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HomeMy WebLinkAboutPOE ST N 315_13-00002067 ,-A-T , OF �l LAI-E LSIlA0P E BUILDING & SAFETY %CEA L7 R.E A M EXTREME ,- 130 South Main Street PERMIT JOB ADDRESS . . . . . : 315 N POE ST DESCRIPTION OF WORK . : ADD RESIDENTIAL OWNER CONTRACTOR JOHN K. MATTERA OWNER MARIA DEL ROSARIO A. P . # . . . . . 374-053-010 5 SQUARE FOOTAGE 1060 OCCUPANCY . . . DWELLINGS, LODGING HOUSES GARAGE SQ FT 0 CONSTRUCTION TYPE V- NON RATED FIRE SPRNKLR VALUATION 39 , 000 ZONE NA BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 352 . 00 14 . 00 X 9 . 0000 VALUATION 126 . 00 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 478 . 00 . 00 478 . 00 OTHER FEES PLAN CHECK FEES 358 . 50 . 00 358 . 50 TOTAL 836 . 50 . 00 836 . 50 SPECIAL NOTES & CONDITIONS REHAB SFR AND PERMIT UNPERMITTED ADDITIONS, 2200 SF TOTAL, TO INCLUDE PLUMB, ELEC AND MECH Qx=l 'e oujam Tea IF Draml. 1 '/2q/13 24 Rmetpt no: �ffl F-013 aw Trans C11 "a Trals dates {/24/13 Tams 14:02:20 City of Lake Elsinore Please read and initial Building Safety Division _—I.I am Licensed under the provisions of Business and professional Code Section 7000 et se cl.and ' k my license is in full force. Post in conspicuous place 2.I,as owner of the property,or my employees w/wages as their sole compensation will do the work on the job and the structure is not intended or offered for sale. 3.I,as owner of the propetty,am exclusively contracting with licensed contractors to construct the You must furnish PERMIT NUMBER and the project. JOB ADDRESS for each respective inspection: 4.I have a certificate of consent to seifinsure or a certificate of Workers Compensation Insurance Approved plans must be on job or a certified copy thereof. at all times: ,.1 shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued. Note:If you should become subject to Workers Compensation after making this certification, Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked. EL01 Temporary Electric Service l t PLO I Soil Pipe Underground EL02 Electric Conduit Underground BPOI Footings BP02 Steel Reinforcemem BP03 Grout BP04 Slab Grade PLO I Underground Water Pipe SSO1 Rough Septic System S WO I On Site Sewer BP05 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BP08 Roof Sheathing BP09 Shear Wall&Pre-Lath PL03 Rough Plumbing L f EL03 Rough Electric Conduit EL04 Rough Electric Wiring EL05 Rough Electric/ T-Bar MEO1 Rough Mechanical .Zz-a 17 N E02 Ducts,Ventilating PL04 Rough Gas Pipe I Test P.=- PL02 Roof Drains BP 10 1 Framing&Flashing BP12 Insulation 3 BP13 Drywall Nailing BPI 1 Lathing&Siding 12: '/ PL99 Final Plumbing EL99 IFinal Electrical ME99 Final Mechanical BP99 Final Building Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES Deputy Inspector Department Approval required prior to the POO I Pool Steel Rein./Forms building being released bX the City POO I Pool Plumbing/Pressure Test P003 Pre-Gunite Approval Date Inspector EL06 Rough Pool Electric Planning Sub List Approval Landscape P004 Pool Fencing/Gates/Alarms Finance P005 Pre-Plaster Approval Engineering P009 1 Final Pool/Spa — iTY O LA TT T T. l -NO PE D R.F A A4 -- E:I.M F ,t� 130 South Main Street APPLICATION PP IC q TION Foy1 APPLICATION NO. `Z6 BUILl.D1lI.N�Gl lPERMIT�. APPLICATION RECEIVED DATE AF# BY VALUATION CALCULATIONS T BUILDING ADDRE. 1st FLOOR SF TRA BLOCYJPAGE L /PAR EL 2nd FLOOR SF AME 3rd FLOOR SF O n ` ; _� ✓` a� C +^ W GARAGE SF N E STORAGE SF R M-,- y, ,,, Ocenseunder Nprovisions of chapter (commencing DECK&BALCONIES SF with section 7000)of division 3 of the business and professions code and C my license is in full force and effect. OTHER: SF O LICENSE# CITY BUSINESS N AND CLASS TAX# T NAME 49( VALUATION:, R A MAILING C ADDRESS FEES T CITY STATE/ZIP PHONE O BUILDING PERMIT $ R CbNTRACTOR'S SIGNATURE DATE PLAN CHECK NAME .. } ! LICENSE# PLAN REVIEW C ADDRESS]Z i 7- Al. SEISMIC H CITY ff STATEIZIP PHONE PLAN RETENTION ❑ NEW OCC GRP.! CONST. ❑ADDITION DIVISION: TYPE: ❑ALTERATION NUMBER OF NUMBER OF ❑OTHER STORIES: BEDROOMS: ❑ SINGLE FAMILY ZONE: ❑APARTMENTS ❑ 1 certify that 1 have read this application and state that the ❑CONDOMINIUMS HAZARD YES above information is correct.1 agree to comply with all city ❑TOWN HOMES AREA? NO and county ordinances and state laws relating to building ❑COMMERCIAL SPRINKLERS YES construction,and hereby authorize representatives of this ❑ INDUSTRIAL REQUIRED? NO city to enter upon the above-mentioned property for insp- ❑REPAIR PROPOSED USE OF BLDG: tion purposes. ❑DEMOLISH 1PRESENT USE OF BLDG: JOB DESCRIPTION ignature of Applicant or Agent Date R S: i--- is e]I+V Agent for ❑ contractor ❑ owner Agents Name Agents Address Street City State Zip CITY OF �� COMMUNITY llEVI±;LfOPMFNT LAI T LSINORIE BUILDING DIVISION DREAM EXfkEMF. rM PLAN CHECK SUBMITTALS PROPERTY ADDRESS: �S N• �o�� S r Contact Person: /•--e, �ti ryl 7 erg Telephone No. Permit Application No: 13- z G Date I" Submittal: Initial Plan Checker: ?? Date returned from Plan Check: Status: Date notified Applicant: Date Picked up: Initial: Applicant Date 2°d Submittal: Initial flan Checker: Date returned from Plan Check: Status: Date notified Applicant: Date Picked yap: Initial: Aj)lil3ca nt Date 3rd Submittal: Initial Plan Checker: Date returned from Plan Check: Status: Date notified Applicant: Date Picked up: Initial: Applicant Planning Approval: DATE Sent: DATE APPROVED: Engineering Approval: DATE Sent: DATE APPROVED: Fire Dept. Approval: DATE Sent: DATE APPROVED: DATE Received School Fee (If Area> 500 SF): DATE Received Health Department Approval: Location: Date Permit Issued: Tech: U:\Building & Safety\Forms\I'lanchecklog.doc Created on 8/8/2008 1:51:00 PM LAKE ELSINORE UNIFIED SCHOOL DISTRICT Facilities Services 545 Chaney Street Lake Elsinore, CA 92530 (951) 253-7015 CERTIFICATE OF COMPLIANCE Wednesday, July 24, 2013 Tvpe of Permit City of Lake Elsinore permit# 13-2067 Receipt# 2013-14-10 Owner Name John Keith Mattera Thomas Guide Job Site Address 315 Street N. Poe St. Page # City Lake Elsinore Zip 92530 Grid # APN # 374-053-010 Tract# Lot# Type of Development Residential Addition No. of units 1 Sq Footaqe 1,060 Comments It has been determined the above-named owner is exempt from paying school fees at this time due to the following reason: Exemption does not apply N/A This certifies that school facility fees imposed pursuant to: Government Code 65995& Ed. Code 17620 in the amount of 3.20 x 1,060 or $3.392.00 have been paid to L.E.U.S.D. for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By: John Mattera Telephone 951-956-1634 Name on the check/voucher By-. Carol Cole, Director Fiscal Services 7/24/2013 Fee collected/exempted bv: Karla Meza Payment Received Sianature '___� •— *NOTICE* - Pursuant to Government Code 66020, this will serve to notify you that the 90-day approval period in which you may protest the fees has begun to run immediately. Collector: Attach a copy of County or City plan check application form to District copy. Oriqinal-District 2 embossed copies - Developer Cr T of o. T LADE tj� Ls1A0RE BUILDING & SAFETY DREAM EXTREME,. 130 South Main Street PERMIT PERMIT NO: 13-00000656 DATE : 3/22/13 JOB ADDRESS . . . . . : 315 N POE ST DESCRIPTION OF WORK . : DEMOLISH ALL OTHERS OWNER CONTRACTOR JOHN K. MATTERA OWNER MARIA DEL ROSARIO A. P . $# . . . . . . 374-053-010 5 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ FT 0 CONSTRUCTION . . FIRE SPRNKLR VALUATION . . . ZONE . . . . . . NA DEMOLITION PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 30 . 00 DEMOLITION PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 30 . 00 FEE SUMMARY CHARGES PAID DUE PERMIT FEES DEMOLITION PERMIT 30 . 00 . 00 30 . 00 DEMOLITION PERMIT 30 . 00 . 00 30 . 00 OTHER FEES SEISMIC OTHER . 50 . 00 . 50 TOTAL 60 . 50 . 00 60 . 50 SPECIAL NOTES & CONDITIONS DEMOLITION OF UN-PERMITTED STRUCTURES r tw�J `4 CUJTEFc 2 Tvp2 T-F D'dp- ,' 1. HUI% PFM t ,50 TrAd) tend-- AT Total rrcn.�f sfi-0-50 City of Lake Elsinore Please read and initial Building Safety Division 1.1 am Licensed under the provisions of Business and professional Code Section 7000 et seq.and MY license is in full force. Post in conspicuous place .2L__2,l,as owner of the property,or my employees w/wages as their sole compensation will do the work on the job and the structure is not intended or offered for sale. 3.1,as owner of the property,am exclusively contracting with licensed contractors to construct the You must furnish PERMIT NUMBER and the project. JOB ADDRESS for each respective inspection: 4.1 have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance Approved plans must be on job cQVLA_ or a certified copy thereof. at all times: J 5.1 shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued. Note:If you should become subject to Workers Compensation after making this certification, Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked. ELO 1 Temporary Electric Service PLOD- 6iT"Pl� n ei•graun ._�. _ ____ _ ._.� _....__.____...�___._ ___�_._____._. _..___ ___.__._ EL02 Electric Conduit Underground BPO1 Footings BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PLO1 Underground Water Pipe SS01 Rough Septic System SWOT On Site Sewer BP05 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BP08 Roof Sheathing BP09 Shear Wall&Pre-Lath PL03 Rough Plumbing EL03 Rough Electric Conduit EL04 Rough Electric Wiring ELOS lRough Electric/ T-Bar MBO1 Rough Mechanical ME02 Ducts,Ventilating PL04 Rough Gas Pipe/Test PL02 Roof Drains BP1O lFraming&Flashing BP 12 Insulation BP13 Drywall Nailing BPl l Lathing&Siding PL99 Final Plumbing EL99 lFinal Electrical ME99 Final Mechanical BP99 IFiDal Building •� Code Pool&Spa Approvals Date Inspector OTHIKIR DIVISION RELEASES Deputy Inspector Department Approval required prior to the P001 Pool Steel Rein./Forms building being released by the City P001 Pool Plumbing/Pressure Test P003 Pre-Gunite.Approval Date Inspector EL06 Rough Pool Electric Planning Sub List Approval Landscape P004 Pool Fencing/Gates/Alarms Finance P005 Pre-Plaster Approval En itleerin P009 Final Pool/Spa CITY OF LADE I� R F M F. 130 South Main Street APPLICATION FOR APPLICATION NO BUILDING PERMIT APPLICATION RECEIVED nAtE AP fil By VALUATION CALCULATIONS C 1 st FLOOR SF C9 'e J TRACT tIt-VU10PAGE LOTIPARCEL 2nd FLOOR SF *fiereb� 3rd FLOOR SF "t+t "L f -C P �" -GARAGE SF STORAGE SF um that am icens under provisions o chapter 9 commenc,n DECK&BALCONIES SF with section 7000)of division 3 of the business and professions code,and C my license is in full force and effect. OTHER: SF O LICENSE# CITY BUSINESS N AND CLASS TAX# T NAME VALUATION: R A MAILING C ADDRESS FEES T CITY STATEIZiP PHONE O BUILDING PERMIT $� _ R N RA R' NA URE DATE PLAN CHECK L E A PLAN REVIEW R LING C ADDRESS SEISMIC H 1 STATEIZIP PLAN RETENTION ❑ NEW OCC GRP 1 CONST ❑ADDITION DIVISION: TYPE: ❑ALTERATION NUMBER OF NUMBER OF ❑ OTHER STORIES, BEDROOMS ❑ SINGLE FAMILY ZONE. ❑APARTMENTS ❑ 1 certify that I have read this application and state that the ❑ CONDOMINIUMq HAZARD YES above information is correct- I agree to comply with all city ❑ TOWN HOMES AREA? NO and county ordinances and state laws relating to building ❑ COMMERCiAL iSPRINKLERS YES construction,and hereby authorize representatives of this ❑ INDUSTRIAL REQUIRED? NO city to enter upon the above-mentioned property for insp- El REPAIR PROPOSED USE OF BLDG: uon purposes. ❑ DEMOLISH PRESENT USE OF BLDG. JOB DESCRIPTION Signature of Applicant or Agent Date Agent for [] contractor CJ owner Agents Name Agents Address Street City State Zip Mattera, Residence Reno&Addn, Elsinore,Hawkins 2013-105 16-Apr-I3 Page 1 of 43 Structural Calculations FOR REMODEL AND ADDITION FOR MATTERA RESIDENCE z AT r . POE ST '., LA SINORE CA C`1 QRpfFSSIpNq REN Fc CD Ui 0. 3 7J Cr x= sT C I0- 9TF QF CAS CFO r EW-Webb Engineering, Inc ew-webb.com 1299 Columbia Ave,E-7 Riverside CA 92507 Phone(951)788-2050 Fax(951)788-2075 EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera,Residence Reno&Addn, Elsinore, Hawkins Riverside CA 92607 (951)788-2050 (951) 788-2075 Fax 2013-105 _ 16-Apr-13 Page 2 of 43 Load Specifications WindSpeed 85 No of Stories 2 Conterminous48States. 2005 ASCE 7 Standard Latitude=33.674352 WindExposure C R(Structural Factor) 6.5 Longitude=-117.33100699999999 Spectral Response Accelerations Ss and SI Windimportance 1 Seismiclmportance 1 Ss and S1=Mapped Spectral Acceleration Values Site Class B-Fa=1.0,Fv=1.0 SoilBearing 1500 Fa 1 FV 1.5- Data are based on a 0.01 deg grid spacing ,pa Period Sa e� __ _ (sec) (g) SoilPassive 250 Ss 1.646 S1 0.602 0.2 1.646(Ss,Site Class B) 4-) (.�..�.�.m� 1.0 0.602(Sl,Site Class B) Jurisdiction CBC 2010 SMs r 1.646 SM10.903 Conterminous 48 States 0 t 2005 ASCE 7 Standard Hold Down Factor 100.00/o SDs 1g097� SDI Iw 0.602� Latitude=33.674352 Longitude=-117.33100699999999 Spectral Response Accelerations SMs and SMl SMs=Fa x Ss and SMl=Fv x S I Site Class D-Fa=1.0,Fv=1.5 Period Sa (sec) (g) 0.2 1.646(SMs,Site Class D) The Following Load Derivations DO NOT SUMMARIZE 1.0 0.903(SMI,Site Class D) NOR SPECIFY THE FINAL DESIGN Conterminous 48 States 2005 ASCE 7 Standard The following load breakdowns are given here to show how the ASSUMED loads were derived. Latitude Longitude=-117.33100699999999 They do NOT specify the results of the actual design, which results are given on the plans and Design Spectral Response Accelerations SDs and SDI on the following pages of the calculations. Check these to see if the ASSUMED loads are SDs=2/3 x SMs and SDI=2/3 x SMl reasonable and are greater than or equal to the actual design. /.a., while a floor framing Site Class D-Fa=1.0,Fv=1.5 system's dead load here might be derived using 2x12 joists,the actual design may use 2x10 Period Sa foists. This is acceptable because the 2x10 joists are proven in the calcs to carry the dead load (see) (g) of a heavier(2x 12)system. 0.2 1.097(SDs,Site Class D) 1.0 0.602(SDI,Site Class D) Roof DeadLoad 11.24 PSF MaterialName UnitWeight psi LiveLoad 20 PSF 2x8 @ 16"oC 1.987 Totall-oad 31.24 PSF Plywood 1/2" 1.5 Insulation 1.5 Gyp Bd 1/2" 2.5 Felt 0.25 Roofing Composition Shingles 3.5 Exterior wall DeadLoad 14.96 PSF MaterialName UnitWeight psi LiveLoad 0 PSF 2x4 @ 16"oc 0.959 Totall-oad 14.96 PSF Gyp Bd 1/2" 2.5 Stucco 10 Insulation 1.5 Interior Wall DeadLoad 7.46 PSF MaterialName UnitWeight psi LiveLoad 0 PSF 2x4 @ 16"oC 0.959 Totall-oad 7.46 PSF Gyp Bd 1/2" 2.5 Gyp Bd 1/2" 2.5 Insulation 1.5 EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera, Residence Reno&Addn, Elsinore, Hawkins Riverside CA 92507 (951) 788-2050 (951)788-2075 Fax 2013-105 _ 16-Apr-13 Page 3 of 43 Floor DeadLoad 11.83 PSF MaterialName UnitWeight psi LiveLoad 40 PSF Carpet 1.5 Totall-oad 51.83 PSF Insulation 1.5 Gyp Bd 1/2" 2.5 2x12 @ 16"OC 3.084 Plywood 3/4" 2.25 Underlayment 1 Ceiling DeadLoad 5.51 PSF MaterialName UnitVlleight psi LiveLoad 10 PSF 2x6 @ 16"OC 1.508 Totall-oad 15.51 PSF Gyp Bd 1/2" 2.5 Insulation 1.5 EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera,Residence Reno&Addn, Elsinore,Hawkins Riverside CA 92507 (951) 788-2050 (951)788-2075 Fax 2013-105 _ 16 Apr-13 Page 4 of 43 Beam Summary Left Support Right Support '1 "one trimmer stud inadequate for bearing No Description Length Use Rx Bearing (in) Rx Bearing(in) 1 HDR @ MASTER 3 4x4 DF-#2 582.78 0.27 582.78 0.27 2 HDR @ MASTER 3.5 4x4 DF-#2 216.37 0.10 216.37 0.10 3 RR @ MASTER 17.5 2x10 DF-#2 363.56 0.39 363.56 0.39 4 HDR @ M BATH 4 4x4 DF-#1 559.68 0.26 529.76 0.24 5 HDR @ FAM 3 46 DF-#2 1439.57 0.66 1439.57 0.66 6 HDR @ FAM 4.5 4x6 DF-#2 664.09 0.30 664.09 0.30 7 HDR @ STAIR 3 4x4 DF-#1 811.61 0.37 811.61 0.37 8 FJ @ FAM 14 2x10 DF-#2 482.54 0.51 482.54 0.51 9 FJ @ FAM 18 2 ea--2x10 DF-#2 620.41 0.33 620.41 0.33 10 HDR @ FAM 5.5 48 DF-#1 1953.88 0.89 1953.88 0.89 11 HDR @ FAM 3 46 DF-#2 1394.69 0.64 1394.69 0.64 12 HDR @ BATH 4.5 4x6 DF-#1 1326.60 0.61 1326.60 0.61 13 HDR @ KIT 3.5 46 DF-#2 953.26 0.44 953.26 0.44 14 HDR @ ENTRY 3.5 44 DF-#2 458.92 0.21 458.92 0.21 15 FLR GIRDER UNDER BED 5.5 4x6 DF-#1 1140.26 0.52 1140.26 0.52 16 FJ UNDER BED 8 2x6 DF-#2 275.74 0.29 275.74 0.29 17 FLR GIRDER UNDER LIVING 6 4x6 DF-#1 1037.12 0.47 1037.12 0.47 18 FLR GIRDER @ DINING 8.25 4x6 DF-#1 855.20 0.39 855.20 0.39 19 FLR GIRDER @ KIT 7 4x8 DF-#1 1360.54 0.62 1360.54 0.62 EW-Webb Engineering, Inc. _ 1299 Columbia Ave, E-7 Riverside CA 92607 Matters, Residence Reno&Addn,Elsinore, Hawkins (951) 788-2050 (951)788-2075 Fax 2013-105 16-Apr-13 Page 5 of 43 BeamNumber f Length Gov Shear 582.78 Actual Fv Description HDR @MASTER Fv: 180. 