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HomeMy WebLinkAboutB16-2884 026-250-063 (2)r • RECEIVE D B. t,terCo"unty Department of Development Services FEB �` D r PERMIT CENTER ' 'TRB AND AS??oun yECenter Drive, Oroville, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 I' r, \vww.buttecountv.net/dds ! PLEASE PRINT CLEARLY 1. APROPERTYrOWNER!INF,ORMATION• wtrt +'a,sr Lost Name First Name `;-TevCNS SI,FF Mailing Address F0 yet 3(0 City 1� Stale Zip r YrFvrr✓10 � '!SY(o �, scna - 5 lly a Fax 33 r Email I Cell • - i;�>���7t��CONTRACTORI ' f;';-'';;rv.-,•;...: ” � . __ ; Name Mailing Address /r )/ COLI.1 iV1n Sid C, 00 �i�/r7 City I C,}Qc� ► LLQ StaleC n f -i Zip Phone Si6,W-10 Fax Email C Mo � e G.•0�1 hc•}i)ru 1/•rc Cell �1 License No. Class - 3�SiiSdk di ARC HITECTIENGIN EERt�r_�r:' Name Mailing Address City State Zip Phone Fax ' Email. I Cell CA State License No. , APPLIC' !SIGNATURE' AND;DATE'„a. Date:, r7Z 7 �~ Print Name: 'When filed, this application and all supporting material bec9 metes subject to the California Public Records Act. All public information related to this application is subject to public inspection ant9_� be posted on the County's website for electronic access. rPP�/ Revised 1.2.19.2016 t 1 t r f• VaLc 1 nr l17 V U� PERMIT NO: FORM NO S DBP•1. , BIN NOA 1.5 �k. *%PROJECT -LOCATION APN •� t.� JLC - O:o ' O(Do Property Address .SU,/"j /)V 00le-L^J City Location must not be in the city limits of Chico. Gridley, Oroville or Paradise. L cavi u htip://gismaps.bL)ttecoutity•net/(lexviewer/l)cdstasearcbL[rLge x,hbnl .. + WORKER'S a COMPENSATION:' •�' ri- Last Name U►2E'r First erne �c• �i i l✓ Mailing Address i�x L iN c Rl ✓o Si E. L City • b2ov� 'rz Slate CA Zip t qS/b Phone SJO -age-G�it�p Fax Email Cell , APPLIC' !SIGNATURE' AND;DATE'„a. Date:, r7Z 7 �~ Print Name: 'When filed, this application and all supporting material bec9 metes subject to the California Public Records Act. All public information related to this application is subject to public inspection ant9_� be posted on the County's website for electronic access. rPP�/ Revised 1.2.19.2016 t 1 t r f• VaLc 1 nr l17 V U� PERMIT NO: FORM NO S DBP•1. , BIN NOA 1.5 �k. *%PROJECT -LOCATION APN •� t.� JLC - O:o ' O(Do Property Address .SU,/"j /)V 00le-L^J City Location must not be in the city limits of Chico. Gridley, Oroville or Paradise. L cavi u htip://gismaps.bL)ttecoutity•net/(lexviewer/l)cdstasearcbL[rLge x,hbnl .. + WORKER'S a COMPENSATION:' •�' ri- Policy Number Carder 1�rz`n%�lii'vlAi� IL • If hiring other than a licensed contractor, a certificate of worker's compensation must be shown at the time of permit issuance :,4 ,LENDING !AGENCY: ^ Name N1104PAA-NDi Mailing Address 'a& /'�i%in/Gr S I ' City # UL // Fos 7 /Z. state N (/ Zip 14� (v 7 V- .', DESCRIP.TION►OR SCOPE,OF-WORKt .:- . -- D Mobile Home permits (other than Installation. foundation, utilities a non-ailaehed 'structures) are issued by the Stale. Tell staff if this pormit is for a Mobile Home. Click below le see Paanufactured Home Alterations and Permit Guidelines at: Ilillp://vmv.11cn ca.movlcorlQr./uthm/I-ICI) Phon256-2501 •O Z . Is this a Mdnufact uredlMobila Home (circle one) Yes CID I IJOBIVALUATION '(Enter vahiuoflaborlric/udingl { `� �, c.© non• coniractod'pfus matorluls cliorgej]Ir , $ c2,2vi (�• 1'11, . � � ' .. - 'S uare'Feet Detail—, Living Area: Garage: Open Area: Covered Area:��� ' I—, Structure Built without permiw TOTAL SQ:� I, Proposed Change of Occupartr-y/Use - Note provious/currant use below: d,'7 E" FOR OFFICE,USE ONLY ? ..•, rl Zoning: ,. �7— 1 Flood Zone: L.. SRA: IYESU JNOg NPDES YES LJ NO Code Ent: YES 13 NOD Legal Lot: YES [3 NO Ll Occupancy Type Construction C- �Perinit Toch: Data: A r 1 'K y Agency: County of Butte TRB+ASSOCIateS TRB+ Project Number: 17.054.105.2 Final Plan Review Page 1 of 2 Date: .April 5, 2017 To: Collin Morey Email: robrossini(cDcmconstruction4u.com (via email) Cc: Philo Hunt, Amber Franzino, Nancy.Springer, Deborah DeBrunner; Jordan DeBrunner, Curtis Johnson, Carrie Gomez Email: Phu nt a(�.buttecounty.net; AFranzino(cDbuttecounty.net, nspringer(D-buttecounty.net; ddebrunnercDbuttecounty.net; idebrunner(aD_buttecounty.n_et; cliohnson(Dbuttecounty.net; cgomezObuttecounty.net (via email) RE: Plan Review for: (N) SFD Stevens Residence Project Address: Sunnybrook Lane, Palermo, CA . APN: 026-250-063-000 Agency App. No.:B1-6 2884 �----- -- 5 . TRB+ Project No.: 17.054.105.2 The following documents were received for review: Plans: (2 sets) Sheets dated 03i20/17: C-1, A-3, A-4, S-1, S-2 Sheets undated: GN -1 Sheets dated 03)'10/17: A-1, A-2 Sheets dated 01)'16/17: SN, SD1, SD2 Sheets dated 12127/16: E-1, E-2 Structural Calculations: (2 copies) R. Burdette, dated 01/16/17 Truss Calculations: (2 copies) R. Tangren,.dated 03/22/17 Energy Calculations: (2 copies) R. Salas, dated 12/27/16 Response Letters: (1 copy) CM Construction Response Letter, dated 03/23/17 Other: (1 copy) Permit Application, dated 12/28/16 (2 copies) Truss Review Letter, dated 01/20/17 (1 copy) FEMA Flood Elevation Certificate, R. Graves, dated 03/24/17 (1 copy) Butte Calgreen Checklist ti Plans have been reviewed for compliance with the Building Department requirements contained in the 2013 CBC; 2013 CPC, 2013 CMC, 2013 CEC, 2013 CRC, 2013 Green Building Standards Code, 2013 Energy. Code, and County of Butte Ordinances: There are no further comments; however, the condition cited on the following page applies. . Sincerely, 1 TRB + ASS IATES, INC. icholas Ho ICC Certified Plans Examiner r7 TRB + Associates, Inc. BUILDING SOLUTIONS } 3180 Crow Canyon Place + Suite 216 + San Ramon, CA 94583 for MUNICIPALITIES T 925 866.2633 F 925 790.0011 nh - www.TRBplus.com Agency: County of Butte TRB+ Project Number: 17.054.105.2 CONDITION: 1. Energy report provided on Sheets E-1 & E-2 to be superseded by 8'h"x11" Energy Report by Rafael Salas, dated 12/27/16 (see email from designer, Collin Morey, dated 04/04/17). Page 2 of 2 TRB+ Nick Ho From: Collin Morey <collin@saveon-solar.com> Sent: • ' Tuesday, April 04, 2017 5:44 PM To: Nick Ho F , Subject: Re: Stevens title 24 (2016) r Hello, Yes, that will work just fine. I give you authorization thanks, ' 1 Collin Morey Save on Solar www.save6n-solar.corn (530) 282-6400 Lic. #905253 On 2017-04-04 20:24, Nick Ho wrote: > Looks great! One last thing, can you reply to this email authorizing > Sheets > E-1 & E-2 to be superseded by the 8%:"x11" Energy Report by Rafael ' > Salas, dated 12/27/16. > > Thank you, > n > Nicholas Ho > ICC Building Plans Examiner > TRB +Associates, Inc. > 3180 Crow Canyon Place, Suite 216 > San Ramon, CA 94583 j > Tel: (925) 866-2633 > Fax: (925) 790-0011 > nho@trbplus.com > -----Original Message----- ' > From: Collin Morey f mailto:collin@saveon-solar.comj > Sent: Tuesday, April 04, 2017 1:02 PM > To:.nho@trbplus.com > Subject: Stevens title 24 (2016) > Here it is. > Thanks ; 1 RECEIVE,) MAR 2 9 2017 TRS AND ASSOCIATES Stevens Residence. Response Sheets Requested Changes CM Construction 3/23/2017 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE —BY - C I t v r J e ^1♦ All of the requested changes & modifications for the Stevens Residence on Sunnybrook Lane have been " made and all responses to comments are in the attached document. 