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MARITIME DR SW, 3742
65 14 00005 PERMIT CENTE ° P) 7-721-3 a RESIDENTIAL AUG 1 4 2014 ``TY OF Application BuildingPermit BRtrnnE �roN Department of Community Development* 345-6th Street,Suite 600 * Bremerton * WA CiklmfiRTemerton, DCD (360) 473-5275 * Fax(360) 473-5278 * www.ci.bremerton.wa.us A`P lica>lai» ~. .meter 1 06xat acto „,iMe:flylaca r : ent . 1, Site Address: 1(100A Pla4 To apply for a property address,contact Public Works at(360)473-5270 CONTRACTOR: rr'et5 ovie Ivtt. OWNER: F,r ¢otie Address: &81-o add Sl- cc e-- A' Address: 60-0 # G Sti`fi-A City, State, Zip: Fi e , "g 4)-if City, State, Zip: F,"f -, Wa ym`t)-'r License#& Exp. Date:'r-RGEST*HG`(IUZ rift/jt Phone#: ( 153 ) g`f&—13oo Contact Name: J',;>5 ,4., j-)e-Ae.r Authorized Agent Name: Contact Phone#: (a5 ) s39b- j3O0 Address: Email address: 655 ,hQfTeasto,u. o':n,cs,,corn City, State, Zip: Tax ID/Parcel#: 55 9(0 -Oc7o-)C x Od O Phone#: ( 7 Sewer n Septic Email address: Wh t js the pPlte #igr fpr'?'(Pt is chemo) it , EI w Cartstcuction A(teratiof(l ddltibn Ri NEW SINGLE-FAMILY RESIDENCE 0 RESIDENTIAL REBUII NALED 7 n NEW DUPLEX n RESIDENTIAL ADDITION NEW MANUFACTURED HOME 0 RESIDENTIAL REPAIR 0 NEW GARAGE/CARPORT n NEW ACCESSORY BUILDING (� •DEMOLITION sf Interior sf Exterior** sf Foundation Wall** sf Roof/Section** **Separate demolition permit and fees required. Contact Public Works for sewer cap permit(473-5270). Sewer must be capped prior to demolition permit issuance. n OTHER: IS THIS Plee.ERTY WITHIN 200 FEET OFA SHORELINE? YES D NO 171 I Scope of work proposed: SOk c. bus,` pkv, 1o° pja✓►.A Square Footage: Building: 1st Floor (2,)-(,) Basement Garage: 1st Floor 394' 2nd Floor l 014 Other Po2nd Floor f,o t'w ):� (` $ Valuation Plan Review Fee I Permit Fee Surcharge I Total Fees I 15 4 5t1 Application for which no permit is issued within 180 days following the date of application shall expire by limitation,and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant,showing that circumstances beyond the control of the applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after expiration,the applicant shall resubmit plans and pay a new plan review fee. d14/Ly k j Applicant's Signature (Print) Date Rev.Oct.2008 (Continued on back) gi 0YA 1 PERMIT CENTER AUG 14 2014 TM Dept. of Community Development*345 —6`—" Street, Suite 600*BremrL.erton*WA*98337-1873 , Cit of Br . . !if-0 :2 its D Mec�antcal ? 0 Pllal<Irrbin -- ,�, �. �x='' !?,:.�"��4�.n �»..,. lf P11e ' W �� 3T' ,fesDC7 Eleetrtc Cas ❑ 1" a ,4Y° tz1❑CmtlerCal ry r �ccupanc 0esez lr Site Address: 1900A Plan CONTRACTOR: Freestone Bayside,LLC. OWNER: Freestone Bayside,LLC Address: 6820 20th St E.Suite A Address: 6820 20th St.E Suite A City, State, Zip: Fife,WA 98424 City, State, Zip: Fife,WA 98424 License#: FREESI*969NZ Phone# ( 253 )896-1300 Contact Phone#': ( 253 )896-1300 Tax ID/Parcel #:5596-000-XXX-0000 NO. TYPE OF EQUIPMENT NO. TYPE OF FIXTURE AIR HANDLING UNIT>10,000CFM ATMOSPHERIC VACUUM BRKR 1-5 AIR HANDLING UNIT<10,000 CFM ATMOSPHERIC VACUUM BRKR>5 5 BATH FAN AND/OR EXHAUST FAN BACKFLOW DEVICE<=2" CLASS l HOOD&DUCT SYSTEM BACKFLOW DEVICE>2" CLASS 2 HOOD&DUCT SYSTEM BUILDING SEWER 1 CLOTHES DRYER W/EXHAUST 1 CLOTHES WASHER COMMERCIAL FURNACE/DUCT COMMERCIAL FLOOR DRAIN COMM.FURNACE>100,000 BTUS 1 DISHWASHER COMPRESSORS DRAIN PIPE/VENT PIPE ALTERATION 1 COOK STOVE W/EXHAUST DRINKING FOUNTAIN DUCT CHANGE W/O NEW FURNACE FLOOR DRAIN ELECTRIC FURNACE/HEAT PUMP FLOOR SINK/INDIRECT WASTE EVAPORATIVE COOLER GREASE INTERCEPTOR 1 FIREPLACE-GAS OR GAS LOG INSERT 2 HOSE BIBBS FIREPLACE-WOOD,OR WOODSTOVE INDUSTRIAL SAND/OIL INTERCEPTOR 1 GAS WATER HEATER&VENT LAWN SPRINKLER W/BACKFLOW DEV. GAS PIPING ROOF DRAIN MISCELLANEOUS MECHANICAL SHAMPOO SINK W/BACKFLOW DEVICE 1 NATURAL GAS FURNACE/DUCTING 5 SINK(LAV,KITCHEN,MOP OR BAR) PROPANE FURNACE/DUCTING SUMP PUMP PROPANE TANK(<2000 GALLONS) 3 TUB AND/OR SHOWER UNIT UNIT HEATER 3 WATER CLOSET AND/OR URINAL OTHER: OTHER: OTHER: OTHER: MECHANICAL FEES: . PLUMBING FEES: TOTAL FEES: (1(1/1a0 trfkill 1,111(14 Applicant's Signature Date Simple Heating System Size: Washington State, This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State EnerqvCode(WSEC)and ACOA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to�detemtin coolincrloads yav- 71-,v., F The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an ate"a weighted average,U-factor of 0 30 ' The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. , �5kd f i; r Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the top-downs for each section,some ,,r values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Ener �4.i=zij niign P;ogrim at t"' ��:re s I (360)956-2042 for assistance. —» Project Information Contact Information a , ,� ,--i Freest"oil 8'aysidevidit 2484a `$ Freestai*6820 ZOtI St E Fife WA 9642 •a d c fl ��s ''' 9 0 �1 / 253 896-100 n5 � fi„�, n�.M'.Ye.' i,,,,., of,,. ^,••l ;? .w^r,,..c,.:-- .,. ....,.,, ,,, .,,r, �;( „ ,Y�;Kem �.ir.. 6 „,f . gam. g Z rua Riek iFreestgne,companles ,, Heating System Type: CJ All Other Systems 0 Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Instructions _ nom Design Temperature Difference(AT) 41 ., Bremerton 4T=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) ;484 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) ';' :'8.4! 20,940 Glazing and Doors U-Factor X Area = UA Instructions 0 0.30 45 .'i ;', 130.41 Skylights U-Factor X Area = UA Instructions 0.50 n ;» --- Insulation Attic U-Factor X Area = UA Instruction" " V4 R-49 ;:7411- 0.026 1,431'• • 37.21 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions ,; Select R-Value . No selection Above Grade Walls(see Figure 1) U-Factor X Area UA Instructions R-21 Intermediate . 0.056 2,3$t% 133.62 Floors • U-Factor X Area UA Instructions R :. ,,,A. iii 0.029 x,,,465 42.49 30 u. Below Grade Walls(see Figure 1) U-Factor X Area UA Instructions No selection Select R value (�: --- Slab Below Grade(see Figure r),q F-Factor X Length UA Instructions Select conditioning . ' No selection •, --- �,x;,,, Slab on Grade(see Future 1) F-Factor X Len•th UA Instructions .. No selection .