7136� J Shr Farrtnr 1,F Left Right Req'd A 4.86 Support Dist: E 3 MinD@Brg 1.39 Left Cantilever Center Span Right Cantilever Gov Mom: 437.09 Shear(lb): 582.781 Repetitive Factor LJ Actual Fb Moment(ft-lb): 437.09 @ 1.5 ft Fb: 900. 734.6 � Equiv w(plf): 388.52 Req'd S: 5.83 El Required(lb-inA2): 4720518. Gov El: 4720518. @ L/240 E 1600000. Reactions(lbs): 582.78 582.78 Req'd I: 2.95 Max Reactions(lbs): 582.78 582.78 Target:- 4x (for all possible load 4x4 DF#2 conbinations) Use: Bearing Length @ 625. psi 271 in 271 in Trib(ft Unit lbs ft from Trib(ft Unit lbs ft from Load or lbs) Load or plf left end or lbs) Load or plf left end Roof 11 x 31.24 = 343.64 @ x= 0 -TO- 11 x 31.24 = 343.64 @ x= 3 Exterior wall 3 x 14.96 = 44.88 @ x= 0 -TO- 3 x 14.96 = 44.88 @ x= 3 BeamNumber F---]2 Length 3.5 Gov Shear 216.37 Actual Fv Description HDR @ MASTER Sh 180. 26 49� r Factor 1.5 Left Right Read A 1.8 Support Dist. I ° MinD@Brg .52I Left Cantilever Center Span Right Cantilever Gov Mom: F 189.32 Shear(lb): 216.37F 216.37 RepetitiveFactor Actual Fb Moment(ft-lb): 189.32 @ 1.75 ft Fb: 900. 318 19, Equiv w(plf): 123.64 Req'd S: 2.52 El Required(lb-in"2): C 2385479.24 Gov El: F 2385479.24 @ L/240 E 1600000. Reactions(lbs): 216.37 216.37 Req'd I: 1.49 Max Reactions(lbs): 237 216.37 Target: 4x (for all possible load 16. Use: E:=:!1 conbinations) _�_ __�.�� ' Bearing Length @ 625. psi F 1 I in E in Trib(ft Unit lbs ft from Trib(ft Unit lbs ft from Load or lbs) Load or plf left end or lbs) Load or plf left end Roof 3 x 31.24 = 93.72 @ x= 0 -TO- 3 x 31.24 = 93.72 @ x= 3.5 Exterior wall 2 x 14.96 = 29.92 @ x= 0 -TO- 2 x 14.96 = 29.92 @ x= 3.5 EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera,Residence Reno&Addn,Elsinore,Hawkins Riverside CA 92507 (951)788-2050 (951)788-2075 Fax 2013-105 _ 16-Apr-13 Page 6 of 43 BeamNumber 0 Length 17.5 Gov Shear 363.56 Actual Fv Fv: 180. 39.32 Description RR @MASTER Shr Factor 1.5 Left Right Req'd A 3.03 Support Dist: 17.5 MinD@Brg 2.02 Left Cantilever Center Span Right Cantilever Gov Mom: 1590.56 Shear(lb): 363.56 363.56 RepetitiveFactor FI.15 Actual Fb Moment(ft-lb): 1590.56 @ 8.75 ft Fb: �- 1035. 892 32] Equiv w(plf): 41.55 Req'd S: 18.44 El Required(lb-In^2): 100204984.69 Gov El: 100204984.69 @ L/240 E 1600000. Reactions(lbs): 363.56 363.56 Req'd I: 62.63 Max Reactions(lbs): 363.56 363.56 Target: (for all possible load �.I Use: 7=�n conbinations) � Bearing Length @ 625 � psi 39 in 39 in Trib(ft Unit lbs ft from Trib(ft Unit lbs ft from Load or lbs) Load or plf left end or lbs) Load or plf left end Roof 1.33 x 31.24 = 41.5492 @ x= 0 -TO- 1.33 x 31.24 = 41.5492 @ x= 17.5 BeamNumber 14 Length Gov Shear 559.68 Actual Fv Fv: 880. 1 68.53 Description HDR @ M BATH Shr Factor r ---------- Left Right Req'd A 4.66 Support Dist: 0 4 MinD@Brg 1.33 Left Cantilever Center Span Right Cantilever Gov Mom: 1 544.82 Shear(lb): 559.68 529.76 RepetitiveFactor ��Actual Fb Moment(ft-lb): 544.82 @ 1.97 ft Fb: 1200. 915.67� Equiv w(plf): 272.41 Req'd S: 5.45 El Required(lb-InA2): 7845446.52 Gov El: 7845446.52 @ L/240 E 1800000. Reactions(lbs): 559.68 529.76 Req'd I: 4.36 Max Reactions(lbs): 559.68 529.76 Target: 4x (for all possible load Use: 4x4 DF#1 conbinations) Bearing Length @ 625. psi 26 in 24� in Trib(ft Unit lbs ft from Trib(ft Unit lbs ft from Load or lbs) Load or plf left end or lbs) Load or plf left end Roof 8 x 31.24 = 249.92 @ x= 0 -TO- 8 x 31.24 = 249.92 @ x= 4 Exterior wall 3 x 14.96 = 44.88 @ x= 0 -TO- 0 x 14.96 = 0 @ x= 4 EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Riverside CA 92507 Mattera,Residence Reno&Addn,Elsinore,Hawkins Rive (951)788-2050 (951) 788-2075 Fax 2013-105 16-Apr-13 Page 7 of 43 BeamNumber C__5] Length Gov Shear 1439.57 Actual Fv_ Description HDR @ FAM Fv: 180. 112.17 Shr Factor F5 Left Right Req'd A 12. Support Dist: L 3 MlnD@Brg 3.43 Left Cantilever Center Span Right Cantilever Gov Mom: 1 779.67 Shear(lb): 1439.57 1 34 9 5757 RepetitiveFactor Actual Fb Moment(ft-lb): - 1079.67 @ 1.5 ft Fb: 900. 734.47� Equiv w(plf): 959.71 Req'd S: 14.4 El Required(lb-in^2): 11660476.46 Gov El: 11660476.46 @ Lf 240 E F 1600000. Reactions(lbs): 1439.57 1439.57 Req'd is 7.29 Max Reactions(lbs): 1439.57 1439.57 Target: 4x (for all possible load conbinations) I Use: 4x6 DF#2 Bearing Length @ 625. psi j 6 in 66 in e Trib(ft Unit lbs ft from Trib(ft Unit lbs ft from Load or lbs) Load or plf left end or lbs) Load or plf left end Roof 11 x 31.24 = 343.64 @ x= 0 -TO- 11 x 31.24 = 343.64 @ x= 3 Exterior wall 10 x 14.96 = 149.6 @ x= 0 -TO- 10 x 14.96 = 149.6 @ x= 3 Floor 9 x 51.83 = 466.47 @ x= 0 -TO- 9 x 51.83 = 466.47 @ x= 3 BeamNumber F Length 4.5 Gov Shear 664.09 Actual Fv Description HDR(a)FANI Fv: 180. i 51.751 Shr Factor �- 1 Lett Right Req'd A 5.53 Support Dist: 4•5 MlnD@Brg 1.58 Left Cantilever Center Span Right Cantilever Gov Mom: 747.1 Shear(lb 09 664. 664.09 RepetitiveFactor E=Actual Fb Moment(ft-lb): 747 11 @ 2.25 ft Fb: 900. -508,23I Equiv w(plf): 295.15 Req'd S: 9.96 El Required(lb-inA2): F 12102994.69 Gov El: 12102994.69 @ Lf 240 E 1600000. Reactions(lbs): 664.09 664.09 Req'd I: 7.56 Max Reactions(lbs): F-664.09 664.09 Target: 4x (for all possible load conbinations) L `�� Use: 4x6 DF#2 Bearing Length @ 625 psi F -�- 3� in C...� -_-m�:.�.�1 in Trib(ft Unit lbs ft from Trib(ft Unit lbs ft from Load or lbs) Load or plf left end or lbs) Load or plf left end Roof 3 x 31.24 = 93.72 @ x= 0 -TO- 3 x 31.24 = 93.72 @ x= 4.5 Exterior wall 10 x 14.96 = 149.6 @ x= 0 -TO- 10 x 14.96 = 149.6 @ x= 4.5 L.Floor 1 x 51.83 = 51.83 @ x= 0 -TO- 1 x 51.83 = 51.83 @ x= 4.5 EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera, Residence Reno&Addn, Elsinore,Hawkins Riverside CA 92507 (951) 788-2050 (961)788-2075 Fax 2013-105 _ 16-Apr-13 Page 8 of 43 BeamNumber F--]7 Length Gov Shear 811.61 Actual Fv Fv: 880. 1 99.38 Description HDR @ STAIR Shr Factor 1.5 Left Right Req'd A 6.76 Support Dist: l�= �� MinD@Brg 1.93 Left Cantilever Center Span Right Cantilever Gov Mom: 608.7 Shear(lb): 811.61 811.61 RepetitiveFactor I Actual Fb Moment(ft-lb): 608.7 @ 1.5 ft Fb: 1200. I 1023.03 Equiv w(plf): 541.07 Req'd S: 6.09 El Required(lb-in^2): 6574000.5 Gov El: 6574000.5 @ L/240 E 1800000. Reactions(lbs): 811.61 811.61 Req'd I: 3.65 Max Reactions(lbs): 811.61 811.61 Target: 4x (for all possible load I Use: 4x4 DF#1 conbinations) _ F7 Bearing Length @ 625. psi 37� in 37 in Trib(ft Unit lbs ft from Trib(ft Unit lbs ft from Load or lbs) Load or plf left end or lbs) Load or plf left end Floor 9 x 51.83 = 466.47 @ x= 0 -TO- 9 x 51.83 = 466.47 @ x= 3 Interior Wall 10 x 7.46 = 74.6 @ x= 0 -TO- 10 x 7.46 = 74.6 @ x= 3 Mimi Length 14 Gov Shear 482.54 Actual Fv BeamNumber�� Fv: 180. 52191 Description FJ @ FAM Shr Factor 1.5 Left Right Req'd A 4.02 Support Dist: 0 14 MinD@Brg 2.68 Left Cantilever Center Span Right Cantilever Gov Mom: 1 888.88 Shear(lb): 482.54 F-482.541 RepetitiveFactor 1.15 Actual Fb Moment(ft-lb): 1688.88 @= ft Fb: 1035, r 947.48 Equiv w(plf): 68.93 Req'd S: 19.58 EI Required(lb-In^2): 85119579.72 Gov El: 85119579.72 @ L/240 E F 1600000. Reactions(lbs): 482.54 482.54 Req'd I: 53.2 Max Reactions(lbs): 482.54 482.54 Target: 2x10 (for all possible load Use: 2x10 DF#2 conbinations) Bearing Length @ r625.�psi .51I in F .51 in Trib(ft Unit lbs ft from Trib(ft Unit lbs ft from Load or lbs) Load or plf left end or lbs) Load or plf left end Floor 1.33 x 51.83 = 68.9339 @ x= 0 -TO- 1.33 x 51.83 = 68.9339 @ x= 14 EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Riverside CA 92507 Mattera,Residence Reno&Addn,Elsinore, Hawkins Rive (951) 788-2050 (951)788-2076 Fax 2013-105 16-Apr-13 Page 9 of 43 BeamNumber C-19 Length 18 Gov Shear 620.41 Actual Fv Description FJ @FAM Fv: 180. 33.5� Shr Factor 1,5 Left Right Req'd A 5.17 Support Dist: 18._ _ MinD@Brg r 1.72 Left Cantilever Center Span Right Cantilever Gov Mom: 7791.82 Shear(lb): 620.41 620.41 RepetitiveFactor 1.15 Actual Fb Moment(ft-lb): 2791.82 @ L 9. ft Fb: 1035. 783F12� Equiv w(plf): 68.93 Req'd S: 32.37 El Required(lb-in^2): JIF 22613765 59 ---- . Gov El: 226137658.95� @ L/300 _ E 1600000. Reactions(lbs): 620.41 620.41 Req'd I: 441.34 Max Reactions(lbs): 620.41 620.41 Target: (for all possible load conbinations) I Use: 2 ea 2x10 DF-#2 Bearing Length @ i in 625. II psi 33 33 in_ _J � _... -�__� Trib(ft Unit lbs ft from Trib(ft Unit lbs ft from Load or lbs) Load or plf left end or lbs) Load or plf left end Floor 1.33 x 51.83 = 68.9339 @ x= 0 -TO- 1.33 x 51.83 = 68.9339 @ x= 18 BeamNumber 10 Length 5.5 Gov Shear 1953.88 Actual Fv Description HDR @ FAM Fv: 180. F115.52 Shr Factor L1.5 Left Right Req'd A 16.28 Support Dist: r--- F- r r -I -- I MinD@Brg 4.651 Left Cantilever II Center Snan 1 Right Cantilever Gov.n0 Shear(lb): 1953.88 1953.88 RepetitiveFactor Actual Fb Moment(ft-lb): 2686.58 @ 2.75 ft Fb: 1200. rro 1051.5 Equiv w(pif): 710.5 Req'd S: 26.87 -- El Required(lb-in^2): 53194246.68 Gov El: 53194246.68 @ L/240 Ei E 1800000. Reactions(lbs): 1953.88 1953.88 Req'd I: 29.55 Max Reactions(lbs): F 1953.88] 9953,88 Target: 4x (for all possible load conbinations) Use: 4x8 DF#1 Bearing Length @ IF625. psi i =89j in 89 in Trib(ft Unit lbs ft from Trib(ft Unit lbs ft from Load or lbs) Load or plf left end or lbs) Load or plf left end Roof 8 x 31.24 = 249.92 @ x= 0 -TO- 8 x 31.24 = 249.92 @ x= 5.5 Exterior wall 10 x 14.96 = 149.6 @ x= 0 -TO- 10 x 14.96 = 149.6 @ x= 5.5 Floor 6 x 51.83 = 310.98 @ x= 0 -TO- 6 x 51.83 = 310.98 @ x= 5.5 EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera, Residence Reno&Addn,Elsinore,Hawkins Riverside CA 92607 (961) 788-2050 2013-105 16-Apr-13 Page 10 of 43 (951)788-2075 Fax BeamNumber 11 Length L -� Gov Shear 1394.69 Actual Fv Fv: 180. 108.68 Description HDR @ FAM Shr Factor �1.5 Left Right Req'd A 11.62 Support Dist: L -� F_7�= MinD@Brg 3.32 Left Cantilever Center Span Right Cantilever Gov Mom: 1046.01 Shear(lb): 1394.69 1 994.69 RepetitiveFactor Actual Fb Moment(ft-lb): 1046.01 @ 1.5 ft Fb: 900. � 711.57� Equiv w(plf): 929.79 Req'd S: 13.95 El Required(lb-In^2): 11296948.4E Gov El: 11296948.46 @ L/240 E 1600000. Reactions(lbs): 1394.69 3394.69 Req'd I: 7.0E Max Reactions(lbs): 1394.69 1 994.69 Target: 4x (for all possible load Use: 4x6 DF#2 conbinations) Bearing Length @ P625. 1 psi 64 in 64 in Trib(ft Unit lbs ft from Trib(ft Unit lbs ft from Load or lbs) Load or plf left end or lbs) Load or plf left end Roof 11 x 31.24 = 343.64 @ x= 0 -TO- 11 x 31.24 = 343.64 @ x= 3 Exterior wall 8 x 14.96 = 119.68 @ x= 0 -TO- 8 x 14.96 119.68 @ x= 3 Floor 9 x 51.83 = 466.47 @ x= 0 -TO- 9 x 51.83 = 466.47 @ x= 3 BeamNumber 12 Length 4.5 Gov Shear F 1326.6 Actual Fv Fv: 180. 103371 Description HDR @ BATH Shr Factor 1.5 Left Right Req'd A 11.06 Support Dist: F= 4.5 MinD@Brg 3.16 Left Cantilever Center Span Right Cantilever Gov Mom: 1 992.42 Shear(lb): 1326.E 1326.6 RepetitiveFactor Actual Fb Moment(ft-lb): 1492.42 @ 2.25 ft Fb: 1200. 1015.2E Equiv w(plf): Req'd S: 14.92 El Required(lb-In 24177284.91 Gov El: 24177284.91 @ L/240 E 1800000. Reactions(lbs): 1326.E 1326.E Req'd I: 13.43 Max Reactions(lbs): 1326.E 1326.E Target: 4x (for all possible load Use: 4x6 DF-#1 conbinations) _ Bearing Length @ 625. psi .61 in .61 in Trib(ft Unit lbs ft from Trib(ft Unit lbs ft from Load or lbs) Load or plf left end or lbs) Load or plf left end Roof 16 x 31.24 = 499.84 @ x= 0 -TO- 16 x 31.24 = 499.84 @ x= 4.5 Exterior wall 6 x 14.96 = 89.76 @ x= 0 -TO- 6 x 14.96 = 89.76 @ x= 4.5 EW-Webb Engineering, Inc. 1299 Riverside CA 92507 Columbia Ave, E-7 Rive Mattera, Residence Reno&Addn, Elsinore, Hawkins (951) 788-2050 (951) 788-2075 Fax 2013-105 16-Apr-I3 Page 11 of 43 BeamNumber 13 Length 3.5 Gov Shear 953.26 Actual Fv Description HDR @KIT Fv: 180. .1 74.28 Shr Factor 1.5 Left Right Req'd A 7.94 Support Dist: E�_o �� MinD@Brg 2.27 Left Cantilever Center Span Right Cantilever Gov Mom: 834.1 Shear(lb): 953.26 953.26 Repetitive Factor �1�Actual Fb Moment(ft-lb): F 834.1 @ 175 ft Fb: 900. ^gµ567,42� Equiv w(plf): 544.72 Req'd S: -11.12 - -El Required(lb-in^2): 1050--a6ga?. � -- - I - - - I _) Uuv cl: I 1 u5u969i.5j @ L/240 E 1600000. Reactions(lbs): 953.26 953.26 Req'd I: 6.57 Max Reactions(lbs): 553.26 953.26 Target: 4x_ (for all possible load - conbinations) I Use: 4x6 DF�#2 Bearing Length @ F 626_ .�I psi _. 44� m __ __ .44� in Trib(ft TJ-it lbs ft from Trib(ft Unit lbs ft from Load or lbs) Load or Of left end or lbs) Load or plf left end Roof 16 x 31.24 = 499.84 @ x= 0 -TO- 16 x 31.24 = 499.84 @ x= 3.5 Exterior wall 3 x 14.96 = 44.88 @ x= 0 -TO- 3 x 14.96 = 44.88 @ x= 3.5 BeamNumber 14 Length 3.5 Gov ShearF 458.92 Actual Fv Description HDR @ENTRY Fv: 180. 56.19 _I _._-.......----- Shr Factor L1.5 Left Right Req'd AF 3.82 Support Dist: - - 0 I IF " MinD@Brg 1.09I Left Cantilever Center Span Right Cantilever Gov Mom: 401.56 Shear(lb): 458.92 458.92 RepetitiveFactor Actual Fb Moment(ft-lb): 401.56 @ 1.75 ft Fb: 900. [ 674 88f Equiv w(plf): 262.24 Req'd S: 5.35 El Required(lb-in^2): @ L/240 5059593. Gov El: 5059593. @ - E 1600000. Reactions(lbs): 458.92 458.92 Req'd I: 3.16 Max Reactions(lbs): 458.92 458.92 Target: 4x (for all possible load conbinations) `�v Use: 4x4 DF#2 Bearing Length @ 625.v�psi EM21 in ( 21 in 1- - Trib(ft Unit lbs ft from Trib(ft Unit lbs ft from Load or lbs) Load or plf left end or lbs) Load or plf left end Roof 6 x 31.24 = 187.44 @ x= 0 -TO- 6 x 31.24 = 187.44 @ x= 3.5 Exterior wall 5 x 14.96 = 74.8 @ x= 0 -TO- 5 x 14.96 = 74.8 @ x= 3.5 EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera,Residence Reno&Addn, Elsinore, Hawkins Riverside CA 92507 (951)788-2050 (961) 788-2075 FaX 2013-105 16-Apr-13 Page 12 of 43 BeamNumber 15 Length 5.5 Gov Shear 1140.26 Actual Fv Fv: 880.�1 88.85 Description FLR GIRDER UNDER BED Shr Factor 1.5 Left Right Req'd A 9•5 Support Dist: F77�= 1 5.5 MinD@Brg 2.71 Left Cantilever Center Span Right Cantilever Gov Mom: 1 667.86 Shear(lb): 1140.261 1140.26 RepetitiveFactor ��Actual Fb Moment(ft-lb): -= 1567.86 @ 2.75 ft Fb: 12.. 1066.57 Equiv w(plf): 414.64 Req'd S: 15.68 El Required(lb-in^2): 31043578.5 Gov El: 31043578.5 @ L/240 E 1800000. Reactions(lbs)-. 1140.26 1140.26 Req'd I: 17.25 Max Reactions(lbs): 1140.26 1140.26 Target: 4x (for all possible load ( Use: F7= conbinations) L _ Bearing Length @ 25. psi .52 in ���-�m .521 in Trib(ft Unit lbs ft from Trib(ft Unit lbs ft from Load or lbs) Load or plf left end or lbs) Load or plf left end Floor 8 x 51.83 = 414.64 @ x= 0 -TO- 8 x 51.83 = 414.64 @ x= 5.5 BeamNumber 16 Length Gov Shear 275.74 Actual Fv Fv: -880. 