1 BUILDING SOLUTIONS for MUNICIPALITIES Date: March 6, 2017 To: Collin Morey ` Email: robrossini@cmconstruction4u.com �. (via email) Cc: Philo Hunt, Amber Franzino, Nancy Springer, Deborah DeBrunner; Jordan DeBrunner, Curtis Johnson, Carrie Gomez Email: Phunt@buttecounty.net; AFranzino@buttecounty.net, nspringer@buttecounty.net; ddebrunner@buttecounty.net; jdebrunner@buttecounty.net; cljohnson@buttecounty.net; cgomez@buftecounty.net. (via email) RE: Plan Review for: (N) SFD Stevens Residence., Project Address: Sunnybrook Lane, Palermo, CA APN: 026-250-063-000 ' Agency App. No.: B16-2884 TRB+ Project No.: 17.054.105.1 ' At the County of Butte's request, TRB + Associates has completed its plan review -for the project listed above. Please see the section entitled "FOREWORD" on the following page for information on the scope of the review, instructions on how to resubmit, and contact information for your project. , The following documents were received for review: Plans: (2 sets) - Sheets dated 07/14/16: C-1, A-1, A-3, S-1, S-2 ` Sheets undated: GN -1 Sheets dated 04/10/14: A-2 ' Sheets dated 01/16/17: SN, SD1, SD2 Structural Calcs: (2 copies) R. Burdette, dated 01/16/17 Truss Calcs (2 copies) R. Tangren, dated 01/19/17 Energy Calcs: (2 copies) R. Salas, dated 12/27/16, Other: (1 copy) Permit Application, dated 12/28/16 (2 copies) Truss Review Letter, dated 01/20/17 Plan review comments are listed on the following pages. Sincerely, ' TRB + ASSOCIATES, INC. Nicholas Ho ` ICC Certified Plans Examiner r . PROJECT DATA Occupancy Group: R-3 Type of Construction: VB Nurriber of Stories: One ` Conditioned Floor Area (s.f.): 2,631 Existing Detached Garage (s.f.): 1,200 Fire Sprinkler System: Yes Valuation: $220,000 FOREWORD • This plan review is only for the purpose of evaluating compliance with the provisions contained in the 2013 CBC, 2013 CPC, 2013 CMC, 2013 CEC, 2013 CRC, 2013 Green Building Standards Code, 2013 Energy Code, and County of Butte Ordinances. Please note that our review does not encompass provisions regulated and enforced by Planning, Engineering, Public Works, Health Departments; or other authorities outside the jurisdiction of the Building Department. ■ Please address all of the following items and return a copy of this list, along with a response sheet, indicating the ° location of all required changes to the plans, specifications and/or calculations. Be as specific as possible in your responses so that we may expedite your recheck. ■ If any changes have been made to the plan documents unrelated to those items identified in this comment list, please list the changes on a separate sheet and include in your resubmittal documentation. ❑ Please submit two (2) complete revised sets of plans and plan documents, wet stamped and signed by the Architect and/or Engineer of Record, to: County of Butte Department of Development Services 7 County Center Drive Oroville, CA 95965 OR TRB +Associates, Inc. Attention: Todd Bailey 3180 Crow Canyon Place, Suite 216 Ban Ramon, CA 94583 ARCHITECTURAL COMMENTS Review performed by: Nicholas Ho Sheet C-1 �Please revise sheet index.to accurately reflect plan set: Sheets E-1 and E-2 are shown in the index, 'but could not be located in the set. - 'Response: Sheet C-1 of the construction plans has been revised to include the updated sheet index ,information.. . /Al. Please indicate on the cover sheet the occupancy group as R-3 and type of construction as VB. CRC Section 1.1.3.1 Response: Sheet C 1 of the enclosed revised plans has been updated to show the changes under Design Data. 3 Please indicate on the cover sheet an automatic residential fire sprinkler system shall be installed. CRC Section R313.2 Response: Sheet C-1 of the enclosed revised plans has been updated to show the requested changes kunder Notes f4. Please indicate on the site plan the lot shall be graded to drain surface water away from foundation alls. The grade shall fall a minimum of 6 inches within the first 10 feet. CRC Response: Sheet C-1 of the enclosed revised plans has been updated to show the requested changes I nder Notes. Please indicate if natural gas or propane is to be used to service the structure. if propane, show location, size, and anchorage. The anchorage may be a deferred item but please identify it as such on the cover sheet. Response: Sheet C-1 of the enclosed revised plans has been updated to show the requested changes on the Site Plan. Sheet A-1 esA. Please specify the 3'x5'5" Master Bath window as tempered or safety glazing. CRC Section R308.4 ponse: Sheet A-1 of the enclosed revised plans has been updated to show the requested changes under Floor Plan Notes #10. The numbering of the floor plan notes does not match the numbering shown on the floor plans. Please clarify and revise numbering. Response: Sheet A-1 of the enclosed revised plans has been updated to show the requested chance Please indicate location of an attic access opening not less than 22 inches by 30 inches. CRC Section R807.1 esponse: Sheet A-1 of the enclosed revised plans has been updated to show the requested changes; nder Floor Plan Notes #16. K. Please provide an orthogonal cross section of the residence. Butte County Submittal Requirements. esponse: Sheet A-4 of the revised plans has been updated to show the requested updates. A . Some doors do not have dimensions indicated. Please provide. esponse: Sheet A-1 of the enclosed revised plans has been updated to show the reauested changes. She t A.2 1. Please provide smoke alarms in each bedroom and outside of the sleeping area in the immediate vicinity of the bedrooms. CRC Section R315.3 Response: Sheet A-2 of the enclosed revised plans have been updated to show the reauested changes 12. Please provide a carbon monoxide alarm outside of the sleeping area in the immediate vicinity of the bedrooms. CRC Section R315.3 Response: Sheet A-2 of the enclosed revisedplans has been updated to show the requested changes. . Please indicate that smoke alarms shall be interconnected in such a manner that the activation of alarm will activate all of the alarms in the individual unit. CRC Section R314.4 )onse: Sheet A-2 of the enclosed revised plans has been updated to show the requested changes sr Electrical Plan Notes #3. /i14. Please specify exterior wall covering and include any applicable requirements. CRC Section R703 'Response: Sheet A-3 of the enclosed revised plans has been updated to show the requested changes, as Leil as_a detailed diagram of installation details. fS ic ventilation calculation uses an area of only 1,536 sgft, but it appears the total attic area is larger. Please provide ventilation for the entire roof area. Response: Sheet A-3 of the enclosed revised plans has been updated to show the requested changes under Attic Ventilation Note r MECHANICAL COMMENTS Please show location of attic furnace within 20 feet of the access opening. CMC Section 904.10.1 anse: Sheet A-1 of the enclosed revised plans have been updated to show the requested changes r Floor Plan Notes #20. Please indicate new outdoor AC unit shall rest on a concrete base at least 3 inches above the ining ground level. CMC Section 1106.2 ionse: Sheet A-1 of the enclosed revised plans has been updated to show the requested than !r Floor Plan Notes #19. Please specify the type of fireplace being installed in the Living Room (direct -vent gas or �nroodstove). Installed woodstove orcom ellet stove shall IY with U.S. EPA Phase II emission limits and P p have additional chimney requirements. CGBSC Section 4.503.1 & CMC Section 802.5.4 Response: Sheet A-1 of the enclosed revised plans has been updated to show the requested changes, Under Floor Plan Notes #23.. PLUMBING COMMENTS Sheet A-1 p. Please dimension the bedroom 2 shower compartment to verify it is capable of encompassing a 30 - inch circle, CPC Section 408.6 ,Response: Sheet A-1 of the enclosed revised plans has been updated to show the requested changes. Ga,:,Please provide dimensions at all (3) water closets showing a minimum fifteen inches from its center to any side wall or obstruction. CPC Section 402.5 Response: Sheet A-1 of the enclosed revised plans has been updated to show the requested changes. ELECTRICAL COMMENTS Sheet A-2 Receptacles shall be installed such that no point measured horizontally along the floor line of any wall space is more than 6 feet from a receptacle outlet. Please provide additional wall receptacles at the following locations per CEC Article 210.52(A): a. Master Bedroom wall adjacent to Bedroom 2 b. Bedroom 2 wall adjacent to the bathroom c. Southeast wall between the Kitchen and Living Room ;e: Sheet A-2 of the enclosed revised plans has been um Please label all outdoor receptacles to be provided with i ponse: Sheet A-2 of the enclosed revised plans has been ler Electrical Plan Notes #41. to show the )roof enclosures. CEC Article 406.9 to show the requested changes.. / 3. Please show a mechanical electrical disconnect shall be provided within sight of and not over 50 feet from the air conditioner. CEC Article 430.102 & CMC Section 902.3.7 Response: Sheet A-2 of the enclosed revised plans has been updated to show the requested changes_on the exterior Master Bath wall.. 0 Please indicate the branch circuit(s) provided to -supply the laundry receptacle outlet(s) shall have no other outlets. CEC Article 