-;'; Select R value . , --- Location of Ducts Instructors h Duct Leakage Coefficient Unconditioned Space + ' 1.10 Sum of UA . 343.72 Envelope Heat Load 14,092 Btu/Hour Figure 1. Sum of UAXAT Air Leakage Heat Load 9,272 Btu/Hour VolumeX 0.6XATX.018 AboSeGrade Building Design Heat Load 23,365 Btu/Hour `'•.. «r••;,, Air Leakage.-Envelope Heat Loss .° Building and Duct Heat Load 25,701 Btu/Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1.10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 35,982 Btu/Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) :,w, Pr'acriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information yvyPree Plan Q a ,' F"reestone 6820,20th Sty E Fife WA 08424' 283 896 1300 ; �����a ' � ����� � � Ri+ekr�F•reestar�Bnompai�Ees �` This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date R-Valued U-Factor° ,a Fenestration U-Factor° n/a 0.30 5 ' ,.j 4 Skylight U-Factor n/a 0.501 l 3w Glazed Fenestration SHGC°'e n/a n/a ` ss' Ceiling 49J 0.026 UG 1 4 2014 Wood Frame Wallg`K" 21 int 0.056 Mass Wall R-Value' 21/21" 0.056 _ City of Bremerton, DCD Floor 30g 0.029 Below Grade Wall°K 10/15/21 int+TB 0.042 Slab°R-Value&Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses,as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: ❑1.Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. []2.Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. 03. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. 04. Dwelling unit other than one and two-family dwellings and townhouses: Exempt As defined in Section 101.2 of the International Residential Code Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope la 0.5 f lb Efficient Building Envelope lb 1.0 1c Efficient Building Envelope 1c 2.0 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 [� 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 0.5 0.5 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 El 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 C] 5b Efficient Water Heating 1.5 1.5 6 Renewable Electric Energy 0.5 11200 kWh 0.0 Total Credits 2.00 *Please refer to Table R406.2 for complete option descriptions http://www.enerny.wsu.edu/Documents/Table 406 2 Energy Credits 2012 WSEC.pdf ITabke R402.1.1 Footnotes • For SI: 1 foot.=304.8 mm, ci .=continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception:Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. `"10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. a R-10 continuous insulation is required under heated slab on grade floors.See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. 'The second R-value applies when more than half the insulation is on the interior of the mass wail. For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. k Int. (intermediate framing)denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. • • Window, Skylight and Door Schedule I ` E I k` �; •1: iL, rti Project Information Contact Inform tions ,.i s I Freestone Bayside Flan 4848 2E`E` Freestone p nie;6ag0h St E Frfe t�lGk 198424^ yt ,. ie . .. .., �43 896 1,�300Q og o20t` t 5 E..,r i, :.._ ..,.. p e _ tT .r E,. e zr, 311111C, 'A ;Ri0KREeestoriecamparn@S com..,. .,1211 .. K� I .....� ,,. rpt of porton, DCD i. Ref. U-factor Qt. Feet Inch Feet inch Area UA Exempt Swinging Door(24 sq. ft. max. ;p gi`^" . s4` 0.0 0.00 Exempt Glazed Fenestration (15 sq. ft. max.) ,, E e;W;r mii& 0.0 0.00 Vertical Fenestration(Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet inch Feet Inch Area UA E q En 2 GIz V n 1.»Low E/'w one,,,,i w; NFRAGG 0 30' ..41.%:',:a 2 5 � ' 20.0 6.00 �n .� Et�_� � ,y �� g. ., att ..... Ent,:2tGIi Vinyl„Low E Aragone.,y.°;, .,# NFRC 30 ... r atm 1; , 3 -" 1 , t 7.7 2.30 ... " `.dtht:.2 GIz V ri9I Low ErA'ragone ` _._ _.. 'ISI. FRC; 01i30 2 M 2� �, �,, 6" . . -, 24.0 7.20 Bath`2GIz,Vrnyl'Low EArago ',,,,,,, NFRC, 0 30 ` 1 4 1', 6.0 1.80 r Multi 2,Glz tiiI e _,EAr 5:01 k NFRC 0 301„ ,a- 3ag',. 111111 ill5 s 82.5 24.75 Fatuity 2 G z U'rnyl1Lo0rO Aragone !. ' , NFRC; 0 30 2 3 5 , ro„Aiii 33.0 9.90 Y Y ��Famtl� 2�G1ziV n ILaiE Agrabane4GD al NFRC 7(31.F41111 .3I,, tiff 11 81Si; 48.0 14.40 101 1 Family 2 GIz UInYI L w E-Aragone t 1 NFRC 0`30.. p 5: i r0;21 W2E-11' Ili 20.0 6.00 I•E,_e �1.: Closet 2rGIz�VrnyiiLoiati agorae NFRCii 0 3,0,:;;Fs�k. 1':...,. , 2,�.. .. 2. ..jig 4.0 1.20 BR42Gli' `" - -7.61.1.. KO Q30; i1,- „ 7 r , Pl4 -w-A, 31.5 9.45 Urn 1 Low E Ara ane ^ ,,,. >g a .' r.Open 2 GIz"I Inyi Low E"Aragone ,,, acre 0 3 i 2 2 :.2:::. Ito 8.0 2.40 ,,t„ -�e.Open.."2.,G z Uiny_I L'ow E„Aragone..s .. NMC; 0 30 ,E„ 414- 2.. 6.0 1.80 LIZ Iltea 2 Glz`Vrn ow Ei Ara one 2 ' NFRC 0:30 1. 411 t 20.0 6.00 1 1 Lauritlry 2GIz Ur411W' E Aragone e NFRC 0 3E0 h3 1 �2 s� 4E ,, »� ,�..� .. ,.. ,; 10.0 3.00 I ' <.,.E NiBa 2fGtZ Viii 1,Low E�Ara one iZi NFRC 0 304 '1W!!t•747-; €a w`,wam Ttsl 16.0 4.80 Meifit lz Vmyi Low Evi ra or e.-:',,taiail IN.E.9.0191.302M. Um 2 '.4.1M km 8.0 2.40 IP' ME24Glz Vmyl1Low EFArag ne ' ._:r E NFRCi.mon ',.' :tit"MI M72 Iii 50.0 15.00 „ Be4r06rns21Glz"' Vrnyl LowE- Aragone NFRC'030 ;,»r, L.- iii 5 4t E 40.0 12.00 EE`; `E�(�EE d yy���t,4' ' �E iE E �M r T ,�.� ,,.: _y .? E Er;E'EEvF�`,�k U ��.. r :"�.53.�"v'�. �. 71.0:11 Ttk3... _..:.,,:z..: _ ,,..._ �.�... 00 0.00 E,,, �», 3,r,"' , E P _,. .. : ,r » ISI,.,,, Mfg.77 G 0.0 0.00 gilimt. Ea -- e . . ? . 0.0 0.00 .: .,,.<.,.e,<:, ,,��,�k. A'g4R,�, .t^� »\,. , ;.. ..,,..»w, ».: ,� i,..>a�2.k� ,li , Kir.... 0.0 0.00 r ;, k ... ...... 2. .!!:.wr C.._saz. M11.51 tim , aa R 1Ell iia 0.0 0.00 r 1111 .,., »a», ,,.. E u 11: ms rrytt.p; ,»<, »., MN ,.. , A ', 0.0 0.00 .E 00 000 i? EEiifi4 iite Mail Willi EN iiiii iii,. xi 0.0 0.00 N . E {v, "--.1:-....;,:,::.:-`4.....*.......am' : o? ra �. . .. ., '�.. _ » � § € „,,_ . n " 1kg: 0.0 0.00 E ' A P E ` E�&^+z- 'EE€ ag€i, NEM PrM . .,,:,. a1..21,9:,.7:::."?!.:::-40,..?..:, �... 