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14090024CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 20378 CLAY ST CONTRACTOR: WHITEHORSE BUILDERS PERMIT NO: 14090024 OWNER'S NAME: MARTIN WON & LIANA CRABTREE PO BOX 2631 DATE ISSUED: 09/04/2014 OWNER'S PHONE: 4084992236 SARATOGA, CA 95070 PHONE NO: (650) 208-2744 ❑ LICENSED CONTRACTOR'S DECLARATION JOB DESCRIPTION: RESIDENTIAL COMMERCIAL ❑ '7 �!, © / REMOVE AND REPLACE SIDING (400 SQ FT) REMOVE License Class 1� Lie. #7 T Ao AND Wh��s2y �I REPLACE (2) WINDOWS; INSTALL INSULATION AND Contractor �J Date NEW I hereby affirm that I am licensed under the provisions of Jhapte, 9 SHEETROCK IN A COUPLE OF ROOMS (commencing with Section 7000) of Division 3 of the Business & Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self-insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Sq. Ft Floor Area: Valuation: $40000 I have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this APN Number: 36938027 00 Occupancy Type: permit is issued. APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is PERMITEXP .I�tIS NOT STARTED correct. I agree to comply with all city and county ordinances and state laws relating WITHIN 80 DAYS OF PE IT ISSUANCE OR to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save 180 DAYS O T CALLED INSPE TION. indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the Issued by: Date: granting of this permit. Additionally, the applicant understands and will comply with all non-point source regulations per the Cupertino Municipal Code, Section 9 18. RE-ROOFS: Signature Date 61 All roofs shall be inspected prior to any roofing material being installed. If a roof is installed without first obtaining an inspection, I agree to remove all new materials for inspection. ❑ OWNER-BUILDER DECLARATION Signature of Applicant: Date I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec.7044, Business & Professions Code) I, as owner of the property, am exclusively contracting with licensed contractors to HAZARDOUS MATERIALS DISCLOSURE construct the project (Sec.7044, Business & Professions Code). I have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. I will I hereby affirm under penalty of perjury one of the following three maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the declarations: Health & Safety Code, Section 25532(a) should I store or handle hazardous I have and will maintain a Certificate of Consent to self-insure for Worker's material. Additionally, should I use equipment or devices which emit hazardous Compensation, as provided for by Section 3700 of the Labor Code, for the air contaminants as defined by the Bay Area Air Quality Management District I performance of the work for which this permit is issued. will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and I have and will maintain Worker's Compensation Insurance, as provided for by the Health & Safety Code, Sections 25505, 25533, and 2553 Section 3700 of the Labor Code, for the performance of the work for which this Owner or authorized agent: Date: 1 �l permit is issued. I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Worker's CONSTRUCTION LENDING AGENCY Compensation laws of