210.11(C)(2) Response: Sheet A-2 of the enclosed revised plans has been updated to show the requested changes Under Electrical Plan Notes #5. APlease indicate the branch circuit(s) provided to supply bathroom receptacle outlet(s) shall have no er outlets except with the same bathroom. CEC Article 210.11(C)(3) ' Response: Sheet A-2 of the enclosed revised plans has been updated to show the requested changes. Under Electrical Plan Notes #6. Yece Please indicate at least two 20 -ampere small -appliance branch circuits to supply kitchen countertop ptacles. The branch circuits shall only supply receptacles outlets within the same kitchen. CEC Article 210.52 Response: Sheet A-2 of the enclosed revised plans, has been updated to show the requested changes Under Electrical Plan Notes VF EXPlease specify arc fault circuit protection for dining rooms, living rooms, bedrooms, closets, ways, or similar rooms or areas per CEC Article 210.12(A). Note provided on Sheet A-2 only specifies bedrooms. ponse: Sheet A-2 of the enclosed revised plans has been updated to show the requested cha ar the Electrical teaend. Please provide a note that all 125 -volt, 15- and 20 -ampere receptacles shall be listed tamper- resistant receptacles. CEC Article 406.12 YResponse: Sheet A-2 of the enclosed revised plans has been updated to show the requested char ,Under Electrical Plan Notes #8.. E1 Please provide a lighting outlet containing a switch or controlled by a wall switch in the equipment room servicing the water heater. CEC Article 210.70(A)(3) Response: Sheet A-2 of the enclosed revised plans has been updated to show the requestedchanges. FSO. Please indicate the light fixture over bathtubs and showers shall be suitable for damp locations. CEC /Article 410.10(A) 1Response: Sheet A-2 of the enclosed revised plans has been updated to show the requested changes. Under Electrical Plan Notes #9. CO ENI - e energy report provided contains printing issues and the right side of the report has been cut o lease provide updated energy report with the responsible designer's signature. Response: Sheets E-1 & E-2 of the enclosed revised plans has been updated to show the requested Sheet GN -1 I - Ttt lic . Energy Insulation Requirements Notes #1 & 42: Please specify R-19 wall insulation and R-38 roof insulation as indicated on the energy report. Response: Sheet GN -1 of the enclosed revised plans has been updated to show the reauested note M. Please show vacancy sensors for low efficacy lighting installed in bathrooms. Response: Sheet A-2 of the enclosed revised plans has been updated to show the requested chanRes� 2Please show all lighting installed in the laundry room shall be controlled by vacancy sensors. CEnC ction 150.0(k)6 ' Aesponse: Sheet A-2 of the enclosed revised plans has been updated to show the requested_thanges funder the Electrical Leaend. S. The plans show some of the outdoor lighting as low efficacy. Please specify low efficacy outdoor fighting to be controlled with motion sensors not having an override or bypass switch or controlled by photocontrol, astronomical time clock, or energy management control system. CEnC Section 150.0(k)9 Response: Sheet A-2 of the enclosed revised plans has been updated to show the requested changes. ,Under Electrical Plan Notes #10f , N6. Please indicate the new water heater shall include the following components per CEnC Section 150.0(n): ; A. A 120V electrical receptacle that is within 3 feet from the water heater and accessible to the water heater with no obstructions; and B. A Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the space where the water heater is installed; and C. A condensate drain that is no more than 2 inches higher than the base of the installed water heater, and allows natural draining without pump assistance; and D. A gas supply line with a capacity of at least 200,000 Btu/hr. Response: Sheet A-2 of the enclosed revised plans has been updated to show the requested changes Under Electrical Plan Notes #11(A,B,C,D) Please show all bathroom exhaust fan switches separate'from the lighting switches. CEnC Section ;Response: Sheet A-2 of the enclosed revised plans has been updated to show the requested chances i . Please provide an exhaust fan or indicate a bathroom fan that shall provide whole -building ventilation to meet Indoor Air Quality (IAQ) requirements. Please indicate that the fan shall be 56.3 cfm minimum and be on at all times when the building is occupied. CEnC Section 150.0(0) & ASHRAE 62.2 Sections 4 k nse: Sheet A-2 of the enclosed revised plans has been updated to show the Electrical Plan Notes #12F_ GREEN BUILDING COMMENTS 1. On the cover page, please include the 2013 California Green Building Standards Code as an applicable code to this project. Response: Sheet C-1 of the enclosed revised plans has been updated to show the requested changes, t, he Notes column. G .Please incorporate the CALGreen checklist into the plans for review. Green Building Compliance easures in addition to checklist shall be incorporated into the project drawings. http://www.buttecounty.net/Portals/10/Docs/DPC/DPC- , 12%20RESIDENTIAL%200CCUPANCIES%20CHECKLIST.odf CAL Green checklist has been included in the f3. Please indicate bathroom exhaust fans shall be ENERGY STAR compliant and provided with midity control. CGBSC Section 4.506.1 sponse: Sheet A-2 of the enclosed revised plans has been updated to show the requested chi Electrical Plan Notes #13; 9W4. Sheet A-1: Floor Plan Note #1 contains outdated Flow rate information. Please update to the following maximum flow rate requirements for plumbing fixtures per CGBSC Section 4.303.1: a. Water closets: 1.28 gallons per flush : Sheet A-1 Note # 2 b. Showerheads: 2.0 gallons per minute: Sheet A-1 Note # c. Lavatory faucets: 1.2 gallons per minute Sheet A-1 Note #271 d. Kitchen faucets: 1.8 gallons per minute with 2.2 gallons per minute temporary flow: ;Sheet A Note 2 Response: Sheet A-2 of the enclosed revised plans has been updated to show the requested changes, In The FLOOR PLAN NOTES. . It appears from the FEMA Flood Map, a portion of the parcel is located in FEMA flood Zone AE. Please provide one of the following options: a. Provide (2) completed FEMA Flood Elevation Certificates prepared by a California Registered Professional Engineer, Architect, or Land Surveyor. Reference the flood elevation certificate on the plans and show all requirements including floor elevations, mechanical unit elevation, flood resistant materials, flood venting, etc. Revise exterior footing details to show elevation requirements. CRC Section R322, R322.2.1 #2, & Butte County Ordinance 26-24(b)(3) b. Provide a site plan signed and stamped by a California Registered Professional Engineer, Architect, or Land Surveyor showing the location of the AE flood zone in relation to the house verifying the structure will be located outside the AE flood zone. c. Relocate the proposed residence so it is at least 250' from the edge of the flood zone boundary. (i.e. move the house approx. 100' to the west) !Response:We have went with option A. Fema certificate is enclosed and page C-1 has been stamped by, ,Ron Graves a licensed surveyor. He has determined that the vroverty in not in the flood zone! S . Please provide a cross section of roof dormers and show framing details. esponse: see added detail 7/SN and added typical detail cuts at dormer on roof pian s-2 �etail 4/SD2 specifies a post base per plan, but no product could be located. Response: see revised detail 4/02, Sheet S-2: On the roof plan, Detail 4/02 is referenced as typical non-bearing wall, but it appears it should be 4/SN. Please verify. Response: See framing plan on sheet S-1 for post sizes, except at window and door openings which have .kings/trimmers per typical opening schedule 5/sdl (cut on front porch on framing plan on sheet S -1f Many of the spread footings shown on the foundation plan do not have posts sizes called out for them. Please provide. ,Response: Sheet S-1 of the enclosed revised plans has been updated to show the reauested chanees v ;`�• RECEIVED FEB 16 2017 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE 383 Rio Lindo Ave, Chico, CA 9%26 �7i%�� �� p. (530) 592-4407 www.summitchico.com BY=_ Structural Calculations For: _ Client: Collin Morey, CM Construction Project: �— Stevens Residence Address: `''' Sunnybrook Lane, Palermo, CA REVIEWED FOR CODE COMPLIANCE A PR 0 5 2017 TRB AND ASSOCIATES Idl►7 Note: Summit Structural Design (SSD) is not responsible for on-site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. SSD is not responsible for any structural element or system not specifically noted in this set of specification slcalculations unless authorized in writing by SSD. Workmanship shall be of the highest quality and in all cases shall follow accepted construction practice, the latest edition of the California Building Code, and local building department standards. P%` Summit Structural Design PROJECT• Stevens Residence STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 2016 CBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST, BUILDING DEPARTMENT APPROVED, STRUCTURAL DRAWINGS. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECTTHE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION 15 NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1,500 PSF PER CBC TABLE 1804,2. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. E) 80170M OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES, AND SHALL BE COMPACTED A MINIMUM OF 90%. I) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF THE 2013 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. 4. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS THAT ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF ACI 318, F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR, SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARRIER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E,W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. Summit Structural Design PROJECT: Stevens Residence G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 16'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7' -O" -WHERE SLAB IS UN -REINFORCED, I) REINFORCEMENT COVER SHALL BE. AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: 115 BARS AND SMALLER: 1 %2" #6 BARS AND LARGER: 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: Y4" 1) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM BARS 60 BAR DIAMETERS U.N.O. AND LAP TOP BARS, PLACED ABOVE 12" OF CONCRETE OR MORE, 80 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: I. ROOF SHEATHING: '/2" APA RATED 32/16 EXPOSURE 1, STRUCTURAL SHEATHING WITH FACE GRAIN PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL WITH 8d AT 6" O.C. EDGE, 12 O.C. FIELD U.N.O. PROVIDE 1/8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER, 2. FLOOR SHEATHING: %" APA RATED 48/24 WITH FACE GRAIN PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL WITH 10d AT 6" O.C. EDGE 10" O.0 FIELD, GLUE AND NAIL TO ALL SUPPORTS. PROVIDE 1/8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. 3. WALL SHEATHING: SEE PLANS 4. ANY SHEATHING WITH EXTERIOR EXPOSURE SHALL BE OF EXTERIOR TYPE. B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. FLASHING AND WATERPROOFING OF EXPOSED ENDS SHALL BE PROVIDED BY THE CONTRACTOR TO PREVENT DECAY. GLUED LAMINATED FABRICATION SHALL BE PERFORMED IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1 AND ASTM D 3737. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 C2.) PARALAMS: PSL'S (PARALLEL STRAND LUMBER) SHALL HAVE FB = 2900 PSI & FV = 290 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DO..UGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3" X .229" THICK PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. AT SHEAR WALL LOCATIONS; SILLS SHALL BE 3X MATERIAL UNO PER PLANS AND DETAILS. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L 112 U.N.O. 5. CONCEALED BEAMS SHALL BE OF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FREE OF HEART CENTERS (4X6 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE HOT DIPPED GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O, AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. BOLTS EXPOSED TO WEATHER SHALL BE GALVANIZED. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS I.) ALL METAL FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO WOOD. 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2016 CBC TABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS; LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTOR'S OPTION. Summit Structural Design PROJECT: Stevens Residence C.) SHRINKAGE: CARE SHALT. BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE, WHICH COULD CAUSE SEITLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED, ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES; WOOD BURNING STOVE, ETC— C.) C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" 6-4 POSTS/TRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS, B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD. IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-$ WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD. BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N,O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK-BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICC REPORT, D.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. E.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. F.) SEE NOTE 6-1 D. FOR SILL AND ANCHOR BOLT SPECIFICATIONS. G.) WALL FRAMING RECEIVING NAILING AT 3" O.C. OR LESS SHALL BE 3X NOMINAL UNO PER PLANS AND DETAILS. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. .C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. E.) FASTENERS IN PRESERVATIVE OR FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED GALVANIZED. 8-1 PREFABRICATED ROOF TRUSSES: A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND CBC 2303.4. B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF CALIFORNIA, SHALL BE PROVIDED TO THE ENGINEER OF RECORD. PRIOR TO SUBMITTAL FOR PERMIT AND PRIOR TO TRUSS FABRICATION, C) TRUSS DESIGN LOADS: TOP CHORD LIVE LOAD 20 PSF REDUCIBLE TOP CHORD DEAD LOAD 9 PSF BOTTOM CHORD DEAD LOAD 9 PSF TOTAL LOAD 38 PSF UPLIFT LOAD AS REQUIRED BY THE 2016 CBC Summit Structural Design PROJECT: Stevens Residence D) TRUSS BRIDGING SHALL BE AS REQUIRED ANDSPECIFIED BY THE TRUSS FABRICATOR. E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM.THE PUBLIC AGENCIES INVOLVED IN GOVERNING CONSTRUCTION, F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 9. DESIGN LOADS A) ALL.DESIGN LOADS ARE PER CBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD : 20 PSF REDUCIBLE C) SEISMIC ZONE! D D.) WIND SPEED: 110 MPH EXP C • 6 Y � � Summit Structural' Design Project: Stevens Residence , Engineer: RKB Design of: Gravity Loads Avg Roof Slope= 6 to 12 Roof Dead Load Ply 2.0 psf Roofing 3.4 psf Framing 5.0 psf Gyp 2.2 psf Insul 1.0 psf Misc.. 3.5 psf _ Total (sloped) 17.1 psf Total (horiz) 18.0 psf Roof Live Load Roof Live Load 20.0 psf Wall Dead Load Siding 10.5 psf (exterior) 3/8 Ply. 1.8 psf 2x Framing 2.2 psf ' Gyp. 2.2 psf Insul: 1.3 psf _ Total 18.0 psf Wall Dead Load 2x4 Framing @ 16" ox. 1.6 psf (interior) Gyp. 2 sides Total ' 6.0 psf y (D- L Mct 19 gill , -I"M , I! WN gig I, a a V. 12 10 j Summit Structural Design Project: Stevens Residence Engineer: RKB Design of : Seismic Mass and Seismic Load Development Area (ft2) Weight (Ibs) Roof 3996 72058 Roof Snow (20%) 0 0 Height (ft) Length (ft) Weight (Ibs) Walls(ext) 9 240 19440 Walls(int) 9 180 4860 Total 96358 Roof Area (W) Floor Area (ft2) Ultimate Working Stress 3996 0 7669 5478 Roof Trib Line Shear (Ibs) Shear (Ibs) Wall Line Area (ft2_) Working Stress rho Total 1 1998 2739 1:;00 2739 '2 199.8 2739 1.00 .2739 ' A 1690 2317' 1.00 2317 B 2306 3161 1.00 3.161 j ' USGS Design 6Haps Summary Report User -Specified Input Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 39.430N, 121.57OW Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output Ss = 0,582 g SMs = 0.776 g Sos = 0.518 g S1 = 0.261 g SM1 = 0.490 g Sol = 0.326 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCE:R Response Spectrum 0.29- 0.80.- 0.72 0. G4 0.56 0.42- 0.40- 0.92-1 .480.400.32 0.24 0.1 G 0.08-- 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) Design Response Spectrum 0.54- 0,49. 0.42 r 0. 