0.0 0.00 .. h .., . 1. .. .,",, . . ». .. . ,.:: ?..,, a,_ .,.:...._. .i E h s, ,,,,,r,.` ,:.. ".x 0.0 0.00 ' L o- - , 00 000� m g: u mows@ is a . k,,,..,� .. pi ii .-4.4 wi -_,: - 4 r ,^7 '^ "x'"„`44` ". ,,�,�r s ....J. :E:42. 6fe �AE ';gid_ _ _, ... . . .l , ..., : _ ai . .' k ;:» 0.0 0.00 gr L to ::iE %;A=a sin '.. A .� E`�'f :. E Ni . g ,�a t r ,= 41 0.0 0.00 r„ E„ Y ; I» ...,»,. ; ...; ..,giMP .., ......< et �Ya # maw.:-.1y 03 . i -a00 0.00 -+' s ;c' ,�azo , _ t�.:' a V ., 01lim..,i '..k, lii ll„w . .- 0.0 0.00 y ,.€, �» �,,,,,r »,E,u„ �».. ,. EE r ,�;; .,�rE,. ... kF . . .,,.2WE.» .li iiiikall 511 0.0 0.00 e40 0 0 00. „,.. - p - .` ��.. E�E.w .E. � :�•,_..��p^s�K�<i..e<`M'r$E,��.. 00 0.00G S i „E4,x,. h _ 0.00 t 4 : 0.0[Es P ke . ateE 0.0 0.00. a ` "sv . p'*.!,,,,,,,. : 4 ? w 'e Z . 0.0 0.00!,„„ € P .> Esc„; , -- � - i�,o ev.� & �� 4:�"� ' t ....� � 0.0 0.00..4 .» v��.� .. , a , + - { - ��' E ,, 0.00 rr E b � . m » te . 0.0 � "� 1 �. '( 'ESZ . EET Y ` a <,,,a. E�, le 3a � --_.tx , .. . tiv �txracfi d..o• 4RRR °�€ I• j 434.7 130.40�.z :..__ RU' `1 3 NoF P 0.30 zp iy . --w,..',.....,,,,:.!„,,..„449',,,...,,,...aton Area WeigVertical FenestraSum of Vertical FenestrahtitoendAUre=aUaA/ndArUeAa ww.Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet �n°h Area UA �. � ••`3• ,,,,s,„„..,,,;,7,571.6;:; ,,,,,,,,,....„x?k�a ,, , -. _.. '` .._ �ls' r� �35 as �r,.� 0.0 0.00 0.00 0.0 x,., , � - E. YE �. EES::�. S'^`»�fic. € � kn A>' t4 )I .. ��� "� �,u `�� s sem«, 0.0 0.00 ... .,,,.,Mtn ..... E. a E .. E,...,.. _ 0.0 0.00 ,xy ,P T t = M 5.ed,SPE y P'`'q'"i� *' iii Sdli' '�r',. ,.,--a .< '' - ,. - oma... _ 0.0 0.00 h Ea 'E3 3"x' E ..„,,,,,,,,r1-',•.,1,70,..-:,-.;..:..4.:::,k-:,A; `y`." .� _ 3.: € .-,,,,,,,,-H-.&--10 ,new `.•,,'"`,:;':::..'"'... Et . ,e. .,:w ,..,,�,.cn:. ., ✓.fit:.1"'-°"'-''''' E�a...f Er.'. E o:v at;E s .: .....' ,�„,� 0.0 0.00 Sum of Overhead Glazing Area and UA I 0.0 0.00 Overhead Glazing Area Weighted U= UA/Area 0.00 Total Sum of Fenestration Area and UA (for heating system sizing caicuiations) 434.7 130.40 • • FREESTONE 682020th Street East • . . Permit..0@rater. . .. .. Fife,Suit WAe9A8424 Dept. of Community Development : €x c\d 345 - 6th Street, Suite 600*Bremerton*WA*98337-1873 • WHOLE ROUSE VENTILATION USING THE PRESCRIPTIVE METHOD IN 2012 IRC Purpose: We have'all heard about office and school buildings which cause people to become ill. If improperly ventilated,our homes can cause some of us to become ill too.With all of the new materials we use to'construct and furnish our buildings, it is very important that our homes are ventilated in such a way as to provide us with a method to get the stale air-out and • fresh air in. Please check the appropriate box to describe which of the four prescriptive Whole House Ventilation Systems you will be using,and fill in any blanks or boxes under the system you choose. • • n Option 1. Whole house Ventilation Using Exhaust Fans(IRC Section M1507.3.4) • • CFM Exhaust Fan Flow Rating Per Table M1507.3.3(1)and multiplied by factor in Table M1507.3.3(2)(attached). Location of whole house exhaust fan(s)must be shown on the plans. The intermittent mechanical ventilation system shall operate at least one hour'out of every four when designed for intermittent operation in - accordance with Table M1507.3.3(2). • Fan Controls:24 hour clock timer capable of continuous operation,with manual and automatic control,&be accessible • Whole house fans located 4 feet or less from the interior grille shall have a sone rating of 1.0 or less at 0.1 inches w.g.per HVI 915(2009) - At the time'of final inspection,the automatic control shall be set to operate the whole-house fan according to the schedule used to calculate the whole-house fan sizing. • Outdoor air,shall be distributed to each habitable room by individual outdoor air inlets with controllable and secure openings,provide at least 4 sq.in.of opening for each space,located at least 10 feet from appliance ducts,and located away from where objectionable odors, • fumes and vapors are present. Option 2. Whole house Ventilation Integrated with a Forced Air Heating System. Section M1507.3.5) r - • f) inch Fresh air duct,connected to the furnace return plenum,sized Per Section M1507.3.3. • Integrated forced-air ventilation systems shall have an outdoor air inlet duct connecting a terminal element on the-outside of the building • to the return air plenum of the forced-air system,at a point within 4 feet upstream of the air handler. • • The outdoor air inlet duct connection to the return air stream shall be located upstream of the forced-air system blower and shall not be connected directly into a furnace cabinet to prevent thermal shock to the heat exchanger.' • The system will be equipped with a motorized damper connected to the automatic ventilation control as specified in Section M1507.3.2. The required flow rate shall be verified by field testing with a flow hood or a flow measuring station. • • Outdoor Air,inlets shall be screened or otherwise protected from entry by leaves or other material and located • All Ventilation supply ducts in the conditioned space shall be insulated to a minimum of R-4 Option 3. Whole house Ventilation Using a Supply Fan(IRC Section M1507.3.6) • • - • inch Outdoor air inlet duct,connected to the furnace supply air stream,sized Per Table M1507.6.2.