California. If, after making this certificate of exemption, I become subject to the Worker's Compensation provisions of the Labor Code, I must I hereby affirm that there is a construction lending agency for the performance of forthwith comply with such provisions or this permit shall be deemed revoked. work's for which this permit is issued (Sec. 3097, Civ C ) Lender's Name APPLICANT CERTIFICATION Lender's Address I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save ARCHITECT'S DECLARATION indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the I understand my plans shall be used as public records. granting of this permit. Additionally, the applicant understands and will comply with all non-point source regulations per the Cupertino Municipal Code, Section Licensed Professional 9 18. Signature Date ---- - CONSTRUCTION PERMIT APPLICATION '� ' COMMUNITY DEVELOPMENT. DEPARTMENT • BUILDING DIVISION �J 10300 TORRE AVENUE - CUPERTINO, CA 95014-3255 imbm (408) 777-3228 • FAX (408) 777-3333 - buildino(d-�cuDertino.ora CUPERTINO r -1....... I-7 AnmmnV n eI77PAt n RFViRION/DEFERRED ORIGIN� l -PERMIT_ I APN R :,5, G� �(7 PROI-r.CT ADDRESS �g o3 ? T / ` o C LJi/JQ AIL OWNER NP ME D� I PHONE 0 ` �j� 2 /} E -W \ _ V G IJC� X STR E7 ADDRESS�� �J "7� /' lav� i I CITY. STATE, ZIP j FAX ST r `�C` E•A4PIL CONTACT NAME 0� STREET ADDRESS Z� 3 C(e� I CITY, STATE, ZIP �4 Qh� M`.b ��, ��% F.AX ,\ VI� ❑ O-ArlIR ❑ Oq�it-BL•IIAER ❑ OVINE i AGEN-l' CONTRACTOR 13CONTRACTOR AGEN`7 ARCHITECT 137 N(GL"`EER ❑ D-- - OPER ❑ T'�>\P?.T CON`7Ri ACTOR NAA4E5 ��� n I LICENSE NUABER •y/•q©"7 % I LICENSE TYPE q '�P\\ BUS. LIC COMPANYN.AI`4E i /�\ WS EMAIL -y! �lu�lloilie STREET ADDRESS j �' l� CITY, STATE, ZIP�Q r�� I PHONE�� -��y ^Z?� AI � I LICENSE MASER O EER NAME /I, O � RCHITECT�GIN(� I BUS. L1C n COMPANY NAME c M44Ca E-h4AIL FAX STREET ADDRESS' W ` Ave,Vt, CITY, STATE, ZIP5',n iV�� IeJ / Cq V PHONE D l DESCRIPTION OF WORK �,rno S � �1 �Q lkSu a.n 5 CCS +° w slick /a ow 1�t �e w J600e da)t�s (jiOe I .,t�.�r� � AeVV DIAD. EXISTINGLIS E I PROPOSED USE I CONS TYPE I ';STORIES USE TYPE OCC. I SQ.FT. VP.LUATIOI\T(S) EXIS70 AREA NEW PLOOR AREA DEMO AREA TOTAL NET AREA i BATHROOM REMODEL AREA KITCHEN I REMODEL AREA OTHER REMODEL AREA PORCHAREA I DECK AREA TOTALDECK/PORCHAREA I GARAGEP.REA: ❑DETAACH I m DV.'ELLING tTN7T5: IS A SECOND UNIT ❑YES BEING ADDED? ANO SECOND STORY [I YES ADDITION? []NO -PRE-A-PPL-IEA: ION -9 YES—r� rS P1t01IDE COPY OF PLA2101INIGAPPL: ❑NO PLAN'NFLNGAPPROVAL LETTER SS E BLDG A� I l YES I EICHLERHOME? ElNO- 1� -z-N- By my signature below, I certify to each of the following: I am the property owner or authorized agent to act on property O,A,Ier behalf. I <v��'Rnpurposes. ead this application and the information I have provided is correct. I have read the Description of Work and verify it is � mply all i ocal ordinances and state lavas relating to building_ construction. 