical Time Switches are heavy-duty switches that have the highest horsepower ratings in the industry for industrial, Contact/Phone: commercial and residential applications. Model #: Features • Provides direct 24-Hour control of most loads — • • 0 1 • Control electrical loads up to 40 Amps + • 1 to 12 ON/OFF operations each day • Minimum ON/OFF times of 1 hour -� • Manual override • a • All models equipped with one ON and one OFF tripper ✓ : Ratings Enclosure Type: See table Knockouts: Combination I/2"- 3/4" nominal knockouts, one on T101R back and on each side, and two on bottom Switch Type: See table Switch Rating: Each Pole 40 Amp Resistive, 120-480 VAC I 40 Amp Tungsten, Inductive or 1000 VA Pilot Duty, 120-277 VAC 2 HP (24 FLA) 120 VAC j - 5 HP (28 FLA) 240 VAC single-phase Power Input: 3 W Maximum Operating Temperature: -40°F to 130°F(-40°C to 54°C) T104PCD82 Shipping Weight: Type 1 - 3 lbs. (1.4 kg) Type 3R - 4 lbs. (1.8 kg) Warranty: Limited 1 year i .' \ ift,T,■ j T101 Model with Model with Model with Type 3R Model with Switch Clock Hz Amps/ HP Type 1 Steel Type 3R Steel Plastic Plastic Type 3R Type Motor Volts Pole Rating Enclosure Enclosure Enclosure Enclosure with See Through Cover T101 T101R T101P T101PCD82 SPST 125 60 40 2 - T102 T102R T102P - SPST 208-277 60 40 5 T103 T103R T103P T103PCD82 DPST 125 60 40 2 - T104 T104R T104P T104PCD82 DPST 208-277 60 40 5 T104-50 - - - DPST 208-277 50 40 5 T101B•* - - - SPST 125 60 40 2 T105 - - 1 NO/1 NC* 125 60 40 2 N/A T106R - - 1 NO/1 NC' 208-277 60 40 5 'Can be wired SPDT **Separate Clock Motor Terminals ^NTERMATIC' V Energy Controls • RONITEC 17.05 PLUMBING AND PARTITIONS Data sheets to follow. TOILET FIXTURE 4110/4/ 15 4110 BACK SUPPLY 4115 TOP SUPPLY Wall Hung, Blowout Type J rr These Toilet Fixtures are designed for high security areas with an accessible pipe chase. The fixtures are fabricated using 14-gauge type 304 stainless steel,seamlessly welded to form a one piece, vandal resistant unit. Internal piping is stainless steel. Exposed surfaces are polished to a satin finish, except for the integral seat which is polished to a bright mirror finish. . _ PERFORMANCE Metcraft bowls and assemblies are designed to withstand Unit may be pictured with some optional features. 5000 lb. (22kN) loading without permanent deflection and damage. They meet or exceed ASME 112.19.6M for hydraulic performance and ASME 112.19.2M for physical dimensions. The trap will pass a 25/8" (67mm) dia. ball. A minimum 1" RECOMMENDED FLUSH VALVES (25mm) supply providing 25psi (172kPa) flushing pressure is required. SLOAN ZURN DELANY Concealed water saver 611 Z6611 F540 Water Consumption: Concealed low consumption 611-1.5 Z6611-1.5 F540-1.5 With a water saver flush valve- 3.5 gpf(13 liters) Exposed water saver 110 Z6606 F439 With a low consumption flush valve - 1.6 gpf(6 liters) Exposed low consumption 111 Z6606-1.5 F439-1.5 INSTALLATION STANDARD FEATURES An accessible pipe chase is required. Six 1/2" (13mm) dia. • Plated steel concealed anchor rods and fasteners. plated steel anchor rods screw into sockets on back of the . 4110 back supply connection 11/2" (38mm) FIPT. fixture. Anchor rods pass through the wall and are secured • with washer lugs and hex nuts on the chase side of the wall. 4115 top supply connection 11/2" (38mm) MIPT. No exposed fasteners are used. The installer must provide • Integral elongated seat. wall openings for anchor rods and piping per rough-in • Self draining flushing rim. drawings provided by Metcraft. • Blowout flushing action. NOTE: A security frame (wall sleeve) is recommended • 3"(76mm) OD toilet waste tube with plain end extended when installed on a new block (CMU) or poured concrete 4" (102mm) past back of fixture for NH type connection. wall. A security frame is not appropriate for hollow wall construction. • Fully enclosed trap. OPTIONS & ACCESSORIES Listing of available options and accessories is located at the back of this section. I .i rc IRF - 1 N DLO B T R I C M 1 NC . - 301 S.E.Thompson Drive- Lee's Summit. MO 64082 -816-554-0300-FAX: 816-554-0307-www.metcraftindustries.com 1 4110/4115 TOILET FIXTURE FIXTURE PLAN VIEW 11111111111 i 24.25' (616) Iv o Ion . ,.., ,, FIXTURF RIQE VtFW is:;in . _,�ltJ 4- 2.75' (701 WALL ELEVATION VIEW ffI t . .rd.f 0 i'I4-�. 0 5 0 9.5" (241) r- • • i i • o .4 M = N \ A 00 i0 [-7 so r.. . O1 N n %/ C in ^f 0 O; -- FINISHED FLOOR G. / FINISHED FLOOR o 6 4" (102) ROUGH-IN INFORMATION 0 8"x 8"(203mm x 203mm)wall 1"(25mm)dia.wall openings for 0 Mirror finish seat opening for toilet waste connection anchors(6) 0 3"(76mm)wall opening for 11/2" ® 11/2"(38mm)MIPT top supply inlet (38mm)FIPT flush supply inlet (model#4115) (model#4110) Due to continuous product improvement Metcraft reserves the right to make changes in design and specifications without prior notice.All dimensions should be verified with the factory for current information. 2004 M ETC RAFT 2 301 S.E.Thompson Drive-Lee's Summit.MO 64082-816-554-0300-FAX: 816-554-0307-www.metcraftindustries.com TOILET FIXTURES OPTIONS & ACCESSORIES THE FOLLOWING OPTIONS & ACCESSORIES ARE FOR TOILET FIXTURE MODEL NO'S: 4105, 4110/4115, 4120/4125, 4140/4145, 4160/4165, 4170/4175 ACCESSORY ITEMS ANTI-FLOOD OPTIONS - A120 Security frame(wall sleeve) AFH Hydraulic Anti-flood device A168 Metal template Only available on rear mounted, rear supply models which include: TOILET SEAT 4105 HS Hinged white plastic seat (no cover) 4110 4120 TOILETRY ACCESSORIES 4140 A720 Wall mounted tissue holder 4160 4170 TOILET WASTE Not available on Top supply or Front mounted models PL Waste extension 3" (76mm) into chase which include: GW Gasket waste outlet 4115 4125 TOILET WASTE PLAIN END COUPLINGS 4145 A210-1 3" (76mm) s/s to 4" (102mm) CI 4165 A210-2 3" (76mm) s/s to 4" (102mm) PL 4175 A210-3 3"(76mm) s/s to 3" (76mm) CI 4500 A210-4 3" (76mm) s/s to 3" (76mm) PL 4610/4615 4620/4625 TOILET WASTE NO-HUB CLEANOUT TEES 4640/4645 4641/4646 A215-3 3" (76mm) 4660/4665 A215-4 4" (102mm) 4670/4675 TOILET WASTE PINNED CLEANOUT PLUGS A216-3 3" (76mm) A216-4 4" (102mm) GASKET WASTE CONNECTIONS A228 Torque 4" (102mm) NH floor TOP SUPPLY MODELS: A615 Flush valve enclosure BACK SUPPLY MODELS: A611 Flush valve access panel 15"(381 mm)x 19"(483mm) ETC RAFT 301 S.E.Thompson Drive-Lee's Summit. MO 64082- 816-554-0300- FAX: 816-554-0307-www.metcraftindustries.com 3 Royal® Model 0/111 Flushometer ► Description Exposed Water Closet Flushometer,for floor mounted or wall hung top spud bowls. C ■ ► Rush Cycle ❑Model 111-1.6 Low Consumption(1.6 gpf/6.0 Lpf) ❑Model 110 Water Saver(3.5 gpf/13.2 Lpf) I1 -�■ ► Specifications Quiet,Exposed,Diaphragm Type,Chrome Plated Closet Flushometer for left or right — I handwith the following features: • PERMEX® Synthetic Rubber Diaphragm with Dual Filtered Fixed Bypass F. - l • ADA Compliant Metal Oscillating Non-Hold-Open Handle with Triple Seal Handle Packing • 1"I.P.S.Screwdriver Bak-Chek•Angle Stop • Free Spinning Vandal Resistant Stop Cap • Adjustable Tailpiece • High Back Pressure Vacuum Breaker Flush Connection with One-piece Bottom Hex Coupling Nut • Spud Coupling and Flange for 114"Top Spud • Sweat Solder Adapter with Cover Tube&Cast Wall Flange with Set Screw • High Copper,Low Zinc Brass Castings for Dezincification Resistance • Non-Hold-Open Handle,Fixed Metering Bypass and No External Volume Adjustment to Ensure Water Conservation • Flush Accuracy Controlled by CIDTM Technology • Diaphragm,Handle Packing,Stop Seat and Vacuum Breaker molded from PERMEX® Rubber Compound for Chloramine Resistance Valve Body,Cover,Tailpiece and Control Stop shall be in conformance with ASTM Alloy Classification for Semi-Red Brass.Valve shall be in compliance to the applicable jir sections of ASSE 1037. ► Variations ❑HL-3 3"Metal Oscillating Push Button on Front of Valve(does not meet ADA requirements) Made with ❑H Handle on Front of Valve Renewaae Energy ❑TP Trap Primer D YG Extended Bumper on Angle Stop(for seat with cover) ❑YO Bumper on Angle Stop(for open front seat without cover) ❑SG SaniGuard®Antimicrobial Handle and Socket ► Accessories See Accessories Section of the Sloan catalog for details on these and other Flushometer - - r21/4"MIN. variations. (57mm) so ^ 1" I.P.S. �% �'�� SUPPLY • fires Consult Sloan for Sloan brand matching fixture @rie 4314" (121mm) options. e carom ,� 111/2" CENTERLINE LINE m (292mm) OF FIXTURE O cradlaroaadle • SP Certified Listed by LA.P.M.O. SILVER Conhp110 This space for Architect/Engineer approval Job Name Date CENTER LINE - OF WASTE Model Specified Quantity FIN. Variations Specified FLOOR FIN. CustomerMlholesaler WALL Contractor Architect The information contained in this document is subject to change without notice. SLD#N® SLOAN VALVE COMPANY•10500 SEYMOUR AVE.