(attached) • • Fresh Air inlet.Back-draft Damper plus one of the following:(Choose one) EiCalibrated manual volume damper installed and set to meet the measured flow rates in Table 1507.3.3(1)(attached)by field testing with a pressure gauge and/or following manufacturer's installation instructions. A manual volume damper installed and set to meet the measured flow rates specified in Table M1507.3.3(1)by field testing with a flow hood or flow measuring station. ElAn automatic flow-regulating device sized to the specified flow rate in Table M1507.3.3(1)which provides constant flow over a pressure range of 0.20 to 0.60 inches water gauge. • Outdoor Airlinlets shall be screened or otherwise,protected from entry by leaves or other material and located . • All Ventilation supply ducts in the conditioned space shall be insulated to a minimum of R-4 Option 4. Whole house Ventilation Using a Heat Recovery Ventilation System • • All duct work in heat recovery system shall be at least 6 inches in diameter • Balancing dampers shall be installed on the inlet and exhaust side. • Flow measurement grids shall be installed on the supply and return. • System minimum flow rating shall not be less than specified in Table M1507.3.3(1). - • Outdoor air,inlets shall be screened or otherwise protected from entry by leaves or other material and located • Ventilation Supply Ducts in the conditioned space upstream of the heat exchanger shall be insulated to a minimum of R-4 • L5 FREESTONE 6820 20th Street East Suite A Fife,WA 98424 .General'!Requirements B4M i(Xt -� At the time of final inspection; the automatic control time shall be set to operate the whole house fan according to the schedule used for thecalculation. • . A label shall be affixed to the control that reads"Whole House Ventilation".(see operating instructions) • 24-hour clock timer installed with capability of continuous operation,.manual and automatic control, readily accessibl . • Installer(shall provide the manufacturer's installation, operating instructions, and a whole house ventilation system operation description. • Standard air leakage caulking shall be installed in the following locations (WSEC Table R402.4.1.1): a)Wiring/ plumbing / duct register penetrations b) Rim joist/ mud sill (heated lower floors) c) Light fixture/flue penetrations d)Around window and door frames Airflow between fresh air ports OR openable screened windows and whole-house fan ensured by undercut door(minimum 1/2"), or grilles. (IRC M1507.3) REFERENCE TABLES Table M1507.3.3(1) II Continuous Whole House Ventilation I, System Airflow Rate Requirements(cfm) Floor Area(ftz) Number of Bedrooms 0-1 2-3 4-5 , 6-7 >7 <1500 "" 30 45 60 75 90 1501—3000 45 60 K 75 90 105 • ' 3001—4500 60 75 90 105 120 • 4501—6000 75 90 105 ' 120 135 6001—7500 90 105 120 135 150 >7500 Ii 105 120 135 150 165 • Table M1507.3.3(2) Intermittent Whole House Mechanical Ventilation Factors • Run-Time Percentage in Each 4-Hour Segment 25% 33% 50% 66% 75%X 100% Factor _ 4� 3 2 1.5 1.3 1.0 • • Table M1507.3.6.2 Prescriptive Supply Fan Duct Sizing . Supply Fan Tested CFM at 0.40"w.g. Specified Volume Minimum Smooth Minimum Flexible Duct • from Table Duct Diameter Diameter M1507.3.3(1) 50-90 cfm 4 inch 5 inch 90-150cfm 5 inch 6 inch • 150-250 cfm 6 inch 7 inch • 250-400 cfm 7 inch l 8 inch PRESCRIPTIVE HEATING SYSTEM SIZING All heating equipment must be sized using a recognized engineering practice.Typical sources include: •ASHRAE Handbook of Fundamentals. •ACCA Manual J,j8m Edition-Residential Load Calculation. •ACCA Manual Ni Commercial Load Calculation. WSEC:www.energ'y.wsu.edu/code KLIEMAI . N BRS. Heating and Air Conditioning 4703- 116th Street E, Tacoma, WA 98446 253-537-0655/253-539-3861 Fax VENTILATION AIR REPORT To Whom It May Concern: 2-3 bed 1501-3000sf requires 60cfm minimum continuous operation per Table M1507.3.3(1), 2012 IRC Intermittent Whole House Ventilation Integrated with a Forced-Air System -M1507.3.3(2), 2012 IRC 4hr cycle: 3hr ON- 1hr OFF 75%run time: 60cfm x 1.3 = outside air set at 78cfm • • Karen Kliemann Kliemann Brothers Heating 253-537-0655 • O:/WSEC Code DocsNentilation Air Report\Fan Size—4-5 bed 1501-3000-75cfm Printed 8/19/14 17) J „ ..,,411.04 L:1,1 AUG 1 to 2014 INC WELLER CONSULTING ENGINEERS,P.C. 21925 8th Place W• Bothell,WA 98021 • Ph(425)488-9868 • Fax(425)486-6715•'` c'ngrrr corneas nit�e� TO: City of Bremerton Building Department August 4, 2014 Plans Examiner RE: Plan 1900 Weller Consulting Engineers, P.C. Job# 14-015 This plan may be used as a"basic"plan on any lot in the plat of"Bayside"located in the city of Bremerton by Freestone only provided that the site does not exceed the following criteria. Wind speed 110 mph—V ult Exposure B Seismic Category D Snow Load 25 psf The cover sheet provided by Weller Consulting Engineers, P.C, does not have to be an original. Weller Consulting Engineers, P.C. assumes full responsibility for the structural design. w Asr "•A ALV I Mark F. Weller, P.E. ss e�sif;6"1° c `.• President S�nNAI.Fk • FEYPIRE6 04/25/! , • 4 STRUCTURAL DESIGN FOR , �,t �' M� "hij; PLAN 1900 AUG 14 2014 City of Bremerton, DCD BREMERTON, WASHINGTON NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. / /e4- Asliss .S4.' QVC f/F: -)3 a 40910 R'�Otsrlr5t4.o y4,`ya c�0!Y 1i, t2j44 WELLER CONSULTING PROJECT NO. 14-015 21925 8TH PL W DATE 02/24/14 BOTHELL, WA 98021 PREPARED BY Mark Weller, P.E. (425) 488 -9868 (425) 486 -6715 FAX • DESIGN CRITERIA PER THE 2012 INTERNATIONAL BUILDING CODE EARTHQUAKE PER SECTION 1613 Design Per ASCE 7-10 Section 12.8 Equivalent Lateral Force Procedure Base Shear: V=Cs * W Cs=Seismic Response Coefficient W=Effective Seismic Weight Site/Project Specific Design Values: Ss= 1.55 per USGS S1 = 0.54 per USGS Site Class D (Default) Seismic Design Category D R=6.5 from Table 12.2-I Risk Category II from Table 1.5-1 Ie= 1.00 from Table 1.5-2 Cs=0.1590 per Section 12.8.1.1 WIND DESIGN PER SECTION 1609 (Allowable Stress Design) Design per ASCE 7-10 Section 28.6 Design Wind Pressure: Ps=X * I,* KZT * PS30 where: X=Exposure Factor KZT=Topographic Factor Ie=Importance Factor PS30=Base Design Pressure Site/Project Specific Values: Basic Wind Speed= 110 mph(V„11) X= 1.00 Exposure"B" (<30') "Urban Clustered Area" Kn.