50.131 Description rNDER BED Shr Factor 1.5 Left Right Req'd A F 2.3 Support Dist: 8 MinD@Brg 1.53 Left Cantilever Center Span Right Cantilever Gov Mom: 551.47 Shear(lb): �275.74 275.74 RepetitiveFactor 1.15 Actual Fb Moment(ft-Ib): 551.47 @�''�ft Fb: 1035. I 875.3� Equiv w(plf): 68.93 Req'd S: 6.39 El Required(lb-inA2): 15882370.56 Gov El: 15882370.56 @ L/240 E 1600000. Reactions(lbs): 275.74 275.74 Req'd I: 9.93 Max Reactions(lbs): 275.74 275.74 Target: (for all possible load i Use: 2x6 DF-#2 conbinations) Bearing Length @ 625. j psi 1 .29 in f-- -_s .29 in Trib(ft Unit lbs ft from Trib(ft Unit lbs ft from Load or lbs) Load or plf left end or lbs) Load or plf left end Floor 1.33 x 51.83 = 68.9339 @ x= 0 -TO- 1.33 x 51.83 = 68.9339 @ x= 8 EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Riverside CA 92507 Mattera,Residence Reno&Addn, Elsinore,Hawkins Rive (951) 788-2050 __ (951)788-2075 Fax 2013-105 16-Apr-13 Page 13 of 43 BeamNumber r 17 Length Gov Shear 1037.12 Actual Fv Description rR GIRDER-UN DER LIVING _ - ---_� Fv: F 180. 80.81 Shr Factor 1.5 Left Right Req'd A Support Dist: p I 8.64 �-------� 6 MinD@Brg 2.47 Left Cantilever Center Span Right Cantilever Gov Mom: 1555.68 Shear(lb): C-� 1037.12 1037.12 RepetitiveFactor 1 Actual Fb Moment(ft-lb): F 1555.68 @=ft Fb: 1200. 1058;28� Equiv w(plf): 345.71 Req'd S: 15.56 El Required(Ib-in^2): I 33 02632.92- I --- - .ovv Ql. 33602632.92� @ L/240 E 1800000. Reactions(lbs): 1037.12 1037.12 Req'd I: 18.67 Max Reactions(lbs): 1037.12 1037.12 Target: 4x (for all possible load conbinations) ( Use: 4x6 DF#1 Bearing Length @ 625. ! psi 47II in I _.I 47 in Trib(ft Unit lbs ft from Trib(ft Unit lbs ft from Load or lbs) Load or plf left end or lbs) Load or plf left end Floor 6.67 x 51.83 = 345.7061 @ x= 0 -TO- 6.67 x 51.83 = 345.7061 @ x= 6 BeamNumber 18 Length 8.25 Gov Shear 855.2 Actual Fv Description FLR GIRDER @ DINING Fv: 180. 66.64 Shr Factor Left Right Req'd A F 7.13 Support Dist: I---o --I F---- -1 ___--- 1 MinD@Brg L- 2.04I Left Cantilever 1 Center.Rpan ' RightrantileL'er G'vv iliviii: i i 76$,y Shear(lb): 855.2 855.2 RepetitiveFactor Actual Fb Moment(ft-lb): 1763.84 @ 4.13 ft Fb: 1200. F' 1199.89I Equiv w(plf): 207.32 Req'd S: 17.64 El Required(lb-inA2): �52386038.72 Gov El: 52386038.72 @ L/240 E 1800000. Reactions(lbs): 855.2 855.2 Req'd I: 29.1 Max Reactions(lbs): 855.2 E= 855.2 Target: 4x (for all possible load conbinations) `� Use: 4x6 DF#1 Bearing Length @ 625. psi 39 in .39 in Trib(ft Unit lbs ft from Trib(ft Unit lbs ft from Load or lbs) Load or plf left end or lbs) Load or plf left end Floor 4 x 51.83 = 207.32 @ x= 0 -TO- 4 x 51.83 = 207.32 @ x= 8.25 EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera,Residence Reno&Addn,Elsinore, Hawkins Riverside CA 92507 (951)788-2050 (951)788-2075 Fax 2013-105 _ 16-Apr-13 Page 14 of 43 BeamNumber 19 Length Gov Shear 1360.54 Actual Fv Fv: 180. 80.441 Description rFLR GIRDER @ KIT Shr Factor 1.5 Left Right Req'd A F 11.34 Support Dist: �� MinD@Brg 3.24 Left Cantilever Center Span Right Cantilever Gov Mom: 2380.94 Shear(lb): 1360.54 1 660.54 RepetitiveFactor F�Actual Fb Moment(ft-lb): 2380.94 @ 3.5 ft Fb: 1200. I —�931.88 Equiv w(plf): 388.73 Req'd S: 23.81 El Required(lb-in^2): 59999703.75 Gov El: 59999703.75 @ L/240 E 1800000. Reactions(lbs): 1360.54 1360.54 Req'd I: 33.33 Max Reactions(lbs): 1 660.54 1360.54 Target: 4x (for all possible load _' Use: 4x8 DF#1 conbinations) Bearing Length @ 625 � psi 62 in _ 62 in Trib(ft Unit lbs ft from Trib(ft Unit lbs ft from Load or lbs) Load or plf left end or lbs) Load or plf left end Floor 7.5 x 51.83 = 388.725 @ x= 0 -TO- 7.5 x 51.83 = 388.725 @ x= 7 EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Riverside CA 92507 Mattera, Residence Reno&Addn,Elsinore,Hawkins Rive — (951)788-2050 (951) 788-2075 Fax 2013-105 16-Apr-13 Page 15 of 43 Foundations P p P P 3-1/2° IW I I 17-1/2" IWI I } Capacity for point loading i calculated for bearing lengths as �� a shown. i BEMINC LENCfH � BEARING lIIJC1H I W1 ADJACENT OPENING W/O ADJACENT--OPENING Zone Number 1 Zone Name ADDITION EXTERIOR fTse 15 in wide x 24 in tail fuutiilg Target Width 15 Stem Ht 6 AllowP No Opng 3978.05 AllowP Opng 6676.525 Total Uniform w: 1079.39 Uniform Loading: LoadName Tributary Load Roof 11 343.64 Exterior wall 18 269.28 Floor 9 466.47 Point Loads: Group No Load Name Tributary AdjOpn Load UsePad 0 Reaction L6 664.0875 No Pad Required 0 Reaction Ll1 1394.685 No Pad Required 0 Reaction L10 1953.875 No Pad Required 0 Reor,in r t 7i 1 Ain— " n --� u —11.JVJ NO rau Acquired Zone Number 2 — Zone Name ADDITION INTERIOR Use 12 in wide x 18 in tall footing Target Width 12 Stem Ht 6 AllowP No Opng 3597 AllowP Opng 4798.5 Total Uniform w: 600.75 Uniform Loading: LoadName Tributary Load Floor 9 466.47 Interior Wall 18 134.28 Point Loads: Group No Load Name Tributary AdjOpn Load UsePad 0 Reaction R7 811.605 No Pad Required EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera, Residence Reno&Addn,Elsinore, Hawkins Riverside CA 92507 (951) 788-2050 (951) 788-2075 Fax 2013-105 _ 16-Apr-13 Page 16 of 43 Zone Number 3 Zone Name (e)HOUSE Use 12 in wide x 18 in tall footing Target Width 12 Stem Ht 18 AllowP No Opng 3500.4 AllowP Opng 6250.2 Total Uniform w: 916.6 Uniform Loading: LoadName Tributary Load Roof 16 499.84 Exterior wall 14 209.44 Floor 4 207.32 Point Loads: Group No Load Name Tributary AdjOpn Load UsePad 0 Reaction L14 458.92 No Pad Required 0 Reaction L13 953.26 No Pad Required 0 Reaction L12 1326.6 No Pad Required Zone Number 4 Zone Name PADS Use Zone is for pads only,no strip Target Width 2 Stem Ht 0 AllowP No Opng 0 AllowP Opng 0 Total Uniform w: 0 Uniform Loading: LoadName Tributary Load Roof 0 0 Point Loads: Group No Load Name Tributary AdjOpn Load UsePad 1 Reaction R15 ❑ 1140.26 1 Reaction L15 ❑ 1140.26 1 Total for Group 1 ❑ 2280.52 16 IN.SQ.x 12 IN.DEEP W/2#4 EA WY 2 Reaction R17 ❑ 1037.1183 2 Reaction L17 ❑ 1037.1183 2 Total for Group 2 ❑ 2074.2366 16 IN.SQ.x 12 IN.DEEP W/2#4 EA WY 3 Reaction R18 ❑ 855,195 3 Reaction L18 ❑ 855.195 3 Total for Group 3 ❑ 1710.39 16 IN.SQ.x 12 IN.DEEP W/2#4 EA WY 4 Reaction R15 ❑ 1140.26 4 Reaction R18 ❑ 855.195 4 Reaction L18 ❑ 855.195 4 Total for Group 4 ❑ 2850.65 18 IN.SQ.x 12 IN.DEEP W/2#4 EA WY EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera,Residence Reno&Addn, Elsinore, Hawkins Riverside CA 92507 — (951)788-2050 _ (951) 788-2075 Fax 2013-105 16-Apr-13 Page 17 of 43 Image found and di J:\Hawkins\Mattera\grids&sections2.wmf ( '® 1 (29 ____ __ ___ _ _--_____-- EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera,Residence Reno&Addn, Elsinore, Hawkins Riverside CA 92507 (951) 788-2050 (951) 788-2075 Fax 2013-105 16-Apr-13 Page 18 of 43 Image found and di J:\Hawkins\Mattera\grids&sections1.wmf 8 5 6 7 -- ---------- - - ---- ----- T Z 5 � � 6 4 ii EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera,Residence Reno&Addn, Elsinore, Hawkins Riverside CA 92507 (951)788-2050 (951) 788-2075 Fax 2013-105 16-Apr-13 Page 19 of 43 Lateral Calculations WIND: ---------------------------------------------------------------------- BASIC WINO SPEED = 85 mph EXPOSURE C p = lamda x Kzt x I x Ps30 lamda = function of height and exposure, given below I= 1.00 Kzt = 1 .0 Ps30= 15.9 SECTION MAX ELEV(FT) lamda PRESSURE(PSF) x TRIB HEIGHT(FT) = WIND FORCE (plf) 1 LONG 20.00 1.29 20.51 5.00 102.56 1 TRANS 20.00 1.29 20.51 6.00 123.07 2 LONG 15.VV 1.24 an iy.24 9.00 173. 15 2 TRANS 15.00 1 .21 19.24 9.00 173.15 3 LONG 15.00 1.21 19.24 7.00 134.67 3 TRANS 15.00 1.21 19.24 10.00 192.30 4 LONG 15.00 1.21 19.24 6.50 125.05 4 TRANS 15.00__ 1.21 __ _-19.24 _ 8.50 __ -1-63.53 5 LONG 15.00 1 .21 19.24 7.00 134.67 5 TRANS 15.00 1 .21 19.24 9.50 182.77 6 LONG 15.00 1 .21 19.24 7.50 144.29 6 TRANS 15.00 1.21 19.24 7.50 144.29 EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera,Residence Reno&Addn,Elsinore,Hawkins Riverside CA 92507 (951)788-2050 (951)788-2075 Fax 2013-105 16-Apr-13 Page 20 of 43 SEISMIC: ---------------------------------------------------------------------- R = 6.5 I = 1.0 p(redundancy) = 1.30 Fa = 1 .00 Fv = 1 .50 Ss = 1.65 S1 = 0.60 SMs= 1 .65 SM1= 0.90 SDs= 1 .10 SD1= 0.60 1613.5.6.1 Provisions: Ta = Ct*hmax^X = 0.02*18.0^0.75 = 0.17 Ts = SD1/SDs = 0.60/1.10 = 0.55 0.8Ts = 0.44 CuTa = 1.4*Ta = 0.2447 Ta < 0.8OTs = True S1 < 0.75 = True CuTa < Ts = True Seismic Design Category D Simplified Design method may be used 2 Stories --> F= 1.1 V = p*F*SDs/R * W = 0.241 W Transform V for working stress design; divide by 1 .4 V = 0.172 W SEC- ROOF FLOOR LUMPED TION DIAPHRAGM +DIAPHRAGM +EXTERIOR WALLS +INTERIOR WALLS +MASS at 11.24psf at 11 .83psf at 14.96psf at 7.46psf 1L 31 .ft-depth O.ft-depth 98ft x 4.ft-ht/18.ft 38ft x 4.ft-ht/18.ft 1L MASS = 737.23 plf; SEISMIC FORCE = 127.09plf 1T 18.ft-depth O.ft-depth 98ft x 4.ft-ht/31 .ft 38ft x 4.ft-ht/31 .ft 1T MASS = 428.07 plf; SEISMIC FORCE = 73.79plf 2L O.ft-depth 31.ft-depth 98ft x 9.ft-ht/18.ft 27ft x 9.ft-ht/18.ft 2L MASS = 1200.48 plf; SEISMIC FORCE = 206.95plf 2T O.ft-depth 18.ft-depth 98ft x 9.ft-ht/31 .ft 27ft x 9.ft-ht/31.ft 2T MASS = 697.05 plf; SEISMIC FORCE = 120.16plf 3L 25.ft-depth O.ft-depth 68ft x 58.ft-ht/13.ft Oft x O.ft-ht/13.ft 3L MASS = 4819.63 plf; SEISMIC FORCE = 830.84plf 3T 13.ft-depth O.ft-depth 68ft x 5.ft-ht/25.ft Oft x O.ft-ht/25.ft 3T MASS = 349.58 plf; SEISMIC FORCE = 60.26plf 4L 21 .ft-depth O.ft-depth 42ft x 4.5ft-ht/17.ft 39ft x 4.5ft-ht/17.ft 4L MASS = 479.37 plf; SEISMIC FORCE = 82.64plf 4T 17.ft-depth O.ft-depth 42ft x 4.5ft-ht/21.ft 39ft x 4.5ft-ht/21 .ft 4T MASS = 338.06 plf; SEISMIC FORCE = 66.9plf 5L 28.ft-depth O.ft-depth 95ft x 4.5ft-ht/28.ft 57ft x 4.5ft-ht/28.ft 5L MASS = 611.47 plf; SEISMIC FORCE = 105.41plf 5T 28.ft-depth O.ft-depth 95ft x 4.5ft-ht/28.ft 57ft x 4.5ft-ht/28.ft 5T MASS = 611 .47 plf; SEISMIC FORCE = 105.41plf 6L 6.ft-depth O.ft-depth 33ft x 4.5ft-ht/21 .ft Oft x O.ft-ht/21.ft 6L MASS = 173.23 plf; SEISMIC FORCE = 29.86plf 6T 21 .ft-depth O.ft-depth 33ft x 4.5ft-ht/6.ft Oft x O.ft-ht/6.ft 6T MASS = 606.3 plf; SEISMIC FORCE = 104.52plf EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Riverside CA 92507 Mattera, Residence Reno&Addn, Elsinore,Hawkins Rive (951) 788-2050 (951) 788-2075 Fax 2013-105 16-Apr-I3 Page 21 of 43 SHEAR LINE LOADING: ---------------------------------------- SHEAR LINE: 1 15.5' x 123.1(1 T/W) =1907.52 LB 15.5' x 73.8(1 T/S) =1143.79 LB Governing Wind = 1907.52 lbs Governing Seismic = 1143.79 lbs SHEAR LINE: 2 15.5' x 123.1(1 T/W) =1907.52 LB 15.5' x 73.8(1 T/S) =1143.79 LB Governing Wind = 1907.52 lbs Governing Seismic = 1143.79 lbs SHEAR LINE: 3 9.0' x 102.6(1 L/W) =923.00 LB 9. ' x 127,1(1 L/S) =1143.79 LB Governing Wind = 923. lbs Governing Seismic = 1143.79 lbs SHEAR LINE: 4 9.0' x 102.6(1 L/W) =923.00 LB 9. ' x 127.1(1 L/S) =1143.79 LB Governing Wind = 923. lbs Governing Seismic = 1143.79 lbs SHEAR LINE: 5 12.0' x 173.2(2 T/W) =2077.81 LB 12. ' x 120.2(2 T/S) =1441.94 LB Governing Wind = 2077.81 lbs Governing Seismic = 1441.94 lbs SHEAR. LINE: 6 15.5' x 173.2(2 T/W) =2683.84 LB 15.5' x 120.2(2 T/S) =1862.51 LB Governing Wind = 2683.84 lbs Governing Seismic = 1862.51 lbs SHEAR LINE: 7 15.5' x 123.1(1 T/W) + 3.5' x 173.2(2 T/W) + 11.0' x 163.5(4 T/W) =4312.40 LB 15.5' x. 73:8(1 T/S) + 3.5' x 120.2(2 T/S) + 11. ' x 66.9(4 T/S) =2300.22 LB Governing Wind =" 4312.4 lbs Governing Seismic = 2300.22 lbs SHE'A'I LINE: o 14.0' x 182.8(S T/W) + A n, v inn Tic66 LB rnnn 14.01 /�-.. inG n yr �VJ.Y,J i%S) + 3. ' x iO4.5(6 Tjsj =1789.26 LB Governing Wind = 2991.66 lbs Governing Seismic = 1789.27 lbs SHEAR LINE: 9 2.5' x 134.7(5 L/W) =336.68 LB 2.5' x 105.4(5 L/S) =263.52 LB Governing Wind = 336.68 lbs Governing Seismic = 263.52 lbs SHEAR LINE: 10 12.0' x 134.7(5 L/W) =1616.08 LB 8.5' x 82.6(4 L/S) + 12.0' x 105.4(5 L/S) + 10.5' x 29.9(6 L/S) =2280.86 LB Governing Wind = 1616.08 lbs Governing Seismic = 2280.86 lbs SHEAR LINE: 11 9.0' x 173.2(2 L/W) =1558.36 LB 9. ' x 206.9(2 L/S) =1862.51 LB Governing Wind = 1558.36 lbs Governing Seismic = 1862.51 lbs SHEAR LINE: 12 9.0' x 102.6(1 L/W) + 9.0' x 173.2(2 L/W) =2481.35 LB 9.0' x 127.1(1 L/S) + 9, ' x 206.9(2 L/S) =3006.3 LB Governing Wind = 2481.35 lbs Governing Seismic = 3006.3 lbs EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera,Residence Reno&Addn,Elsinore, Hawkins Riverside CA 92507 (951) 788-2050 (951)788-2075 Fax 2013-105 _ 16-Apr-13 Page 22 of 43 SHEAR LINE 1 WIND FORCE TO LINE= 1907.52 lb SEISMIC FORCE TO LINE= 1143.79 lb DIAPHRAGM LENGTH= 18.0 fit DIAPHRAGM SHEAR= 105.97 plf TOTAL WALL LENGTH= 17. fit WALL SHEAR THIS LINE= 112.21 plf COLLECTOR FORCES: MAX DRAG FORCE= 105.97 lb CHORD FORCES THIS LINE: LONGITUDINAL SEISMIC 18ft span SECTION 1= 166.03lbs GOVERNING COLLECTOR FORCE = 166.03 lbs ELEMENT LENGTH= 17. ft ELEMENT FORCE= 1907.52 lb STACKED FORCE= . lb TOTAL FORCE= 1907.52 lb WALL FRAME (WALL W/ OPENING) CALCULATION SHEAR FORCE AT CL OF HEAD = 373.65 LB UNIT SHEAR AT CL OF HEAD = 280.94 PLF SHEAR FORCE AT CL OF LEFT PIER = 953.76 LB UNIT SHEAR AT CL OF LEFT PIER = 136.25 PLF SHEAR FORCE AT CL OF RIGHT PIER = 953.76 LB UNIT SHEAR AT CL OF RIGHT PIER = 136.25 PLF SHEAR FORCE AT CL OF BOTTOM = 524.01 LB UNIT SHEAR AT CL OF BOTTOM = 196.26 PLF GOVERNING UNIT SHEAR = 280.94 PLF FORCE AT LEFT JAMB = 272.5 LB FORCE AT RIGHT JAMB = 272.5 LB FORCE AT HEAD = 421 .41 LB FORCE AT BOTTOM = 294.39 LB **SHEAR PANEL OPTION(S): L 310. plf M 410. plf N 340. plf _ 0 510. plf **SILL OPTIONS _16d NAILS @ 15. in OC _3/8x6.5inch LAGS @ 34. in OC SDS 1/4inch x 3inch Embedment @ 59. in OC A35 or LTP4 @ 71. in OC 5/8in A.B. @ 132, in OC ELEMENT HEIGHT= B. ft NET MOMENT ABOVE THIS LEVEL= . fit-lb OT MOMENT THIS LEVEL= 15260.18 fit-lb IN CASE OF DISCONTINUITY BELOW THIS PANEL: TOTAL OT MOMENT= 15260.18 fit-lb FACTORED OT MOMENT= 19215.72 fit-lb TRIBUTARY DEAD LOAD ROOF: 2.00 x 11 .24 = 22.48 lbs PANEL DL: 8.00 fit x 14.96 psf = 119.68 lbs TOTAL TRIBUTARY DEAD LOAD: 142.16 plf PANEL END LOAD= 500.00 lb RESIST'G MOMENT= 29042.12 ft-lb 67% OF RESIST'G MOMENT= 19458.22 ft-lb 90% OF RESIST'G MOMENT= 26137.91 ft-lb NET OTM= -4198.04 fit-lb NET FACTORED OTM= -6922.19 fit-lb NO HOLD DOWN REQUIRED FACTORED HD FORCE= 0.00 ft-lb EW-Webb Engineering, Inc. �- 1299 Columbia Ave, E-7 Riverside CA 92507 Mattera,Residence Reno&Addn, Elsinore, Hawkins (951)788-2050 (951)788-2075 Fax 2013-105 16- pr-13 Page 23 of 43 SHEAR LINE 2 WIND FORCE TO LINE= 1907.52 lb SEISMIC FORCE TO LINE= 1143.79 lb DIAPHRAGM LENGTH= 12.0 ft DIAPHRAGM SHEAR= 158.96 plf TOTAL WALL LENGTH= 8.5 ft WALL SHEAR THIS LINE= 224.41 plf COLLECTOR FORCES: MAX DRAG FORCE= 556.36 lb CHORD FORCES THIS LINE: LONGITUDINAL SEISMIC 18ft span SECTION 1= 166.03lbs GOVERNING COLLECTOR FORCE = 556.36 lbs ELEMENT LENGTH= 8.5 ft ELEMENT FORCE= 1907.52 lb STACKED FORCE= . lb TOTAL FORCE= 1907.52 lb ELEMENT UNIT SHEAR= 224.41 plf **SHEAR PANEL OPTION(S): K 240. plf _ _L 31-0, plf - M 410. plf _ N 340. plf **SILL OPTIONS _16d NAILS @ 7. in OC _3/8x6.5inch LAGS @ 17. in OC _SDS 1/4inch x 3inch Embedment @ 29. in OC _A35 or LTP4 @ 35. in OC 5/8in A.B. @ 66. in OC ELEMENT HEIGHT= 8. fit NET MOMENT ABOVE THIS LEVEL= . ft-lb OT MOMENT THIS LEVEL= 15260.18 ft-lb IN CASE OF DISCONTINUITY BELOW THIS PANEL: TOTAL OT MOMENT= 15260.18 ft-lb FACTORED OT MOMENT= 19215.72 ft-lb TRIBUTARY DEAD LOAD ROOF: 2.00 x 11 .24 = 22.48 lbs PANEL DL: 8.00 ft x 14.96 psf = 119.68 lbs TOTAL TRIBUTARY DEAD LOAD: 142.16 plf fP ANEL END LGAD- 500.00 lb RESIST'G MOMENT= 9385.53 fit-lb 67% OF RESIST'G MOMENT= 6288.31 fit-lb 90% OF RESIST'G MOMENT= 8446.98 fit-lb NET OTM= 8971 .83 ft-lb NET FACTORED OTM= 10768.74 fit-lb HOLD DOWN FORCE= 1055.52 lb FACTORED HD FORCE= 1266.91 ft-lb _MSTC28 on 4x4 min stud 1155.00 ibs _MSTC40 on 4x4 min stud 2695.00 lbs MSTC48B3 on 4x4 min stud 3340.50 lbs �MSTC66B3 on 4x4 min stud 3774.00 lbs LFTA on 4x4 min stud 1205.00 lbs _FTA2 on 2x4 min stud 1890.00 lbs _PAHD42 on 2x4 min stud 1400.00 lbs _HPAHD22 on 2x4 min stud 2210.00 lbs _PHD2 on 2-2x studs **(Simpson legacy) 3080.00 lbs _PHD5 on 2-2x studs **(Simpson legacy) 4545.00 lbs _HD2A on a 2x stud **(Simpson legacy) 1555.00 lbs HDSA on a 2x stud **(Simpson legacy) 1870.00 lbs HDU2 on 4x4 min stud 3075.00 lbs HDU4 on 4x4 min stud 4565.00 lbs _HD12 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 15510.00 lbs _HD19 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 16735.00 lbs _T2-23-5 in 2x4 stud sandwich ZoneFour Inc 2852.00 lbs _T2-43-5 in 2x4 stud sandwich ZoneFour Inc 5830.00 lbs I EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera, Residence Reno&Addn, Elsinore,Hawkins Riverside CA 92507 (951)788-2050 (951) 788-2075 Fax 2013-105 16-Apr-13 Page 24 of 43 SHEAR LINE 3 *** LINE IS SUBJECT TO SEISMIC LOAD FACTOR OF 1.12. *** VALUES BELOW NOTED ** ARE ADJUSTED BY THIS FACTOR WIND FORCE TO LINE= 923.00 lb SEISMIC FORCE TO LINE= 1143.79 lb TOTAL SEISMIC FORCE TO LINE= 1281 .05 lb** DIAPHRAGM LENGTH= 24.0 ft DIAPHRAGM SHEAR= 53.38 plf TOTAL WALL LENGTH= 12. ft WALL SHEAR THIS LINE= 106.75 plf COLLECTOR FORCES: MAX DRAG FORCE= 640.52 lb CHORD FORCES THIS LINE: TRANSVERSE WIND 31ft span SECTION 1= 821 .29lbs GOVERNING COLLECTOR FORCE = 821 .29 lbs ELEMENT LENGTH= 3. ft ELEMENT FORCE= 320.26 lb STACKED FORCE= , lb TOTAL FORCE= 320.26 lb ELEMENT UNIT SHEAR= 106.75 plf **SHEAR PANEL OPTION(S): _ J 160. plf K 240. plf L 310. plf _ M 410. plf **SILL OPTIONS _16d NAILS @ 16. in OC 3/8x6.5inch LAGS @ 35. in OC SDS 1/4inch x 3inch Embedment @ 62. in OC A35 or LTP4 @ 75. in OC 5/8in A.B. @ 139. in OC ELEMENT HEIGHT= 6.67 ft NET MOMENT ABOVE THIS LEVEL= . ft-lb OT MOMENT THIS LEVEL= 2136.15 fit-lb IN CASE OF DISCONTINUITY BELOW THIS PANEL: TOTAL OT MOMENT= 2136.15 ft-lb FACTORED OT MOMENT= 4485.91 ft-lb TRIBUTARY DEAD LOAD ROOF: 10.00 x 11.24 = 112.40 lbs PANEL DL: 6.67 ft x 14.96 psf = 99.78 lbs TOTAL TRIBUTARY DEAD LOAD: 212.18 plf PANEL END LOAD= 500.00 lb RESIST'G MOMENT= 2454.82 fit-lb 67% OF RESIST'G MOMENT= 1644.73 ft-lb 90% OF RESIST'G MOMENT= 2209.34 ft-lb NET OTM= 491 .42 ft-lb NET FACTORED OTM= 2276.57 ft-lb HOLD DOWN FORCE= 163.81 lb FACTORED HD FORCE= 758.86 ft-lb MSTC28 on 4x4 min stud 1155.00 lbs MSTC40 on 4x4 min stud 2695.00 lbs MSTC48B3 on 4x4 min stud 3340.50 lbs MSTC66B3 on 4x4 min stud 3774.00 lbs LFTA on 4x4 min stud 1205.00 lbs FTA2 on 2x4 min stud 1890.00 lbs PAHD42 on 2x4 min stud 1400.00 lbs HPAHD22 on 2x4 min stud 2210.00 lbs _PHD2 on 2-2x studs **(Simpson legacy) 3080.00 lbs _PHD5 on 2-2x studs **(Simpson legacy) 4545.00 lbs _HD2A on a 2x stud **(Simpson legacy) 1555.00 lbs _HDSA on a 2x stud **(Simpson legacy) 1870.00 lbs HDU2 on 4x4 min stud 3075.00 lbs HDU4 on 4x4 min stud 4565.00 lbs _HD12 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 15510.00 lbs _HD19 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 16735.00 lbs T2-23-5 in 2x4 stud sandwich ZoneFour Inc 2852.00 lbs T2-43-5 in 2x4 stud sandwich ZoneFour Inc 5830.00 lbs EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera, Residence Reno&Addn, Elsinore, Hawkins Riverside CA 92507 (951)788-2050 (951)788-2075 Fax 2013-105 16-Apr-13 Page 25 of 43 ELEMENT LENGTH= 3. fit ELEMENT FORCE= 320.26 lb STACKED FORCE= . lb TOTAL FORCE= 320.26 lb ELEMENT UNIT SHEAR= 106.75 plf **SHEAR PANEL OPTION(S): J 160. plf K 240. plf L 310. plf _ M 410. plf **SILL OPTIONS _16d NAILS @ 16. in OC 3/8x6.5inch LAGS @ 35. in OC _SDS 1/4inch x 3inch Embedment @ 62, in OC _A35 UI' LIP4 @ 75. in 00 5/8in A.B. @ 139. in OC ELEMENT HEIGHT= 6.67 ft NET MOMENT ABOVE THIS LEVEL= . fit-lb OT-MOMENT-THIS LEVEL= 21-36.15--ft-lb --- - IN-CASE--OF DISCONTINUITY BELOW THIS PANEL: - TOTAL OT MOMENT= 2136.15 fit-lb FACTORED OT MOMENT= 4485.91 ft-lb TRIBUTARY DEAD LOAD ROOF: 10.00 x 11 .24 = 112.40 lbs PANEL DL: 6.67 ft x 14.96 psf = 99.78 lbs TOTAL TRIBUTARY DEAD LOAD: 212.18 plf PANEL END LOAD= 500.00 lb RESIST'G MOMENT= 2454.82 ft-lb 67% OF RESIST'G MOMENT= 1644.73 fit-lb 90% OF RESIST'G MOMENT= 2209.34 ft-lb NET OTM= 491 .42 ft-lb NET FACTORED OTM= 2276.57 ft-lb HOLD DOWN FORCE= 163.81 lb FACTORED HD FORCE= 758.86 ft-lb MSTC28 on 4x4 min stud 1155.00 lbs MSTC40 on 4x4 min stud 2695.00 lbs MSTC48B3 on 4x4 min stud 3340.50 lbs MST066B3 on 4x4 min stud 3774.00 lbs _LFTA on 4x4 min stud 1205.00 lbs FTA2 on 2x4 min stud 1890.00 lbs _rAi-iD42 oii 2x4 11Ia11 6tud 140O.00 lbs _HPAHD22 on 2x4 min stud 2210.00 lbs _PHD2 on 2-2x studs **(Simpson legacy) 3080.00 lbs _PHD5 on 2-2x studs **(Simpson legacy) 4545.00 lbs _HD2A on a 2x stud **(Simpson legacy) 1555.00 lbs _HDSA on a 2x stud **(Simpson legacy) 1870.00 lbs _HDU2 on 4x4 min stud 3075.00 lbs HDU4 on 4x4 min stud 4565.00 lbs _HD12 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 15510.00 lbs _HD19 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 16735.00 lbs T2-23-5 in 2x4 stud sandwich ZoneFour Inc 2852.00 lbs T2-43-5 in 2x4 stud sandwich ZoneFour Inc 5830.00 lbs EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera, Residence Reno&Addn, Elsinore,Hawkins Riverside CA 92507 (951)788-2050 (951)788-2075 Fax 2013-105 _ 16-Apr-13 Page 26 of 43 ELEMENT LENGTH= 3. ft ELEMENT FORCE= 320.26 lb STACKED FORCE= . lb TOTAL FORCE= 320.26 lb ELEMENT UNIT SHEAR= 106.75 plf **SHEAR PANEL OPTION(S): J 160. plf K 240. plf L 310. plf _ M 410. plf **SILL OPTIONS _16d NAILS @ 16. in OC _3/8x6.5inch LAGS @ 35. in OC SDS 1/4inch x 3inch Embedment @ 62. in OC A35 or LTP4 @ 75. in OC 5/8in A.B. @ 139. in OC ELEMENT HEIGHT= 6.67 ft NET MOMENT ABOVE THIS LEVEL= . fit-lb OT MOMENT THIS LEVEL= 2136.15 fit-lb IN CASE OF DISCONTINUITY BELOW THIS PANEL: TOTAL OT MOMENT= 2136.15 ft-lb FACTORED OT'MOMENT= 4485.91 ft-lb TRIBUTARY DEAD LOAD ROOF: 10.00 x 11 .24 = 112.40 lbs PANEL DL: 6.67 ft x 14.96 psf = 99.78 lbs TOTAL TRIBUTARY DEAD LOAD: 212.18 plf PANEL END LOAD= 500.00 lb RESIST'G MOMENT= 2454.82 ft-lb 67% OF RESIST'G MOMENT= 1644.73 ft-lb 90% OF RESIST'G MOMENT= 2209.34 ft-lb NET OTM= 491.42 ft-lb NET FACTORED OTM= 2276.57 ft-lb HOLD DOWN FORCE= 163.81 lb FACTORED HD FORCE= 758.86 ft-lb MSTC28 on 4x4 min stud 1155.00 lbs MSTC40 on 4x4 min stud 2695.00 lbs MSTC48B3 on 4x4 min stud 3340.50 lbs MSTC66B3 on 4x4 min stud 3774.00 lbs LFTA on 4x4 min stud 1205.00 lbs _FTA2 on 2x4 min stud 1890.00 lbs PAHD42 on 2x4 min stud 1400.00 lbs HPAHD22 on 2x4 min stud 2210.00 lbs PHD2 on 2-2x studs **(Simpson legacy) 3080.00 lbs PHD5 on 2-2x studs **(Simpson legacy) 4545.00 lbs HD2A on a 2x stud **(Simpson legacy) 1555.00 lbs HDSA on a 2x stud **(Simpson legacy) 1870.00 lbs HDU2 on 4x4 min stud 3075.00 lbs �HDU4 on 4x4 min stud 4565.00 lbs _HD12 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 15510.00 lbs _HD19 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 16735.00 lbs T2-23-5 in 2x4 stud sandwich ZoneFour Inc 2852.00 lbs T2-43-5 in 2x4 stud sandwich ZoneFour Inc 5830.00 lbs EW-Webb Engineering, Inc. _ 1299 Columbia Ave, E-7 Mattera, Residence Reno&Addn, Elsinore, Hawkins Riverside CA 92507 - (951)788-2050 (951)788-2075 Fax 2013-105 16-Apr-13 Page 27 of 43 ELEMENT LENGTH= 3. fit ELEMENT FORCE= 320.26 lb STACKED FORCE= . lb TOTAL FORCE= 320.26 lb ELEMENT UNIT SHEAR= 106.75 plf **SHEAR PANEL OPTION(S): J 160. plf K 240. plf ® L 310. plf _ M 410. plf **SILL OPTIONS _16d NAILS @ 16. in OC _3/8x6.5inch LAGS @ 35. in OC SDS 1/4inch x 3inch Embedment @ 62. in OC _ARri nr f TPA 2 7F i n nc _5/8in A.B. @ 139. in OC ELEMENT HEIGHT= 6.67 ft NET MOMENT ABOVE THIS LEVEL= . ft-lb OT MOMENT THIS LEVEL= 2136.15 ft-lb IN_CASE_ OF__DISCONTINUITY---BELOW THIS PANEL-: - - -- TOTAL OT MOMENT= 2136.15 fit-lb FACTORED OT MOMENT= 4485.91 fit-lb TRIBUTARY DEAD LOAD ROOF: 10.00 x 11.24 = 112.40 lbs PANEL DL: 6.67 ft x 14.96 psf = 99.78 lbs TOTAL TRIBUTARY DEAD LOAD: 212.18 pif PANEL END LOAD= 500.00 lb RESIST'G MOMENT= 2454.82 ft-lb 67% OF RESIST'G MOMENT= 1644.73 ft-lb 90% OF RESIST'G MOMENT= 2209.34 fit-lb NET OTM= 491 .42 ft-lb NET FACTORED OTM= 2276.57 ft-lb HOLD DOWN FORCE= 163.81 lb FACTORED HD FORCE= 758.86 ft-lb MSTC28 on 4x4 min stud 1155.00 lbs MSTC40 on 4x4 min stud 2695.00 lbs MSTC48B3 on 4x4 min stud 3340.50 lbs MSTC66B3 on 4x4 min stud 3774.00 lbs LFTA on 4x4 min stud 1205.00 lbs crnn n.. InG vli CAY 111111 stud 1070.00 1V2i �PAHD42 on 2x4 min a_tiiri idnn nn the _11PA1D22 on 2x4 min stud 2210.00 lbs _PHD2 on 2-2x studs **(Simpson legacy) 3080.00 lbs PHD5 on 2-2x studs **(Simpson legacy) 4545.00 lbs -HD2A on a 2x stud **(Simpson legacy) 1555.00 lbs _HD5A on a 2x stud **(Simpson legacy) 1870.00 lbs _HDU2 on 4x4 min stud 3075.00 lbs HDU4 on 4x4 min stud 4565.00 lbs -HD12 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 15510.00 lbs _HD19 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 16735.00 lbs _T2-23-5 in 2x4 stud sandwich ZoneFour Inc 2852.00 lbs �T2-43-5 in 2x4 stud sandwich ZoneFour Inc 5830.00 lbs EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera,Residence Reno&Addn,Elsinore,Hawkins Riverside CA 92507 (951) 788-2050 (951)788-2075 Fax 2013-105 17-Apr 13 Page 28 of 43 SHEAR LINE 4 WIND FORCE TO LINE= 923.00 lb SEISMIC FORCE TO LINE= 1143.79 lb DIAPHRAGM LENGTH= 31 .0 ft DIAPHRAGM SHEAR= 36.90 plf TOTAL WALL LENGTH= 13.5 fit WALL SHEAR THIS LINE= 84.73 plf COLLECTOR FORCES: MAX DRAG FORCE= 645.69 lb CHORD FORCES THIS LINE: TRANSVERSE WIND 31ft span SECTION 1= 821 .29lbs GOVERNING COLLECTOR FORCE = 821 .29 lbs ELEMENT LENGTH= 13.5 ft ELEMENT FORCE= 1143.79 lb STACKED FORCE= . lb TOTAL FORCE= 1143.79 lb ELEMENT UNIT SHEAR= 84.73 plf **SHEAR PANEL OPTION(S): J 160. plf K 240. plf L 310. plf -;-.SILL M 410. plf **SILL OPTIONS _16d NAILS @ 20. in OC _3/8x6.5inch LAGS @ 45. in OC SDS 1/4inch x 3inch Embedment @ 79. in OC _A35 or LTP4 @ 94. in OC 5/8in A.B. @ 175. in OC ELEMENT HEIGHT= 8. fit NET MOMENT ABOVE THIS LEVEL= . fit-lb OT MOMENT THIS LEVEL= 9150.34 fit-lb IN CASE OF DISCONTINUITY BELOW THIS PANEL: TOTAL OT MOMENT= 9150.34 ft-lb FACTORED OT MOMENT= 19215.72 ft-lb TRIBUTARY DEAD LOAD ROOF: 10.00 x 11.24 = 112.40 lbs PANEL DL: 8.00 ft x 14.96 psf = 119.68 lbs TOTAL TRIBUTARY DEAD LOAD: 232.08 plf PANEL END LOAD= 500.00 lb RESIST'G MOMENT= 27898.29 fit-lb 67% OF RESIST'G MOMENT= 18691 .85 fit-lb 90% OF RESIST'G MOMENT= 25108.46 ft-lb NET OTM= -9541 .51 fit-lb NET FACTORED OTM= -5892.74 fit-lb NO HOLD DOWN REQUIRED FACTORED HD FORCE= 0.00 ft-lb EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Riverside CA 92507 Mattera,Residence Reno&Addn, Elsinore,Hawkins (951)788-2050 (951)788-2075 Fax 2013-105 17-Apr-13 Page 29 of 43 SHEAR LINE 5 WIND FORCE TO LINE= 2077.81 lb SEISMIC FORCE TO LINE= 1441.94 lb DIAPHRAGM LENGTH= 18.0 fit DIAPHRAGM SHEAR= 115.43 plf TOTAL WALL LENGTH= 17. ft WALL SHEAR THIS LINE= 122.22 plf COLLECTOR FORCES: MAX DRAG FORCE= 115.43 lb CHORD FORCES THIS LINE: LONGITUDINAL SEISMIC 18ft span SECTION 2= 270.36lbs GOVERNING COLLECTOR FORCE = 270.36 lbs ELEMENT LENGTH= 17. ft ELEMENT FORCE= 207/.81 lb STACKED FORCE= 1907.52 lb TOTAL FORCE= 3985.34 lb WALL FRAME (WALL W/ OPENING) CALCULATION SHEAR FORCE AT CL OF HEAD = 820.51 LB UNIT SHEAR AT CL OF HEAD = 820.51 PLF SHEAR FORCE AT CL OF LEFT PIER = 1992.67 LB UNIT SHEAR AT CL OF LEFT PIER = 306.56 PLF SHEAR FORCE AT CL OF RIGHT PIER = 1992.67 LB UNIT SHEAR AT CL OF RIGHT PIER = 306.56 PLF SHEAR FORCE AT CL OF BOTTOM _ 1054.94 LB UNIT SHEAR AT CL OF BOTTOM = 527.47 PLF GOVERNING UNIT SHEAR = 820.51 PLF FORCE AT LEFT JAMB = 766.41 LB FORCE AT RIGHT JAMB = 766.41 LB FORCE AT HEAD = 1641.02 LB FORCE AT BOTTOM = 1054.94 LB **SHEAR PANEL OPTION(S): Q 870. plf UV 1U2U. PIT - DD 1330. pif _ QQ 1140. PIT **SILL OPTIONS _16d NAILS @ 7. in OC _3/8x6.5inch LAGS @ 16. in OC _SDS 1/4inch x 3inch Embedment @ 28. in OC _A35 or LTP4 @ 34. in OC _5/8in A.B. @ 63. in OC ELEMENT HEIGHT= 8. fit NET MOMENT ABOVE THIS LEVEL= -4198.04 ft-lb OT MOMENT THIS LEVEL= 31882.68 fit-lb IN CASE OF DISCONTINUITY BELOW THIS PANEL: TOTAL OT MOMENT= 27684.64 fit-lb FACTORED OT MOMENT= 40345.98 fit-lb TRIBUTARY DEAD LOAD FLOOR: 1 .00 x 11 .83 = 11 .83 lbs PANEL DL: 8.00 ft x 14.96 psf = 119.68 lbs TOTAL TRIBUTARY DEAD LOAD: 131.51 plf PANEL END LOAD= 500.00 lb RESIST'G MOMENT= 27503.20 ft-lb 67% OF RESIST'G MOMENT= 18427.14 ft-lb 90% OF RESIST'G MOMENT= 24752.88 ft-lb NET OTM= 9257.5 fit-lb NET FACTORED OTM= 15593.10 fit-lb HOLD DOWN FORCE= 544.56 lb FACTORED HD FORCE= 917.24 ft-lb MSTC28 on 4x4 min stud 1155.00 lbs MSTC40 on 4x4 min stud 2695.00 lbs MSTC48B3 on 4x4 min stud 3340.50 lbs MSTC66B3 on 4x4 min stud 3774.00 lbs LFTA on 4x4 min stud 1205.00 lbs _FTA2 on 2x4 min stud 1890.00 lbs _PAHD42 on 2x4 min stud 1400.00 lbs EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera, Residence Reno&Addn, Elsinore,Hawkins Riverside CA 92507 (951) 788-2050 (951)788-2076 Fax 2013-105 _ 16-Apr-13 Page 30 of 43 HPAHD22 on 2x4 min stud 2210.00 lbs _PHD2 on 2-2x studs "(Simpson legacy) 3080.00 lbs _PHD5 on 2-2x studs "(Simpson legacy) 4545.00 lbs _HD2A on a 2x stud "(Simpson legacy) 1555.00 lbs _HD5A on a 2x stud "(Simpson legacy) 1870.00 lbs HDU2 on 4x4 min stud 3075.00 lbs HDU4 on 4x4 min stud 4565.00 lbs _HD12 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 15510.00 lbs HD19 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 16735.00 lbs T2-23-5 in 2x4 stud sandwich ZoneFour Inc 2852.00 lbs T2-43-5 in 2x4 stud sandwich ZoneFour Inc 5830.00 lbs EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera,Residence Reno&Addn, Elsinore,Hawkins Riverside CA 92507 (951)788-2050 (951)788-2075 Fax 2013-105 16-Apr-13 Page 31 of 43 SHEAR LINE 6 WIND FORCE TO LINE= 2683.84 lb SEISMIC FORCE TO LINE= 1862.51 lb DIAPHRAGM LENGTH= 18.0 ft DIAPHRAGM SHEAR= 149.10 plf TOTAL WALL LENGTH= 6. ft WALL SHEAR THIS LINE= 447.31 plf COLLECTOR FORCES: MAX DRAG FORCE= 1789.23 lb CHORD FORCES THIS LINE: LONGITUDINAL SEISMIC 18ft span SECTION 2= 270.36lbs GOVERNING COLLECTOR FORCE = 1789.23 lbs ELEMENT LENGTH= 6. ft ELEMENT FORCE= 2683.84 lb STACKED FORCE= . lb TOTAL FORCE= 2683.84 lb ELEMENT UNIT SHEAR= 447.31 plf **SHEAR PANEL OPTION(S): 0 510. plf P 665 plf Q 870. plf 00 1020. plf *_*SILL OPTIONS _16d NAILS @ 3. in OC 3/8x6.5inch LAGS @ B. in OC _SDS 1/4inch x 3inch Embedment @ 15. in OC _A35 or LTP4 @ 17. in OC 5/8in A.B. @ 33. in OC ELEMENT HEIGHT= 8. ft NET MOMENT ABOVE THIS LEVEL= . ft-lb OT MOMENT THIS LEVEL= 21470.72 ft-lb IN CASE OF DISCONTINUITY BELOW THIS PANEL: TOTAL OT MOMENT= 21470.72 ft-lb FACTORED OT MOMENT= 31290.18 ft-lb TRIBUTARY DEAD LOAD FLOOR: 1.00 x 11 .83 = 11 .83 lbs PANEL DL: 8100 ft x 14.96 psf = 119.68 lbs TOTAL TRIBUTARY DEAD LOAD: 131.51 plf PANEL END LOAD= 500.00 lb RESIST'G MOMENT= 5367.18 fit-lb 67% OF RESIST'G MOMENT= 3596.01 ft-lb 90% OF RESIST'G MOMENT= 4830.46 ft-lb NET OTM= 17874.71 ft-lb NET FACTORED OTM= 26459.71 ft-lb HOLD DOWN FORCE= 2979.12 lb FACTORED HD FORCE= 4409.95 ft-lb _MSTC52 on 4x4 iiiin stud 4235.00 lbs MSTC66 on 4x4 min stud 5860.00 lbs MSTC48B3 on 4x4 min stud 3340.50 lbs MSTC66B3 on 4x4 min stud 3774.00 lbs FTA2 on 3x4 min stud 3120.00 lbs _FTA2 on 4x4 min stud 3385.00 lbs _HPAHD22 on 4x4 min stud, 8" min end dist to conc cover 4875.00 lbs _PHD2 on 2-2x studs **(Simpson legacy) 3080.00 lbs _PHD5 on 2-2x studs **(Simpson legacy) 4545.00 lbs _HD5A on a 3x stud **(Simpson legacy) 3095.00 lbs _HD8A on a 2x stud **(Simpson legacy) 3220.00 lbs HDU2 on 4x4 min stud 3075.00 lbs HDU4 on 4x4 min stud 4565.00 lbs _HD12 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 15510.00 lbs _HD19 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 16735.00 lbs T2-43-5 in 2x4 stud sandwich ZoneFour Inc 5830.00 lbs