•FRANKLIN PARK,IL. 60131 Royal 110/111 S.S.—Rev.1 e(03/12) Ph:1-800-982-5839 or 1-847-671-4300 • Fax:1-800-447-8329 or 1-847-671-4380 Copyright©2012 SLOAN VALVE COMPANY www.sloanvalve.com db 4675'W 160th St. Dearborn Cleveland 160th CAST GRID WHEELCHAIR Ph.1800)321-9532 Brass Fax:{8001321-9535 PATENT OUTLET PLUG ,,,r„dearhnmbnss cnr SUBMITTAL SPECIFICATION Engineering Specification: Dearborn Brass Semi-Cast Wheelchair Grid Patent Overflow Job Reference Plug with 1-1/4"– 17 gauge tailpiece. DESCRIPTION • Chrome Finished • Includes: Cast Grid, P.O. Plug with nuts and washers, 90° Elbow and 17 gauge tailpiece • Designed for installation in most commercial �� �4 applications �� 2-115"—j Dla l Sr l ••I 5-1/4 7-117 Product Description Carton Carton Weight(Ibs) No. Quantity 760W-1 Semi-Cast Grid Wheelchair Patent Overflow Plug 10 14 with 1-%"—17 gauge Tailpiece Data is subject to manufacturing tolerances. Visit www.dearbornbrass.com for updates 03/2009 a67sw.teocn sr. d b Dearborn Cleveland O1.9532' BRASS TUBULAR Ph.,dea 321.9532 Brass Far (800 321-9535 1-'A" P-TRAP WITHOUT CLEANOUT ��,;,•;dearbomGrass.etr� SUBMITTAL SPECIFICATION Engineering Specification: Dearborn Brass 1-'/ Brass Tubular P-Trap without Cleanout are Job Reference • designed for use in tubular drain applications. Available in 17, 20 or Budget Gauge Brass. Options include Brass Nuts, Deep Flange, Longer Wall Tube and Ground Joint. DESCRIPTION • Chrome Finished • 1-%" P-Trap Without Cleanout o (1) Metal Flange o (1) Quarter Bend o (1)J-Bend '�"" l o (2) Rubber Washers :;Q L. o (2) Nuts B" • --- 7-112 ill -1 _ 1—Till jel.11 1111 11"..MMMIIIIMII 1-1/4" IL D. II fI! j " -- AmooZio MI 3.1/4"APPROX SEAL Ji Product Description Carton Carton Weight No. Quantity (Ibs) 2700-1 1-''/."P-Trap—Budget Ga. 25 18 2700A-1 1-'A"P-Trap—Budget Ga.w/9.50"Wall Tube 25 21 2700DF-1 1-''/."P-Trap—Budget Ga.w/Deep Flange 25 19 700-1 1-'/."P-Trap—20 Ga. 25 24 700A-1 1-'''/"P-Trap—20 Ga.w/10"Wall Tube 25 31 700BN-1 1-'/4"P-Trap—20 Ga.w/Brass Nuts 25 25 700DF-1 1-'/m"P-Trap—20 Ga.w/Deep Flange 25 24 700DFBN-1 1-'/."P-Trap—20 Ga.w/Deep Flange and Brass Nuts 25 25 701-1 1-'/,"P-Trap—17 Ga. 25 29 701BN-1 1-Y.."P-Trap—17 Ga.w/Brass Nuts 25 31 - 701DF-1 1-N."P-Trap—17 Ga.w/Deep Flange 25 29 701DFBN-1 1-''/."P-Trap—17 Ga.w/Deep Flange and Brass Nuts 25 31 701A-1 1-'/."P-Trap—17 Ga.w/10"Wall Tube 25 38 701ADF-1 1-'A"P-Trap—17 Ga.w/Deep Flange- 10"Wall Tube 25 38 701G-1 1-'''%"P-Trap—17 Ga.w/Ground Joint 25 32 Data is subject to manufacturing tolerances. Visit www.dearbornbrass.com for updates 03/2009 �. � 1jjLAVGUAR2 FAST FIT UNDERSINK PIPING COVERS NEW, Improved, - fast-installing New pil .. antimicrobial Ea Ser1eg • ,. . . ...,. molded undersink .,__ safety covers for - ' ... %,, „_ ADA accessibility compliance _. s ( r' 111 4 -�� `"� \ 'nom t NEW '" EZGrip. 1 =y, `. ate` ;. built-in fasteners are quick, I 0 strong. and ,...reusable A Ali . lb' New LAV GUARD`°'2 E-Z series provides Since 1990.we at TRUEBRO. the durable, attractive protection INC.have concentrated our efforts LAV GUARD® is famous for. Now, built-in on"Making America Accessible" vim. E-Z Grip fasteners and internal E-Z Tear-To-Fit by creating products that address trimming feature eliminate the need for tools, ADA-mandated undersink wheelchair accessibility. and provide for a clean, tamper resistant, super-fast professional installation. . Specifying TRUEBRO is your assurance of protecting people with disabilities while providing - quality, durability, and improved Ti TRUEBROD aesthetics. MAKING AMERICA ACCESSIBLE IPS CORPORATION O ° � An �PS, Brand Q9 In 10800ITRU . iii Specifications: BuyLine 9143 LAVGU 2 Material Soft,resilient molded vinyl FAST FIT UNDERSINK PIPING COVERS Nominal Wall 1/8"constant with internal ribs Durometer 70-80—Shore A Features and Benefits: UV Protection Will not fade or discolor Durability Virtually indestructible New, improved E-Z series makes Trimming(E-Z Series) Internal E-Z Tear-To-Fit trim feature installation super-fast Fasteners(E-Z Series) Internal E-Z Grip fasteners,reusable • New E-Z Tear-To-Fit feature makes trimming Color China white super-fast and contractor-friendly—no tools Compatibility#100 E-Z Series Fits all 1-1/4"or 1-1/2"cast brass or tubular P-trap required. assemblies and 3/8"or 1/2"angle stop assemblies • New E-Z Grip built-in fasteners are quick, Compatibility#400'Series Fits all 1-1/2"schedule 40 plastic P-traps strong, and reusable. Paintability Apply latex paint • New universal design fits more P-traps and Burning Characteristics Self extinguished 0 sec(ATB)mm(AEB) thumb wings on plastic compression nuts. ASTM D-635 Bacteria/Fungus Resistance ASTM G21 and G22—Result:0 growth LAV GUARD 2 E-Z series installs Maintenance Wipe clean using common detergents ents in just 2 easy steps: �~ Models Available •#100 E-Z series for tubular P-traps 1. Tear-To-Fit on internal. %` #400W"series for schedule 40 plastic P-traps dimensioned tear lines #99 E-Z one angle valve and supply cover for quick, clean,accurate .' ''t, #100 E-Z&#400W one P-trap cover ■ trimming to fit virtually any c. #101 E-Z&#401W" one P-trap cover,one angle valve and supply cover piping configuration.Covers c` / #102 E-Z&#402W" one P-trap cover,two angle valves and supply covers flex to install over pipes. #103 E-Z one P-trap cover,two angle valves and supply covers, 2. Press seams together at one 5"offset tailpiece wheelchair strainer cover finger recesses to engage Accessories: E-Z Grip internal fasteners for a r #105 E-Z one 5"offset tailpiece wheelchair strainer assembly secure, safe,tamper-resistant I #105-K Kohler 6"offset installation.To remove cover, i #105 KW one 6"offset tailpiece wheelchair strainer assembly firmly pull seam apart using a i #106 E-Z one basket strainer cover and offset waste cover(adjustable to 18") strong grip.To reinstall, press #107 E-Z two basket strainer covers and center or end outlet waste cover(adjustable) seams back together. y Ext ions: Strict code compliance #EX99 E-Z one 16"extension for water supply minimizes risk. #EX100 E-Z one 16"extension for drain waste arm or tailpiece 'All#400 series items and#105 KW are the"original"LAV GUARD"design and construction. - LAV GUARD 2 complies with:ADA article 4.19.4, Specifications may change without notice. CABO/ANSI 4.20.4, UFAS 4.19.4, Calif.Title 24, UBC, IBC, ICC, Canada Barrier-Free Code Accessory Accessory 107 E Z 105 E-Z (Configuration Options Shown) Suggested Snecification• Accessory Center Outlet End Outlet 106 E-Z ADA-conforming,wheelchair accessible lavatory P-trap and angle valve assemblies shall be covered with white,molded, antimicrobial TRUEBRO, INC.LAV GUARD 2 Shown with Accessory#105 E-Z(fits all standard 5"offset undersink pipe covers.Cover shall have wheelchair strainers).Accessorieslo5 E-Z,106 E-Z,and 107 E-Z I -0I p p can be purchased separately. I I internal, E-Z Tear-To-Fit trim feature for NOTE:Accessory#105 E-Z is included in#103 E-Z kits. I square,clean trimming—internal ribs— 9"supply and built-in,concealed E-Z Grip fasteners 11111b1t.11)ThikiMILIIIk° tube cover with internal � E-Z Grip (no cable-tie fasteners allowed). E-ZTeaintern l p internal Model trim grooves fasteners Accessory III I keep valve 10"tailpiece cover-�I I— d• dry ,, II �� Manufactured Internal E-Z Tear-To-Fit 1 p trim grooves 1.1 III O �- MASINR AMERICA ACCESSIBLE under one or more g I- E-Z Grip of the following U.S. II A n B r a n d or Canadian patents. —'11 f internal �;I�i_� IPS Corporation Other patents Internal ribs add cushioning fasteners 1111 — Po pending. and thermal resistance I F �� 202 Industrial Park Lane 5,303,730 5,360.031 Collierville,TN 38017 5,524,669 5,564,463 0 MilrIIIIIIIIIIIIIIr (901)853-5001 (800)340-5969 5,678,598 5,699828 M al 5,915,412 5,915,413 J-Bend covers all tubular and FAX:(901)853-5008 5,901,739 5,960,820 cast brass configurations ii ontroj rO1 EN e-mail:info@truebro.com 2,075,324 2.119,427 r -E.