36 0� 0.30 V1 0.24 0.18 0.12 0.06 o. 00 0.00 0.20 0.40 O.GO 0.80 1.00 1.20 1,40 1.Go 1.80 2.00 Period, T (sec) Although this information is a product.of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. Level Story Ht. (ft) hi (ft) wi (kips) (Wi*hi) (kip -ft) I Cvx. Veq -(kips) S VIE Q (kips) Diaph. (kips) ROOF 9 9 96 867 1 1.00 7.7 8 10 96.4 867 r Summit Structural Design Projett: Stevens RE!Sidence Engineer: RKB Design of: Seismic Load Development (ASCE 7-10) - Seismic Design Category D Ss 0.5E;2 Mapped 0,2 sec spectral response Occupancy 2 S1 _ 0.261 Mapped 1. sec spectral response I 1 Site Class ) D In accordance with Ch 20. TL 16 SMS 0.776 Max Considered EQ SM1 0.490 Max Considered EQ SDS 0.59.7 Design Spectral Response (0.2 Sec) SD1 0.32.7 Design Spectral. ResponseSec) System I Light Framed Shear Walls !„ w R 6.5 " Omega 3 Cd 4 Ht Limit 65 Cs 0.08 12:8-2 Max Cs 0.48 Min Cs 0.02 (.01 outside of SJ) Ct 0.02 x '.0.75 Ta 0.9.0 Cu 1.4 Max'T 0.15 No limit for drift Use T 0.3.0 Alt Ss 0.582 V= 0.0$0 *W Height to Roof (hn) = 9 ft V= 7.7 k Vert Dis: Exp. (k) 1 Level Story Ht. (ft) hi (ft) wi (kips) (Wi*hi) (kip -ft) I Cvx. Veq -(kips) S VIE Q (kips) Diaph. (kips) ROOF 9 9 96 867 1 1.00 7.7 8 10 96.4 867 r Summit Structural Design Project: Stevens Residence Engineer: RKB Design of: MWFRS-Envelooe Procedure (ASCE 7-10 Sertinn '��• Conditions: ' 1. Simple Diaphragm CASE A 2. Low-rise ' 3. Enclosed 4. Regular Shaped 5. Not Flexible 6. Not Subject to: CASE A a) across wind loading b) vortex shedding - (� / ' ~� i I � �'r_•._....�%'�..: c) instability (gallu p/flutter) d) channeling effect e) buffeting (upwind obstructions) 7. Approx. Symetrical Cross Section With Flat, Gable, or Hip Roof 5 45° `T::_ `�� ` • /' , ,�/�, - j,/� Jt) 8. Exempt From Torsional Load Cases Indicated in Note 5 of Fig. 28.4-1, or °%� ^• �Q�. •�. the Torsional Load Cases do not GAS[. _A ;� ; :�;,' .• (A) .,� Control the Design: (1) story and h530 ft. or CASE f3 'w.. (USE 0-0-) (2) story max and light framed or - (2) story max and flex. diaphragm L= 7.2 Long. Bldg. Dim. (ft) 2aL= 9.6 ft. T= 48 Transv. Bldg. Dim. (ft) 4 . 2aT= 9.6 ft. V= 110 Basic Wind Speed (110 or 115 mph) LCF= 0.60 Load Combination Factor 1.21 Adjustment Factor KZt= 1.00 Topographic Factor Adjustment Factor for Bldg Height -and h= 15- Mean Roof Height (ft) Exposure, A 0= 25 Closest Roof Angle Mean Roof Exposure (5',100,15°;20',25*,or 30*) Ht. (ft) B C D MWFRS Wind Loads (psf), ps=LCF*X*Kzt*ps30. 15 1.00 1.21 1.47 Location ps, 0=0 ps, 0=25 Min. Net Ovhg, 20 1.00. 1.29 1.55 A-110 13.9 17.5 9.625 1.00 1.35 1.61 8-110 2.8 4.8 3.0 1.00 1.40 1.66 &110 9.2 12.6 9,6 35 1.05 - 1,45 1.70 D-110 2.9 4.8 40 1.09 1.49 . 1,74 E-110 -16.8 -7.8 =14.4 45 1.12 1.53 1,78 F-110 -9.5 -10.6 50 1.16 1.56 1.81 G-110 -11.6 -5. -12.3 55 1.19 1.59 1.84 -110 -7.3 -8.5 1.22 1.62 1.87 i1 - Summit Structural Design Project: Stevens Residence Engineer: RKB Design of: C+C-Envelope Procedure (ASCE 7-10, Section 30.5) r n 5) Hip ROOF (7'.::a 15:2 L) HIP ROOF (25'<; c� <.2T) (]3),` (3)� k, �IML `z�. (D M T _() q;41 LAT ROOF and GABLE ROOF (T< n <15') GABLE ROOF (0<7•) L= 72 Long. Bldg. Dim. (ft) T= 48 Transv, Bldg. Dim. (ft) a (ft) = 4.8 V= 110 Basic Wind Speed (110 or 115 mph) LCF= 0.6 Load Combination Factor A= 1.21 Adjustment Factor KZt= 1 Topographic Factor h= 15 Mean Roof Height (ft) RAN= 2 Roof Angle Number 0 =0°-70 2=8°-27° 3=28°-45° Conditions: 1. Mean Roof Height:5 60 ft. 2. Enclosed 3. Regular Shaped 4. Not Subject to: a} across wind loading b) vortex shedding c) instability (gallup/flutter) d) channeling effect e) buffeting (upwind obstructions) 5. Flat Roof or Gable Roof 5 450, or Hip Roof <_ 270 Adjustment Factor for Bldg Height and Exposure, A can Roof Ht. ft Exp oosure B D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1:53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 C+C Wind Loads (psf), Pnet=LCF*A*Kzt*Pnet30 Loc. Zone EWA pnet Ovhg. ft2 + - _ Loc. EWA Pnet Zone ftZ + _ 1 10 11.6 -14.4 4 10 5.8 - 7.1 1 20 7 1.6 -147- 2 15.1 -16.4 1 50 11.6 -13.5 4 50 14.2 -15.5 1 100 11.6 -13.1 4 100 13.4. -14.8 2 10 11.6 -25.2 -29.5 4 500 11.8 -13.1 2 20 11.6 -23.2 5 -T5 -8F--21.1 2 50 -2Q.5 -29.5 -8-6--29.5 5 20 5.1 -19.7 2 100 171-6- - 5 50 - 7.9 3 10 11.6 -37.2 -49.6 5 100 13.4. -16.4 3 20 11.6 -34.8 -44.7 5 5Q0 11.8 -13.1 3 50 11.6 -3 -38.3 3 1UU 11.6 1 -29.2 -33.5. Summit Structural Design Project; Stevens Residence Engineer: RKB Design of: Wind Loads A B C D End Zone End Zone Int. Zone Int. Zone Line Min. Net _Wall Line Wall Area Roof Area Wall Area Roof Area Shear (lbs) Shear (lbs) Control 1 .3.T 111 148 202 341i3 3278 3418 2 37 111 r 148 202 3418 3278 3418 A 38 13 117 29 2264 169.0 2264 B 43 13 190 56 3352 2568 3352 Summit Structural Design Project: Stevens Residence Engineer: RKB Design of Lateral Force Summary Wind Seismic , Wall Line Shear (Ibs) .Shear (lbs) Control 1 3418 2739 Wind ' 2 3418 2739 Wind A 2264 2.817 Seismic B 3352 3161 Wind ti Summit Structural Design Project: Stevens Residence Engineer: RKB Design of: Shear Walls Panel Thickness _ 3/8 Panel Orientation r- I Short Dimension Across Studs: Nail Type Anchor Bold Diam. 11/2 v Stud Spacing 16 in ox, Spec Grav Of Framing 0.5 Fnd Sill Plate Grade AB in 2X Sill 620 lbs AB in'3X Sill 730 lbs Sill Plate/Rim Anchorage Nail Embed Index 4 Nail Length (in) Diam. (in) (in) Cd Load (Ibs) 1 12d 3.25 0.135 1,75 1.6 .165 2 16d 3.5 0.148 2.00 1.6 189 3 20d. 4 0.177 2.50 1.6 261 4 30d .4.5 0.192 3.00 1.6 272 • 5 1/4" SDS 3.5 0.25 2.00 1.6 544 6 A35 1.6 695 7 A34 1.6 515 Shear Wall` SW Plate Fastening -SW Rim Fastening (No Ply E.N.) AB Spacing (ft) Edge Nail (in) Load (lbs) Fastener #. Spacing Fastener# Spacing 2X Sill 3X Sill 6 260 1 7.6 inches 6 32.1 inches 3.82 4.49 4* 350 1 5.7 inches 6 23.8 inches 2.83 3:34 4, Note 1 380 1 5.2 inches 6 21.9 inches 1.31 3.07 3, Note 1 490 1 4.0 inches 6 17.0 inches 1.01 2.38 2, Note 1 640 1 3.1 inches 6 13.0 inches NG 1.83 44, Note 1 760 i 4.1 inches 6 11.0 inches NG 1.54 33, Note 1 980 3 3.2 inches 6 8.5 inches NG 1.19 22, Note 1 1280 3 2.4 inches 6 6.5 inches NG 0.91 1. Use 3X framing at adjacent panel edges and stagger nailing Summit Structural Design - Project: Stevens Residence Engineer: RKB Design of: Shear Wall Framing Total ResistiveSe ment Segment Lateral Wall 0�erall Resistive Aspect Gravity OT OT Righting Net Wall Load Length Load Edge Nail Le gth Length Ratio Load Height Moment Moment M/D Line (lbs) (ft) (plf) (in) ft) (ft) Factor (Ib/ft) (ft) ft -lb) . (ft -lb) (Ib) 8.00 1.00 150 9 15625 4800 1593 1-w 3418 15.75 217 6" 8.00 1 -eq 2739 15.75 174 6" 8100 8,00 1.00' 150 9 12521 4800 1205 2-w 3418 16.00 214 6" 1.00 .16.00 1.00 150 9 30761 19200 1203 2 -eq 2739 16.00 171 6" 1 .00 16.00 1.00 150 9 24651 19200 821 A -w 2264 14.75 153 6" Soo 8.00 1.00 150 9 - 11051 4800 1021 A -eq 2317 14.75 1.5.7 6" 800 8.00 1.00 150 9 11309 4800 1054 B -w 3352 15.50 216 6" 800 8.00 1.00 150 9 15570. 4800 1586 B -eq 3161 15.50 204 6" 800 8.00 1.00 150 9 14684 4800 1476 Summit Structural Design Project: Stevens Residence Engineer: RKB Design of Lateral Drags. Lateral Overall Shear per Length to Drag Drag Wall -Load Length Foot be dragged Load _ Type Line (lbs) (ft) (plf) (ft) (lbs) if applicable 1-w 3418 72.0 47.5 17.0 807 A 1 -eq 3561 72.0 49'.5 1.7.0 841. A 2-w 3418 - 72.0 47.5 27.0 1282 A 2 -eq 3561 72.0 49.5 27.0 1335 A A -w 2264 48.0 47.2 26.0 122.6 A A=eq' 3012 48.0 62.7. 26.0 1631 A B -w 3352 48.0 69.8 23.0 1606 A 'B -eq 4110 M 48.0 85.,6 23.0 1969 B Summit Structural Design, Project: Stevens Residence , Engineer: RKB Design of: Foundations Allowable Soil Bearing: 1500 psf Concrete Compressive Strength: 2500 psi Concrete Stem Wall (Non-Retaining): 6" wide with (1) #4 continuous at top and bottom of wall and #4 at 18" ox. full height. Provide #4 at 18" o.c. vertical developed by hook into footing, UXO. Continuous footings: Width (in) Thick. (in) Cap (plf) Reinforcing 12 12 150.0 (1) #4 cont. 15 12 1875 (2) #4 cont. 18 12 2250 (3) #4 cont. 24 12 3000 (3) #4 cont. t _ 30 12 375:0 (4) #4 cont. Spread .Footings: Reinforcing Cap. Label Size Thick. (in) Each Way' Kips F1 1'-0" Sq, 12 (1) #4 1.5 F1,5 1'-6" Sq. 12 (2) #4 3.375 F2 2'-0" Sq. 12 (3) #4- 6, F2.5 2'-6" Sq, 12 (4) #4 9.375 F3 3'-0" Sq. 12 .