= 1.00 to= 1.00 PS30=see ASCE 7-10, Figure 28.6.1 STANDARD DESIGN INFORMATION The information described below is to be used unless otherwise noted on the plans WOOD DESIGN per Section 2301,Allowable Strength Design,AF&PA SDPWS 2008&AF& PA NDS 2012 when applicable;per 2308 Conventional Light-Frame Construction MINIMUM NAILING REQUIREMENTS per Table 2304.9.1 ANCHOR BOLTS: 5/8"0 x 10",A307 or better, w/7" min. Embedment. V= 1.6 x 860= 1376 #/bolt CONCRETE DESIGN per Chapter 19&ACE 3 18-1 1' Concrete: f c=2500 psi Rebar: fy=40,000 psi MISCELLANEOUS HARDWARE SIMPSON Strong-Tie Connectors or equal • 4 SHEAR WALL SCHEDULE (SEE ANSI/AF& PA SDPWS-2008 Table 4.3A&Section 4.3.3) All shear walls to be sheathed from top plate to bottom plate. Block all panel edges. Nail spacing is for all panel edges. Space nails @ 12"o.c. along intermediate framing members. SW-6 v=350 plf 7/16"OSB,w/8d(0.131"0)common nails @ 6"o.c. Anchorage(interior;walls only)to SINGLE joist or blkg below: I6d(box)@ 4"o.c. SW-3 v=715 plf 7/16"OSB,w/8d(0.131"0)common nails @ 3"o.c. Anchorage(interior walls only)to 4x(min.)BEAM or blkg below: 16d(box)@ 2"o.c. NOTE: use min 3"''nominal studs @ adjoining panel edges SW-2 v=950 plf 7/16"OSB, w/8d(0.131"0)common nails a 2"o.c.(staggered) Anchorage(interior iwalls only)to 4x(min.) BEAM or blkg below: %"x 4%" SDS SCREWS @ 3"o.c. NOTE: use min 3" nominal studs @ adjoining panel edges The shear values above are based upon the use of 8d common nails with a full head, a shank diameter of 0.131",and a minimum penetration of 1.375". From Table 4.3A use 15/32; 8d values with a 0.93 reduction for Siem-Fir& 1.4 increase for wind. 16d@16"O.C. SHEAR WALL EDGE NAILING RIM JOIST ► :, LOCATE SHEATHING JOINT @ COMMON MEMBER SHEAR TRANSFER 0 EXTER!OWALL DETAIL 4 LI 0 0 o0 CO U T- N 0 N M 0 el 0 010 N N r M1 0 000 0 0 0 00. N N 0T- cr.; .- r N N O e- O M N O E- LtI', II II II II " II II II II 0 4-- 0 u) nn innn nn 1- Q a U) a a a a a. a a s .r N. go 0 tL "0 0 It O II 2 `" 0O co 0 0 o 0 o .0 u) + + v) °r- In CO co w 0 ill 1.0 CD Ca @ © N r chi ce a © © © F- © © @@ I0 e� () LL LL e N ci Z In U d co co (i) 0ccn c u) co II II o Zoco 0 Mo 0) Lo U)ril N .- N L0 Z. (n N M 0 N Cie U II o 0 0 0 ~ �► 0 cc LL. D CD e v LL > •Ne. 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Q. > C it I.:_; © II LL' CY (1) Q W LY > > Z ri > Z 00 < a dup 0 apo L5 O - - - - ROA. 0 SHEATH TRUSS, PER SW-4, L= 10', SEE DETAIL B (ELEV A) f O2 ADD (5) BLOCKING PANELS, SEE DETAIL C (ELEV B) _ 0 CS16 TO WALL BELOW 0 I 1 4 CSI6TOHEAD I ' ER BELOW X I t 05 CS16 TO RIM BELOW t FT- r I I t,,,zi) i3 64: -- © I 'tet ■ � -rte I 1 © I , -I _ _ko) NOTE: ALL EXTERIOR WALLS & GABLE ENDS TO BE SW-6 U.N.O. UPPER FLOOR SHEAR WALLS _r Lco .0 p eo F.,___ ....,==.. r - , . —ewe REAt, _ _ ..z ,,,.... I � ® ADD (3)A35 BLOCKING TO WALL * i=1—i___ TOP PLATE I - - . J 0 EXTEND GARAGE DOOR HEADER TO - A: CORNER, PROVIDE NAILING PER DETAIL D I i 3 A HTT 5 MAY BE USED IN LIEU OF AN I U, STHD1ORJ HOLDOWN, SEE DETAIL E ! I r -11 " i I' ® HDQ8, SEE DETAIL F I I - � III 0 HDQ8, SEE DETAIL G u I 'oria,?.q.- 1; . --- Tcs 1 ;1:- it ;I� CI• SW-CD STL-1 a 0 K-5, `r /1 ih II (s ) e3 ? _ EE.-./.1(:)-TQ 4-3 II r r 7 i il i (.... Ki 0 NOTE: ALL EXTERIOR WALLS TO BE SW-6 U.N.O. MAIN F.LOO.R SHEAR WALLS • IL / 0 0 Ian © .I • I:: i,: 0 CONCRETE STEM WALL TO BE 3'-3" P MIN. ABOVE GARAGE SLAB I ,_ I ,I 20 A HIT 5 MAY BE USED IN LIEU OF AN I. 1 1:•7 .t 3 STHD1ORJ HOLDOWN, SEE DETAIL E I I ` 1I. O SSTB28 FOR HDQ8 ABOVE, I 1. 3 SEE DETAIL F `" d ® SSTB28 FOR HDQ8 ABOVE, I SEE DETAIL G f _ \ 1 PL :1 05 3"x 3"x 1/4" PLATE WASHER SHALL 1 EXTEND TO WITHIN 1/2"OF THE I!. _ . SHEATHING r ^�1 `�1 2. I7 } � ' Iz .. :.,. .w ..�:..I tl i.„ .s-n-motes, / 'I s 1 V1 (s) e� -'n : I.41 IJoTE t4 3 1 I f 1 •`L__ ___l f-1 4 p iR ala o 4 "I j NOTE: USE 5/8" 0 ANCHOR BOLTS W/ 3" x 3" x 1/4" WASHERS n 5'-0" O.C. U.N.O FOUNDATION PLAN 1 • WELLER CONSULTING JOB NAME PLAN 1900 . W C ENGINEERS, P.C. JOB NUMBER 14-015 PREPARED BY MW DATE 2/24/ 14 SHEET NO. LAS OF Llo 21925 8TH PL W• BOTHELL, WA 98021 PH.(425)488-9868 • FAX(425)486-6715 8d (0.131)0 6"O.C. / ROOF SHEATHING TRUSSES PER PLAN // 1 Ullibbh 8d (0.131) @ 6"O.C. f SHEATH TRUSS PER SW-4, ROOF SHEATHING ` PROVIDE INTERMEDIATE /1 FRAMING AS REQUIRED 1►�Vy y;I 8d(0.131) @ 4"O.C. • 8d(0.131)@ 4"O.C. VENTED BLOCKING 2 x_A5 REQUIRED H1 @ 24"0.C. x SHEAR WALL PER PLAN DETAIL A DETAIL B 8d (0.131) @ 6"0.C. ROOF SHEATHING TRUSS PER PLAN U �, 2 x 4 FRAMING ALL AROUND BETWEEN TRUSSES NAILED W/8d (0.131) @ 6"0C. Ii'," , (1)16d@A356"O.C. __-__''�' SHEAR WALL TOP PLATE 1111111111111=111111111111111111•111111114 DETAIL C . W C WELLER CONSULTING JOB NAME PLAN 1900 ENGINEERS,P.C. JOB NUMBER 14-015 PREPARED BY MW DATE 2/24/ 14 SHEET NO. L9 OF LAC, 21925 8TH PL W• BOTHELL,WA 98021 PH.(425)488-9868• FAX (425)486-6715 WINDOW INDOOR (2)2 x_HF #2 STUDS FRAMING HITS HOLDOWN mm mm WINDOW[DOOR CC SSTB16 mm / HEADER mm f C WM WM CC PROVIDE (2) ROWS OF RIM JOIST W/SOLID BLOCKING 8c1 2"O.C. SHEAR SILL PLATE WALL TO HEADER ° 4 w n ° d ° C W S `r) DETAIL E W W LL w 4x6OF #2 HDQB HOLDOWN 551828 P.T. SILL PLATE DETAIL D ui ° 4 ° ° n • 4 ° ° DETAIL F WELLER CONSULTING JOB NAME PLAN 1900 ENGINEERS,P.C. JOB NUMBER 14-015 PREPARED BY MW DATE 2/24/ 14 SHEET NO. C-tt> OF LI 21925 8TH PL W• BOTHELL, WA 98021 PH.(425)488 -9868 • FAX (425)486-6715 4x6PF #2 HPO&HOLPOWN SSTB28 RIM JOIST W/SOLID BLOCKING _ SILL PLATE 11111111 d d a 22 a 1'' a 5 6 4 O 8 � a DETAIL G V � • 1i ; DESIGN LOADS: ROOF DL = 15 PSF LL = 25 PSF ENGINEERED TRUSSES BY TRUSS MANUFACTURER NOTE: PROVIDE(2) 2 X POST ALL HIP MASTERS & GIRDER TRUSSES U.N.O HEADERS: 4 x 8 DF # 21U.N.O. U NOTE:PROVIDE(1) 2 X TRIMMER @ ALL HEADERS U.N.O U r �. _ �. C r1 ROOF FRAMING PLAN (ELEV A) F,2" 4' ---". 4 DESIGN LOADS: - .— �` ROOF DL = 15 PSF _1 LL = 25 PSF ENGINEERED TRUSSES BY TRUSS MANUFACTURER NOTE:PROVIDE(2) 2 X POST ALL HIP MASTERS & GIRDER TRUSSES U.N.0 c t HEADERS: 4 x 8 DF # 2 U.N.O. _ NOTE: PROVIDE(1) 2 X TRIMMER @ ALL HEADERS U.N.O COLUMNS: Cl: (3) 2x6HF # 2 -- I G/ Jr G-- c I 11- ' t"-_-__It - r-- XI 1 LI I � - L ii- - ROOF FRAMING PLAN (ELEV B) • V3 • cZ 64,0 DESIGN LOADS: FLOOR DL = 10 PSF LL =40PSF HZ JOISTS: 2 x 12 HF #2 I — +16" O.C. .