�E Internet:http://www.truebro.com 2,136,027 2.158,083 1I Ao) 10"waste arm cover with O internal E-Z Tear-To-Fit trim grooves E-Z Series Shown V: ` Vent hole keeps P-trap dry 2/05 333-665PSHABCP FAUCETS 411; a Gebent com any. Manual and Metering Faucets Product Type Deck Mounted Single Hole Single Supply Metering Sink Faucet Job Name - Item Number Features & Specifications • Single Hole Section/Tag __- • 2.2 GPM (8.3 L/min) Aerator Model Specified • 1 3/4"Vandal Proof MVP Metering Push Handle • MVP Metering Adjustable Cycle Time Closure Cartridge Architect • 1/2" NPSM Supply Inlet with Coupling Nut for 3/8" or 1/2" Engineer Flexible Riser • 3 3/8" Center to Center Integral Cast Brass Spout Contractor • ECAST®design provides durable brass construction with total lead content equal to or less than 0.25% by weighted [ ]Submitted as Shown [ ]Submitted with Variations average Date • CFNow! Item Ships in 5 Days Performance Specification _ • Rated Operating Pressure: 20-125 PSI • Rated Operating Temperature: 40-140°F Warranty • Lifetime Limited Faucet Warranty • 5-Year Limited Cartridge Warranty • 1-Year Limited Finish Warranty Codes & Standards • ASME A112.18.1/CSA B125.1 • Certified to NSF/ANSI 61, Section 9 by CSA • California Health and Safety Code 116875 (AB1953-2006) = ti - • Vermont Bill S.152 • NSF/ANSI 372 Low Lead Content • • ADA ANSI/ICC A117.1 is ECASTI ECAS . are intended for installation where state laws and local codes mandate lead content levels or in any location where lead content is a concern. 2100 South Clearwater Drive Des Plaines, IL ari. P: 847/803-5000 FAUCETS Manual and Metering Faucets aGcbcritcompany Architect/Engineer Specification Chicago Faucets No. 333-665PSHABCP, Deck Mounted Single Hole Single Supply Metering Sink Faucet, Chrome Plated solid brass construction. 3 3/8"Center to Center Integral Cast Brass Spout. 2.2 GPM (8.3 L/min) Pressure Compensating Softflo Aerator. 1 3/4" Metal Vandal Proof MVP Metering Push handle(s)with Blue or Red Button. MVP TM self-closing, auto-timed metering cartridge. adjustable run time from 2 to 15 seconds, opens with push, 0.20 max gallon/cycle. 1/2" NPSM Supply Inlet with Coupling Nut for 3/8"or 1/2" Flexible Riser. ECAST® construction with less than 0.25% lead content by weighted average. Secondary Control Valve: 3 3/8"Center to Center Integral Cast Brass Spout. This product meets ADA ANSI/ICC A117.1 requirements and is tested and certified to industry standards: ASME A112.18.1/CSA B125.1, Certified to NSF/ANSI 61, Section 9 by CSA, California Health and Safety Code 116875 (AB1953-2006),Vermont Bill S.152, and NSF/ANSI 372 Low Lead Content. I 1 I I } I I [ [102mm] 1-7/8'DIA. 2-3/8" • [48mm] [60mm] 5a 1-3/8" [35mm] 15/16" DIA. l [24mm] 110. z3a' 3/4" [19mm] ) [60mm] 11111111111111 MAX.WARE - THICKNE55 1/2"NPSM COUPLING 3-3/8" NUT FOR 3/8"OR 1/2' [86"m] FLEXIBLE RISER. Operation and Maintenance Installation should be in accordance with local plumbing codes. Flush all pipes thoroughly before installation. After installation, remove spout outlet or flow control and flush faucet thoroughly to clear any debris. Care should be taken when cleaning the product. Do not use abrasive cleaners, chemicals or solvents as they can result in surface damage. Use mild soap and warm water for cleaning and protecting the life of Chicago Faucet products. For specific operation and maintenance refer to the installation instructions and repair parts documents that are located at www.chicagofaucets.com. Chicago Faucets, member of the Geberit Group, is the leading brand of commercial faucets and fittings in the United States, offering a complete range of products for schools, laboratories, hospitals, office buildings, food service, airports and sport facilities. Call 1.800.TECTRUE or 1.847.803.5000 Option 1 for installation or other technical assistance. 2100 South Clearwater Drive e�f�"gU1�400o Des Plaines, IL A P: 847/803-5000 EL_Is•CAlr No Lead Drinking Fountain Soft Sides® Wall Mount - Fully Exposed Barrier-Free Access SPECIFICATIONS Model EDFP214C GENERAL EDFP214C:Wall mounted drinking fountain constructed of#18 gauge. type 304, stainless steel polished to a satin finish. Contoured basin minimizes splashing and has exclusive Flexi- - Guard® safety bubbler to prevent accidental mouth injuries. Keyed in location to prevent rotation. Easy to operate, fully (\ functional push-button is vandal-resistant. Stainless steel bottom cover plate included. Flow regulator provides constant `r stream from 20 to 105 psi water pressure. THIS DRINKING FOUNTAIN COMPLIES WITH THE REQUIRE- MENTS OF A.D.A. (AMERICANS WITH DISABILITIES ACT) WHEN PROPERLY INSTALLED. NO LEAD DESIGN THIS DRINKING FOUNTAIN COMPLIES WITH THE LEAD- Model EDFP214C FREE DEFINITION IN THE SAFE DRINKING WATER ACT OF 1986 AND LEAD CONTAMINATION CONTROL ACT OF 1988. CONSTRUCTION Elkay Drinking Fountains are manufactured with a waterway EDFP214C furnished complete with Flexi-Guard®, fully system utilizing copper components and completely lead-free assembled front push-button, flow regulator (20 to 105 psi), material. These waterways have no lead because all leaded and drain and trap assembly. Stainless steel bottom cover materials, such as leaded brass, have been removed. plate. This fountain is certified by WQA to lead-free compliance including Exclusive Flexi-Guard® Safety Bubbler: Innovative design NSF/ANSI 61-ANNEX G,AB 1953. utilizes an infused anti-microbial pliable polyester elastomer to prevent accidental mouth injuries. Flexes on impact, then returns to original position. Strong. Abrasion-resistant. Anti- sweat. Keyed in location to prevent rotation. ACCESSORIES } MPW101 In-wall carrier mounting plate. ML100 Support columns for MPW101. 10-3/16' (258mm) !Hi 2-15/16" (75mm) 2-5/16' 12-1/8" (59mm) - (308mm) 18-3/4" _ 1-5/8" (476mm) (42mm) 2-1/4" 7 (�m) 6-1/2" (165mm) 0 I 18 �I (457mm) 27' (686mm) ADA REQUIREMENT FINISHED FLOOR In keeping with our policy of continuing product improvement,Elkay reserves the right to change This specification describes an Elkay product with design,quality and functional benefits to the product specifications without notice.Please visit elkayusa.com for most current version of Elkay user When making a comparison of other producers'offerings,be certain these features are not product specification sheets. overlooked. Elkay 2222 Camden Court Printed in U.S.A. Oak Brook, IL 60523 ©2011 Elkay elkayusa.com (Rev. 4/11) 14-25G . No Lead Drinking Fountain Soft Sides® Wall Mount - Fully Exposed 1—i<AN ,, Barrier-Free Access Model EDFP214C ROUGH-IN DIMENSIONS INSTALLER NOTE . THIS DRINKING FOUNTAIN IS FURNISHED WITH A BUBBLER AND VALVE INCLUDING ALL CONNECTING FITTINGS WHICH ARE MANUFACTURED OF COMPLETELY LEAD FREE MATERIAL. SHUT-OFF VALVE (NOT FURNISHED) TO ACCEPT 3/8" O.D. . UNPLATED COPPER TUBE. OPERATION OF QUICK CONNECT FITTINGS 1/4"O.D.TUBE 3/8"O.D.TUBE CONNECT SIMPLY PUSH IN TUBE IS SECURED PUSH IN COLLET WATER INLET COLD WATER SUPPLY BUILDING WATER TUBE TO ATTACH IN POSITION TO RELEASE TUBE TO COOLER \ INLET A • E � t � 31-'3 111 PUSHING TUBE IN BEFORE PULLING IT OUT HELPS TO RELEASE TUBE NOTE:WATERFLOW SERVICE STOP DIRECTION (NOT FURNISHED) WALL ROUGH-IN 4" 4. 