1 authors presentatives of Cupertino to enter the above -identified r ins Signature of Applicant/Agent: Date: 1 REQUIRED SUPPLEMENT�tIECi{TPE,s�ROG LTPR .:', z: ,4L I1�rF'OFZIa4ATI01�N' MON New SFD or Multifamily dwellings: Apply for demolition permit for e «RcouhTER As TZITJ�_ _BLIIDII�GPl'�REi existing building(s). Demolition permit is required prior to issuance of building �- permit for new building. ®EON Commercial BIdgs: Provide a completed Hazardous Materials Disclosure �� r suBlTc ai'o1u.s� fo_rm if any Hazardous Materials are being used as part of this project. MApg Copy of Planning Approval Letter or Meeting with Planning prior to � - _ submittal of Building Permit application. 1T s BE, - EA`3'IROT"ASENT:A3,gEeY3,'TA�a€rt. U.. -�`• rr.T ... .x BIdgaApp_2011.doc revised 06/21/11 CITY OF CUPERTINO rr, IVcrrT1%a A rr"D 112TT11 'n1T%T "_ DIVIQION NOTE: This estimate does not include,jees due to other Departments y.e. rian»lug, ruuuc rru—, i v�•��.�•y •. - •�-• -•____ _ _ _ .. I .< _.. _e,_cr_ ___a --- ....6. ,... !'.,.,t....f ti,o Pont Mr ndd»'I in n_ ,uistrtct, etc.. mese ees are aaseu un tree pruunursu,- FEE ITEMS (Fee Resolution 11-053 E f.' 7/1/13) FEE DATE: 08/04/2014 REVIEWED BY: Sean ILIADDRESS: APN: BP#: "VALUATION: 1$40,000 *PERMIT TYPE: Building Permit ' f PLAN CHECK TYPE: Alteration / Repair PRIMARY SFD or Duplex PENTAMATION 1 GENRES PERMIT TYPE: USE: PlumbfST El $0.00 WORK Remove and replace siding 400 sq ft); remove and replace 2 windows, install insulation and new SCOPE sheetrock in a couple rooms. $0.00 NOTE: This estimate does not include,jees due to other Departments y.e. rian»lug, ruuuc rru—, i v�•��.�•y •. - •�-• -•____ _ _ _ .. I .< _.. _e,_cr_ ___a --- ....6. ,... !'.,.,t....f ti,o Pont Mr ndd»'I in n_ ,uistrtct, etc.. mese ees are aaseu un tree pruunursu,- FEE ITEMS (Fee Resolution 11-053 E f.' 7/1/13) FEE p s,: { MISC ITEMS beck Plan Check Fee: Thur; h. Pion CFie:c'k EiEl s.f. $431.00 ' f 1GF: �Pt riiPe,',olher 7 $0.00 PlumbfST El $0.00 2 # $431.00 Window / Sliding Glass Door I WINREP Replacement Permit Fee: Hourly Only? O Yes Q No NOTE: This estimate does not include,jees due to other Departments y.e. rian»lug, ruuuc rru—, i v�•��.�•y •. - •�-• -•____ _ _ _ .. I .< _.. _e,_cr_ ___a --- ....6. ,... !'.,.,t....f ti,o Pont Mr ndd»'I in n_ ,uistrtct, etc.. mese ees are aaseu un tree pruunursu,- FEE ITEMS (Fee Resolution 11-053 E f.' 7/1/13) FEE QTY/FEE MISC ITEMS Plan Check Fee: $0.00 EiEl s.f. $431.00 Siding 1SIDEOTHER All Other Suppl. PC Fee: Reg. O OT 0.0 1 hrs $0.00 PME Plan Check: $0.00 2 # $431.00 Window / Sliding Glass Door I WINREP Replacement Permit Fee: Hourly Only? O Yes Q No $0.00 Suppl. Insp. Feer Reg. OOT 0.0 1 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 E.oi2,5`C7`?lcfrf)IZ 7i7.;: Work Without Permit? O Yes (E) No $0.00 Advanced Planning Fee:$0.00 hours $143.00 Inspections ISTINSP Inspection, Hourly O) 11a, t1 arc°r.lrr<sta!�xrlrtrr e>e Strom Motion Fee: IBSEISMICR $5.20 Select an Administrative Item Bldg Stds Commission Fee: IBCBSC $2.00 ,�11< e �S $7.20 $1,005.00 TOTAL FEE: 1 $ ,012.20 PCCVIJCU. Ulf ivrcv iV WHITEHORSE BUILDERS August 17, 2015 To the City of Cupertino Building Department: P.O. Box 2631 Saratoga, CA 95070 Phone: (650) 208-2744 Fax: (408)973-8495 Email: Tim.Facciolla@Whitehorse- builders.com Contractor Lic. #764076 This is in regards to permit #14090024 for address 20378 Clay St. Cupertino. The permit will expire on 8/18/15. I am asking for an extension on