�41. FJ1: 2x12HF #2@12" O.C. r ' p ,I�* NOTE:PROVIDE LUS28 HANGERS & f ' i ALL FLUSH FRAMED ENDS [ I' HEADERS: 4 x 8 DF #2 U.N.O. ', NOTE: PROVIDE(1) 2 X TRIMMER @ ALL HEADERS U.N.O H1: 3 1/8 x 12 GLB (24F-V4) j I' —i H2: 4x10DF # 2 BEAMS: 1 "' ;: 1 NOTE: PROVIDE(2) 2 X POST @ ALL BEAMS U.N.O. 81: 4x8DF# 2 B2: 5 1/8 x 131/2 GLB (24F-V4) ' 83: (2) 2x12 HF#2 63 B4: 51/8 x 101/2 GLB (24F-V4) 1 I B5: 51/8 x 101/2 GLB (24F-V4) 1I B6: 3 1/8 x 10 1/2 GLB (24F-V4) I 1 COLUMNS: t i C2: 4 x 4 P.T. WI AC4 &AB44 .. C3: (3) 2x4HF# 2 C4: 6x6DF# 2W/AC6 I 3 ' HANGERS: ' • C2— Icd HGR1: HUCQ5.25/9 �_ Milli, UIQ NOTE: PROVIDE (2) ROWS OF 1/4" x 4 1/2" SDS 1-k 1 0 C2 SCREWS @ 16" O.C. LEDGER TO RIM AT ALL TRUSS LEDGER CONNECTIONS NOTE: PROVIDE SOLID FRAMING IN JOIST SPACE TO FOUNDATION FOR ALL PT. LOADS ABOVE UPPER FLOOR FRAMING PLAN - /----• . . • , vil-- ! I , 1 1 , t.: ______ 1 , DESIGN LOADS: :IF — a , FLOOR DL =.10 PSF 1 ::=...c5 11, LL = 40 PSF - .. , It ,...r JOISTS: 2 x 10 HF #2(a 16" O.C. .. - H- NOTE: I NOTE: PROVIDE LUS28 HANGERS I A ALL FLUSH FRAMED ENDS 1 I '..1.-, BEAMS: 4 x 10 DF.# 2 U.N.O. .. I NOTE: PROVIDE 4 x 4 POST L I- .3 @ ALL BEAMS U.N.O. i . 11 PROVIDE 4 x 6 POST @ ALL BEAM SPLICES U.N.O. , —B7: (2) 2 x 10 HF#2 r ,_ x li, .....i,,,. COLUMNS: ' C5: 4x 6 DF # 2 ., fmap2gk-vssrR=awuwa.."d , ? ,- ., NOTE: PROVIDE SOLID FRAMING 1.• ., IN JOIST SPACE TO FOUNDATION14 FOR ALL PT. LOADS ABOVE .;. Y —I— is 1 I I L i ,?..1 r 1 1 ! 1 , I MAIN FLOOR FRAIVIING PLAN BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 v PLAN 1900 ROOF FRAMING GT1 (FOR REACTIONS ONLY) Date: 2/21/14 Selection 5-118x 19-1/2 GLB 24F-V4 DF/DF Lu =0.0 Ft Conditions NOS 2012 Min Bearing Area R1= 11.2 in2 R2= 11.2 in2 (1.5) DL Defl= 0.54 in Recom Camber=0.81 in Data Beam Span 25.0 ft Reaction 1 LL 4375# Reaction 2 LL 4375# Beam Wt per ft 24.28# Reaction 1 TL 7304# Reaction 2 TL 7304# Bm Wt Included 607# Maximum V 7304# Max Moment 45647'# Max V(Reduced) 6354# TL Max Defl L/240 TL Actual Defl L/278 LL Max Defl L/360 LL Actual Defl L/557 Attributes Section(in') Shear(in') TL Defl (in) LL Defl Actual 324.80 99.94 1.08 0.54 Critical 212.00 34.53 1.25 0.83 Status OK OK OK OK Ratio 65% 35% 86% 65% Fb(psi) Fv(psi) E(psi x mil) Fc i(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2584 276 1.8 650 Adjustments Cv Volume 0.936 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:350 Uniform TL: 560 =A Uniform Load A R1 =7304 R2 = 7304 SPAN =25 FT Uniform and partial uniform loads are lbs per lineal ft. • BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg ft 5234-65779 V PLAN 1900 ROOF FRAMING GT2(FOR REACTIONS ONLY) Date: 2/21/14 Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu =0.0 Ft Conditions NDS 2012 Min Bearing Area R1=6.6 in2 R2=6.6 in2 (1.5) DL Defl= 0.29 in Recom Camber=0.43 in Data Beam Span 15.0 ft Reaction 1 LL 2625# Reaction 2 LL 2625# Beam Wt per ft 14.94# Reaction 1 TL 4312# Reaction 2 TL 4312# Bm Wt Included 224# Maximum V 4312# Max Moment 16170'# !' Max V(Reduced) 3737# TL Max Defl L/240 TL Actual Defl L/306 LL Max Defl L/360 LL Actual Defl L/601 Attributes Section (in') Shear(In'); TL Defl(in) LL Defl Actual 123.00 61.50 0.59 0.30 Critical 70.31 20.31 0.75 0.50 Status OK OK OK OK Ratio 57% 33% 78% 60% Fb(psi) Fv(psi) E(psi x mil) Fc_i_(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2760 276 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:350 Uniform TL: 560 =A Uniform Load A R1 =4312 R2=4312 SPAN = 15 FT Uniform and partial uniform loads are lbs per lineal ft. • BeamChek v2012 licensed to:Weller Consulting Engineers, P.C. Reg#5234-65779 f;i77j PLAN 1900 ROOF FRAMING TYPICAL HEADER Date: 2/21/14 Selection 4x 8 DF-L#2 Lu =0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.5 in' R2=2.5 in' (1.5)DL Defl= 0.04 in Data Beam Span 5.5 ft Reaction 1 LL 963# Reaction 2 LL 963# Beam Wt per ft 6.17# Reaction 1 TL 1557# Reaction 2 TL 1557# Bm Wt Included 34# Maximum V 1557# Max Moment 2141 '# Max V(Reduced) 1215# TL Max Defl L/240 TL Actual Defl L/847 LL Max Defl L/360 LLActual Defl L/>1000 Attributes Section (in') Shear(in2) TL Defl(in) LL Defl Actual 30.66 25.38 0.08 0.04 Critical 19.09 8.80 0.28 0.18 Status OK OK OK OK Ratio 62% 35% 28% 22% Fb(psi) Fv(psi) E(psi x mil) Fc l (psi) Values Reference Values 900 180 • 1.6 625 Adjusted Values 1346 207 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 350 Uniform TL: 560 =A Uniform Load A /\ R1 = 1557 R2 = 1557 SPAN =5.5 FT Uniform and partial uniform loads are lbs per lineal ft. • BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 V PLAN 1900 UPPER FLOOR FRAMING TYPICAL JOIST Date:2/21/14 Selection 2x 12 HF#2 @ 16 In oc Lu=0.0 Ft Conditions NDS 2012, Repetitive Use Min Bearing Area R1=0.9 in2 R2=0.9 in2 (1.5) DL Defl= 0.03 in Data Beam Span 11.0 ft Reaction 1 LL 293# Reaction 2 LL 293# Beam Wt per ft 0# Reaction 1 TL 367# Reaction 2 TL 367# Bm Wt Included 0# Maximum V 367# Max Moment 1008'# Max V(Reduced) 304# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(in) LL Deft Actual 31.64 16.88 0.10 0.08 Critical 12.38 3.04 0.55 0.37 Status OK OK OK OK Ratio 39% 18% 19% 21% Fb(psi) Fv(psi) E(psi x mil) Fc.1(psi) Values Reference Values 850 150 1.3 405 Adjusted Values 978 150 1.3 405 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le =0.00 Ft Loads Uniform LL: 53 Uniform TL: 67 =A Uniform Load A R1 =367 R2=367 SPAN= 11 FT Uniform and partial uniform loads are lbs per lineal ft. • BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg#523445779 V PLAN 1900 UPPER FLOOR FRAMING FJ1 Date:2/21/14 Selection 2x 12 HF#2 @ 12 in oc Lu =0.0 Ft Conditions NDS 2012, Repetitive Use Min Bearing Area R1= 1.1 in2 R2= 1.1 in2 (1.5)DL Den= 0.14 in Data Beam Span 17.75 ft Reaction 1 LL 355# Reaction 2 LL 355# Beam Wt per ft 0# Reaction 1 TL 444# Reaction 2 TL 444# Bm Wt Included 0# Maximum V 444# Max Moment 1969'# Max V(Reduced) 397# TL Max Defl L/240 TL Actual Deft L/402 LL Max Deft L/360 LL Actual Deft L/553 Attributes Section (in') Shear(in2) TL Deft(in) LL Deft Actual 31.64 16.88 0.53 0.39 Critical 24.17 3.97 0.89 0.59 Status OK OK OK OK Ratio 76% 24% 60% 65% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 850 150 1.3 