1-1/4" I.P.S.WASTE (102mm) • �' (102mm) STUBBED 1-3/8" (35mm) 3' FROM THE WALL • (76mm) 3/8" (10mm)DIA.(4)HOLES FOR SECURING FOUNTAIN TO WALL 1-1/2" 1-5/16" o o (38mm) (34mm) I IV i i - -- ` 1 j 2-5/8" (66mm) 3/8" I.P.S.WATER SUPPLY STUBBED 1" (25mm)FROM WALL 31-1/4" 5-1/8' + (794mm) (130mm) 5-1/8' (130mm) 27"(726mm)* ADA REQUIREMENT "BASED ON 33-1/2"(851mm) , i FROM FLOOR TO RIM FINISHED FLOOR Elkay 2222 Camden Court Printed in U.S.A. Oak Brook, IL 60523 ©2011 Elkay 14-25G (Rev. 4/11) elkayusa.com The Model 67, B67 & RB67 are automatic draining, Freezeless WOODFORD freezeless wall hydrants with hose connection Backflow Protection. Hydrants drain as handle is shut off, even if VVa wall Hydrants hose is attached. All models are intended for irrigation purposes and blend in with modern architecture for installation on restaurants, schools, office buildings, With Patented Model 50 churches, apartments, motels, stores, shopping centers High Flow Double Check - and industrial buildings. SPECIFICATIONS: Backflow Preventer PATENTED HIGH FLOW DOUBLE CHECK BACKFLOW PREVENTER lviodel 67/B 6 7/R B 6 7 • • NIDEL®Model 50HA with%inch male hose thread • ASSE Standard 1052 approved • Field Testable • Two Independent Check Valves • No spray back FEATURES: — • Permanent type brass valve body with hemispherical seating surface. • One piece valve plunger accurately controls both flow and drainage '7' •,• N with a minimum number of turns and without need for adjustments. • Drains under nozzle away from hands of operator and with a lip to divert water away from building. 4`. / • Copper casing tubes. ilaillP • No Lead Solder on all solder joints. MODEL 67 • Hardened stainless steel stem resists damage. Exterior Fome: Standard-Chrome(CH) • Loose key operates hydrant. Optional-Brass(BR)Polished Brass(PB) Fits one standard modular brick course. • 3/8"solid brass operating rod. • Four inlet options(See below) _ I • Wall clamp furnished on all 60 series except dose coupled. 11...... • Max Pressure: 125 p.s.i. ATER • • Max Temperature: 120°F r-______-, • Inlet Options ir--- 11 �f1- IIIII!II,��,Js- 1 1 — 3— --1 3/8 — 3 --1 3/8 MODEL B67 --4 3/8-- —4 3/8 P Inlet P1 Inlet Exterior Finish:Box&Door Standard-Chrome(CH) 3/4'Female Pipe Thread 1"Male Pipe Thread Optional-Brass(BR)Polished Brass(PB) Anodized Aluminum Box(AL) J • J Fits two std.modular brick course or one course of facing tile. IMIXIPMC% 1,01Mr 3 f 1 3/8 1/2 E— 4 1/4 1 3/8 \, --4 3/8— 6 1/8 , C Inlet EP Inlet 3/4"Copper Water Tube Union Elbow with 3/4'Male Pipe Thread vi:ATE 7. Specify as follows: Wall hydrant shall be Woodford Model 67(exposed type),B67 or RB67 ., (concealed box type), automatic draining with ASSE 1052 approved NIDEL®Model 50HA double check backflow preventer. 3/4"inlet and �' outlet(specify type of inlet). Hardened stainless steel operating stem and one-piece valve plunger to control both flow and drain functions. Exterior finish to be Chrome Plated(options:Polished Brass or Rough . Brass).Loose tee key to be furnished with each hydrant.Wall thickness MODEL RB67 to be inches. Exterior Finish:Box&Door-Chrome(CH)Only Designed especially for tilt-up wall construction. For Installation/Troubleshooting Instructions go to Install through 6"diameter hole. www.woodfordmfg.com or call 1-800-621-6032 Two 3/8"-16 tapped holes for all-thread anchors in back of box. Lift and latch door stays open when hydrant is in use. When ordering, specify model, inlet and wall thickness ©2013 WOODFORD Mfg.0397 Rev.03/13 Form No.67.109 WOODFORD ® 4�' Woodford 1411%11 . p Excell; c•e� `t' _ '( .Since 1929 �' ® ,\�-71�1�', r., l,n,ir,(Ir•rT1 rnl r .tin l)`I r\ \^ p ,' N. 13 V. i��l © © O O moral' �i orm © A. 0 MODEL 671B671RB67 PARTS LIST _I— ITEM PART# DESCRIPTION II■�}�', 2, 7l ,i 3 A O 1 50009 Tee Key T 1 iii iii 50010 Long Tee Key(Box Models) SEE J� INLET 2 4 3/8 2 50264 Head Nut-chrome TYPE — THICKNESS 50265 Head Nut-brass 5 3 50584 I.D.RING KAN.OVERALL LENGTH �� •�• (CLOSE COUPLED( 4 50252 Stem Washer �'�+ 5 55062 Stem Screw ee f 6 50251 "C°washer 2318 MODEL 67 33(4 7 51014 Yoke Nut Rough-In Dimensions 8 Operating Rod(Sold As Item 10 Only) 9 50250 Plunger 10 554XX Operating Rod Assembly(Includes Items 7,8,9) (Select required assembled length from table below) _L I I ,�■ \ 11 50HA-CH NIDEL®50HA Backflow Preventer-chrome twii i r�!III �® 50HA-BR NIDEL®50HA Backflow Preventer-brass 12 55063 Wall Clamp Assembly 4318' • 13 67BX Box/Door Assembly-Chrome MI 615/1r Dia.—••• 2v2 67BX-BR Box/Door Assembly-Brass WALL THICKNESS 67BX-PB Box/Door Assembly-Polished Brass 7318' � '�•' 67BX-AL Box/Door Assembly-Aluminum MIN OVERALL LENGTH I /8- I. (CLOSE COUPLED) 4 3/W 14 RB67BX Round Box/Door Assembly-Chrome 1-2101 RK-65 Chrome Repair Kit(Includes Items 1-7&9) 15 51117 Door Lock Screw-Chrome MODEL RB67 2 3Tro• 51116 Door Lock Screw-Brass Rough-In Dimensions 57/W Di. 16 51120 E-Ring Manufactured Item 10-Operating Rod Assy. "A" under one Wall Thickness or more of 67 B67/RB67 Length Part No. the following CC CC 3%" 55401 patents: I I�}=y ' 61/2 WATER N/A 4 4%" 55402 U.S.Patents: lir 3,414,001 SEE 4 6 6%' 55404 —INLL ET^ t 4,178,956 TYPE 6 8 8TH 55406 4,316,481 8 10 10%" 55408 4,532,954 25/8 I•--71/2 10 12 12 W 55410 8,042,565 B2 -- WALL 12 14 14W 55412 D216,790 THICKNESS - 14 16 16 W 55414 D216,791 73)8 I m 16 18 18 W 55416 D277,365 MI(CLOSE ALL PEED) 7/4 18 20 20'/z" 55418 D277,366 (CLOSE COUPLED) 4 3/8 Canada Patents: MODEL B67 (_' II 20 22 22 W 55420 �a 852.529 Rough-In Dimensions 22 24 24%" 55422 865,995 a ale z 1/8 24 N/A 26 W 55424 1,146,438 Wall Thickness(Inch) CC 4 6 8 10 12 14 16 18 20 22 24 Overall Length-Hydrant 5 8 10 12 14 16 18 20 22 24 26 28 Overall Lenth-Box Models 7 3/8 8 3/8 10 3/8 12 3/8 14 3/8 16 3/8 18 3/8 20 3/8 22 3/8 24 3/8 26 3/8 28 3/8 Shipping Wt.(Lbs)'" 3.8 4.4 4.8 5.2 5.6 6 6.4 6.8 7.2 7.6 8 8.4 "'Add 8.3 Lbs.for brass box models. NOTE:Close Coupled Models are not recommended for use in freezing climates and cannot use wall clamp. "Add 2.5 Lbs.for aluminum box models. For more information contact.. WOODFORD MANUFACTURING COMPANY 2121 Waynoka Road,Colorado Springs,Colorado 80915 • Phone: (800)621-6032 • Fax: (800)765-4115 , To view our complete product line visit: www.woodfordmfg.com or email:sates @woodfordmfg.com A Division Of WCM Industries, Inc. FOR NON-FREEZING AREAS WOODFORD Wall Faucet w Model 21 Model 21 Wall Faucet is designed for use in mild climate areas on homes, service stations, churches, motels, Q drive-in restaurants,etc. LC) Tr. - T— THIS UNIT OFFERS NO ANTI-SIPHON PROTECTION ® �,. SPECIFICATIONS: •I NIA e o EXTERIOR FINISH - Brass or chrome plated casting. (.6 Optional polished chrome. .,, PACKING-Teflon impregnated packing ; — Er 0 0 PACKING NUT-Adjustable brass nut with deep stem e '`.. guard { VALVE SEAT-Standard"O"size washer HANDLES-Furnished with polycarbonate wheel handle and loose tee key. Inlet Descriptions Optional: Metal wheel handle. MAX PRESSURE: 125 s.i. //�/''' p• P-1/2 Inlet �\ 1/2"FPT MAX TEMPERATURE: 120°F P-3/4 Inlet j 3/4"FPT SHIPPING WEIGHT (per unit): 1 lb TAMPER-PROOF LOCK SHIELD CP Inlet \//i' COMBINATION II o 1/2"COPPER TUBE ry II f .,/ 1/2"MPT c. � 0 C Inlet �ji., T.I N COMBINATION / 1/2"COPPER TUBE ■I! 3/4"COPPER TUBE 01 < r