the permit. The reason there has not been a final inspection is because the owners had ordered new exterior lights to replace the old existing lights. The owners are still waiting for the new lights to be delivered. They are expecting the lights by the end of August. The final inspection should be in the first or second week of September of 2015. Thank you, Tim Facciolla Whitehorse Builders 650-208-2744 Tim. Facciol la@Whitehorse-Builders.com N 4x4 KING PLYWOOD 4x KING STUD w/ PLYWD E.N. 2xBLKG CS14 CONT STRAP w/ 10d NAILS Q 2" O.C. E 10 SOLID HDR — EPLA /. L 2x TRIM STUDS WINDOW SIZE PER PLAN HOLDOWN \FLR JTS SEE PLAN FOR TYPE M CONT STRAP w/ NAILS 2 2" O.C. 2x BLKG SHEAR WALL WITH OPENING DETAIL 1 A EX'TG FDN SHOWN DASHED HD POST SILL LID BL'KG 04 D va) o f a.q I14S T Stu- 1,+(D jitiatoxf Ser -XP 12.54' ENtaD CN4 h.b. C-Wr-46 .14 4 mz4.JUERS 'j SILL PLATE REDHEADS aB 12' O/C ( 2' MAX NAILING 16d 2 e" O.C. EX'TG STUDWALL II BEYOND E.N. COMMUNITY DEVELOPMENT DEPXR-r IE*? BUILDING DIVISION - CUPERTINO APPROVED a • . a A.B. 4' TVs set of plana and specifications MUST be kept at the • 4 job sate during construction. It is unlawful to make any 44 DOWELS a changes or alterations on same, or to deviate EX'TG FDN a • • IB' O/c therefrom, without approval from the Building Official. Q• C 04 TOP & Ae Stamping of this plan and specifications SHALL NOT be held to pe mit or to be an approval of the violation EPDXY SET-XPlt w ICC ESR -2506 a7 p noof any City Ordinance or State Law. EMBED 6' MIN R 24' a/c iI NEW BAY WINDOW FOUNDATION DETAIL PERMIT NO. 4 SH FAR WALL SCHEDULE SHEAR WALL CONNECTION SHEAR TRANSFER SILL PLATE CONNECTIONS SHEAR WALL NOTE#11 00 M o'o CAPACITY W , MARK MATERIAL PLYWOOD NAILING NAILING OR CLIPS (T.N.) NAILING (S•N.) ANCHOR BOLTS (A.B.'S) REMARKS A 3/8" COX PLYWfD 8d AT Cox. E.N. 16d AT 6"o.c. OR A35 ® 18" o c. OR 16d AT 8"o.c. 5/8" A.B. AT 4'-0"o. c. 260 8d AT 12"o.c. F.N. LTP4 AT 18" ox z B 3/8" CDX PLYWD Sd AT 5"o. c. E.N. AT 4"o. c. OR A3 A35 0 iZ" o.c. OR 16d AT 6"o.c. 5/8" "' A.8• AT 3'—Cox. 350 F„a 1�-1 Sd AT 12"o.c. F.N. LTP4 AT 12" o.c �o 13' KITCHEN STORAGE GARAGE PARTIAL FLOOR PLAN BAY WINDOW ADDITION I I I IQ I I I i i t I I I I I I� I I I 1 I 1 I I { I REVISION NOTES RSVI. RBY2. RSV3. U a _ z aN CUPER INO 'FC�i i f"� wilding I rtment Gin,a„ W W = REVIEWED CA DE COMI IANOE C05e502 bXV• Eziivu mHA coNOULTING II36llQF.F1A s+ xaG'—wartaenwo MCPs BVANG• n. C8 i28-201 4"=1' REV. 0 Q Z QA, 4U 00 M o'o W , a a ;Z, z c�. p y F„a 1�-1 w0-4 HZCnU AQO O A Cn 1-4 &n PQ E 0= o0ao d �;) CqU W C05e502 bXV• Eziivu mHA coNOULTING II36llQF.F1A s+ xaG'—wartaenwo MCPs BVANG• n. C8 i28-201 4"=1' REV. 0 MHA Consulting Engineers Inc 1623 Wright Ave Clay S Sunnyvale Ca 94087 ate: 8 Clay St 408-735-1524 Date: 8/29/2014 1 SHEARWALL CALCULATIONS FOR WINDOW OPENING IN SHEARWALL AT 20378 CLAY ST CUPERTINO, CALIFORNIA WON RESIDENCE by MHA CONSULTING ENGI NC CUPERTINO Building Depat-hent REVIEWED FOR CODE COMPUANCI Reviewed By: �oQgpFESS10Nq�� HUl,(i' tiC2� CCS A *� exp-PL41�j *' OF CAL 1 of 2 MHA Consulting Engineers Inc 1623 Wright Ave Page:2 Sunnyvale Ca 94087 20378 Clay St 408-735-1524 Date: 8/29/2014 2 8/29/2014 11:29 AM lb PSf— ft2 Clay Tiles 