(4) #4 33.5 F3.5 3'-6" Sq. 12 (5) #4 18:375 F4 4'-0" Sq. 12 (5) #4 24 F4.5 4'-6" Sq. 12 (6) #4 30.375 F5 5'-0" Sq, 12 (7)#4 37.5 F5.5 5'-6" Sq. 12 (5) #5 45.375 F6, 6'-0" Sq. 18 (8) #5 .54 F6,5 6'-6'.' Sq. 18 (9) #5 63.3:75 Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. i COMPANY PROJECT Summit Structural Design WoodWorks (R Dec. 20, 2016 20:16 W1 Typical Stud Design Check Calculation Sheet woodworks Sizer 10.1 Loads: Load Type Distribution Pat- tern Location (fl) Start End Magnitude Start End Unit Loa 1 Dead Ax a -UDL Ecc. - 0. I 4 p Load2Hind C6C Axial UDI. (ECC. - 0,00") 640 plf Load3 hoof const r,. Axial UDL (Ecc. - 0.00") 640 plf Load4 Hind C&C Full. Area 32,.00 1.16.01' psf Self=wet hC ;Dead- Axial UDL ]3 Plf Lateral Reactions (lbs): 8'-7.5" b a*_7 5" Unf ac Cored: Dead wind 1.89 Roof Live 109 Factored: 1.13 -L->R - 11:5 Lumber Stud, D.Fir-L, Stud, 2x6 (1.112"x5.1!2") Support: Lumber Stud Bottom plate, O.Fir-L Stud; Bearing length = stud thickness Spaced at 16.0"c/c: Total length: 8'-7.5'; Pinned base; Load face = width(b); Ke x Lb: 1.0 x 0.0 = 0.0 Ift): Ke x Ld: 1.0 x8.63 = 8.63 (fl); Lateral support: top = Lb, bottom = Lb; Repetitive factor: applied where permitted (refer to online help); Analysis vs. Allowable Stress (psi).and Deflection (in) usina NDS 2012: Criterion Analysis Value Desion Value Anal sis/Desi n Shear Tv = 2i ry = 21)8 .fv Fv'' 0.07 Sending(+) fb - 387 F6' - 1288 fb/Fb.- 0.30 Axial fc.- 216 Fc' - 772 fc/Fc' - 0.28 Axial Searing fc - ,216 Fc' - 1062 fc/Fc'- 0.20 Support Bearing fcp - 237 Fcp 781 fcP/Fcp' = 0.30 Combined !axis Compression + a de load bending) Eq.3.9-3 0.39 Dead Defl'nnegligible. Live Defl:'n 0.06 - <L/999'. 0.?.9 = L/360 0.27 To a! De Pl'n 0:08 - <L/999 0.43 - ,L/240 0.18 Additional Data: FACTORS: F/E(psi)CD CN Cl: CL/CP CF Cfu Cr Cfrt CS LCN Fv' 100. 1.60 1.00 1.00 - - - - 1.00 1.00 4 * Fb'700 1.60 1.00 1.00 1.000 1.000 1.00 1.15 1.00 1.00 4 Fc' 850 1.25. 1.00 '1.00 0.77.7 1.000 - - 1.00 1.00 2 Fc'comb 850 1.60 - - 0.641 - - - - - 5 1.4 million 1.00 1.00, - - - - 1.00 1.00 4 'min.' 0.51 million 1.00 1.00 - - - - 1.00 1.00 4 Fc, 850 1.25 1..00 .1.00 - 1.000 - 1,00 1.00 2 Fcp sup 625 - 1.00 1.00 - - - 1.00 1.00 3 CRITICAL LOAD COMBINATIONS: Shear LC 114 - .6D+.61.1, V - 113, V design = 113 lbs Bending(*): LC 114 - .GD+.W. M - 244 lbs -ft Deflection: LC 44 = ,GD+.42w ;live) LC 94 - .60+,42w 'total) Axial LC 82 D+Lr, P - 1782 lbs Combined LC. 1!5 - D+.6w; (-s - fc/FCE) = 0.85 Support LC 03 = D+.75(Lr+.611); R = 1953 lbs, Cap = 6445, Ln 1'.50", Cb 1.25 0 -dead L=live S -snow w=wind l -impact Lr -roof live Lc -:concentrated E -earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / 1BC 2012 CALCULATIONS: Deflection: E1 7.9e06 lb-i.n2 "Live!' deflection - Deflection from all non -dead loads (live, wind, snow...) Total Deflection - 1.50(Dead Load Deflection) + Live Load Deflection. Design Notes; 1..WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NOS 2012), and NOS Design Supplement. 2. Please verily that the default deflection limits are appropriate for your application. 3. FIRE RATING: Joists, wall studs, end multi -ply members',are not rated for Ilre endurance. 1.0 COMPANY" PROJECT Summit Structural Design Dec 20, 2016 20:19 WaodWor'ks' somvnKr FOR411000 nrsu^` King -Trimmer for 8::i Opening Design Check Calculation Sheet woodworks Sizer 10.1 Loads: Load FACTORS: F/EIpsICD CM Ct CL/CP CF Cfu Cr Cfrt' Cl LC8 Fv' 180 .1.60 1.00 1.0,1 - - 1.00 1.00 ,Fo'r 700 1.60 1.00 1.0') 1.000 1.000 1.00 1 00 1.00 4 1.00 'rc' 850 1.25 1,00 1.00 0,727 1,000 - - 1..00' 1.00 4 2 Type D_stribulion Pat- Location -Iftl Nagnitude Unit' Loadl Dead Axa Cern Start End Start End Bending( -j: It ei .6D+.Gw, M = 781 Lbs -ft " Load.2• Wind C&C Axial LC 114 - .6D+. 42w (total) IEcc. _ .00"). (Ecc. - .0.00") 420 3'2.00 s lbs Load3 Roof constr. AxI'al All LC's are listed in the Analy;;is output (Ecc. - 0.00") 3200' lbs Lo,ad4 Wind C&C F,111 Area ".Live" defl.ection - Deflection fe•om all non -dead loads (live, wind, 28.00 (S.,00.)• pst Self -wet ht 'Tribe Cary Wide Dead rl - Axial • - - 34 lbs Lateral Reactions (lbs): 8'-7.5" 0 Unfactored: 8'-7.5" Dead hind 604 Roof Live E04 Factored:' L ->R 362 362 Lumber n -ply, D.Fir-L, Stud, 2x6, 2 -ply (3"x5-1/2") Supporl: Non -wood; Bearing length = column width Pinned base: Load ince = width(b); Built-up fastener: nails: Ke x Lb: 1.0 x 0.0 = 0.0lft]; Kelxllength: Ld: 11.0x8 63 = 8.63 (ft); Lateral support: lop = Lb, bottom = Lb: Repetitive factor: applied where permitted (refer to online help); Analysis Vs. Allowable Stress (psi) and Deflection lint -1. enc on,e Criterion analya1ue Design VaAnal sis/Design-v `) Shear :sts V t`.v 33 Fv' Stl8lue fv Fv .Y1 Bending(+) fb 620 6b' = 1120 fb/Fb' - 0.55 Axial fc 403 Fc' 772 fc/Fc' - 0..52 Axial Bearing fe = 463' Fc' 1062fe/Fcr - 0.30 Combined laxia . Compression + s de .load bending) Eq.3.9-3 - 0.92 Dead Defl'o negligible Live Defl'n 0.13 = L/823 0.29 L/360 0,44 Total Defl'n 0.13 - L/823 0.43 - L/246 0;29 Additional Data: FACTORS: F/EIpsICD CM Ct CL/CP CF Cfu Cr Cfrt' Cl LC8 Fv' 180 .1.60 1.00 1.0,1 - - 1.00 1.00 ,Fo'r 700 1.60 1.00 1.0') 1.000 1.000 1.00 1 00 1.00 4 1.00 'rc' 850 1.25 1,00 1.00 0,727 1,000 - - 1..00' 1.00 4 2 Fc'comb 850 1.60 0.641 - - - _ _ 3 E' 1.4 million 1,00 1 00 - - - - 1.00 1.00 4 Emin' 0.51. million 1.00 1.00 - - - - 1.00 1 110 4 F" 850 1.25 1.00 l.00 - 1.000 - - 1.00 1.00 2 CRITICAL LOAD COMBINATIONS: Shear : LC Il4 - .6D -.6W, V 3G2, V design = 362 lbs +LC Bending( -j: It ei .6D+.Gw, M = 781 Lbs -ft " Deflection: LC H4 = .GD+.42W flivel LC 114 - .6D+. 42w (total) Axial ,: LC 02 - D+Lr, P = 6654 lbs Kf =.1.00 Combined LC 03 ._. Di•..7SILr+,6ta1; (1.- fC/FCE) = 0.63 D=dead L=live S=snow.w..wind I -impact Lr=roof live -Lc=concentrated E=earthquake All LC's are listed in the Analy;;is output load combinations: ASCE 7-10 / IUC 2012 CALCULATIONS: Deflection: EI = 29e0G lb-in2/ply ".Live" defl.ection - Deflection fe•om all non -dead loads (live, wind, snow..,) Total Deflection - 1.50(Dead Load Deflection) I Give Load Deflection, Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Coda (IBC 2012). the National Design Specification (NDS 2012), and Nos Design' Supplement. 2. Please verify that the-delault deflection limits are appropriate for your application.. 3. BUILT-UP COLUMNS: nailed.or bolted built-up columns shall conform to the provisions of NDS Clause 15.3. 4. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. Summit Structural Design Project: Stevens. Residence Engineer: RKB -Design of: 4x Timber Column Design Values (NDS 3.7) 4X DF-L(N) #1 Fc E d KCE c CD 1400 1600000 3.5 0.3 0.3 1.25 `Stability , Reduction Column Capacity (lbs), le (ft) _ Cp Fc' (psi) 4X4 4X6 4X8 •4X10 4X12 5 .0.64 901 11041 17350 23660 29969 36278 6 0.55 767 9397 14766 20136 25505 30875 7 0.46 649 7951 12494 17037 21580 26123 8 0.39 549 6729 10574 14418 18263 22108 9 0.33 467 5718 8985 12252 15519 18786 10 0.29 399 4888 7682 •10475 13268 16062 11• 0.25 344 420.9 6614 9020 11425 13830 12 0:21 298 3651 5737 7823 9910 11996 13 0.19 260 3190 5012 6835 8658 10480 14 0.16 229 2806 4409 6013 7616 9219 15 0.14 203 2484 3904 '5324 6743 8163 16 0.13 181 2213 3477 4742 6007 7271 17 0.12 162 1982 3115 . 4248 5380 6513 „ 18 0.10 146 1785 2805 3824 4844 5864 19 0.09 132 1615 2537 3460 4382 5305 20 . 0.09 120 y 1467 2305 3144 3982 4820 Summit Structural Design Project: Stevens Residence Engineer: RKB Design of: 6X Timber Column Design Values (NDS 3.7) 6X6 DF-L(N) #1 Fc E cl Kce c Co 1000 1600000 5.5 0.3 0.3 1.25 Stability Reduction , Column Capacity (lbs) le (ft) Cp Fc' (psi) 6X6 6X8 6X10. 6X12 5 0.87 872 26386 35981 45576 55171 6 0.82 823 24895 33948 43000 52053 7 0.77 770 23288 31756 40224 48692 8 0.71 715 21625 29488 37351 45215 9 0.66 660 19961 27.220 34479 41737 10 0.61 606 18344 25014 31685 38355 11 0.56 556 16806 22917 29028 35139 12 0.51 508 15368 20957 26545 32133 13 0.46 464 14043 19150 .24256 29363 14 0.42 424 12833 17500 22167 .26834 4 15 0.39 388 11.737 16005 20273 24541 16 0.36 355 10748 14656 18564 22472 17 0.33 326 9857 13442 17027 20611 18 0.30 299 9058 12352 15645 18939 19 0.28 276 8.340 11372 14405 17437 20 0.25 254 7694 10492 13290 16088' Summit Structural Design Project: Stevens Residence Engineer: RKB Design of: Roof Framing Roof Loads DL= 18 psf LL= 20 psf Roof plywood: 1/2" APA.rated Exterior plywood or OSB. Apply'face grain perpendicular to framing, stagger panels and nail with 8d at 6" o.c. edges and 12" o.c. field. Edge nail at gable ends, drags strap lines, blocking, and all supported edges. Trusses: Spacing = 24" o.c. Loads: T..C. Live load = 20 psf T:C. Dead Load = ,9 psf B.C. Dead Load = 9 psf Total Load = 38 psf Typical Headers (U.N.O.) Use 6X8 DFtf2 NM u 'I I :z 7 7 RL is COMPANY PROJECT Summit Structural Design Wolod"Woreeks" Dec. 20, 2016 20;21 SOFt%VARE FOR WOOD DESIGN , Bl Design Check Calculation Sheet Wood Works Slier 10.1 Loads Load Dead 1283 CPU 'Cr Cfrt Notes Cn-Cvr e:inci Type Dis tribut ion. Pat- Location (fl') Mayni [ude Unit Load -1 Dea 1270 tern Start fnd .Start Erd Bearing: wind C&C FU11=Area" Full0.00 Length 1.00• 1 00 ( .D (6.OU)' pLoad2 psf Load3 Roof. constr. 