m When ordering, specify model, inlet and finish 02003 WOODFORD Mfg. Rev.04/03 Form No. 21.101 , RRMTEC I 7.06 ELECTRICAL COMPONENTS 4 i Data sheets to follow. m LUMARK® DESCRIPTION The patent pending Lumark Crosstourr' LED Wall Pack Series of Type luminaries provides an architectural style with super bright,energy Cat`rl01# efficient LED5.The low-profile,rugged die-cast aluminum construction, universal back box,stainless steel hardware along with a sealed and Project gasketed optical compartment make the Crosstour impervious to contaminants.The Crosstour wall luminaire is ideal for wall/surface, Date Comments inverted mount for facade/canopy illumination,post/bollard and low level pathway illumination including stairs.Typical applications include building entrances,multi-use facilities,apartment buildings,institutions, Prepared by schools,stairways and loading docks. SPECIFICATION FEATURES Construction Optical maintain greater than 70%of initial Slim,low profile LED design with Silicone sealed optical LED light output after 50,000 hours of rugged one-piece,die-cast chamber incorporates a custom operation.Three(3)half-inch NPT aluminum hinged removable door engineered mirrored anodized threaded conduit entry points allow and back box.Matching housing reflector providing high-efficiency for thru-branch wiring.Back box is styles incorporate both a small and illumination.Optical assembly an authorized electrical wiring large design.The small housing is includes impact-resistant tempered compartment.Integral LED available in 10W and 20W. The glass and meets IESNA electronic driver incorporates large housing is available in the requirements for full cutoff surge protection. 10W,120V 50/60 g ' 30W model.Patent pending secure compliance.Solid state LED Hz.,20W and 30W,120-277V - lock hinge feature allows for safe Crosstour luminaries are thermally 50/60Hz. ' and easy tool-less electrical optimized with five(5)lumen connections with the supplied packages in cool 5000K or neutral Finish lever-lock connectors.Back box warm 3500K LED color Crosstour is protected with a Super includes three(3)half-inch,NPT temperature(CCT). TGIC carbon bronze or summit XTOR threaded conduit entry points.The white polyester powder coat paint. CROSSTO U R LED universal back box supports both Electrical Super TGIC powder coat paint the small and large forms and LED driver is mounted to the die- finishes withstand extreme climate mounts to standard 3-1/2"to 4" cast housing for optimal heat conditions while providing optimal round and octagonal,4"square, sinking.LED thermal management color and gloss retention of the single gang and masonry junction system incorporates both installed life. WALL/SURFACE MOUNT boxes.Key hole gasket allows for conduction and natural convection POST/BOLLARD MOUNT adaptation to junction box or wall. to transfer heat rapidly away from Warranty LOW LEVEL MOUNT External fin design extracts heat the LED source.10W models Crosstour features a five-year INVERTED MOUNT from the fixture surface.One-piece operate in-40°C to 40°C[-40°F to limited warranty. silicone gasket seals door and back 104°F].20W and 30W models - box. operate in-30°C to 40°C[-22°F to 104°F].Crosstour luminaires LCD DESIGNIIGNTS CONSOR1 UM DIMENSIONS IOW&20if ", 6-3/4"[171m 30W 8"[203mm CERTIFICATION DATA UUcUL Wet Location Listed IP66Ingress Protection Rated ADA Compliant , LM79/LM80 Compliant . I I II '.l i l �� �l � mpII iUIi ill ,-1 ii iii ll'Ili ARRA Compliant 111"1 1 1 1 DLC Qualified Models Lighting Facts'Approved . Title 24 Compliant I-1ow&20W—I 1-10W&20W TECHNICAL DATA 5-3/4"[146mm] 3-5/8"192mm] 40°C Maximum AmbientTemperature 30W 30W 6-5/8"[168mm] 4"[102mm] External Supply Wiring 90°C Minimum SHIPPING DATA: Approximate Net Weight: 3.7–5.25 lbs.11.7–2.4 kgs.] ADH111091 pc 2011-09-09 13:40:15 XTOR CROSSTOUR LED ORDERING INFORMATION SAMPLE NUMBER: XTOR2A-N-WT-PC1 Series LED Kelvin Color 3 Housing Color Options(specify voltage)4 Accessories 5 XTOR1A=Small Door,10W 1 =Bright White =Carbon Bronze(Standard) PC1=Photocontrol 120 V WG/XTOR=Wireguard(fits both) XTOR2A=Small Door,20W (Standard)5000K WT=Summit White PC2=Photocontrol 208-277 V XTOR3A=Large Door,30W 2 N=Neutral Warm White,3500K Notes: 1 120V only XTOR1A not available in 3500K. 2 Design Lights Consortium^'qualified for well mount applications(down mount only). Consult Design Lights Consortium website for other applications. 3 PC2 only available in 20W and 30W models. 4 PC1 and PC2 photo controls are factory installed.PC2 not available on XTOR1A models. 5 Order WG/XTOR wire guard separately. STOCK ORDERING INFORMATION 10W Series 20W Series 30W Series XTOR1A=10W,5000K,Carbon Bronze XTOR2A=20W,5000K,Carbon Bronze XTOR3A=30W,5000K,Carbon Bronze XTOR1A-WT=10W,5000K,Summit White XTOR2A-N=20W,3500K,Carbon Bronze XTOR3A-N=30W,3500K,Carbon Bronze XTOR1A-PC1=10W,5000K,120V PC,Carbon Bronze XTOR2A-WT=20W,Summit White XTOR3A-WT=30W,Summit White XTOR2A-PC1=20W,120V PC,Carbon Bronze XTORA3A-PC1=30W,120V PC,Carbon Bronze Days Quick-Ship 5-DAY QUICK SHIP ORDERING INFORMATION 10W Series 20W Series 30W Series XTOR1A-WT-PC1=10W,5000K,Summit White,120V PC XTOR2A-PC2=20W,5000K,208-277V PC,Carbon Bronze XTOR3A-PC2=30W,5000K,208-277V PC,Carbon Bronze XTOR2A-WT-PC1=20W,5000K,Summit White,120V PC XTOR3A-WT-PC1=30W,5000K,Summit White,120V PC XTOR2A-WT-PC2=20W,5000K,Summit White,208-277V PC XTOR3A-WT-PC2=30W,5000K,Summit White,208-277V PC XTOR2A-N-WT=20W,3500K,Summit White XTOR3A-N-WT=30W,3500K,Summit White XTOR2A-N-PC1=20W,3500K,120V PC,Carbon Bronze XTOR3A-N-PC1=30W,3500K,120V PC,Carbon Bronze XTOR2A-N-PC2=20W,3500K, 208-277V PC,Carbon Bronze XTOR3A-N-PC2=30W,3500K, 208-277V PC,Carbon Bronze XTOR2A-N-WT-PC1=20W,3500K,Summit White,120V PC XTOR3A-N-WT-PC1=30W,3500K,Summit White, 120V PC XTOR2A-N-WT-PC2=20W,3500K,Summit White,208-277V PC XTOR3A-N-WT-PC2=30W,3500K,Summit White,208-277V PC • CURRENT DRAW XTOR1A XTOR2A XTOR3A 120V .13A 0.2A 0.3A 208V -- 0.1A 0.15A 240V -- 0.15A 0.15A 277V - -- 0.15A 0.15A / NOTE:Specifications and dimensions subject to change without notice. ADH111091 pc COOPER Lighting Visit our web site at www.cooperlighting.com 2011-09-09 13:40:15 www.cooperlighting.com Customer First Center 1121 Highway 74 South Peachtree City,GA 30269 770.486.4800 FAX 770.486.4801 • A l e 1 � NTERMATIC eries Photo Controls Project: Location: K4000 Series Product Type: Fixed Position Mounting Contact/Phone: The K4000 Series Fixed Position Mounting Photo Controls are thermal-type photo controls that fit into a standard outlet box, post Model #: lamp, or wall pack.The photo controls provide dusk-to-dawn lighting control along with a delay action, which eliminates loads switching OFF due to car headlights and lightning. The thermal-type controls feature a cadmium sulfide photocell and a sonic-welded polycarbonate case and lens to seal out moisture.The design utilizes a dual temperature compensating bimetal and composite resistor for reliable long life operation over ambient temperature extremes. 11111113-* Features • Cadmium sulfide photocell • Sonic-welded polycarbonate housing and lens to seal out moisture • Delay action eliminates load switching OFF due to car head lights and lightning • 9" leads • K4321 includes a weatherproof wall plate with a neoprene gasket • Most models equipped with a 5/a"- 18" threaded side mounting, locking nut and washer gasket Ratings Size: Plate (Model K4321C) 4 1" (11.4 cm) H x 2 3A" (7.0 cm)W K4021C,K4023C,K4035 Mechanism 1 5/16" (3.3 cm) W x 1 13/16" (4.6 cm) L x 19/6" (4 cm) D Color: Gray • Electrical Rating: See table Activation: 1-5 FC ON; 3-15 FC OFF Power Consumption: Averages under 1 Watt Operating Temperature: -40°F to 158°F(-40°C to 70°C) Shipping Weight: 1/4 lb. (.11 kg); K4321 C-% lb. (.17 kg) Agency Listing: See table K4321C Model Tungsten(Watts) Ballast(VA) Tungsten(Amps) Ballast(Amps) Volts Agency Listing K4021C 1800 1000 15 8.3 120 UL,CSA K4023C 3100-4150 1700-2300 15 8.3 208-277 UL,CSA K4027 5205 2880 15 8.3 347 CAS,C/US K4035 7200 4000 15 8.3 480 None K4321C 1800 1000 15 8.3 120 CSA,C/US uNTERMATIC Energy Controls 3-40 Loadcenters & Circuit Breakers Cutler-Hammer January 2001 Vol.1,Ref.No.