10.0 Roof Framing 2.5 1/2" Plywood 1.5 Ceiling & Bd 3.5 Total 17.5 Roof DL adjust for slope 18 LL 20 Adjust for slope 38 psf DL+LL RF := 38-psf Lateral Load Analysis using CBC 2013 Seismic Design Factors USGS output Ss := 1.956 SI := 0.717 Fa := 1.0 Fv := 1.5 Site Class D R= 6.5 bearing wall shear panels, I = 1.0 Residence R := 6.5 Sds :_ -Fa-Ss Sds = 1.3 3 2 Shc :_—.Fv-SI Shc = 0.72 3 Cs := Sds Cs = 0.2 ASCE 12.8-2 Use redundancy p := 1.3 R but not less than Csl := 0.5- Shc Csl = 0.06 Does not control R Cs = 0.2 Seismic Loads RDL := 18-psf Roof Dead Load Exterior walls use 15 psf inc clg bd Plate 9 ft Ar := 408-ft2 Affected Area Only 8/29/2014 11:29 AM MHA Consulting Engineers Inc 1623 Wright Ave Page:3 Sunnyvale Ca 94087 20378 Clay St 408-735-1524 Date: 8/29/2014 3 ext wood walls Int walls Wr := RDL-Ar + (I 5 -2) -ft. 15-psf-4-ft + 8 •ft-40•ft-8•psf 2 W:= Wr W = 10424 lb Base Shear ASD Vbase:= Cs-p•W-0.7 Vbase= 1903 lb Bay Window Opening in Existing Wall 408 2 Tributary area Atrib :_ — ft 2 bo := 6.11 b:= 13.0.11 ho ho = 0.63 bfh := b - bo h From Table Co := 0.69 Vbase yr:_ Ar Wr = 10424 lb lb yr = 4.66 — ft2 Vwall := Atrib-vr Vwall = 951.5 lb h:= 8 -ft ho := 5 -ft bfh = 7 ft bbh = 0.54 b V:= Vwall v = 197 Ib ft 1 Use Type A wall 260 Ib/ft bfh-Co Typical Shear Walls NDS 2012- ASD values 4.2.3 Table 4.3A wood framed shearwalls Type A Wall 3/8" Ply CDX Sheathing Nails 8d @ 6" o.c. edges and 8d @ 12" o.c. field. ASD shear load 350 Ib/ft Sall := 260• Ib 16d single shear value 1-1/2 " Side 160% ft Ns := 184.16 Sill Plate Nails using 16d to 2x Joist or blocking Nail Spacing S:= Ns s = 8.49 in Use 16d @ 8" O/C Sall Simpson A35 Framing Clips SC := 450.1b s:= 450 -lb s = 1.73 ft Use A35 @ 18" O/C Sall 2xPT Sill Plate with 5/8" anchor bolts s:= 870.1.6- lb Sall s = 5.35 ft Use 4 ft O/C M/Y4 consulting Engineers, Inc. PROECT bib = b -bo 3• 1623 Wright Avenue Sunnyvale Ca 94087 Page Ph# : 408-735-1524 Fax: 408-733-1548 naTF DOOR Figure 10.8b Wall and opening dimensions. b,,,/b Alo 1/3 1/2 2/3 5/6 1.0 - ----- _-_ _ -- --- - --"-- 0.0 1.00 0.67 0.50 0.40 0.33 - ----------- 0.1 1.00 0.69 0.53 0.43 - 0.36 0.2 1.00 0.71 0.56 0.45 0.38 -- -`--- -----`-- 0.3 -' - - --- --- Af� =t 0.4 1.00 0.74 0.59 1.00 0.77 0.49 0.53 0.42 0.45- j� .,0.c5� 1.00 0.80 0.57 0.50 0.6 1.00 0.83 0.71 0.63 0.56 -- ---. -------_-- __.___ 0.7 1.00 0.87 0.69 0.63 -_-- 0.8 1.00 0.91 0.83 0.77 0.71 ------------ 0.9 1.00 0.95 0.91 0.87 0.83 ---- -- -------_ - - -- - --- 1.0 1.00 1.00 1.00 1.00 1.00 Rgu!v 10.8c Tabulated opening adjustment factor C. as a function of the ratio of- - - - ----- - opening height to the total wall height h„/h, •and the ratio of wall length with full -heights__ - _ to the total wall length. br,lb. Use linear interpolation hPtwrwn tah„ta+cA -I' oma -- 4 MHA Consulting Engineers Inc 1623 Wright Ave Page:4 Sunnyvale Ca 94087 20378 Clay St 408-735-1524 Date: 8/29/2014 Mot := Vwall•8•ft Mot = 7.61 x 103lbft L:= 13 -ft 1 2 Mr:_ (,,.ft.18.psf + 8 ft 15-psf l• 2 Mr = 1.77 x 104lbft Dead load only T:= [ Mot — Mr. (0.6 — 0.14•Sds)] T = 16 lb Usg HDI -12 3075 Ib (1.6 Cd ) L — 0.2 -ft ACI 318 -11 Appx D 5/8" F1554 Gr 36 HD rod Set -XP embed 12.5' t-�l►u1.z•�c■ Anchor