T2-63-5 in 2x4 stud sandwich ZoneFour Inc 8746.00 lbs EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera,Residence Reno&Addn,Elsinore, Hawkins Riverside CA 92507 (951) 788-2050 (951) 788-2076 Fax 2013-105 _ 16-Apr-13 Page 32 of 43 SHEAR LINE 7 WIND FORCE TO LINE= 4312.40 lb SEISMIC FORCE TO LINE= 2300.22 lb DIAPHRAGM LENGTH= 16.0 ft DIAPHRAGM SHEAR= 269.52 plf TOTAL WALL LENGTH= 10.5 ft WALL SHEAR THIS LINE= 410.70 plf COLLECTOR FORCES: MAX DRAG FORCE= 1482.39 lb CHORD FORCES THIS LINE: LONGITUDINAL WIND 17ft span SECTION 4= 215.121bs LONGITUDINAL SEISMIC 18ft span SECTION 2= 270.361bs GOVERNING COLLECTOR FORCE = 1482.39 lbs ELEMENT LENGTH= 10.5 ft ELEMENT FORCE= 4312.4 lb STACKED FORCE= . lb TOTAL FORCE= 4312.4 lb ELEMENT UNIT SHEAR= 410.7 plf **SHEAR PANEL OPTION(S): 0 510. plf P 665. plf Q 870. plf -;-*SILL 00 1020. plf **SILL OPTIONS _16d NAILS @ 4. in OC _3/8x6.5inch LAGS @ 9. in OC _SDS 1/4inch x 3inch Embedment @ 16. in OC _A35 or LTP4 @ 19. in OC 5/8in A.B. @ 36. in OC ELEMENT HEIGHT= 9. ft NET MOMENT ABOVE THIS LEVEL= . ft-lb OT MOMENT THIS LEVEL= 38811.58 ft-lb IN CASE OF DISCONTINUITY BELOW THIS PANEL: TOTAL OT MOMENT= 38811.58 fit-lb FACTORED OT MOMENT= 43474.24 fit-lb TRIBUTARY DEAD LOAD PANEL DL: 9.00 ft x 7.46 psf = 67.14 lbs TOTAL TRIBUTARY DEAD LOAD: 67.14 plf PANEL END LOAD= 300.00 lb RESIST'G MOMENT= 6851.09 ft-lb 67% OF RESIST'G MOMENT= 4590.23 fit-lb 90% OF RESIST'G MOMENT= 6165.98 ft-lb NET OTM= 34221 .35 fit-lb NET FACTORED OTM= 37308.25 fit-lb HOLD DOWN FORCE= 3259.18 lb FACTORED HD FORCE= 3553.17 fit-lb MSTC52 on 4x4 min stud 4235.00 lbs MSTC66 on 4x4 min stud 5860.00 lbs MSTC48B3 on 4x4 min stud 3340.50 lbs MSTC66B3 on 4x4 min stud 3774.00 lbs FTA2 on 4x4 min stud 3385.00 lbs FTA5 on 3x4 min stud 3750.00 lbs _HPAHD22 on 4x4 min stud, 8" min end dist to conc cover 4875.00 lbs _PHD5 on 2-2x studs **(Simpson legacy) 4545.00 lbs _PHD6 on 2-2x studs **(Simpson legacy) 5210.00 lbs _HD6A on a 3x stud **(Simpson legacy) 3685.00 lbs _HD5A on a 4x stud **(Simpson legacy) 4010.00 lbs HDU4 on 4x4 min stud 4565.00 lbs HDU5 on 4x4 min stud 5645.00 lbs _HD12 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 15510.00 lbs _HD19 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 16735.00 lbs T2-43-5 in 2x4 stud sandwich ZoneFour Inc 5830.00 lbs T2-63-5 in 2x4 stud sandwich ZoneFour Inc 8746.00 lbs EW-Webb Engineering. Inc. 1299 Columbia Ave, E-7 Mattera,Residence Reno&Addn, Elsinore,Hawkins Riverside CA 92507 (951)788-2050 (951)788-2075 Fax 2013-105 16-Apr-13 Page 33 of 43 SHEAR LINE 8 *** LINE IS SUBJECT TO SEISMIC LOAD FACTOR OF 1.286. *** VALUES BELOW NOTED ** ARE ADJUSTED BY THIS FACTOR WIND FORCE TO LINE= 2991.66 lb SEISMIC FORCE TO LINE= 1789.27 lb TOTAL SEISMIC FORCE TO LINE= 2300.99 lb** DIAPHRAGM LENGTH= 24.0 ft DIAPHRAGM SHEAR= 124.65 plf TOTAL WALL LENGTH= 3.5 fit WALL SHEAR THIS LINE= 854.76 plf COLLECTOR FORCES: MAX DRAG FORCE= 2555.38 lb CHORD FORCES THIS LINE: LONGITUDINAL WIND 21ft span SECTION 6= 1325.691bs LONGITUDINAL WIND 28ft span SECTION 5= 471.36lbs GOVERNING COLLECTOR FORCE = 2555.38 lbs - ELEMENT LENGTH= 3.5 ft ELEMENT FORGE=-2991.66 lb - - - STACKED FORCE= . lb TOTAL FORCE= 2991.66 lb ELEMENT UNIT SHEAR= 854.76 plf **SHEAR PANEL OPTION(S): Q 870. plf 00 1020. plf PP 1330. plf -;-*SILL QQ 1740. plf **SILL OPTIONS _16d NAILS @ 2. in OC 3/8x6.5inch LAGS @ 4. in OC SDS 1/4inch x 3inch Embedment @ 7. in OC _A35 or LTP4 @ 9. in OC 5/8in A.B. @ 17. in OC ELEMENT HEIGHT= 9. fit NET MOMENT ABOVE THIS LEVEL= . fit-lb OT MOMENT THIS LEVEL= 26924.98 ft-lb IN CASE OF DISCONTINUITY BELOW THIS PANEL: TOTAL OI MOMENT= 26924.98 7L-lb FACTORED O'I MOMENT= 43488.79 1i:-lb TRIBUTARY DEAD LOAD ROOF: 2.00 x 11 .24 = 22.48 lbs PANEL DL: 9.00 ft x 14.96 psf = 134.64 lbs TOTAL TRIBUTARY DEAD LOAD: 157.12 plf PANEL END LOAD= 500.00 lb RESIST'G MOMENT= 2712.36 ft-lb 67% OF RESIST'G MOMENT= 1817.28 ft-lb 90% OF RESIST'G MOMENT= 2441 .12 fit-lb NET OTM= 25107.7 ft-lb NET FACTORED OTM= 41047.67 ft-lb HOLD DOWN FORCE= 7173.63 lb FACTORED HD FORCE= 11727.90 ft-lb FTA7 on 4x4 min stud 7600.00 lbs _HDQ8 on 6x studs **(Simpson legacy) 9230.00 lbs _HD8A on a 4x stud **(Simpson legacy) 7460.00 lbs _HD10A on a 4x stud **(Simpson legacy) 9540.00 lbs HDU8 on 6x4 min stud 7855.00 lbs HDU11 on 6x4 min stud 9535.00 lbs _HD12 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 15510.00 lbs _HD19 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 16735.00 lbs T2-63-5 in 2x4 stud sandwich ZoneFour Inc 8746.00 lbs T2-83-5 in 2x4 stud sandwich ZoneFour Inc 10539.00 lbs EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera,Residence Reno&Addn,Elsinore,Hawkins Riverside CA 92507 (951)788-2050 (951)788-2075 Fax 2013-105 16-Apr-13 Page 34 of 43 SHEAR LINE 9 WIND FORCE TO LINE= 336.68 lb SEISMIC FORCE TO LINE= 263.52 lb DIAPHRAGM LENGTH= 9.0 ft DIAPHRAGM SHEAR= 37.41 plf TOTAL WALL LENGTH= 8. fit WALL SHEAR THIS LINE= 42.09 plf COLLECTOR FORCES: MAX DRAG FORCE= 37.41 lb CHORD FORCES THIS LINE: TRANSVERSE WIND 28ft span SECTION 5= 639.7lbs GOVERNING COLLECTOR FORCE = 639.7 lbs ELEMENT LENGTH= 8. ft ELEMENT FORCE= 336.68 lb STACKED FORCE= . lb TOTAL FORCE= 336.68 lb WALL FRAME (WALL W/ OPENING) CALCULATION SHEAR FORCE AT CL OF HEAD = 168.34 LB UNIT SHEAR AT CL OF HEAD = 84.17 PLF SHEAR FORCE AT CL OF LEFT PIER = 168.34 LB UNIT SHEAR AT CL OF LEFT PIER = 67.34 PLF SHEAR FORCE AT CL OF RIGHT PIER = 168.34 LB UNIT SHEAR AT CL OF RIGHT PIER = 67.34 PLF SHEAR FORCE AT CL OF BOTTOM = 210.43 LB UNIT SHEAR AT CL OF BOTTOM = 70.14 PLF GOVERNING UNIT SHEAR = 84.17 PLF FORCE AT LEFT JAMB = 134.67 LB FORCE AT RIGHT JAMB = 134.67 LB FORCE AT HEAD = 126.26 LB FORCE AT BOTTOM = 105.21 LB **SHEAR PANEL OPTION(S): J 160. plf K 240. plf L 310. plf _ M 410. plf **SILL OPTIONS _16d NAILS @ 41. in OC _3/8x6.5inch LAGS @ 91 . in OC _SDS 1/4inch x 3inch Embedment @ 159. in OC _A35 or LTP4 @ 191. in OC _5/8in A.B. @ 352. in OC ELEMENT HEIGHT= 9. ft NET MOMENT ABOVE THIS LEVEL= . ft-lb OT MOMENT THIS LEVEL= 3030.14 ft-lb IN CASE OF DISCONTINUITY BELOW THIS PANEL: TOTAL OT MOMENT= 3030.14 ft-lb FACTORED OT MOMENT= 4980.53 fit-lb TRIBUTARY DEAD LOAD ROOF: 15.00 x 11 .24 = 168.60 lbs PANEL DL: 9.00 fit x 14.96 psf = 134.64 lbs TOTAL TRIBUTARY DEAD LOAD: 303.24 plf PANEL END LOAD= 500.00 lb RESIST'G MOMENT= 13703.68 fit-lb 67% OF RESIST'G MOMENT= 9181.47 fit-lb 90% OF RESIST'G MOMENT= 12333.31 ft-lb NET OTM= -6151 .32 ft-lb NET FACTORED OTM= -7352.78 ft-lb NO HOLD DOWN REQUIRED FACTORED HD FORCE= 0.00 fit-lb EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera,Residence Reno&Addn, Elsinore,Hawkin:l Riverside CA 92507 - (951) 788-2050 (951) 788-2075 Fax 2013-105 _ 16-Apr-13 Page 35 of 43 SHEAR LINE 10 WIND FORCE TO LINE= 1616.08 lb SEISMIC FORCE TO LINE= 2280.86 lb DIAPHRAGM LENGTH= 50.0 ft DIAPHRAGM SHEAR= 45.62 plf TOTAL WALL LENGTH= 16. ft WALL SHEAR THIS LINE= 142.55 plf COLLECTOR FORCES: MAX DRAG FORCE= 1550.99 lb CHORD FORCES THIS LINE: TRANSVERSE WIND Eft span SECTION 6= 30.92lbs TRANSVERSE WIND 28ft span SECTION 5= 639.7lbs TRANSVERSE WIND 21ft span SECTION 4= 530.27lbs GOVERNING COLLECTOR FORCE = 1550.99 lbs ELEMENT LENGTH= 16. ft ELEMENT FORCE= 2280.86 lb STACKED FORCE= . lb TOTAL FORCE= 2280.86 lb WALL FRAME (WALL W/ OPENING) CALCULATION SHEAR FORCE AT CL OF HEAD = 1174.99 LB UNIT SHEAR AT CL OF HEAD = 195.83 PLF SHEAR FORCE AT CL OF LEFT PIER = 1036.76 LB UNIT SHEAR AT CL OF LEFT PIER = 207.35 PLF SHEAR FORCE AT CL OF RIGHT PIER = 1174.99 LB UNIT SHEAR AT CL OF RIGHT PIER = 195.83 PLF SHEAR FORCE AT CL OF BOTTOM = 622.05 LB SHEAR FORCE AT CL OF BOTTOM = 622.05 LB UNIT SHEAR AT CL OF BOTTOM = 311 .03 PLF GOVERNING UNIT SHEAR = 311.03 PLF FORCE AT LEFT JAMB = 518.38 LB FORCE AT RIGHT JAMB = 489.58 LB FORCE AT HEAD = 489.58 LB FORCE AT BOTTOM = 777.57 LB **SHEAR PANEL OPTION(8) : RA -A4 plf N 340. plf 0 510. plf _ P 665. plf **SILL OPTIONS _16d NAILS @ 12. in OC 3'8x6 5 nnh I A Q A 0CZ n OC _.,i.,..... �..�� ter.G - - .,� SDS 1/4inch x 3inch Embedment @ 47. in OC _A35 or LTP4 @ 56. in OC 5/8in A.B. @ 104. in OC ELEMENT HEIGHT= 13, fit NET MOMENT ABOVE THIS LEVEL= . ft-lb OT MOMENT THIS LEVEL= 29651 .24 ft-lb IN CASE OF DISCONTINUITY BELOW THIS PANEL: TOTAL OT MOMENT= 29651.24 ft-lb FACTORED OT MOMENT= 62267.59 ft-lb TRIBUTARY DEAD LOAD ROOF: 10.00 x 11.24 = 112.40 lbs PANEL DL: 13.00 ft x 14.96 psf = 194.48 lbs TOTAL TRIBUTARY DEAD LOAD: 306.88 plf PANEL END LOAD= 500.00 lb RESIST'G MOMENT= 47280.64 ft-lb 67% OF RESIST'G MOMENT= 31678.03 ft-lb 90% OF RESIST'G MOMENT= 42552.58 ft-lb NET OTM= -2026.79 ft-lb NET FACTORED OTM= 19715.02 ft-lb NO HOLD DOWN REQUIRED FACTORED HD FORCE= 1232.19 fit-lb EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera,Residence Reno&Addn,Elsinore,Hawkins Riverside CA 92507 (951) 788-2050 (951)788-2075 Fax 2013-105 _ 16-Apr-13 Page 36 of 43 momomd SHEAR LINE 11 *** LINE IS SUBJECT TO SEISMIC LOAD FACTOR OF 1.33. *** VALUES BELOW NOTED ** ARE ADJUSTED BY THIS FACTOR WIND FORCE TO LINE= 1558.36 lb SEISMIC FORCE TO LINE= 1862.51 lb TOTAL SEISMIC FORCE TO LINE= 2477.14 lb** DIAPHRAGM LENGTH= 24.0 fit DIAPHRAGM SHEAR= 103.21 plf TOTAL WALL LENGTH= 12. fit WALL SHEAR THIS LINE= 206.43 plf COLLECTOR FORCES: MAX DRAG FORCE= 1238.57 lb CHORD FORCES THIS LINE: TRANSVERSE WIND 31ft span SECTION 2= 1155.54lbs GOVERNING COLLECTOR FORCE = 1238.57 lbs ELEMENT LENGTH= 3. ft ELEMENT FORCE= 619.28 lb STACKED FORCE= 320.26 lb TOTAL FORCE= 939.55 lb ELEMENT UNIT SHEAR= 313.18 plf **SHEAR PANEL OPTION(S): M 410. plf N 340. plf 0 510. plf -;-*SILL P 665. plf **SILL OPTIONS _16d NAILS @ 5. in OC _3/8x6.5inch LAGS @ 12. in OC SDS 1/4inch x 3inch Embedment @ 21. in OC _A35 or LTP4 @ 25. in OC 5/8in A.B. @ 47. in OC ELEMENT HEIGHT= 8. ft NET MOMENT ABOVE THIS LEVEL= 491 .42 ft-lb OT MOMENT THIS LEVEL= 7516.37 ft-lb IN CASE OF DISCONTINUITY BELOW THIS PANEL: TOTAL OT MOMENT= 8007.79 ft-lb FACTORED OT MOMENT= 16816.36 ft-lb TRIBUTARY DEAD LOAD FLOOR: 7.00 x 11.83 = 82.81 lbs PANEL DL: 8.00 ft x 14.96 psf = 119.68 lbs TOTAL TRIBUTARY DEAD LOAD: 202.49 plf PANEL END LOAD= 500.00 lb RESIST'G MOMENT= 2411.21 fit-lb 67% OF RESIST'G MOMENT= 1615.51 ft-lb 90% OF RESIST'G MOMENT= 2170.08 ft-lb NET OTM= 6392.28 ft-lb NET FACTORED OTM= 14646.27 fit-lb HOLD DOWN FORCE= 2130.76 lb FACTORED HD FORCE= 4882.09 ft-lb MSTC40 on 4x4 min stud 2695.00 lbs MSTC52 on 4x4 min stud 4235.00 lbs MSTC48B3 on 4x4 min stud 3340.50 lbs MSTC66B3 on 4x4 min stud 3774.00 lbs FTA2 on 3x4 min stud 3120.00 lbs _FTA2 on 4x4 min stud 3385.00 lbs HPAHD22 on 2x4 min stud 2210.00 lbs _HPAHD22 on 4x4 min stud, 8" min end dist to conc cover 4875.00 lbs PHD2 on 2-2x studs **(Simpson legacy) 3080.00 lbs PHD5 on 2-2x studs **(Simpson legacy) 4545.00 lbs HD6A on a 2x stud **(Simpson legacy) 2275.00 lbs HD2A on a 3x stud **(Simpson legacy) 2565.00 lbs HDU2 on 4x4 min stud 3075.00 lbs HDU4 on 4x4 min stud 4565.00 lbs _HD12 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 15510.00 lbs HD19 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 16735.00 lbs T2-23-5 in 2x4 stud sandwich ZoneFour Inc 2852.00 lbs T2-43-5 in 2x4 stud sandwich ZoneFour Inc 5830.00 lbs EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera,Residence Reno&Addn, Elsinore, Hawkins Riverside CA 92507 (951) 788-2050 (951)788-2075 Fax 2013-105 16-Apr-13 Page 37 of 43 ELEMENT LENGTH= 3. ft ELEMENT FORCE= 619.28 lb STACKED FORCE= 320.26 lb TOTAL FORCE= 939.55 lb ELEMENT UNIT SHEAR= 313.18 plf **SHEAR PANEL OPTION(S): M 410. plf N 340. plf 0 510. plf _ P 665. plf **SILL OPTIONS _16d NAILS @ 5. in OC _3/8x6.5inch LAGS @ 12. in OC SDS 1/4inch x 3inch Embedment @ 21. in OC _A35 nr I TPd (d 25, in nr. _5/8in A.B. @ 47. in OC ELEMENT HEIGHT= 8. ft NET MOMENT ABOVE THIS LEVEL= 491.42 ft-lb OT MOMENT THIS LEVEL= 75.1.6.37 ft-lb IN CASE-OF--DISCONTINUITY BELOW THIS PANEL. TOTAL OT MOMENT= 8007.79 ft-lb FACTORED OT MOMENT= 16816.36 ft-lb TRIBUTARY DEAD LOAD FLOOR: 7.00 x 11.83 = 82.81 lbs PANEL DL: 8.00 ft x 14.96 psf = 119.68 lbs TOTAL TRIBUTARY DEAD LOAD: 202.49 pif PANEL END LOAD= 500.00 lb RESIST'G MOMENT= 2411 .21 ft-lb 67% OF RESIST'G MOMENT= 1615.51 ft-lb 90% OF RESIST'G MOMENT= 2170.08 fit-lb NET OTM= 6392.28 fit-lb NET FACTORED OTM= 14646.27 fit-lb HOLD DOWN FORCE= 2130.76 lb FACTORED HD FORCE= 4882.09 fit-lb _MSTC40 on 4x4 min stud 2695.00 lbs _MSTC52 on 4x4 min stud 4235.00 lbs _MSTC48B3 on 4x4 min stud 3340.50 lbs MSTC66B3 on 4x4 min stud 3774.00 lbs FTA2 on 3x4 min stud 3120.00 lbs CTAn A-A _ . vrl YAY 11W1 stud 3385.00 lbs HPAHD22 nn 9x4 mi in ct+rlri ooi n nn i k� -HPAHD22 on 4x4 min stud, 81' min end dist to conc cover 4875.00 lbs _PHD2 on 2-2x studs **(Simpson legacy) 3080.00 lbs _PHD5 on 2-2x studs **(Simpson legacy) 4545.00 lbs _HD6A on a 2x stud **(Simpson legacy) 2275.00 lbs _HD2A on a 3x stud **(Simpson legacy) 2565.00 lbs HDU2 on 4x4 min stud 3075.00 lbs HDU4 on 4x4 min stud 4565.00 lbs _HD12 w/ 1-1/811 A.B. on 6x6 or 8x4 min stud 15510.00 lbs _HD19 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 16735.00 lbs _T2-23-5 in 2x4 stud sandwich ZoneFour Inc 2852.00 lbs _T2-43-5 in 2x4 stud sandwich ZoneFour Inc 5830.00 lbs EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera, Residence Reno&Addn, Elsinore,Hawkins Riverside CA 92507 (951)788-2050 (951) 788-2075 Fax 2013-105 _ 16-Apr-13 Page 38 of 43 ELEMENT LENGTH= 3. fit ELEMENT FORCE= 619.28 lb STACKED FORCE= 320.26 lb TOTAL FORCE= 939.55 lb ELEMENT UNIT SHEAR= 313.18 plf **SHEAR PANEL OPTION(S): M 410. plf N 340. plf 0 510. plf _ P 665. plf **SILL OPTIONS _16d NAILS @ 5. in OC _3/8x6.5inch LAGS @ 12. in OC _SDS 1/4inch x 3inch Embedment @ 21. in OC _A35 or LTP4 @ 25. in OC 5/8in A.B. @ 47. in OC ELEMENT HEIGHT= 8. fit NET MOMENT ABOVE THIS LEVEL= 491.42 ft-lb OT MOMENT THIS LEVEL= 7516.37 ft-lb IN CASE OF DISCONTINUITY BELOW THIS PANEL: TOTAL OT MOMENT= 8007.79 ft-lb FACTORED OT MOMENT= 16816.36 ft-lb TRIBUTARY DEAD LOAD FLOOR: 7.00 x 11 .83 = 82.81 lbs PANEL DL: 8.00 ft x 14.96 psf = 119.68 lbs TOTAL TRIBUTARY DEAD LOAD: 202.49 plf PANEL END LOAD= 500.00 lb RESIST'G MOMENT= 2411.21 ft-lb 67% OF RESIST'G MOMENT= 1615.51 fit-lb 90% OF RESIST'G MOMENT= 2170.08 ft-lb NET OTM= 6392.28 ft-lb NET FACTORED OTM= 14646.27 ft-lb HOLD DOWN FORCE= 2130.76 lb FACTORED HD FORCE= 4882.09 ft-lb MSTC40 on 4x4 min stud 2695.00 lbs MSTC52 on 4x4 min stud 4235.00 lbs MSTC48B3 on 4x4 min stud 3340.50 lbs MSTC66B3 on 4x4 min stud 3774.00 lbs FTA2 on 3x4 min stud 3120.00 lbs _FTA2 on 4x4 min stud 3385.00 lbs HPAHD22 on 2x4 min stud 2210.00 lbs _HPAHD22 on 4x4 min stud, 8" min end dist to conc cover 4875.00 lbs PHD2 on 2-2x studs **(Simpson legacy) 3080.00 lbs PHD5 on 2-2x studs **(Simpson legacy) 4545.00 lbs HD6A on a 2x stud **(Simpson legacy) 2275.00 lbs HD2A on a 3x stud **(Simpson legacy) 2565.00 lbs HDU2 on 4x4 min stud 3075.00 lbs HDU4 on 4x4 min stud 4565.00 lbs _HD12 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 15510.00 lbs _HD19 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 16735.00 lbs T2-23-5 in 2x4 stud sandwich ZoneFour Inc 2852.00 lbs T2-43-5 in 2x4 stud sandwich ZoneFour Inc 5830.00 lbs EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera, Residence Reno&Addn, Elsinore,Hawkins Riverside CA 92507 r (951)788-2050 - (951) 788-2075 Fax 2013-105 16-Apr-13 Page 39 of 43 ELEMENT LENGTH= 3. fit ELEMENT FORCE= 619.28 lb STACKED FORCE= 320.26 lb TOTAL FORCE= 939.55 lb ELEMENT UNIT SHEAR= 313.18 plf **SHEAR PANEL OPTION(S): M 410. plf N 340. plf 0 510. plf _ P 665. plf **SILL OPTIONS _16d NAILS @ 5. in OC 3/8x6.5inch LAGS @ 12. in OC SDS 1/4inch x 3inch Embedment @ 21. in OC �A11 1 25. it l roT n nc nVn _ 1 i V �5/8in A.B. 47. in OC ELEMENT HEIGHT= 