[0056) Type BR Features, Benefits and Functions Extra 1-1/2-inch(38.1 mm) Tangential Standard 14-3/8 inches(365.1 mm)wide knockout for bundling of wires main knockout enclosures fit snugly between wall studs Same size Allen wrench can be used Drywall marking on enclosure I ) for phase and neutral lugs O d Commercial grade main breaker • designed for straight-in wiring that allows for top or bottom feed Twin neutral design for easier wiring A I l I and balancing of the load,located in -T S Factory pre-attached wireway,away from circuit breakers I I neutral bonding strap : Predrilled mounting holes for Maximum wiring gutter space for I ' OW ease of installing ground bar kits ease of wiring in compliance with NEC requirements ( • Maximum variety of concentric • • F knockouts,at rear and sides One piece roll formed metal backpan • with circuit breaker alignment notches : assures accurately aligned breaker and bus stabs Combination trim has sliding latch • and adjustable deadfront for neat, Six mounting holes(three top, _ clean appearance three bottom)for ease of installation BR20408200. Product Selection Table 3-64.BR Loadcenter Selection Chart Service • Single-phase,three-wire,120/240V AC • Three-phase,four-wire,208Y/120V AC • Three-phase,three-wire,240V AC delta Short Circuit Current • 10,000 AIC:All single-and three-phase loadcenters 70 • 25,000 AIC:All convertible and factory installed Rating through 225 amperes,8 to 42 circuits. single-phase loadcenters rated 150 and 200 amperes • 22,000 AIC:All convertible loadcenters using 125 amperes using Type BWH main breakers. rated Type BRH main breakers or selected factory installed 125 ampere rated Type BRH main breaker. Main Breaker/Main Lug Single-Phase Three-Phase Loadcenters • Main Breaker:100,125,150,200,225,400,600 amperes. • Main Breaker:100,125,150,200,225,400,600 amperes. • Main Lugs:70,125,150,200,225,400,600 amperes. • Main Lugs:100,125,150,200,225,400,600 amperes. Convertible Loadcenters • Main Breaker:Single-phase up to 200 amperes and three-phase up to 225 amperes • Main Lugs:Single-phase up to 200 amperes and three-phase up to 150 amperes Branch Breakers • Types BR,BRH,and BRH:10 to 125 amperes.One-,two-,and • Type BQ and BOC Multibreaker:15 to 30 amperes. three-pole.Selected amperages available in switching duty, Two of two-pole or one two-pole and two one-pole. HACR,shunt trip,and high magnetic setting. Takes two 1-inch(25.4 mm)spaces. • Type GFCB:15 to 50 amperes. • Type BRW:15 to 30 amperes. One-and two-pole ground fault breakers. Two-pole water heater breakers. • Types BJ,and BJH:125 to 225 amperes • Type BRSN:15 to 30 amperes. Two-and three-pole. Two-pole switching neutral breakers. • Type BD Twin:10 to 50 amperes • Type BR 15 to 100 amperes. Two of one-pole.Take one 1-inch(25.4 mm)space. Two-pole,240V AC delta breakers. • BR-AFCI arc fault circuit interrupter. Enclosures • NEMA Type 1 indoor. • Meets or exceeds UL requirements for indoor or • NEMA Type 3R outdoor. outdoor applications Loadcenter and Breaker • Branch Circuit Breaker • Surge Protection Accessories Auxiliary components. Single-phase plug-on surge protector. Hold Down Kits. Single-phase bottle type surge protector. Handle ties. Three-phase bottle type surge protector. Lockoffs. Single-phase whole home surge protector. Lockdogs. • Universal Rainproof Conduit Hubs • • Complete Line of Ground Bar Kits 5,10,14,and 21 circuit, Group One: 3/4,1,1-1/4,1-1/2,2 inches some with additional#2/0 lugs.Each terminal will (19.1,25.4,31.8,38.1, accommodate:(3)#14-#10 Cu/AI or(1)#14-#4 Cu/AI 50.8 mm) • Main and Sub-feed Lugs 125,150,225 amperes- Group Two:2,2-1/2,3 inches two-and three-pole. (50.8,63.5,76.2 mm) • Shunt Trips Adapter plate. Bussing • Tin-plated aluminum as standard. • Some copper bus panels available. EI_IN For more information contact Cutler-Hammer at:www.ch.cutler-hammer.com/catalog CAT.200.01.T.E E:T.N Loadcenters & Circuit Breakers 3-47 Type BR Loadcenters & Circuit Breakers January 2008 Loadcenter Product Selection Single-Phase—Main Circuit Breaker Loadcenters 10,000/25,000 Amperes Interrupting Capacity Table 3-70.Single-Phase,3-Wire—120/240 Vac—Factory Bonded Split Neutral Main Main Maximum Number Enclosure Box Wiring Diagram Wire Size Range Loadcenter Catalog Number with Price Breaker Ampere 1-Inch(25.4 mm) Type Size Figure Number Cu/AI Combination Cover , U.S.$ Type Rating Space Circuits 60°C or 75°C for Main Breaker BR 100 20 20 Indoor C2 68 #4-1/0 BR2020B100 10 kAIC 100 16 24 Indoor Cl 69 BR1624B100 BWH 150 30 30 Indoor G1 70 #2-300kcmil BR3030B150 25 kAIC 200 20 40 Indoor D1 71 #2-300 kcmil BR2040B200 200 30 40 Indoor G1 72 BR3040B200 200 40 40 Indoor L1 70 BR40406200 Combination style covers may be used in surface or flush applications. Note:All main circuit breaker Loadcenters are listed for use as service entrance equipment.Loadcenters are factory bonded for service entrance applications.Remove bonding strap for separate neutral and ground bars for sub-feed applications Table 3-71.Single-Phase 3-Wire—120/240 Vac—Insulated/Bondable Neutral Main Main Maximum Number Enclosure Box Wiring Diagram Wire Size Range Loadcenter Catalog Number with Price Breaker Ampere 1-Inch(25.4 mm) Type Size Figure Number Cu/AI Combination ' or NEMA Type 3R Cover U.S.$ Type Rating Spaces Circuits 60°C or 75°C for Main Breaker BR 100 8 16 Indoor B1 17 #4-1/0 ' BR816B100 10 kAIC 10 20 Indoor Al 65 BR1020B100S11 10 20 Indoor Al 65 BR1020B100F11 10 20 Outdoor B2R 59 BR1020B100RF "5' 12 12 Indoor B2 5 BR1212B100 12 20 Indoor B2 19 BR122OB100 12 24 Outdoor B2R 17 BR1224B100R(5) 16 16 Indoor Cl 5 BR1616B100 16 20 Indoor Cl 60 BR1620B100 16 24 Outdoor C1R 24 BR1624B100R 20 24 Outdoor C3R 10 BR2024B100R(5) 30 30 Indoor O 125 16 24 Indoor Cl 24 #4-2/0 BR1624B125 20 24 Indoor Cl 10 BR2024B125 20 24 Outdoor C3R 10 BR2024B125R•5) BRH ' 100 20 24 Indoor C2 10 #2/0-300 kcmil BR2024H100'> 22 kAIC BWH,8' 150 8 16 Outdoor C3R 18 #2-300 kcmil BR816B150RF,4X51 25kAIC 16 30 Indoor C4 25 BR1630B150 20 30 Indoor C4 26 BR203OB150 20 30 Outdoor D1R 26 BR2030B15OR© 20 40 Indoor D1 29 BR204OB150 20 40 Outdoor D1R 29 BR2040B15OR© 24 30 Indoor G1 27 BR2430B150 30 30 Outdoor G1R 28 BR3030B15OR© 30 40 Indoor G1 30 BR3040B150 200 4 8 Outdoor 8R 46 #2-300 kcmil BR48B200RF"1:44A) 8 16 Outdoor C3R 18 BR816B200RF4'1© 16 32 Indoor C4 29 BR1632B200 20 40 Outdoor D1R 29 BR2040B200R(5) 24 40 Indoor G1 61 BR2440B200 30 40 Outdoor G1R 30 BR304OB200R©5© 40 40 Outdoor L1R 28 BR4040B200R O 225 42 42 Indoor L2 31 #1-250 kcmil BR4242B225 42 42 Outdoor L2R 31 BR4242B225R © Combination style covers may be used in surface or flush applications. O Wire range size for BR102OB100SP is#6-#1 Cu/Al. ® Includes through-feed lugs for both phase and neutral conductors. © Rainproof panels are furnished with hub closure plates.For rainproof hubs,refer to Page 3-63. © See Copper Bus Offering,Page 3-55. O 22 kAIC series combination rating is obtained when Types BD,BR,BQ,BQC and GFCB 10 kAIC branch breakers are used in series with Type BRH main breaker. © 25 kAIC series combination rating is obtained when Types BD,BR,BO,BQC and GFCB 10 kAIC branch circuit breakers are used in series with Type BWH main breaker. . ® Supplied with adapter plate to use DS Groupl hubs on Page 3-63.If 2.50-inch(63.5 mm)hub is needed,remove adapter and use ARP00007CH25 hub. ® Neutral is bonded—suitable for service entrance only—cannot be converted for sub-feed application. Note:All main circuit breaker Loadcenters are listed for use as service entrance equipment and are shipped with neutral bonding strap preattached.The maximum rating of the panel is the main circuit breaker rating when used as service entrance equipment.Ground bar kits priced separately.See Page 3-64. Box Sizes Pages 3-77 through 3-79 Discount Symbol 22C CA08101001 E For more information visit:www.eaton.com 2902-2800, 2902-2873, 2902-2874 BRADLEY BrdIey Adjustable Motor, Adjustable Sensor-Operated Warm Air Hand Dryer 10�Recommended for very high traffic areas. a od ❑ Standard Model 2902-280000 (cast iron white porcelain) BradEx® � c a) US LISTED CE El Standard Model 2902-287300 (steel-white epoxy) BradEx® 11-5/8• (295mm) ❑ 4.Standard Model 2902-287400 (stainless steel-satin finish) BradExw (102mm) I 9-1/4" (235mm) Product Materials 2902-2800 COVER: 3/16"(4.5 mm)thick one-piece cast iron;white porcelain enamel coating. 