DesignerTM Software „ Version 2.0.5154.50 t.Proiect information Customer company: Customer contact name: Customer e-mail: Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-11 Units: Imperial units Anchor Information: Anchor type: Bonded anchor Material: F1554 Grade 36 Diameter (inch): 0.625 Effective Embedment depth, her (inch): 12.500 Code report: ICC -ES ESR -2508 Anchor category: - Anchor ductility: Yes hmm (inch): 15.63 ca. (inch): 33.00 Cmm (Inch): 1.75 Smin (inch): 3.00 Load and Geometry Load factor source: ACI 318 Appendix C Load combination: not set Seismic design: Yes Anchors subjected to sustained tension: No Ductility section for tension: D.3.3.4.2 not applicable Ductility section for shear: D.3.3.5:2 not applicable Do factor: not set Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: Yes <Figure 1> Company: Date: 8/29/2014 Engineer: Page: 1/4 Project: Address: Phone: E-mail: Project description: 20378 Clay St Cupewrtino Ca Location: SET XP MAX LOAD Fastening description: Base Material Concrete: Normal -weight Concrete thickness, h (inch): 18.00 State: Cracked Compressive strength, f� (psi): 2500 4),V: 1.0 Reinforcement condition: A tension, A shear Supplemental reinforcement: Not applicable Do not evaluate concrete breakout in tension: No Do not evaluate concrete breakout in shear: No Hole condition: Dry concrete Inspection: Periodic Temperature range: 1 Ignore 6do requirement: Not applicable Build-up grout pad: No Base Plate Z 1000 Ib 0 Ib u Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. rc, t i ;; 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com M'v11; 1-9Jj Anchor Designer TM f Software j Version 2.0.5154.50 0 <Figure 2> Company: Date: 8/29/2014 Engineer: Page: 2/4 Project: Address: Phone: E-mail: Recommended Anchor Anchor Name: SET -XP® - SET -XP w/ 5/8"0 F1554 Gr. 36 Code Report Listing: ICC -ES ESR -2508 D Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. ca -y ;; 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com I� IPt11+7.1►■ Anchor DesignerT"" Software �. Version 2.0.5154.50 Company: Date: 8/29/2014 Engineer: Page: 3/4 Project: Address: Phone: E-mail: 3. Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nua (lb) Vuax (lb) Vuay (lb) J(Vuax)4(Vuay)' (Ib) 1 1000.0 0.0 0.0 0.0 Sum 1000.0 0.0 0.0 0.0 Maximum concrete compression strain (%e): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (lb): 1000 Resultant compression force (lb): 0 Eccentricity of resultant tension forces in x-axis, e'NX (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 4. Steel Strength of Anchor in Tension(Sec. D.5.11 Nsa (lb) 0 ON.. (lb) 13110 0.80 10488 S. Concrete Breakout Strength of Anchor in Tension (Sec. D.5.2) Nb = kc.ialifchett .e (Eq. D-6) kc as Fc (psi) het (in) Nb (Ib) 17.0 1.00 2500 5.333 10469 0.750% = 0.750 (ANCI ANco) Ped,NVc.NPcp,NNb (Sec. D.4.1 & Eq. D-3) ANc (in Z) AN. (int PedN P,N Pcp,N Nb (lb) 0 0.750Ncb (lb) 96.00 256.00 0.766 1.00 1.000 10469 0.85 1916 6. Adhesive Strength of Anchor in Tension (Sec. 5.5) A.cr = rk,crfshort-t-KsataN.seis tk,cr (psi) fshort-term Ksat CYN -m rk,cr (psi) 855 1.00 1.00 1.00 855 Nba = Ila I-cr)rdahef (Eq. D-22) .