8. ft NET MOMENT ABOVE THIS LEVEL= 491 .42 ft-lb OT MOMENT THIS__LEVEL= 7516.37_ft-lb ___ IN--CASE---OF--DISCONTINUITY -BELOW THIS PANEL - -- - TOTAL OT MOMENT= 8007.79 fit-lb FACTORED OT MOMENT= 16816.36 ft-lb TRIBUTARY DEAD LOAD FLOOR: 9.00 x 11.83 = 106.47 lbs PANEL DL: 8.00 ft x 14.96 psf = 119.68 lbs TOTAL TRIBUTARY DEAD LOAD: 226.15 pif PANEL END LOAD= 500.00 lb RESIST'G MOMENT= 2517.68 ft-lb 67% OF RESIST'G MOMENT= 1686.84 ft-lb 90% OF RESIST'G MOMENT= 2265.91 ft-lb NET OTM= 6320.95 ft-lb NET FACTORED OTM= 14550.45 fit-lb HOLD DOWN FORCE= 2106.98 lb FACTORED HD FORCE= 4850.15 ft-lb MSTC40 on 4x4 min stud 2695.00 lbs _MSTC52 on 4x4 min stud 4235.00 lbs _MSTC48B3 on 4x4 min stud 3340.50 lbs MSTC66B3 on 4x4 min stud 3774.00 lbs FTA2 on 3x4 min stud 3120.00 lbs _FTA2 on 4x4 min stud 3385.00 lbs uooun2o on 2x4 min e+. d noin nn lbs _HPAHD22 on 4x4 min stud,�8" min end disc to conc cover 44875.00 lbs _PHD2 on 2-2x studs **'(Simpson legacy) 3080.00 lbs _PHD5 on 2-2x studs **(Simpson legacy) 4545.00 lbs _HD6A on a 2x stud **(Simpson legacy) 2275.00 lbs _HD2A on a 3x stud **(Simpson legacy) 2565.00 lbs _HDU2 on 4x4 min stud 3075.00 lbs HDU4 on 4x4 min stud 4565.00 lbs _HD12 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 15510.00 lbs _HD19 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 16735.00 lbs _T2-23-5 in 2x4 stud sandwich ZoneFour Inc 2852.00 lbs _T2-43-5 in 2x4 stud sandwich ZoneFour Inc 5830.00 lbs EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera, Residence Reno&Addn,Elsinore, Hawkins Riverside CA 92507 (951) 788-2050 (951)788-2075 Fax 2013-105 _ 16-Apr-13 Page 40 of 43 SHEAR LINE 12 WIND FORCE TO LINE= 2481 .35 lb SEISMIC FORCE TO LINE= 3006.30 lb DIAPHRAGM LENGTH= 31.0 ft DIAPHRAGM SHEAR= 96.98 plf TOTAL WALL LENGTH= 21. ft WALL SHEAR THIS LINE= 143.16 plf COLLECTOR FORCES: MAX DRAG FORCE= 969.78 lb CHORD FORCES THIS LINE: TRANSVERSE WIND 31ft span SECTION 2= 1155.54lbs GOVERNING COLLECTOR FORCE = 1155.54 lbs ELEMENT LENGTH= 12. fit ELEMENT FORCE= 1717.89 lb STACKED FORCE= . lb TOTAL FORCE= 1717.89 lb ELEMENT UNIT SHEAR= 143.16 plf **SHEAR PANEL OPTION(S): - J 160. plf K 240. plf L 310. plf _ M 410. plf **SILL OPTIONS _16d NAILS @ 12. in OC _3/8x6.5inch LAGS @ 26. in OC _SDS 1/4inch x 3inch Embedment @ 46. in OC _A35 or LTP4 @ 56. in OC _5/8in A.B. @ 103. in OC ELEMENT HEIGHT= 8. ft NET MOMENT ABOVE THIS LEVEL= . fit-lb OT MOMENT THIS LEVEL= 13743.1 ft-lb IN CASE OF DISCONTINUITY BELOW THIS PANEL: TOTAL OT MOMENT= 13743.1 fit-lb FACTORED OT MOMENT= 28860.51 fit-lb TRIBUTARY DEAD LOAD FLOOR: 7.00 x 11 .83 = 82.81 lbs PANEL DL: 8.00 fit x 14.96 psf = 119.68 lbs TOTAL TRIBUTARY DEAD LOAD: 202.49 plf PANEL END LOAD= 500.00 lb RESIST'G MOMENT= 20579.28 fit-lb 67% OF RESIST'G MOMENT= 13788.12 ft-lb 90% OF RESIST'G MOMENT= 18521.35 ft-lb NET OTM= -45.02 ft-lb NET FACTORED OTM= 10339.16 fit-lb NO HOLD DOWN REQUIRED FACTORED HD FORCE= 861.60 ft-lb EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera, Residence Reno&Addn, Elsinore,]HawkinsRiverside CA 92507 (951)788-2050 (951)788-2075 Fax2013-105 16-Apr-13 Page 41 o ELEMENT LENGTH= 4.5 ft ELEMENT FORCE= 644.21 lb STACKED FORCE= . lb TOTAL FORCE= 644.21 lb ELEMENT UNIT SHEAR= 143.16 plf **SHEAR PANEL OPTION(S) : J 160. plf K 240. plf L 310. plf _ M 410. plf **SILL OPTIONS 16d NAILS @ 12. in OC u3/8x6.5inch LAGS @ 26. in OC SDS 1/4inch x 3inch Embedment @ 46. in OC �Aq1; nr i TPA r Ffi in nr.. 5/8in A.B. @ 103. in OC ELEMENT HEIGHT= 8. fit NET MOMENT ABOVE THIS LEVEL= . ft-lb OT MOMENT THIS LEVEL= 5153.66 fit-lb IN CASE OF DISCONTINUITY BELOW THIS PANEL: TOTAL OT MOMENT= 5153.66 ft-lb FACTORED OT MOMENT= 10822.69 ft-lb TRIBUTARY DEAD LOAD FLOOR: 9.00 x 11.83 = 106.47 lbs PANEL DL: 8.00 ft x 14.96 psf = 119.68 lbs TOTAL TRIBUTARY DEAD LOAD: 226.15 plf PANEL END LOAD= 500.00 lb RESIST'G MOMENT= 4539.77 ft-lb 67% OF RESIST'G MOMENT= 3041 .65 fit-lb 90% OF RESIST'G MOMENT= 4085.79 ft-lb NET OTM= 2112.02 fit-lb NET FACTORED OTM= 6736.90 fit-lb HOLD DOWN FORCE= 469.34 lb FACTORED HD FORCE= 1497.09 ft-lb _MSTC28 on 4x4 min stud 1155.00 lbs MSTC40 on 4x4 min stud 2695.00 lbs _MSTC48B3 on 4x4 min stud 3340.50 lbs MSTC66B3 on 4x4 min stud 3774.00 lbs LFTA on 4x4 min stud 1205.00 lbs - stud .f AAA An l b s '. F IA2 Vn 2x4 III.LrI U IV.7VVV 1V PAHD42 on 2x4 min stirl 14nn_nn 1hs _HPAHD22 on 2x4 min stud 2210.00 lbs , PHD2 on 2-2x studs **(Simpson legacy) 3080.00 lbs PHD5 on 2-2x studs **(Simpson legacy) 4545.00 lbs _HD2A on a 2x stud **(Simpson legacy) 1555.00 lbs _HD5A on a 2x stud **(Simpson legacy) 1870.00 lbs HDU2 on 4x4 min stud 3075.00 lbs HDU4 on 4x4 min stud 4565.00 lbs _HD12 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 15510.00 lbs _HD19 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 16735.00 lbs T2-23-5 in 2x4 stud sandwich ZoneFour Inc 2852.00 lbs T2-43-5 in 2x4 stud sandwich ZoneFour Inc 5830.00 lbs EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera, Residence Reno&Addn, Elsinore,Hawkins Riverside CA 92507 (951) 788-2050 (951) 788-2075 Fax 2013-105 _ 16-Apr-13 Page 42 of 43 ELEMENT LENGTH= 4.5 fit ELEMENT FORCE= 644.21 lb STACKED FORCE= . lb TOTAL FORCE= 644.21 lb ELEMENT UNIT SHEAR= 143.16 plf **SHEAR PANEL OPTION(S): J 160. plf K 240. plf L 310. plf _ M 410. plf **SILL OPTIONS _16d NAILS @ 12. in OC _3/8x6.5inch LAGS @ 26. in OC _SDS 1/4inch x 3inch Embedment @ 46. in OC _A35 or LTP4 @ 56. in OC _5/8in A.B. @ 103. in OC ELEMENT HEIGHT= 8. fit NET MOMENT ABOVE THIS LEVEL= . ft-lb OT MOMENT THIS LEVEL= 5153.66 fit-lb IN CASE OF DISCONTINUITY BELOW THIS PANEL: TOTAL OT MOMENT= 5153.66 fit-lb FACTORED OT MOMENT= 10822.69 ft-lb TRIBUTARY DEAD LOAD ROOF: 2.00 x 11.24 = 22.48 lbs FLOOR: 6.00 x 11 .83 = 70.98 lbs PANEL DL: 8.00 ft x 7.46 psf = 59.68 lbs TOTAL TRIBUTARY DEAD LOAD: 153.14 plf PANEL END LOAD= 300.00 lb RESIST'G MOMENT= 2900.54 ft-lb 67% OF RESIST'G MOMENT= 1943.36 fit-lb 90% OF RESIST'G MOMENT= 2610.49 ft-lb NET OTM= 3210.3 fit-lb NET FACTORED OTM= 8212.20 fit-lb HOLD DOWN FORCE= 713.4 lb FACTORED HD FORCE= 1824.93 fit-lb MSTC28 on 4x4 min stud 1155.00 lbs MSTC40 on 4x4 min stud 2695.00 lbs MSTC48B3 on 4x4 min stud 3340.50 lbs MSTC66B3 on 4x4 min stud 3774.00 lbs LFTA on 4x4 min stud 1205.00 lbs FTA2 on 2x4 min stud 1890.00 lbs PAHD42 on 2x4 min stud 1400.00 lbs HPAHD22 on 2x4 min stud 2210.00 lbs _PHD2 on 2-2x studs **(Simpson legacy) 3080.00 lbs _PHD5 on 2-2x studs **(Simpson legacy) 4545.00 lbs _HD2A on a 2x stud **(Simpson legacy) 1555.00 lbs _HD5A on a 2x stud **(Simpson legacy) 1870.00 lbs HDU2 on 4x4 min stud 3075.00 lbs HDU4 on 4x4 min stud 4565.00 lbs _HD12 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 15510.00 lbs _HD19 w/ 1-1/8" A.B. on 6x6 or 8x4 min stud 16735.00 lbs T2-23-5 in 2x4 stud sandwich ZoneFour Inc 2852.00 lbs T2-43-5 in 2x4 stud sandwich ZoneFour Inc 5830.00 lbs EW-Webb Engineering, Inc. 1299 Columbia Ave, E-7 Mattera,Residence Reno&Addn,Elsinore,Hawkins Riverside CA 92507 (951) 788-2050 — --- ----- (951) 788-2075 Fax 2013-105 _ 16-Apr-13 Page 43.of 43 DIAPHRAGM UNIT FORCES SUMMARY: SHEAR LINE 1 DIAPHRAGM SHEAR= 105.97 plf SHEAR LINE 2 DIAPHRAGM SHEAR= 158.96 plf SHEAR LINE 3 DIAPHRAGM SHEAR= 53.38 plf SHEAR LINE 4 DIAPHRAGM SHEAR= 36.90 plf SHEAR LINE 5 DIAPHRAGM SHEAR= 115.43 plf SHEAR LINE 6 DIAPHRAGM SHEAR= 149.10 plf SHEAR LINE 7 DIAPHRAGM SHEAR= 269.52 plf SHEAR LINE 8 DIAPHRAGM SHEAR= 124.65 plf SHEAR LINE 9 DIAPHRAGM SHEAR= 37.41 plf SHEAR LINE 10 DIAPHRAGM SHEAR= 45.62 plf SHEAR LINE 11 DIAPHRAGM SHEAR= 103.21 plf SHEAR LINE 12 DIAPHRAGM SHEAR= 96.98 plf BUILDING ENERGY ANALYSIS REPORT PROJECT: Mattera Addition 315 N Poe Street Lake, Elsinore, CA 92530 Project Designer: Hawkins Drafting Service 213 N. Scrivener Street Lake Elsinore, CA 92530a (909) 261-4423 2—V i a Report Prepared by: P Y Earl WebbUir� EW-Webb Engineering, Inc 1299 Columbia Ave., E7 Riverside, CA 92507 a. (951) 788-2050 U. UJ CL Job Number: 2013-105 Date: 4/22/2013 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report.This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft,LLC—www.energysoft.com. EnergyPro 5.1 by EnergySoft User Number:5550 RunCode:2013-04-22T15:55:33 ID:2013-105 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF-1 R Certificate of Compliance 3 Form MF-1 R Mandatory Measures Summary 9 HVAC System Heating and Cooling Loads Summary 12 EnergyPro 5.1 by EnergySoft Job Number: ID:2013-105 User Number:5550 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF-1 R Project Name Building Type 0 Single Family ❑ Addition Alone Date Matters Addition ❑ Multi Family 0 Existing+Addition/Alteration 4/22/2013 Project Address California Energy Climate Zone Total Cond.Floor Area Addition #of Stories 315 N Poe Street Lake, Elsinore CA Climate Zone 10 2,168 1,014 2 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes © No HERS Measures -- If Yes, A CF-4R must be provided per Part 2 of 5 of this form. ❑ Yes © No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type Cavity (fe) Features (see Part 2 of 5) Status Floor Wood Framed w/Crawl Space None 1,154 Existing Wall Wood Framed R-13 1,237 Altered Roof Wood Framed Rafter R-30 1,154 Altered Slab Unheated Slab-on-Grade None 507 Perim=97' New Wall Wood Framed R-13 1,469 New Roof Wood Framed Rafter R-30 533 New FENESTRATION U- Exterior Orientation Area(fe) Factor SHGC overhangSidef ins Shades Status Front(E) 50.0 1.190 0.83 none none Bug Screen Existing Left(S) 54.0 1.190 0.83 none none Bug Screen Existing Left(S) 6.0 0.390 0.37 none none Bug Screen New Right(N) 81.0 1.190 0.83 none none Bug Screen Existing Right(N) 148.4 0.390 0.37 none none Bug Screen New Rear(lM 32.0 0.390 0.37 none none Bug Screen New Front(E) 12.3 0.390 0.37 none none Bug Screen New Skylight 16.0 0.550 0.67 none none None New HVAC SYSTEMS Qty. HeatingMin. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 86%AFUE Split Air Conditioner 13.0 SEER Setback Altered HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status HVAC System Ducted Ducted Attic,Ceiling Ins, vented 8.0 New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Small Gas 50 0.58 Kitchen Pipe Ins Altered EnergyPro 5.1 by EnergySoft User Number.5550 RunCode:2013-04-22T15:55:33 ID:2013-105 Page 3 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF-1 R Project Name Building Type ® Single Family ❑ Addition Alone I Date Mattera Addition 1 ❑ Multi Family ® Existing+Addition/Alteration 1412212013 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist.These items require special written justification and documentation,and special verification to be used with the performance approach.The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF-413 form for each of the measures listed below for final to be given. Pae4of12 EnergyPro 5.1 by EnergySoft User Number:5550 RunCode:2013-04-22T15:55:33 ID:2013-105 PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF-1 R Project Name Building Type R Single Family ❑ Addition Alone Date Mattera Addition 1 ❑ Multi Family R Existing+Addition/Alteration 412212013 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/fC- r Space Heating 39.10 23.00 16.10 Space Cooling 57.71 54.97 2.74 Fans 15.22 16.02 -0.80 Domestic Hot Water 18.02 16.31 1.70 Pumps 0.00 0.00 0.00 Totals 130.05 110.30 19.75 Percent Better Than Standard: 15.2% BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (E)90 deg Ext.Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (E) 508 62 Fuel Available at Site: Natural Gas (S) 1,049 60 Raised Floor Area: 1,154 (M 484 32 Slab on Grade Area: 507 (N) 1,049 229 Average Ceiling Height: 9.5 Roof 1,703 16 Fenestration Average U-Factor: 0.78 TOTAL: 400 Average SHGC: 0.59 Fenestration/CFA Ratio: 18.4% REMARKS STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company EW-Webb Engineering,Inc C Earl Webb 412212013 J { Address 1299 Columbia Ave.,E7 Name Cit /State/Zi Riverside, CA 92507 Phone (951) 788-2050 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets,with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company Hawkins Drafting Service Address 213 N.Scrivener Street Name Steve Hawkins 1'ltl- V-" `- City/State/Zip Lake Elsinore,CA 92530 Phone (909)261-4423 Signed License# Date EnergyPro 5.1 by EnerqVSoft User Number:5550 Run Code:2013-04-22T15:55:33 ID:2013-105 Pa e 5 of 12 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF-1 R Project Name Building Type 2 Single Family ❑Addition Alone Date Mattera Addition ❑ Multi Family ❑ Existing+Addition/Alteration 412212013 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor Cavitv Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Floor 1,154 0.097 None 0 180 Existing 4.4.1-A1 Floor Wall 230 0.102 R-13 90 90 Altered 4.3.1-A3(E=4.3.1-A1) Floor 1 Wall 440 0.102 R-13 180 90 Altered 4.3.1 A3(E=4.3.1-A1 Floor 1 Wall 160 0.102 R-13 270 90 Altered 4.3.1-A3(E=4.3.1-A1) Floor 1 Wall 407 0.102 R-13 0 90 qNe4 4.3.1-A3 E=4.3.1-A1) Floor 1 Roof 1,154 0.035 R-30 90 18 4.2.2-A17(E=4.2.1-A2 Floor 1 Wall 120 0.356 None 270 90 4.3.1-A1 Floor 1 Slab 507 0.730 None 0 180 .4.7-A 1 Floor 1 Wall 48 0.102 R-13 90 90 4.3.1-A3 Floor 1 Wall 244 0.102 R-13 180 90 4.3.1-A3 Floor 1 Wall 124 0.102 R-13 270 90 New 4.3.1-A3 Floor 1 Wall 166 0.102 R-13 0 90 New 4.3.1-A3 Floor 1 Wall 168 0.102 R-13 90 90 New 4.3.1-A3 Floor Wall 305 0.102 R-13 180 90 New 4.3.1-A3 Floor Wall 168 0.102 R-13 270 90 New 4.3.1-A3 Floor 2 Wall 247 0.102 R-13 0 90 New 4.3.1-A3 Floor 2 FENESTRATION SURFACE DETAILS ID Type Area U-Factor SHGC Azm Status Glazing Type Location/Comments 1 Window 50.0 1.190 Default 0.83 Default 90 Existing Single Metal Clear Floor 1 2 Window 54.0 1.190 Default 0.83 Default 180 Existing Single Metal Clear Floor 1 3 Window 6.0 0.390 NFRC 0.37 NFRC 180 New Milgard Classic Low-E Vinyl Floor 1 4 Window 81.0 1.190 Default 0.83 Default 0 Existing Single Metal Clear Floor 1 5 Window 12.0 6.390 NFRC 0.37 NFRC 0 New Milgard Classic Low-E Vinyl Floor 1 6 Wi ndow 20.0 0.390 NFRC 0.37 NFRC 270 New Milgard Classic Low E Vinyl Floor 1 7 Window 78.4 0.390 NFRC 0.37 NFRC 0 New Milgard Classic Low-E Vinyl Floor 1 8 Window 12.3 0.390 NFRC 0.37 NFRC 90 New Milgard Classic Low-E Vinyl Floor 2 9 Window 12.0 0.390 NFRC 0.37 NFRC 270 New Milgard Classic Low-E Vinyl Floor 2 10 Window 58.0 0.390 NFRC 0.37 NFRC 0 New Milgard Classic Low-E Vinyl Floor 2 11 Skylight 16.0 0.550 Default 0.67 Default 0 New Double Non Metal Clear Floor 2 (1) U-Factor Type: 116-A=Default Table from Standards,NFRC=Labeled Value (2) SHGC Type: 116-B=Default Table from Standards,NFRC=Labeled Value EXTERIOR SHADING DETAILS Window Overhan Left Fin Ri ht Fin ID Exterior Shade Type SHGC Hat Wd Len Wit LExt RExt Dist Len H t Dist Len H t 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 10 Bug Screen 0.76 11 None 1.00 �-En-eqqyPro 5.1 by EnergyS,ft User Number:5550 Run Code:2013-04-22T15:55:33 ID:2013-105 Page 6 of 12 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF-1 R Project Name Building Type 2 Single Family ❑ Addition Alone Date Mattera Addition ❑ Multi Family 12 Existing+Addition/Alteration 1412212013 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Roof 533 0.035 R-30 0 18 New 4.2.2-A 17 Floor 2 —t-7 ..........I FENESTRATION SURFACE DETAILS ID Tvpe Area U-Factor SHGC2 Azm Status Glazing Type Location/Comments (1) LI-Factor Type: 116-A=Default Table from Standards,NFRC=Labeled Value (2) SHGC Type: 116-B=Default Table from Standards, NFRC=Labeled Value EXTERIOR SHADING DETAILS Window Ove hang Left Fin Ri ht Fin ID Exterior Shade Type SHGC H t Wd Len H t LExt RExt Dist Len H t Dist Len H t EnergyPro5.1byEnergySoft User Number.5550 Run Code:2013-04-22T15:55:33 ID:2013-105 Page 7 of 12 CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF-1 R Project Name Building Type 2 Single Family ❑Addition Alone Date Mattera Addition ❑ Multi Family 10 Existing+Addition/Alteration 1412212013 BUILDING ZONE INFORMATION Floor Area ft System Name Zone Name New Existing Altered I Removed Volume Year Built HVAC System Existing 1,1541 11,540 1924 Addition 507 4,056 Addition 507 5,0701 Totals 1,014 0 1,154 0 HVAC SYSTEMS System Name Qt . Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status HVAC System 1 Central Furnace 86%AFUE Split Air Conditioner 13.0 SEER Setback Altered pre-altered for above Central Furnace 80%AFUE Split Air Conditioner 9.0 SEER Setback HVAC DISTRIBUTION Duct Ducts System Name Heating Cooling Duct Location R-Value Tested? Status HVAC System Ducted Ducted Attic, Ceiling Ins, vented 8.0 ❑ New pre-altered for above Ducted Ducted Attic, Ceiling Ins, vented 8.0 ❑ WATER HEATING SYSTEMS Ext. Rated Tank Energy Standby Tank Input Cap. Factor Loss or Insul. R- S stem Name Qty. Type Distribution Btuh al or RE Pilot Value Status Standard Gas 50 gal or Le 1 Small Gas Kitchen Pipe Ins 40,000 50 0.58 n/a n/a Altered Default Gas Prior to 1999 1 Small Gas pre-altered for Above 28,0001 50 0.53 n/a n/a MULTI-FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Hot Water Piping Length ft o n Pipe Pipe Insul. Control Qty.FHP Plenum Outside Buried ¢ System Name Length Diameter Thick. EnergyPro 5.1 by EnergySoft User Number:5550 Run Code:2013-04-22T15:55:33 ID:2013-105 Page 8 of 12 MANDATORY MEASURES SUMMARY: Residential (Page 1 of 3 MF-1 R Date Project Name L7 4/22/2013 Mattera Addition NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF-1 R,CF-1 R-ADD,or CF- I R-ALT Form)shall supersede the items marked with an asterisk(*) below.This Mandatory Measures Summary shall be incorporated into the permit documents,and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary.Submit all applicable sections of the MF-1 R Form with plans. Building Envelope Measures: 116 a 1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field-fabricated windows) have a label listing the certified U-Factor,certified Solar HeagGain Coefficient SHGC , and infiltration that meets the requirements of 10-111(a). 117: Exterior doors and windows are weather-stripped;all joints and penetrations are caulked and sealed. 118 a : Insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF-6R Form. §118(i):The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of§118(i)when the installation of a Cool Roof is specified on the CF-1 R Form. *§150(a): Minimum R-19 insulation in wood-frame ceiling or equivalent U-factor. 150 b : Loose fill insulation shall conform with manufacturer's installed design labeled R-Value. *§150(c): Minimum R-13 insulation in wood-frame wall or equivalent U-factor. *§150(d):Minimum R-13 insulation in raised wood-frame floor or equivalent U-factor. 150 f :Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95 2000 when specified on the CF-1 R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(I):Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%;water vapor permeance rate is no greater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150 e 1 A: Masonry or factory-built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)1 B: Masonry or factory-built fireplaces have a combustion outside air intake,which is at least six square inches in area and is equipped with a with a readily accessible, operable,and tight-fitting damper and or a combustion-air control device. §150(e)2:Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket,when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning,Water Heating and Plumbing System Measures: §110-§113:HVAC equipment,water heaters,showerheads,faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5:Water heating recirculation loops serving multiple dwelling units and High-Rise residential occupancies meet the air release valve, backflow prevention,pump isolation valve, and recirculation loop connection requirements of§113(c)5. §115:Continuously burning pilot lights are prohibited for natural gas:fan-type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt),and pool and spa heaters. 150 h : Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. 150 i : Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §150(j)1 A:Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §150(j)1 B: Unfired storage tanks,such as storage tanks or backup tanks for solar water-heating system,or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank. §150(j)2: First 5 feet of hot and cold water pipes closest to water heater tank, non-recirculating systems,and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. §150(j)2:Cooling system piping (suction,chilled water,or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §150(j)2: Pipe insulation for steam hydronic heating systems or hot water systems>15 psi, meets the requirements of Standards Table 123-A. 150 ' 3A: Insulation is protected from damage, including that due to sunlight, moisture,equipment maintenance, and wind. §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 150 ' 4: Solar water-heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. EnergyPro 5.1 by EnergySoft User Number:5550 RunCode:2013-04-22T15:55:33 ID:2013-105 Page 9 of 12 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF-1 R Project Name Date Mattera Addition 412212013 §150(m)1:All air-distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601,602,603,604, 605 and Standard 6-5;supply-air and return-air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space.Openings shall be sealed with mastic,tape or other duct-closure system that meets the applicable requirements of UL 181, UL 181 A,or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch,the combination of mastic and either mesh or tape shall be used §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal,duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D:Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. 150 m 7: Exhaust fans stems have back draft or automatic dampers. §150(m)8:Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance,and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 150 m 10: Flexible ducts cannot have porous inner cores. §150(o):All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings.Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a):Any pool or spa heating system shall be certified to have:a thermal efficiency that complies with the Appliance Efficiency Regulations;an on-off switch mounted outside of the heater;a permanent weatherproof plate or card with operating instructions;and shall not use electric resistance heating or a pilot light. §114(b)1:Any pool or spa heating equipment shall be installed with at least 36"of pipe between filter and heater, or dedicated suction and return lines,or built-up connections for future solar heating. 114 b 2:Outdoor pools ors as that have a heat ump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. §150 p : Residential pool systems orequipment meet the pump sizing,flow rate,piping,filters, and valve requirements of 150 Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by§150(k)2. 150 k 3:The wattage of permanently installed luminaires shall be determined asspecified by§130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line-voltage socket or line- voltage lamp holder;OR shall be rated to consume no more than five watts of power as determined by§130(d), and shall not contain a medium screw-base socket. 150 k 6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of 150 k . 150 k 7:All switching devices and controls shall meet the requirements of 150 k 7. §150(k)8:A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50%high efficacy requirement when:all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor,dimmer,energy management system (EMCS), or a multi-scene programmable control system;and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual-on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. Ene 7ro 5.1 by EnergySoft User Number:5550 Run Code:2013-04-22T15:55:33 ID:2013-105 Page 10 of 12 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF-1 R Project Name Date Mattera Addition 412212013 §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms,closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual-on occupant sensor certified to comply with the applicable requirements of§119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual-on occupancy sensor. §150(k)11: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms,garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of§119,or by a manual- on occupant sensor that complies with the applicable requirements of§119. EXCEPTION 2: Lighting in detached storage building less than 1000 s are feet located on a residential site is not required to comply with §150 k 11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact(IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory;and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283;and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)l3:Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units,entrances, balconies, and porches,which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls:a photocontrol not having an override or bypass switch that disables the photocontrol;OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock;OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2:Outdoor luminaires used to comply with Exceptionl to§150(k)l3 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool,water features,or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148;OR not contain a screw-base socket, and consume no more than five watts of power as determined according to 130 d . §150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134, and 146. §150(k)l6: Permanently installed lighting in the enclosed, non-dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. EnergyPro 5.1 by EnergySoft User Number:5550 RunCode:2013-04-22T15:55:33 ID:2013-105 Page 11 of 12 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date Mattera Addition 4/22/2013 System Name Floor Area HVAC System 2,168 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output perSystem 75,000 Total Room Loads 1,680 33,240 1,844 979 46,292 Total Output(Btuh) 75,000 Return Vented Lighting 0 Output(Btuh/s ft) 34.6 Return Air Ducts 1,198 1,697 Cooling System Return Fan 0 0 Output perSystem 46,300 Ventilation 0 0 0 0 0 Total Output(Btuh) 46,300 Supply Fan 0 0 Total Output(Tons) 3.9 Supply Air Ducts 1,198 1,697 Total Output(Btuh/sgft) 21.4 Total Output(s ft/Ton) 561.9 TOTAL SYSTEM LOAD 35,636 1,844 49,685 Air System CFM per System 1,395 HVAC EQUIPMENT SELECTION Airflow(cfm) 1,395 Carrier 58MV880-20 CNP 38HD 4 T 37,678 4,552 75,000 Airflow(cfm/sqft) 0.64 Airflow(cfm/Ton) 361.6 Outside Air(%) 0.0% Total Adjusted System Output 37,678 4,552 75,000 Outside Air(cfm/sqft) 0.00 (Adjusted for Peak Design conditions) Note:values above given at ARI conditions TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM HEATING SYSTEM PSYCHROMETRICS(Airstream Temperatures at Time of Heating Peak) 22 OF 67 OF 67 IF 115 OF Outside Air 0 cfm Supply Fan Heating Coil 114 OF 1,395 cfm ROOM Ell 67 OF 68 OF a COOLING SYSTEM PSYCHROMETICS(Airstream Temperatures at Time of Cooling Peak) 101 /73OF 76/63OF 76/63OF 55/54OF Q) --► Outside Air 0 cfm Supply Fan Cooling Coil 56/55 OF 1,395 cfm 49.6% ROOM 76/63 OF 75/62 OF EnergyPro 5.1 by EnergySoft User Number:5550 RunCode:2013-04-22T15:55:33 ID:2013-105 Page 12 of 12 BUILDING ENERGY ANALYSIS REPORT PROJECT: Mattera Addition 315 N Poe Street Lake, Elsinore, CA 92530 Project Designer: Hawkins Drafting Service 213 N. Scrivener Street Lake Elsinore, CA 92530a (909) 261-4423 2—V i a Report Prepared by: P Y Earl WebbUir� EW-Webb Engineering, Inc 1299 Columbia Ave., E7 Riverside, CA 92507 a. (951) 788-2050 U. UJ CL Job Number: 2013-105 Date: 4/22/2013 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report.This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft,LLC—www.energysoft.com. EnergyPro 5.1 by EnergySoft User Number:5550 RunCode:2013-04-22T15:55:33 ID:2013-105 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF-1 R Certificate of Compliance 3 Form MF-1 R Mandatory Measures Summary 9 HVAC System Heating and Cooling Loads Summary 12 EnergyPro 5.1 by EnergySoft Job Number: ID:2013-105 User Number:5550 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF-1 R Project Name Building Type 0 Single Family ❑ Addition Alone Date Matters Addition ❑ Multi Family 0 Existing+Addition/Alteration 4/22/2013 Project Address California Energy Climate Zone Total Cond.Floor Area Addition #of Stories 315 N Poe Street Lake, Elsinore CA Climate Zone 10 2,168 1,014 2 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes © No HERS Measures -- If Yes, A CF-4R must be provided per Part 2 of 5 of this form. ❑ Yes © No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type Cavity (fe) Features (see Part 2 of 5) Status Floor Wood Framed w/Crawl Space None 1,154 Existing Wall Wood Framed R-13 1,237 Altered Roof Wood Framed Rafter R-30 1,154 Altered Slab Unheated Slab-on-Grade None 507 Perim=97' New Wall Wood Framed R-13 1,469 New Roof Wood Framed Rafter R-30 533 New FENESTRATION U- Exterior Orientation Area(fe) Factor SHGC overhangSidef ins Shades Status Front(E) 50.0 1.190 0.83 none none Bug Screen Existing Left(S) 54.0 1.190 0.83 none none Bug Screen Existing Left(S) 6.0 0.390 0.37 none none Bug Screen New Right(N) 81.0 1.190 0.83 none none Bug Screen Existing Right(N) 148.4 0.390 0.37 none none Bug Screen New Rear(lM 32.0 0.390 0.37 none none Bug Screen New Front(E) 12.3 0.390 0.37 none none Bug Screen New Skylight 16.0 0.550 0.67 none none None New HVAC SYSTEMS Qty. HeatingMin. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 86%AFUE Split Air Conditioner 13.0 SEER Setback Altered HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status HVAC System Ducted Ducted Attic,Ceiling Ins, vented 8.0 New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Small Gas 50 0.58 Kitchen Pipe Ins Altered EnergyPro 5.1 by EnergySoft User Number.5550 RunCode:2013-04-22T15:55:33 ID:2013-105 Page 3 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF-1 R Project Name Building Type ® Single Family ❑ Addition Alone I Date Mattera Addition 1 ❑ Multi Family ® Existing+Addition/Alteration 1412212013 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist.These items require special written justification and documentation,and special verification to be used with the performance approach.The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF-413 form for each of the measures listed below for final to be given. Pae4of12 EnergyPro 5.1 by EnergySoft User Number:5550 RunCode:2013-04-22T15:55:33 ID:2013-105 PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF-1 R Project Name Building Type R Single Family ❑ Addition Alone Date Mattera Addition 1 ❑ Multi Family R Existing+Addition/Alteration 412212013 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/fC- r Space Heating 39.10 23.00 16.10 Space Cooling 57.71 54.97 2.74 Fans 15.22 16.02 -0.80 Domestic Hot Water 18.02 16.31 1.70 Pumps 0.00 0.00 0.00 Totals 130.05 110.30 19.75 Percent Better Than Standard: 15.2% BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (E)90 deg Ext.Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (E) 508 62 Fuel Available at Site: Natural Gas (S) 1,049 60 Raised Floor Area: 1,154 (M 484 32 Slab on Grade Area: 507 (N) 1,049 229 Average Ceiling Height: 9.5 Roof 1,703 16 Fenestration Average U-Factor: 0.78 TOTAL: 400 Average SHGC: 0.59 Fenestration/CFA Ratio: 18.4% REMARKS STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company EW-Webb Engineering,Inc C Earl Webb 412212013 J { Address 1299 Columbia Ave.,E7 Name Cit /State/Zi Riverside, CA 92507 Phone (951) 788-2050 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets,with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company Hawkins Drafting Service Address 213 N.Scrivener Street Name Steve Hawkins 1'ltl- V-" `- City/State/Zip Lake Elsinore,CA 92530 Phone (909)261-4423 Signed License# Date EnergyPro 5.1 by EnerqVSoft User Number:5550 Run Code:2013-04-22T15:55:33 ID:2013-105 Pa e 5 of 12 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF-1 R Project Name Building Type 2 Single Family ❑Addition Alone Date Mattera Addition ❑ Multi Family ❑ Existing+Addition/Alteration 412212013 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor Cavitv Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Floor 1,154 0.097 None 0 180 Existing 4.4.1-A1 Floor Wall 230 0.102 R-13 90 90 Altered 4.3.1-A3(E=4.3.1-A1) Floor 1 Wall 440 0.102 R-13 180 90 Altered 4.3.1 A3(E=4.3.1-A1 Floor 1 Wall 160 0.102 R-13 270 90 Altered 4.3.1-A3(E=4.3.1-A1) Floor 1 Wall 407 0.102 R-13 0 90 qNe4 4.3.1-A3 E=4.3.1-A1) Floor 1 Roof 1,154 0.035 R-30 90 18 4.2.2-A17(E=4.2.1-A2 Floor 1 Wall 120 0.356 None 270 90 4.3.1-A1 Floor 1 Slab 507 0.730 None 0 180 .4.7-A 1 Floor 1 Wall 48 0.102 R-13 90 90 4.3.1-A3 Floor 1 Wall 244 0.102 R-13 180 90 4.3.1-A3 Floor 1 Wall 124 0.102 R-13 270 90 New 4.3.1-A3 Floor 1 Wall 166 0.102 R-13 0 90 New 4.3.1-A3 Floor 1 Wall 168 0.102 R-13 90 90 New 4.3.1-A3 Floor Wall 305 0.102 R-13 180 90 New 4.3.1-A3 Floor Wall 168 0.102 R-13 270 90 New 4.3.1-A3 Floor 2 Wall 247 0.102 R-13 0 90 New 4.3.1-A3 Floor 2 FENESTRATION SURFACE DETAILS ID Type Area U-Factor SHGC Azm Status Glazing Type Location/Comments 1 Window 50.0 1.190 Default 0.83 Default 90 Existing Single Metal Clear Floor 1 2 Window 54.0 1.190 Default 0.83 Default 180 Existing Single Metal Clear Floor 1 3 Window 6.0 0.390 NFRC 0.37 NFRC 180 New Milgard Classic Low-E Vinyl Floor 1 4 Window 81.0 1.190 Default 0.83 Default 0 Existing Single Metal Clear Floor 1 5 Window 12.0 6.390 NFRC 0.37 NFRC 0 New Milgard Classic Low-E Vinyl Floor 1 6 Wi ndow 20.0 0.390 NFRC 0.37 NFRC 270 New Milgard Classic Low E Vinyl Floor 1 7 Window 78.4 0.390 NFRC 0.37 NFRC 0 New Milgard Classic Low-E Vinyl Floor 1 8 Window 12.3 0.390 NFRC 0.37 NFRC 90 New Milgard Classic Low-E Vinyl Floor 2 9 Window 12.0 0.390 NFRC 0.37 NFRC 270 New Milgard Classic Low-E Vinyl Floor 2 10 Window 58.0 0.390 NFRC 0.37 NFRC 0 New Milgard Classic Low-E Vinyl Floor 2 11 Skylight 16.0 0.550 Default 0.67 Default 0 New Double Non Metal Clear Floor 2 (1) U-Factor Type: 116-A=Default Table from Standards,NFRC=Labeled Value (2) SHGC Type: 116-B=Default Table from Standards,NFRC=Labeled Value EXTERIOR SHADING DETAILS Window Overhan Left Fin Ri ht Fin ID Exterior Shade Type SHGC Hat Wd Len Wit LExt RExt Dist Len H t Dist Len H t 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 10 Bug Screen 0.76 11 None 1.00 �-En-eqqyPro 5.1 by EnergyS,ft User Number:5550 Run Code:2013-04-22T15:55:33 ID:2013-105 Page 6 of 12 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF-1 R Project Name Building Type 2 Single Family ❑ Addition Alone Date Mattera Addition ❑ Multi Family 12 Existing+Addition/Alteration 1412212013 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Roof 533 0.035 R-30 0 18 New 4.2.2-A 17 Floor 2 —t-7 ..........I FENESTRATION SURFACE DETAILS ID Tvpe Area U-Factor SHGC2 Azm Status Glazing Type Location/Comments (1) LI-Factor Type: 116-A=Default Table from Standards,NFRC=Labeled Value (2) SHGC Type: 116-B=Default Table from Standards, NFRC=Labeled Value EXTERIOR SHADING DETAILS Window Ove hang Left Fin Ri ht Fin ID Exterior Shade Type SHGC H t Wd Len H t LExt RExt Dist Len H t Dist Len H t EnergyPro5.1byEnergySoft User Number.5550 Run Code:2013-04-22T15:55:33 ID:2013-105 Page 7 of 12 CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF-1 R Project Name Building Type 2 Single Family ❑Addition Alone Date Mattera Addition ❑ Multi Family 10 Existing+Addition/Alteration 1412212013 BUILDING ZONE INFORMATION Floor Area ft System Name Zone Name New Existing Altered I Removed Volume Year Built HVAC System Existing 1,1541 11,540 1924 Addition 507 4,056 Addition 507 5,0701 Totals 1,014 0 1,154 0 HVAC SYSTEMS System Name Qt . Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status HVAC System 1 Central Furnace 86%AFUE Split Air Conditioner 13.0 SEER Setback Altered pre-altered for above Central Furnace 80%AFUE Split Air Conditioner 9.0 SEER Setback HVAC DISTRIBUTION Duct Ducts System Name Heating Cooling Duct Location R-Value Tested? Status HVAC System Ducted Ducted Attic, Ceiling Ins, vented 8.0 ❑ New pre-altered for above Ducted Ducted Attic, Ceiling Ins, vented 8.0 ❑ WATER HEATING SYSTEMS Ext. Rated Tank Energy Standby Tank Input Cap. Factor Loss or Insul. R- S stem Name Qty. Type Distribution Btuh al or RE Pilot Value Status Standard Gas 50 gal or Le 1 Small Gas Kitchen Pipe Ins 40,000 50 0.58 n/a n/a Altered Default Gas Prior to 1999 1 Small Gas pre-altered for Above 28,0001 50 0.53 n/a n/a MULTI-FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Hot Water Piping Length ft o n Pipe Pipe Insul. Control Qty.FHP Plenum Outside Buried ¢ System Name Length Diameter Thick. EnergyPro 5.1 by EnergySoft User Number:5550 Run Code:2013-04-22T15:55:33 ID:2013-105 Page 8 of 12 MANDATORY MEASURES SUMMARY: Residential (Page 1 of 3 MF-1 R Date Project Name L7 4/22/2013 Mattera Addition NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF-1 R,CF-1 R-ADD,or CF- I R-ALT Form)shall supersede the items marked with an asterisk(*) below.This Mandatory Measures Summary shall be incorporated into the permit documents,and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary.Submit all applicable sections of the MF-1 R Form with plans. Building Envelope Measures: 116 a 1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field-fabricated windows) have a label listing the certified U-Factor,certified Solar HeagGain Coefficient SHGC , and infiltration that meets the requirements of 10-111(a). 117: Exterior doors and windows are weather-stripped;all joints and penetrations are caulked and sealed. 118 a : Insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF-6R Form. §118(i):The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of§118(i)when the installation of a Cool Roof is specified on the CF-1 R Form. *§150(a): Minimum R-19 insulation in wood-frame ceiling or equivalent U-factor. 150 b : Loose fill insulation shall conform with manufacturer's installed design labeled R-Value. *§150(c): Minimum R-13 insulation in wood-frame wall or equivalent U-factor. *§150(d):Minimum R-13 insulation in raised wood-frame floor or equivalent U-factor. 150 f :Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95 2000 when specified on the CF-1 R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(I):Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%;water vapor permeance rate is no greater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150 e 1 A: Masonry or factory-built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)1 B: Masonry or factory-built fireplaces have a combustion outside air intake,which is at least six square inches in area and is equipped with a with a readily accessible, operable,and tight-fitting damper and or a combustion-air control device. §150(e)2:Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket,when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning,Water Heating and Plumbing System Measures: §110-§113:HVAC equipment,water heaters,showerheads,faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5:Water heating recirculation loops serving multiple dwelling units and High-Rise residential occupancies meet the air release valve, backflow prevention,pump isolation valve, and recirculation loop connection requirements of§113(c)5. §115:Continuously burning pilot lights are prohibited for natural gas:fan-type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt),and pool and spa heaters. 150 h : Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. 150 i : Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §150(j)1 A:Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §150(j)1 B: Unfired storage tanks,such as storage tanks or backup tanks for solar water-heating system,or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank. §150(j)2: First 5 feet of hot and cold water pipes closest to water heater tank, non-recirculating systems,and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. §150(j)2:Cooling system piping (suction,chilled water,or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §150(j)2: Pipe insulation for steam hydronic heating systems or hot water systems>15 psi, meets the requirements of Standards Table 123-A. 150 ' 3A: Insulation is protected from damage, including that due to sunlight, moisture,equipment maintenance, and wind. §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 150 ' 4: Solar water-heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. EnergyPro 5.1 by EnergySoft User Number:5550 RunCode:2013-04-22T15:55:33 ID:2013-105 Page 9 of 12 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF-1 R Project Name Date Mattera Addition 412212013 §150(m)1:All air-distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601,602,603,604, 605 and Standard 6-5;supply-air and return-air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space.Openings shall be sealed with mastic,tape or other duct-closure system that meets the applicable requirements of UL 181, UL 181 A,or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch,the combination of mastic and either mesh or tape shall be used §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal,duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D:Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. 150 m 7: Exhaust fans stems have back draft or automatic dampers. §150(m)8:Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance,and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 150 m 10: Flexible ducts cannot have porous inner cores. §150(o):All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings.Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a):Any pool or spa heating system shall be certified to have:a thermal efficiency that complies with the Appliance Efficiency Regulations;an on-off switch mounted outside of the heater;a permanent weatherproof plate or card with operating instructions;and shall not use electric resistance heating or a pilot light. §114(b)1:Any pool or spa heating equipment shall be installed with at least 36"of pipe between filter and heater, or dedicated suction and return lines,or built-up connections for future solar heating. 114 b 2:Outdoor pools ors as that have a heat ump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. §150 p : Residential pool systems orequipment meet the pump sizing,flow rate,piping,filters, and valve requirements of 150 Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by§150(k)2. 150 k 3:The wattage of permanently installed luminaires shall be determined asspecified by§130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line-voltage socket or line- voltage lamp holder;OR shall be rated to consume no more than five watts of power as determined by§130(d), and shall not contain a medium screw-base socket. 150 k 6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of 150 k . 150 k 7:All switching devices and controls shall meet the requirements of 150 k 7. §150(k)8:A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50%high efficacy requirement when:all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor,dimmer,energy management system (EMCS), or a multi-scene programmable control system;and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual-on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. Ene 7ro 5.1 by EnergySoft User Number:5550 Run Code:2013-04-22T15:55:33 ID:2013-105 Page 10 of 12 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF-1 R Project Name Date Mattera Addition 412212013 §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms,closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual-on occupant sensor certified to comply with the applicable requirements of§119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual-on occupancy sensor. §150(k)11: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms,garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of§119,or by a manual- on occupant sensor that complies with the applicable requirements of§119. EXCEPTION 2: Lighting in detached storage building less than 1000 s are feet located on a residential site is not required to comply with §150 k 11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact(IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory;and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283;and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)l3:Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units,entrances, balconies, and porches,which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls:a photocontrol not having an override or bypass switch that disables the photocontrol;OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock;OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2:Outdoor luminaires used to comply with Exceptionl to§150(k)l3 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool,water features,or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148;OR not contain a screw-base socket, and consume no more than five watts of power as determined according to 130 d . §150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134, and 146. §150(k)l6: Permanently installed lighting in the enclosed, non-dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. EnergyPro 5.1 by EnergySoft User Number:5550 RunCode:2013-04-22T15:55:33 ID:2013-105 Page 11 of 12 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date Mattera Addition 4/22/2013 System Name Floor Area HVAC System 2,168 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output perSystem 75,000 Total Room Loads 1,680 33,240 1,844 979 46,292 Total Output(Btuh) 75,000 Return Vented Lighting 0 Output(Btuh/s ft) 34.6 Return Air Ducts 1,198 1,697 Cooling System Return Fan 0 0 Output perSystem 46,300 Ventilation 0 0 0 0 0 Total Output(Btuh) 46,300 Supply Fan 0 0 Total Output(Tons) 3.9 Supply Air Ducts 1,198 1,697 Total Output(Btuh/sgft) 21.4 Total Output(s ft/Ton) 561.9 TOTAL SYSTEM LOAD 35,636 1,844 49,685 Air System CFM per System 1,395 HVAC EQUIPMENT SELECTION Airflow(cfm) 1,395 Carrier 58MV880-20 CNP 38HD 4 T 37,678 4,552 75,000 Airflow(cfm/sqft) 0.64 Airflow(cfm/Ton) 361.6 Outside Air(%) 0.0% Total Adjusted System Output 37,678 4,552 75,000 Outside Air(cfm/sqft) 0.00 (Adjusted for Peak Design conditions) Note:values above given at ARI conditions TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM HEATING SYSTEM PSYCHROMETRICS(Airstream Temperatures at Time of Heating Peak) 22 OF 67 OF 67 IF 115 OF Outside Air 0 cfm Supply Fan Heating Coil 114 OF 1,395 cfm ROOM Ell 67 OF 68 OF a COOLING SYSTEM PSYCHROMETICS(Airstream Temperatures at Time of Cooling Peak) 101 /73OF 76/63OF 76/63OF 55/54OF Q) --► Outside Air 0 cfm Supply Fan Cooling Coil 56/55 OF 1,395 cfm 49.6% ROOM 76/63 OF 75/62 OF EnergyPro 5.1 by EnergySoft User Number:5550 RunCode:2013-04-22T15:55:33 ID:2013-105 Page 12 of 12