7-3/4 i1H 01/4n.)2902-2873 COVER: 1/16•(1.5mm)thick one-piece steel;white epoxy finish. 2902-2874 COVER: 1/16'(1.5mm)thick one-piece stainless steel;satin finish. 'ate' (270mm) Cover fixed to the base plate with two vandal-proof lock screws and lock with special key wrench. ADJUSTABLE MOTOR: universal-type with high-speed,universal brush,fully adjustable(3,800-8,200 ' RPM)potentiometer,Class A;Aluminium centrifugal double asymmetrical inlet fan wheel;aluminum scroll Model 2902-280000 fan and safety thermal cut-off. HEATING ELEMENT: waved wire NiCr heating element mounted on a mica frame that incorporates a self- resetting thermal cut-off at 302°F. ("'m) ADJUSTABLE SENSOR OPERATION: electronic infrared detection sensor with fully adjustable(2"-8") 4•—'l 9-1/4" potentiometer. Includes polycarbonate viewing windows.Automatic shut-off after 60 seconds. (102mm) I (235mm) BASE PLATE: 1/8"(3 mm)thick aluminum,with four 0 5/16"(8 mm)holes for wall mounting.Includes II ■silent blocking to dampen mechanical vibrations. 7-3l4' Guide Specification I (197mm) Surface-mounted ADA-compliant hand dryer shall have a thick cast iron cover with white porcelain enamel 10-1/2• coating(2902-2800)or steel cover with white epoxy coating(2902-2873)or stainless steel cover with satin (267mm) finish(2902-2874).Hand dryer shall include aluminium base plate,fully adjustable(2"-8")infrared sensor i�.1 1 potentiometer and fully adjustable(3800-8200 RPM)universal-type motor potentiometer with resilient .`� r���•• �. _ + - mounts and sealed,lubricated ball bearings.Dryer shall operate at 64-70 dB while delivering 43-70 CFM of air at 106°F-111°F(41°C-44°C)and 4,920-9,840 LFM velocity during user-controlled drying cycle.Dryer Models 2902-287300 and 2902-287400 shall have a total power of 800-1,150 W(1.07-1.54 Hp)with a consumption of 9.5-4.8 A. ®All dimensions*_4%. Overall dimensions: 10-1/2"H x 11-1/2"W x 4"D(267mm x 292mm x 102mm). Weight:7.9 lb(3.58 kg) Operation Place hands 3"-6"below nozzle to activate air flow.Dryer will Product Specifications stop two seconds after hands are removed from air flow. Voltage: 100-120 V,208 V,220-240 V Consumption: 9.5-4.8 A � ADA Compliant Motor: 1/3 HP(250 W) RPM: 3,800-8,200 a Consult local and Nominal power: 1,150 W(1.54 Hp) Heating element: 900 W(1.20 Hp) installation guide)nesonal accessibility codes for proper. Effective airflow: 36-58 CFM Nominal airflow: 43-70 CFM a Conformity and compliance to local and national codes is Noise level at 79": 64-70 dB Airspeed: 4,920-9,840 LFM the responsibilty of the installer. Frequency: 50/60 Hz Insulation: Grounding required Temperature(at 4" 106°F-111°F(41°C-44°C) Certificates: UL 499/CSA C22.2/ distance/70°F): VDE GS/VDE EMC Drying time 10-15 seconds Mounting: Surface.ADA-compliant Protection level: IP23 Splash Protection Washroom Accessories Document No.8256 • Orders composed of products indicated as Brodoc•will be available to ship in three days ©nee Bradley 3052-0309 after receipt of order at the factory.There is no pricing penalty for this service from Bradley. P.O.Box EY Menomonee Falls,Fax: 2.253 4161 Phone:800.BRADLEY(800.272.3539) Fax:262.253.4161 This information is subject to change without formal notice. 12-2-2008 bradleycorp.com Icing www.king-electric.com wall h LPW SERIES PIC-A-WATT® FAMILY / 1250 or 4500 WATTS / FAN-FORCED / BEST i ziv, 1 il--___:" 7 . _-=-____ 7 L E41422 FEATURES: OPTIONS: O Pic-A-Watt®Element •Built-in 1-Pole unit-mount = �_ 7.0 Cast Iron Motor thermostat,40°-90°F 1= ▪ Aluminum Fan,5-Blades operating range o Moderate Sound •Retrofit grille �= •Surface wall box _ •Multiple wattage •Color:almond(-A) "" I •Selector switch- •Tamperproof controls --- --___ Fan/Heat/Off •Ceiling model(refer to index) •20 gauge powder-coated grille With a wattage range up to The high quality built-in •Standard color:bright white 4500W the LPW picks up where thermostat has degrees on the •Safety light illuminates when the PAW leaves off.This is our most thermal cutout trips turning off label so temperature selection is when thermal cutout popular large wall heater,used in easy and accurate. both residential and commercial •Safety limit turns off power to applications. element if it overheats then ` automatically resets { _ \ Standard with a rotary 1 ------ •20 gauge electrogalvanized {' 3 3-position selector switch,it has r a fan delay to help dissipate heat steel recess can with 9♦ ' r• from the steel plate fin elements Efl#\ 9 groundwire approved for direct 4, ',., ,4a contact with building insulation d thereby prolonging heater life and . Pic-A-Watt increasing energy efficiency. .4' rw ENGINEERING SPECIFICATIONS: Contractor shall supply and install LPW Series wall surface-mounted Fan / Heat/ Off Switch: 3-position switch provides heating and forced-air electric heaters manufactured by King Electrical Mfg.Company, summer fan-only operation.The DPST off switch provides a"positive of the wattage and voltage as indicated on the plans. off"that disconnects all ungrounded conductors. Safety Limit:The thermal cutout turns off power to the heater in the Motor: Heavy-duty,cast iron, unit bearing,permanently lubricated with event of overheating and automatically resets when temperature 20cc oil reservoir,1440 RPM.Enclosed impedance protected with intake returns to normal. air cooling motor for increased bearing life. Safety Light:Illuminates when the thermal cutout trips and tums off Fan:High efficiency,dynamically balanced 5-blade aluminum fan.185 CFM. when the limit resets. Elements: Element assemblies shall be non-glowing design. Element Wallbox: 20 gauge electrogalvanized steel with factory installed assemblies shall consist of three steel sheathed heating tubes in a groundwire.Minimum 4"clearance to floors and 6"to sidewalls.Zero . furnace-brazed, plate-finned, block design. Each sheathed tube shall clearance to combustibles in the wall. contain coiled Ni-Chrome wire,embedded in an insulator of Magnesium Grille: 20 gauge steel finished in a gloss white powder-coated paint. Oxide. The element assembly shall provide a minimum of seven (7) Options: 1-Pole built-in thermostat 45-80°F operating range,retrofit possible wattage configurations available for selection during field grille and surface wallbox. installation.The use of external resistors,diodes,or other weak links to Approvals:UL(E41422),ETL obtain multiple wattages will not be accepted. • 4n1,_ 41 CD King Electrical Manufacturing Company 9131 10th Avenue South,Seattle,WA 98108 phone 206.762.0400 fax 206.763.7738 Is i n g www.king-electric.com MODEL CODE: SELECTION: LPW2445-T-A-OG I LPW 1 Series - 240 Volts 1250.1500• 4500 1750.2000• LPW1227 1818',- Watts 2250.2750 T Thermostat ( 3000.3250• (Optional) A 3000.3250• I PVJ2n45 18165 I PW 7445 1816? 