� a Zcr (psi) da (in) hef (in) Nb. (lb) 1.00 855 0.63 12.500 20985 0.750Na = 0.750 (ANaI ANao) Ted,Na VJcpNaNba (Sec. D.4.1 & Eq. D-18) ANa (in') ANao (int) 'Ped,Na 1FpNa Nao (lb) of 0.750Na (lb) 99.50 294.74 0.761 1.000 20985 0.65 2629 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com t a 1' -7i►vi�.�•�c■ Anchor Designer TM Software Version 2.0.5154.50 Company: Date: 8/29/2014 Engineer: Page: 4/4 Project: Address: Phone: E-mail: 11. Interaction of Tensile and Shear Forces (Sec. D.7) Tension Factored Load, Nua (lb) Design Strength, oNn (lb) Ratio Status Steel 1000 10488 0.10 Pass Concrete breakout 1000 1916 0.52 Pass (Governs) Adhesive 1000 2629 0.38 Pass SET -XP w/ 5/8"0 F1554 Gr. 36 with hef = 12.500 inch meets the selected design criteria. 12. Warnings - Concrete compressive strength used in concrete breakout strength in tension, adhesive strength in tension and concrete pryout strength in shear for SET -XP adhesive anchor is limit to 2,500 psi per ICC -ES ESR -2508 Section 5.3. - Minimum spacing and edge distance requirement of 6da per ACI 318 Sections D.8.1 and D.8.2 for torqued cast -in-place anchor is waived per designer option. - Per designer input, the tensile component of the strength -level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor tensile force associated with the same load combination. Therefore the ductility requirements of D.3.3.4.3 for tension need not be satisfied — designer to verify. - Per designer input, the shear component of the strength -level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor shear force associated with the same load combination. Therefore the ductility requirements of D.3.3.5.3 for shear need not be satisfied — designer to verify. - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. y €.;; 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 40 KING STUD PLYWOOD EDGE NAILING 4x KING STUD w/ PLYWD E.N. 2xBLKG CS14 CONT STRAP w/ 10d NAILS 2 2" D.C. SOLID HDR EE 2x TRIM STUDS` WINDOW SIZE PER PLAN CONT STRAP w/ NAILS 8 2" O.C. 2x BLKG A EX'TG FDN SHOWN DASHED HD POST ------- SILL \HULDOWN \F•LR JTS \SOLID BL'KG EE PLAN FOR TYPE �CF%t%Q� L ?°q t NSA Rc.L, t•�� S SHEAR WALL WITH OPENING DETAIL 1 KP {Z• S + �•� Gir 36 2x4 PT SLEEPERS '( SILL PLATE REDHEADS S2 I2' O/C 2` MAX NAILING IdilI 16d 2 8" O.C. EX'TG ST DWALL BEYOND li T E.N. II ,d -T A.l. 4' 0/C JJ a '4 a 44 MWELS 2 EX'TG FDN a • • 18' O/C '� • 04 TDP & EIIT c EPDXY SET -XP ICC ESR -2508 EEMBED 6' MIN t 24' NEW BAY WINDOW FOUNDATION DETAIL 2 SHEAR WALE_._. SCHEDUL SHEAR WALL CONNECTION SHEAR TRANSFER SILL PLATE CONNECTIONS SHEAR WALL NOTE#11 CAPACITY (#/,) MARK MATERIAL PLYWOOD NAILING NAILING OR CLIPS (T.N.) NAILING (S.N.) ANCHOR BOLTS (A.B.'S) REMARKS A 3/8" CDX PLYWD 8d AT 6"o.c. E.N. 16d AT 6"o.c. OR A35 0 18" ox. OR 16d AT 8"o.c. 5/8" A.B. AT 4'—Q"ac. 260 8d AT 12"o.c. F.N. LTP4 AT 18" ox 3/8" CDX PLYWD Sd AT 5"o.c. E.N. A3 AT 4"o. c. OR A35 0 12" ox. OR 16d AT 6"o. c. 5/8" ^' A.B. AT 3'—Vox. 350 B 8d AT 12"o.c. F.N. LTP4 AT 12" ox GARAGE PARTIAL FLOOR PLAN BAY WINDOW ADDITION REVISION NOTES Revt. Rev2. REva. a w z a Io 0.4H tt; E_ W a�E-,4 oCow C4 W >' aoo� Cvu C058502 CKp. MUIR MHA CONSULTING ENGDMERS sntdtuRe«vraew MGM HUANG. M. C6 -ze-zo 1 s 1 1 4"=1' REV. 0