405 Adjusted Values 978 150 1.3 405 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb =0.00 Le=0.00 Ft Loads Uniform LL:40 Uniform TL: 50 =A Uniform Load A /\ Z . R1 =444 R2=444 SPAN = 17.75 FT Uniform and partial uniform loads are lbs per lineal ft. 1 Vo BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1900 UPPER FLOOR FRAMING TYPICAL HEADER Date:2/21/14 Selection 4x 8 DF-L#2 Lu =0.0 Ft Conditions NDS 2012 Min Bearing Area R1=5.3 int R2=3.1 in2 (1.5)DL Defl= <0.01 in. Data Beam Span 2.5 ft Reaction 1 LL 2399# Reaction 2 LL 1307# Beam Wt per ft 6.17# Reaction 1 TL 3318# Reaction 2 TL 1919# Brn Wt Included 15# Maximum V 3318# Max Moment 2294'# Max V(Reduced) 2898# IL Max Defl L/240 TL Actual Defl L/>1000 LL Max Deli L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in2) TL Defl(in) LL Deft Actual 30.66 25.38 0.01 <0.01 Critical 23.52 24.15 0.13 0.08 Status OK OK OK OK Ratio 77% 95% 12% 11% Fb(psi) Fv(psi) E(psi x mil) Fc_l_(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1170 180 1,6 625 A justments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:40 Uniform TL: 50 =A Point LL Point TL Distance Par Unif LL Par Unif TL Start End I 2730 B =3497 0.75 350 H =560 0 2.5 I =80 0 2.5 I H Uniform Load A Pt loads: 0 R1 =3318 R2 = 1919 SPAN =2.5 FT Uniform and partial uniform loads are lbs per lineal ft. . V1 BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 - PLAN 1900 UPPER FLOOR FRAMING H1 _ Date:2/21/14 Selection 3-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 • Min Bearing Area R1=3.4 in2 R2=3.2 in2 (1.5)DL Defl= 0.35 in Recom Camber=0.53 in Data Beam Span 15.0 ft Reaction 1 LL 975# Reaction 2 LL 975# Beam Wt per ft 9.11 # Reaction 1 TL 2193# Reaction 2 TL 2093# Bm Wt Included 137# Maximum V 2193# Max Moment 8142'# Max V(Reduced) 1924# TL Max Defl L/240 TL Actual Defl L/333 LL Max Defl L/360 LL Actual Defl L/965 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 75.00 37.50 0.54 0.19 Critical 35.40 10.46 0.75 0.50 Status OK OK OK OK Ratio 47% 28% 72% 37% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2760 276 1.8 650 Adiustments Cv Volume 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 80 Uniform TL: 100 =A Point TL Distance Par Unif LL Par Unif TL Start End B=250 4.5 50 H =80 0 15.0 I=80 0 15.0 • H Uniform Load A Pt loads: 0 0 R1 =2193 R2=2093 SPAN = 15 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2012 licensed to: Weller Consulting Engineers, PC. Reg#5234-65779 Vg PLAN 1900 UPPER FLOOR FRAMING H2 Date:2/21/14 Selection 4x 10 DF-L#2 Lu =0.0 Ft Conditions NDS 2012 Min Bearing Area R1=4.7 in' R2=4.7 in2 (1.5) DL Defl= 0.06 in Data Beam Span 6.5 ft Reaction 1 LL 1723# Reaction 2 LL 1723# Beam Wt per ft 7.87# Reaction 1 TL 2951 # Reaction 2 IL 2951 # Bm Wt Included 51 # Maximum V 2951 # Max Moment 4795'# Max V(Reduced) 2251 # TL Max Deft L/240 TL Actual Defl L/623 LL Max Deft L/360 LL Actual Defl L/>1000 Attributes Section (in') Shear(in') TL Deft(in) LL Deft Actual 49.91 32.38 0.13 0.06 Critical 46.33 16.31 0.33 0.22 Status OK OK OK OK Ratio 93% 50% 39% 28% Fb(psi) Fv(psi) E(psi x mil) Fc I(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1242 207 1.6 625 Adjustments CF Size Factor 1.200 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le =0.00 Ft Loads Uniform LL:80 Uniform TL: 100 =A Par Unif LL Par Unif TL Start End 450 H =720 0 6.5 1=80 0 6.5 I H Uniform Load A 0 0 R1 =2951 R2 =2951 SPAN=6.5 FT Uniform and partial uniform loads are lbs per lineal ft. • BeamChek v2012 licensed to:Weller Consulting Engineers, P.C. Reg#5234-65779 y' PLAN 1900 UPPER FLOOR FRAMING B1 Date:2/21/14 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.0 in2 R2= 1.0 in2 (1.5) DL Defl= 0.02 in Data Beam Span 6.0 ft Reaction 1 LL 375# Reaction 2 LL 375# Beam Wt per ft 6.17# Reaction 1 TL 618# Reaction 2 TL 618# Bm Wt Included 37# Maximum V 618# Max Moment 928'# Max V(Reduced) 494# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2 Z TL Defl(in) LL Defl Actual 30.66 25.38 0.04 0.02 Critical 8.27 3.58 0.30 0.20 Status OK OK OK OK Ratio 27% 14% 13% 10% Fb(psi) Fv(psi) E(psi x mil) Fc i(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 125 Uniform TL: 200 =A Uniform Load A R1 =618 R2=618 SPAN =6 FT Uniform and partial uniform loads are lbs per lineal ft. • VI4- • BeamChek v2012 licensed to:Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1900 UPPER FLOOR FRAMING B2 Date: 2/21/14 Selection 5-1/8x 13-1/2 GLB 24F-V4 DF/DF Lu =0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 7.4 in2 R2=7.3 in2 (1.5) DL Defl= 0.26 in Recom Camber=0.38 in Data Beam Span 18.0 ft Reaction 1 LL 3600# Reaction 2 LL 3600# Beam Wt per ft 16.81 # Reaction 1 TL 4818# Reaction 2 TL 4735# Bm Wt Included 303# Maximum V 4818# Max Moment 21688'# Max V(Reduced) 4237# TL Max Defl L/240 TL Actual Defl L/287 LL Max Defl L/360 LL Actual Defl L/433 Attributes Section (in3) Shear(in3) TL Defl(in) LL Defl Actual 155.67 69.19 0.75 0.50 Critical 108.44 26.48 0.90 0.60 Status OK OK OK OK Ratio 70% 38% 84% 83% Fb(psi) Fv(psi) E(psi x mil) Fc±(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:400 Uniform TL: 500 =A Point TL Distance B =250 6.0 Uniform Load A Pt loads: Q R1 =4818 R2 =4735 SPAN = 18 FT Uniform and partial uniform loads are lbs per lineal ft. BearnChek v2012 licensed to:Weller Consulting Engineers, P.C. Reg#523465779 Vs PLAN 1900 UPPER FLOOR FRAMING B3 Date: 2/21/14 Selection 1 (2)2x 12 HF#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=5.0 in2 R2=5.0 in2 (1.5) DL Defl= 0.02 in Data Beam Span 7.0 ft Reaction 1 LL 1610# Reaction 2 LL 1610# Beam Wt per ft 8.2 # Reaction 1 TL 2041 # Reaction 2 TL 2041 # Om Wt Included 57# Maximum V 2041 # Max Moment 3572'# Max V(Reduced) 1494# TL Max Deft L/240 TL Actual Deft L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in2) TL Defl(in) LL Deft Actual 63.28 33.75 0.08 0.05 Critical 50.43 14.94 0.35 0.23 Status OK OK OK OK Ratio 80% 44% 21% 23% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 850 150 1.3 405 Adjusted Values 850 