1 , Color 3500.3750• OG Retrofit Grille 4000.4500 2000.3000• Standard Color: Bright White 4000 LPW2740 18167 ADD SUFFIX:II as shown:LPW2445-T •' -I Interior and Grille Only(no wail can) 15 I i -H Interior Only(no wall can or Bile) 15 H -A Grille-Almond 19 -OG Retrofit Grille 24 • -T Factory Installed Single Pole Thermostat 19.5 (UIC) ' 0 (-H) LPW&LPWA INSTALLATION WIRING DIAGRAM (LPWG) FOR REMOTE THERMOSTAT ACCESSORIES: (LPWG+-H=-I) UPC PANEL MODEL DESCRIPTION #093319 We)PART# HEATER THERMOSTAT UWIC Recess Wall Can 12590 6.5 UWSA Surface Can White 12599 7.5 - UWSA-A Surface Can-Almond 12595 7.5 r' LPWG Grille-White 18171 4.5 . 0( •,�� LPWG ALMOND Grille Almond 18285 4.5 / LPWOG 21W H x 1514"W Oversized Grille 18159 6 LPWOG-XL 211i"H x 1614"W Overized Grille 18184 6.5 l• LPW-TPC Tamperproof Cover for Controls 18174 1.5 3Y.'x3Y."x181d" LPW thermostat Power must be routed to heater first,then to remote LPT-1 Single Pole Single Throw 18155 .6 Replacement Themostat thermostat. This is due to the fan delay circuit needed to cool the elements on shutdown. - DIMENSIONS: =-7. 155. 1 0 K.O. %r XQ 1'h"b 0 T ■ UWSA-Surface Can-White LPWOG-XL-Oversized Grille t Ka LPW TPC Tamperproof Cover for Controls Back of Can 213/4"H x 1614"W 31/4"x 3W x 18s/"(attaches to front cover) 20%x" Si9de • 21W MINIMUM CLEARANCE: T - _ L 3'/:'1 m=,.._ Zero Clearance to Insulation Grill Depth=3/4° 10"above floor h x o. O 1" 6"from adjacent wall To of Can %" LPWOG-Oversized Grille 213"Hx1514"W King Electrical Manufacturing Company 9131 10th Avenue South,Seattle,WA 98108 phone 206.762.0400 fax 206.763.7738 rel. ,6_ 6 RRMTEC I 7.07 ACCESSORIES Data sheets to follow. • Technical Data BRE}/ KRAU,SE D-78XX-XX 1 1 /2" STRAIGHT GRAB BAR � 'Y ±'i8 J - . Q., , , 4 -1- 7 1 i 7- .R2y4" - ,� 24"±1/8" — 03" COVER �, .14, FLANGE �, B _ "A" Dim. 1_ BAR LENGTH . A FLANGE # BAR # (LENGTH) FINISH GRIP 15� �,� D-78 - XX - XX - XX (((/, -\1 5� BAR # (LENGTHS) rilipj 6 -10 12" FINISHES: / -11 16_ -SS SATIN STAINLESS -12 18 -BS BRIGHT STAINLESS -13 24" -SS-P SATIN STAINLESS WITH PEENED SAFETY GRIP \�`_% -21 30" -BS-P BRIGHT STAINLESS WITH PEENED SAFETY GRIP —14 32" -SS-K SATIN STAINLESS WITH KNURLED SAFETY GRIP -BS-K BRIGHT STAINLESS WITH KNURLED SAFETY GRIP 015/64 �, -16 36" -PC POWDER COAT - SPECIFY COLOR �il -17 48" y 1G PEENED AND KNURLED GRIPS WILL FLANGE DETAIL r BE APPLIED TO STRAIGHT SECTION OF GRAB BAR ONLY. Construction: TUBING: 1Y2" X 18 GAUGE, STAINLESS STEEL. MANDREL BENT TUBE ENDS PASS THROUGH FLANGES, TIG WELDED TO FORM A SINGLE STRUCTURE UNIT. WALL CLEARANCE IS 1Y2" ±X3". FLANGES: 14 GAUGE, STAINLESS STEEL WITH (2) 01%4" HOLES FOR ATTACHING TO WALL. COVERS: 22 GAUGE, STAINLESS STEEL, 03" X 7/16" DEEP. EACH COVER SNAPS OVER FLANGE TO CONCEAL MOUNTING SCREWS. STRENGTH: BREY—KRAUSE GRAB BARS WITH 1Y2" WALL CLEARANCE MEET AND EXCEED ADA LOAD REQUIREMENTS OF 250 POUNDS WHEN PROPERLY INSTALLED. CAUTION: A GRAB BAR IS ONLY AS STRONG AS THE ANCHORING DEVICES AND THE WALL ON WHICH IT IS MOUNTED TO. Installation: SECURE GRAB BAR TO WALL WHERE ADEQUATE IN—WALL BACKING EXISTS. POSITION BAR HORIZONTALLY SO THAT THE GRIPPING SURFACE IS 33" TO 36" ABOVE FINISHED FLOOR. USE GRAB BAR AS TEMPLATE TO LOCATE MOUNTING HOLES. DRILL HOLES AND SET ANCHORS. MOUNT GRAB BAR TO WALL AND SECURE MOUNTING SCREWS. SNAP COVERS OVER FLANGES. GRAB BAR MOUNTING KITS ARE AVAILABLE. Guide Specification: STAINLESS STEEL GRAB WITH CONCEALED MOUNTING FLANGES AND SNAP ON COVERS IN SIZE AND CONFIGURATION INDICATED. The manufacturer reserves the right to make changes in © Brey-Krause Manufacturing O Copyright 2005 1209 West Lehigh Street,Bethlehem,PA 18018 design and material without formal notice and without Phone:610.867.1401 Fax:610.866.1433 incurring obligation Brey-Krause Manufacturing www.breykrause.com 583 � Seat Cover Dispenser ❑ Model 583 — Surface-Mounted Brady& (Q)500 Capacity 1 _ NMI Product Materials COVER:22 gauge stainless steel with exposed surfaces in architectural satin finish.Welded construction with burr-free edges,full length piano hinge and tumbler lock keyed like other Bradley units. BACK:stainless steel. Capacity 500 standard single-fold or half-fold toilet seat covers. Operation Cabinet bottom hinged for easy filling.Unit has spring clip dispensing mechanism. Installation > 2%" Verify all rough-in dimensions prior to installation. (60mm) Secure unit to wall or toilet partition with mounting screws(included)through mounting holes. 5%. Guide Specification (133mm) Surface-mounted toilet seat cover dispenser shall be 111/2" fabricated of 22-gauge stainless steel with exposed (292mm) surfaces in satin finish with welded construction.Door with piano hinge and tumbler lock.Capacity 500 toilet seat covers. (7smm) Overall dimensions:15"W x 11'/2"H x 2%"D. 6„ 15" (381 mm) (152mm) ADA Compliant ) 4413" Consult local and national accessibility codes for Dim."A' (111 mm) proper installation guidelines. to finished floor Conformity and compliance to local and national codes is the responsibility of the installer. For Dim."A" Top of Unit Bottom of Unit Dim."A" Key Surface: Top of seat cover 48"(1219mm) 50"(1270mm) 38%(981mm) opening to finished floor 45"(1143mm) 47"(1194mm) 35%*(904mm) 42"(1067mm) 44"(1118mm) 32%"(828mm) 40"(1016mm) 42"(1067mm) 30%"(777mm) Rough wall opening: Surface Mount: No rough opening,see overall dimensions Washroom Accessories - Document No.8560 Orders composed of products indicated as t#nae a will be available to ship in three days ©n Bradley 2-0309 P.O.Box 309,Menomoneee e 1 Falls,WI 53305052-0309 atter receipt of order at the factory.There is no pricing penalty for this service from Bradley, Phone:800.BRADLEY(800.272.3539) Fax:262.253.4161 This information is subject to change without notice. 1-20-2011 bradleycorp.com KROY` 1 •• . _ ..• . . .. . ..... ... --v----...::.; ----'',- ,:,.:-.:::-- EMU gram , . - . 1/32" raised-tactile graphic with 6" minimum height. . r - JVnn—nlare Fjplish i Text and symbol colors contrast with background colors. UV-resistant, matte, eggshell, and i7 non-glare finish. t;� Text Text s RE moo 1/32" raised letters, 5/8" high uppercase M Sans Serif typestyle. _ w } ^ , µ r'€ •. ,r i rri . r Braille ;' �,:t f" y L y,.:4p z Grade II Braille matches background color and ,,, . �' '.jF ' ,,• +r �1",,;, is positioned directly below text. - t,...",+rf I,'3 �. ,i„,: t- _ F ��ADA hijectinn-> lpklgdRegulatorg Signs (8" x 8"] MEN'S RESTROOM MENASA WOMEN'S RESTROOM WOMEN/ISA RESTROOM RESTROOMI1SA ti & v MEN MEN WOMEN WOMEN RESTROO11.1 RESTROOM 02385201 Black #2385207 Black #2385203 Black 42385209 Black /2385205 Black 02385211 Black #2385228 Gray 42385231 Gray #2385229 Gray 42385232 Gray /2385230 Gray #2385233 Gray 12385202 Brown 02385208 Brown #23395204 Brown 42385210 Brown 82385205 Brown #2385212 Brown 82385219 Blue #2385222 BLre #2385220 Blue 82385223 Blue 82385221 Blue #2385224 Blue INTERNATIONAL SYMBOL STAIRS NO SMOKING OF ACCESSIBI TY IN CASE OF FIRE UNISEX RESTROOM UNISEX RESTROOM ISA if eil a ;1111411 tlit) • IN CASE OF FIRE IF I V a STAIRS NO SMOKING USE STAIRS UNISEX UNISEX 02385217 Black #2385215 Black 02424801 Black 02424401 Black 02385240 Black 02385236 Black #2305235 Gray 02385234 Gray #2424604 Gray #2424404 Gray 02385243 Gray 02385239 Gray #2385218 Brown #2385216 Brown 02424802 Brown #2424402 Brown #2385241 Brown 02385237 Brown 112385227 Blue a2385226 Blue 02424803 Blue 82424403 Blue #2385242 Blue #2385238 Blue ADA Specialty Signs U" x 8" Frames CALIFORNIA CODE CALIFORNIA CODE MEN'S RESTROOr.1 l'/OMEN'S RESTROOM I - cw cone California • • RESTROOMIUk#SEX t ( I 1 MEN WOMEN — ADA Blue _ , #2481601 Black #2481701 Black 0901753 #2392701 Black #2392705 Arch Gray 82481604 Gray " #2481704 Gray #2392702 Gray(shown) #2392706 While #2481602 Brown #2481702 Brown /2392703 Beige 02392707 Blue 42481603 Blue #2481703 Blue 02392704 Brown