21, 'Minimum bearing length selling used: 1" for and supports 20.00 (6.00i' psf Self -weigh[- -Dead 'Tr h„tn r„ w,ij r, Full • LC ria = D«.750 r.+.4"2(41 itotaII .17.3 oif Maximum Reactions (lbs) and Bearing Lengths (in) : Un factored: Dead 1283 CPU 'Cr Cfrt Notes Cn-Cvr e:inci 1270 12(13 Roof' Live 1270 1270 �Factored: - 1270 Total2807 Total Defl'n 0.88 - .1/288 - - 1.00 - - Bearing: T-miny' 0.85 million. 1..00 L Do - - 280 Length 1.00• rain re 'd 3.00' i.00, 'Minimum bearing length selling used: 1" for and supports 1.011• Glulam-Unbal., West Species, 24F -V4 DF, 5-1/2"x1.0.1/2" 7 laminations, 5.1/2" maximum width, Supports: All - Timber+soft Beam, D.Fir-L No.2 Total length: 2i' -2Z; Lateral support: lop= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 Criterion Anal sLs Value 4v 4 60 CPU 'Cr Cfrt Notes Cn-Cvr 'v Fv' 0.18 q.q («) fb - 1592 - 1.00 1.00 1.00. fb/tb' _. 0.55 Dead Defl'n 0.56 = .1./448Defl'n =Deqiqn�aalysis/DesirnShear 0.59 - L/425 - - 1.00 - - 0.85 Total Defl'n 0.88 - .1/288 - - 1.00 - - 0:03 .Additional Data: FACTORS: F/E(psi)CD CM Ct: CL CV CPU 'Cr Cfrt Notes Cn-Cvr LCB Fv' 265 1.25 1.00 1.00- - - 1.00 1.00 1.00. 2 Pb'« 2400 1.25 L.00. 1..00 0.96b 1,000 1.00 1.06 1.00 1.00 -2 FcP' 650- 1.00 1.00 - - - - 1.00 - - - F.' 1.8 mill ion 1.00 L.00 - - - - - 1.00 - - 3 T-miny' 0.85 million. 1..00 L Do - - - - 1.00' - - 3 CRITICAL LOAD COMBINATIONS: Shear : LC N7. -. D«Lr, V - 2544, V design -Bending(#): = 2322 lbs LC 82 . D.Lr, M = 13407 lbs -ft Deflection: LC 113 - D4.75(Lr+.42w) (live) • LC ria = D«.750 r.+.4"2(41 itotaII ' D=dead L=live S=snow W,=wind 1=impact Lr=roof live Lc=concentrated F. -earthquake LC's are listed in the Analysis output Load combinations: ASCE 7-10 / 1BC 2012 CALCULATIONS: Deflection: E1 = 955606 lb -int. "Live" deflection = Def -lection from all non -dead loads (Live, wind, snow...) Tota/ Defiect'ion - 0.50(Dead Load Deflection) «Live Load. Defloction. Design Notes: 1. WoodWorks. analysis and design are In accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NQS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Glulam design values are for materials conforming to ANSI 117-2010 and manufactured in accordance with ANSI A190A-2007 4. GLULAM: bxd = actual breadth x actual depth. 5. Glulam Beams shall be laterally supported according to the provisions of NOS Clause 3.3.3. 6. GLULAM: bearing length based on smaller of Fop(lension), Fcp(comp'n). L COMPANY PROJECT Summit Structural Design WoOdWorkso Dec. 20, 2016.20:25 9017WARI-FOR WOOD 01-510Pr 82 Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads Load Anai sis Value - O - r:D Dead 2188 = 84 Fv' = Type Distribution Pat- Location [ft) Magnitude Unit 1085 2361 Factored: tern Start End StarEnd 'total Loa 1 Dea Ful Area - - -,'OU(27.00 ' ps Load2 Wind CSC Full Area 0.43 - Min re 'd 20.00(27,00)+ psf Lo Roof constr. Full .Area 20.00(27.00)+ psf Self -wet ht '. Trlhn[ary W,At♦ Dead /FYI fall UDL 14.7 elf Maximum Reactions (lbs) and Bearing Lengths (in) : 8'-6.9" Un I.a CCOted: Anai sis Value - O - r:D Dead 2188 = 84 Fv' = ::ind 2361 Bending(+) 2.198 R00f Live 2361 1085 2361 Factored: '0.07 - <L/999 2361 'total 5021 - - 0.06 Bearing: - L/360 5021 Length 1..46 L/532 0.43 - Min re 'd 1.46 1.46 1.46 Timber -soft, D.Fir-L, No.2, 6x12 (5-1/2"x11-1/4") Supports: All - Timber -soft Beam, D.Fir-L No.2 - Total length: B'-8.9'; Lateral support: top= at supports, bottom= at supports; I Anaivsis vs. Allowable Stress Insil anti nafior tin Criterion Anai sis Value Dn esi Value Anal sis/Desi n Shear fv = 84 Fv' = 212 fv.Fv, Bending(+) fb - 1000 Fb' = 1085 fb/Fb' = 0.92 Dead Def 1'n '0.07 - <L/999 - E' 1.3 million 1.00 1.00 - - - - 1.00 Live Defl'n 0.06 - <t,/999 0..29*= L/360 0,29 Total Defl'n 0.1'9.- L/532 0.43 - L/240 0.45 Additional Data: FACTORS: F/e(p5i)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC 11 Fv' 170 1.2.5 1.00 1. C.0 - - - - 1.00 1.00 1.00 2 Pb'+ 875 1.25 1.00 1. CtO 0.992 1.000 1.00 1.00 1,00 ,1.00 - 2 Fcp' 625 - 1,00 l.. C'0 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 3 Emin' 0.47 million 1.00 1.00 - - - - 1.-00 1.00 - 3 CRITICAL LOAD COMBINATIONS: Shear : LC (12 " D+Lr, V = 4486, V.design = 3447 lbs Bending(,): LC 02 = D+Lr, M 9670 lbs -ft Deflection: LC 43 D+.75(Lra.4247) (live) LC 43 D+.75(Lr+.42t4) (total) C -dead L=1i.ve S -snow W -wind I-iepact Lr -roof live Lc=concenCrated E=earthquake All LC's are 7.Lsted In the Analysis output Load combinations: ASCE 7-10 / iBC 2012 CALCULATIONS: Deflection: L`1 a 848006 lb-in2 "Live" deflection - Deflection from all non -dead loads (live, wind, snow...) Total Deflection - 1.50(Dead Load Defl.ectionl + Live Load Deflection. Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Coda (IBC 2012), the National Design Specification (NOS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 11 COMPANY I PROJECT Summit Structural Design (R) Dec. 20, 2016 20:26WoodWorks r 83 Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: Load v•i " Wind 1666 .. - 1537 Roof. Live 1666 , - 1666 Factored: Type rdstribution Pat- .Location (ft) Magnitude Unit Length 1.03 Flo' - t4 in re '.d .1.03 tern Start End Start End 1.U3 Loa Dea FU Area - 1 ,.0 (2 .0 )- Ts _f Loa d2 Wind CLC Full Area 6.19 20.00(27.00).• psf Load3 Roof constr. Full Area 0.28 20.00(27.00)" psf Self-woi ht 'r'r i,rary to rti Dead ,rrr Full UDL - 12,1. plf Maximum Reactions (lbs) and Bearing Lengths (in) : Un -factored: Dead 1531 v•i " Wind 1666 .. - 1537 Roof. Live 1666 , - 1666 Factored: - 1G60 Total 3536 fv FY 0.32 Bearing: 3536 Length 1.03 Flo' - t4 in re '.d .1.03 !•U3 Dead Defl'n 1.U3 Timber -soft, D.Fir-L, No.2, 6x10 (5.112"x9.1/4") Supports: All - Timber -soft Basin, D.Fir-L No.2 Total length: 6'•2.1 ": Lateral support: top= at supports, bottom= at supports: I Analvsls Vs. Allowable Stres's frkil nnri naflar•rinn tini Criterion Ana'_ sis Value Design Value Anal sis/Desi n S ear fv = FV 2.12 fv FY 0.32 Beading(+) fb - 735 Flo' - 1094 fb/Fb' = 0.67 Dead Defl'n 0.03 - <11/999 Live Def.l'n. 0.04 - <11/999 0.20 - L/360 6.19 Total Defl'n 0.09 = L/843 0.30 - L/240 0.28 Additional Data: FACTORS: F/E(psi)CD Cv Ct C1. CF Cf.0 Cr Cfrt Ci Cn LC1r Fv' 170 1.25 1.00 .I.U0 - - •• - 1.00 1.00 1.00 2 F'o'+ 875 1.25. 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 rep625 - 1.00 1.00 - - - - 1.010 1.00 - - E' 1.3 million 4.00 1.00 - - - - 1.90 1.00 - 3 CRITICAL LOAD COMBINATIONS: Shear : LC 02 = D+Lr, v - 3159, V design = 231.4 lbs Be nding(+): LC 82 Dr Lr, M = 4806 lbs -ft Deflection:1C 113 D+,75'(Lr+.42W) (live) LC 03 D+.75(L r+., 42W) (total) D=dead L=live S=snow W=wind I-inpact Lr -roof live Le=coricentratad E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / TBC 2012 CALCULATIONS: Deflection: El 472e06 Ib -int "Live" deflection - Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. A COMPANY PROJECT Summit Structural Design WoodWorks& Dec. 20; 201620:27 SOFTIVARF FOR W000 DIMP, 84 Design.Check Calculation Sheet woodworks sizer 10.1 Loads Load Anal sls Valuer n Value Dead 844 fv Wind 917 Type Distribution Pat- location Ift) 11 gnitude Unrt 917 Total1944 Defl'n 12M Start End Starr. E"d 1944 Loatl Dea FU Area Min re 'd '.Do' lOnalh setlind used: 1"for end sunnnnc 18.0.0(22.001' ps Load2 Wind C6c Full Area - L/240 20.00{22.001' psf hoad3. Roof constr. Full Area 20.00(22.00)' psf Self-wef ht -Tr uta ry te. rl, Dead ea.t - Full UDL 9.51plf Maximum Reactions (lbs) and Bearing Lengths (in) : 4,-2„ Unfactored: Anal sls Valuer n Value Dead 844 fv Wind 917 844 .Roof Live. 417 - 917 Factored: 917 Total1944 Defl'n 0.01 Bearing: 1944 Length 1.00• 0,01 = Min re 'd '.Do' lOnalh setlind used: 1"for end sunnnnc 1.00• 1.00' "Minimum bearing Timber -soft, D.Fir-L, No.2, 6x8 (5-1/2'W-1/4") Supports: All - Timber-sofl Beam, D.Fir-L No.2 Total length: 4' -2-.0", Lateral support: top= at supports, bottom= at supports: Analysis vs. Allowable Stress (psi) and Deflection (in) ..In. NnS 2n,2 • Criterion Anal sls Valuer n Value Anal sis/Desi.