150 1.3 405 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:460 Uniform TL: 575 =A Uniform Load A 7 , • R1 =2041 R2=2041 SPAN =7 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2012 licensed to:Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1900 UPPER FLOOR FRAMING B4 Date: 2/21/14 Selection 5.118x 10-1/2 GLB 24F-V4 OF/OF Lu=0.0 Ft Conditions NOS 2012 Min Bearing Area R1=6.6 in2 R2=6.6 in2 (1.5) DL Defl= 0.12 in Recom Camber=0.18 in Data Beam Span 12.0 ft Reaction 1 LL 3360# Reaction 2 LL 3360# Beam Wt per ft 13.08# Reaction 1 TL 4278# Reaction 2 TL 4278# Bm Wt Included 157# Maximum V 4278# Max Moment 12835'# Max V(Reduced) 3655# TL Max Defl L/240 TL Actual Defl L/348 LL Max Defl L/360 LL Actual Defl L/491 Attributes Section (in') Shear(in2) TL Defl(in) LL Defl Actual 94.17 53.81 0.41 0.29 Critical 64.18 22.84 0.60 0.40 Status OK OK OK OK Ratio 68% 42% 69% 73% Fb(psi) Fv(psi) E(psi x mil) Fc.I.(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:560 Uniform TL: 700 =A Uniform Load A A R1 =4278 R2 =4278 SPAN= 12 FT Uniform and partial uniform loads are lbs per lineal ft. • BeamChek v2012 licensed to:Weller Consulting Engineers, P.C. Reg It 5234-65779 �i1 PLAN 1900 UPPER FLOOR FRAMING B5 Date: 2/21/14 Selection 5-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu =0.0 Ft Conditions NOS 2012 Min Bearing Area R1=5.4 in2 R2=5.4 in2 (1.5) DL Defl= 0.13 in Recom Camber=0.19 in Data Beam Span 13.0 ft Reaction 1 LL 2730# Reaction 2 LL 2730# Beam Wt per ft 13.08 # Reaction 1 TL 3497# Reaction 2 TL 3497# Bm Wt Included 170# Maximum V 3497# Max Moment 11367'# Max V(Reduced) 3027# TL Max Defl L/240 IL Actual Defl L/362 LL Max Defl L/360 LL Actual Defl L/515 Attributes Section(in') Shear(in2) IL Defl(in) LL Defl Actual 94.17 53.81 0.43 0.30 Critical 56.83 18.92 0.65 0.43 Status OK OK OK OK Ratio 60% 35% 66% 70% Fb(psi) Fv(psi) E(psi x mil) Fc_i_(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:420 Uniform TL: 525 =A Uniform Load A R1 =3497 R2 = 3497 SPAN= 13 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2012 licensed to:Weller Consulting Engineers, P.C. Reg#5234-65779 v 18 PLAN 1900 UPPER FLOOR FRAMING —_—_ B6 Date: 2/21/14 Selection 3-1/8x 10-1/2 GLB 24F-V4 DF/OF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.6 ire R2=3.4 in2 (1.5)DL Defl= 0.19 in Recom Camber=0.28 in Data Beam Span 13.0 ft Reaction 1 LL 1037# Reaction 2 LL 1453# Beam Wt per ft 7.97# Reaction 1 TL 1690# Reaction 2 TL 2209# Bm Wt Included 104# Maximum V 2209 ft Max Moment 5757'# Max V(Reduced) 1795# TL Max Defl L/240 TL Actual Defl L/396 LL Max Defl L/360 LL Actual Defl L/749 Attributes Section (in') Shear(in2) TL Defl(in) LL Deft Actual 57.42 32.81 0.39 0.21 Critical 25.03 9.76 0.65 0.43 Status OK OK OK OK Ratio 44% 30% 61% 48% Fb(psi) Fv(psi) E(psi x mil) Fci.(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2760 276 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 150 Uniform TL: 240 =A Par Unlf LL Par Unif TL Start End I 180 H=225 10.0 13.0 I H Uniform Load A I 0 Q R1 = 1690 R2 =2209 SPAN = 13 FT Uniform and partial uniform loads are lbs per lineal ft. ` ,�r— I BeamChek v2012 licensed to:Weller Consulting Engineers, P.C. Reg#5234-65779 V' PLAN 1900 MAIN FLOOR FRAMING TYPICAL JOIST Date:2/21/14 Selection 2x 10 HF#2 @ 16 In oc Lu=0.0 Ft Conditions NOS 2012, Repetitive Use Min Bearing Area R1= 1.0 in2 R2= 1.0 in2 (1.5)DL Defl= 0.09 in Data Beam Span 12.5 ft Reaction 1 LL 333# Reaction 2 LL 333# Beam Wt per ft 0# Reaction 1 TL 417# Reaction 2 TL 417# Bin Wt Included 0# Maximum V 417# Max Moment 1302'# Max V(Reduced) 365# TL Max Defl L/240 TL Actual Defl L/480 LL Max Defl L/360 LL Actual Defl L/660 Attributes Section (in') Shear(in2) TL Defl (in) LL Defl Actual 21.39 13.88 0.31 0.23 Critical 14.53 3.65 0.63 0.42 Status OK OK OK OK Ratio 68% 26% 50% 55% Fb(psi) Fv(psi) E(psi x mil) Fel(psi) Values Reference Values 850 150 1.3 405 Adjusted Values 1075 150 1.3 405 Adjustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:53 Uniform TL: 67 =A Uniform Load A . , R1'=417 R2 =417 SPAN = 12.5 FT Uniform and partial uniform loads are lbs per lineal ft. • BeamChek v2012 licensed to:Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1900 MAIN FLOOR FRAMING B7 Date: 2/21/14 Selection (2) 2x 10 HF#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=4.1 in2 R2=4.1 in2 (1.5) DL Defl= 0.02 in Data Beam Span 5.0 ft Reaction 1 LL 1150# Reaction 2 LL 1150# Beam Wt per ft 6.74# Reaction 1 TL 1679# Reaction 2 TL 1679# Bm Wt Included 34# Maximum V 1679# Max Moment 2099'# Max V(Reduced) 1162# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 42.78 27.75 0.04 0.03 Critical 26.94 11.62 0.25 0.17 Status OK OK OK OK Ratio 63% 42% 17% 15% Fb(psi) Fv(psi) E(psi x mil) Fc_l_(psi) Values Reference Values 850 150 1.3 405 Adjusted Values 935 150 1.3 405 Adjustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:460 Uniform TL: 575 =A Par Unif TL Start End H =90 0 5.0 H Uniform Load A 0 R1 = 1679 R2= 1679 SPAN=5 FT Uniform and partial uniform loads are lbs per lineal ft. W( BeamChek v2012 licensed to:Weller Consulting Engineers, P.C. Reg#5234-65779 • • PLAN 1900 MAIN FLOOR FRAMING -- TYPICAL BEAM Date:2/21/14 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.7 in' R2=2.7 in2 (1.5)DL Defl= <0.01 in. Data Beam Span 5.25 ft Reaction 1 LL 1313# Reaction 2 LL 1313# Beam Wt per ft 7.87# Reaction 1 TL 1661 # Reaction 2 TL 1661 # Bm Wt Included 41 # Maximum V 1661 # Max Moment 2180'# Max V(Reduced) 1173# TL Max Defl L/240 TL Actual Dell L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in') Shear(in2) TL Defl(in) LL Defl Actual 49.91 32.38 0.03 0.02 Critical 24.23 9.78 0.26 0.18 Status OK OK OK OK Ratio 49% 30% 12% 13% Fb(psi) Fv(psi) E(psi x mil) Fcl(psi) Values Reference Values 900 .180 1.6 625 Adjusted Values 1080 180 1.6 625 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:500 Uniform TL: 625 =A I Uniform Load A I I I Q R1 = 1661 R2= 1661 SPAN =5.25 FT Uniform and partial uniform loads are lbs per lineal ft.