-n Shear fv fb m 9212Bending(+j 439'=937Dead Defl'n 0.01 <L/999Live Defl'n 0,01 = <L/9994 - L/366'total Defl'n 0.03 d <L/9990 - L/240 0.15 Additional Data: FACTORS: F/E(psi)CD CM C CL CF Cfu. Cr Cfrt Ci Cb LC II Fv' 170 1.25 1.00 1.r10 - - - - 1.00 1.00 1.00 2 Fb'i 750 1.25 1.00 1.110 1.000 1.000 100 i.00 1.00 1.00 - 2 Fcp' 625 - . 1.00 1.00 - - - - 1..00 1.00 - E' 1.3 million 1.00 1.00 - - - - 1.00 1..00 - 3 CRITICAL LOAD COMBINATIONS: Shear : LC 02 D.Lr, V - 1726, V design = 3.180' lbs Betiding(+); LC 112 D+Lr, M - 1.762 lbs -ft - Deflection:,LC 83=•D+.75'(Lra,r,2W) (live) LC 93 Df. 75(Lr+.424:) (total) D=dead L -five S=snow W=wind r -impact Lrntoof live Le=conceritrated E=earthquake All LC's are listed in the Analysts output Load combinations: ASCE 7-10 ./r'aC. ?.012 CALCULATIONS: Deflection.: £I = -.227606 lb-i.n2 "Live" deflection Deflection from all non -dead loads (live, wind, snow...I Total Deflection - I...50(bead Load Deflection) + Live Load. Deflection. Design Notes: 1. WoodWorks-analysis and design are in axordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012)• and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. �_I COMPANY PROJECT WoodWorks Summit Structural Design Dec. 7.0,2018 20:28 WI85 Design Check. Calculation Sheet WoodWorks Sizer 10.1 Loads: , Maximum Reactions (lbs) and Bearing Lengths (in) I Unfactored: 11 7" Dead 100 Wind 700 700 Roof Live 700 •; p0 Factored: 7UI; Total1.540 Bearing: 1540 Length 1.00• Min re 'd 1.00• 1.00. Minimum bearing length selling used: 1"for end supports = • rJ0 Timber -soft, D.Fir-L, No.2, 6x10 (5.1/2"x9-114") Supports: All - Timber -soft Seem, D.FIr•L No.2 Total length: 11'.8.0•1: Lateral support: top= at supports, bottom= at supports; Analysis vs..Allowable Stress (psi) and Deflection lin) •,e: n:ne Criterion Load Type ` Sheac sis Value Uesigr. Value Anal sis/Design Beriding(+) fv = fb 616 Distribution Pat- Location (ft) Magnitude Unit Loadl Dead F\til Area tern Start End Start End Total Defl'n 0.26 = L/525 0.58'= L/246 Load2 Wind CBC Full Area 1 .00 (6.00), Pat- l,oad3 Roof' constr. Full Area 20.00 (6.00)t psf ` Self -weight •Tributary t•7dr :h Dead +rr: Full UDL - 20.00 16.001' 12,1 psf if Maximum Reactions (lbs) and Bearing Lengths (in) I Unfactored: 11 7" Dead 100 Wind 700 700 Roof Live 700 •; p0 Factored: 7UI; Total1.540 Bearing: 1540 Length 1.00• Min re 'd 1.00• 1.00. Minimum bearing length selling used: 1"for end supports = • rJ0 Timber -soft, D.Fir-L, No.2, 6x10 (5.1/2"x9-114") Supports: All - Timber -soft Seem, D.FIr•L No.2 Total length: 11'.8.0•1: Lateral support: top= at supports, bottom= at supports; Analysis vs..Allowable Stress (psi) and Deflection lin) •,e: n:ne Criterion Aral ` Sheac sis Value Uesigr. Value Anal sis/Design Beriding(+) fv = fb 616 Fv' _ '212 Fb' = 1094. f.v Fv' a U. lr fb/Fb' 0.56 - Dead Dofl'n 0.10 = <L/999 Live De f1°n 0.1:1 = <L/999 0.39 - L/360 0.20 Total Defl'n 0.26 = L/525 0.58'= L/246 0.46 Additional Data: FACTORS; F/E(psi)CD C4 Ck CL CF CCU Cr Cfrt Ci Cn LCA Fv' 17.0 1.25 1.00 1.00 - 1.00 1.00 1.00 2 •`b''+ 675. 1.25 1.00 1.00 1,000 1.000 .! 00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 1.0.0 - - - - 1.00 1.00 - - 1.3 million 1.00 1.(,0 - - - - 1.00 1.00 - 3 CRITICAL LOAD COMBINATIONS: Shear : LC 42 = D+Lr, V a 1390, V design 1195 lbs Bendl.ng.1+): LC iI2 = D+Lr, M = 4027 lbs -ft Ueflection: LC 113 = D+.75(1,r+.42W) (live) LC 03 - D+.75(Lr+.42.1,1) (total) D=dead L=live S. -snow I.1 -wind T=inpact: Lr -roof live Lc=cors entrated E=earthquake All LC's aro listed in the Analysis output Load combinations: ASCE 7-10 / IBC '2012 - CALCULATIONS: Deflection: EI 472eD6 lb -int "Live^ deflection = Deflection from all iron -dead loads (live, wind, snow...) " Total Deflection 1.50(Dead Load Deflection) + Live Load Deflection,. Design Notes: 1. Woodworks analysis and design are in accordance with the ICC International Building Code (IBC 2012); the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shell be laterally supported according to the provisions of NDS Clause 4.4.1. i "s ALPIN =nninaprinn P-Anh This eJob is prepared exclusively for: Homewood Truss (5824)�� dC�' PO Box 5010 PERMIT • BUTTE COUNTY DEVELOPMENT SERVICES FOR Marysville, CA 95901-8501'REVIEWED CODE COMPLIANCE - DATE-- WorkOrder: h1611021 r Job Customer: CM CONSTRUCTION Job Name: STEVENS Job Address: SUNNYBROOKE LANE PALERMO. CA' Alpine ID:-T556329.J585126 I hereby verify that this document was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer. I am responsible for the design of each component detail only -- not for the proper manufacture of the components. This document is no longer valid if any modifications are made to it. Alpine, a division of ITW Building Components Group Inc. 1 2820 N. Great Southwest Pkwy. RECEIVED _ C� Grand Prairie, TX 75050 MAR 2017 s , 800-521-9790 .29 T 1c TRS AND ASSOCIATES 3 J No. C 72160 REVIEWED • * * FOR CODE COMPLIANCE V " CN11. pp .. OF APR APRtli 5 2017 > 3/22/2017 TRB AliD ASSOCIATES ALPINE NAWffitfiWY Table of Contents Engineering eJob 1/19/20,17. Page No. Truss Label . Page No. Truss Label Page No. Truss Label 1 A01 2 A01 3 A02 4 A03 5 B01 6 B02 7 B02B 8 D01 9 DOG 10 HR -A 11 102 12 104 13 106 14' J02 15 J04 16 J06 17 J08 18 510 19 112 20 J14B Page 1 Alpine, a division of ITW Building Components Group Inc. 2820 N. Great Southwest Pkwy. Grand Prairie, TX 75050 800-521-9790 Engineering eJob 1/19/201T. Truss Engineer Design Responsibilities The engineer's signature on this design certifies that the individual component depicted, if built with the materials and to the placements and tolerances specified, will bear the loads shown on the drawing. Users of the component are responsible for determining that any as -built component conforms to the design. The loading and dimensions specified have been provided by others and have not been verified by the signing engineer. The building designer is responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual use of the individual component. The building designer is responsible for ascertaining that the loads shown on the designs meet or exceed applicable building code requirements and any additional factors required in the particular application. The engineer's seal on the attached component designs indicates acceptance of professional -engineering responsibility solely for the design of the individual component assuming that the loading and dimension requirements are as represented to the engineer. The suitability and use of this component for any particular building is the responsibility of the building designer in accordance with ANSI/TPI 1 Chapter 2. The engineer certifying this component is not responsible for anything beyond the specific scope of work set forth above, including but not limited to, the loading factors used in the design of the component, the dimensions of the component, the transfer of lateral loads from the roof and/or forward to the shear walls down to the foundation, connection of the components to the bearing support, the design of the bearing supports, the design and connection to the shear walls, the design of temporary or permanent ` building bracing required in the roof and/or floor systems, transfer of'vertical loads down to the foundation, the design of the foundation or analysis in connection with the roof and/or floor diaphragms of the building. This is a high quality facsimile of the original engineering document. A wet or embossed seal copy of this engineering document is available upon request. Alpine, a division of ITW Building Components Group Inc. 2820 N. Great Southwest Pkwy. Grand Prairie, TX 75050 800-521-9790. ! e,- LP� .. NTTVi;m14'JVfM .. Engineering eJob 1/19/2017 Required Details* Other Available Details* http://www.itwbgg_com/trussconnections.i)hp _ *Sealed versions of these details are available upon request. Alpine, a division of ITW Building Components Group Inc. 2820 N. Great Southwest Pkwy. Grand Prairie, TX 75050 800-521-9790 1 3 4 Job Name: STEVENS Truss ID: A01 Qty: 2 BRC x-LOC REACT SIZE REO', TC 2x8 DFL •2 WeD bracing aqui retl at each location shorn. TMs design based en <n.m bra<t,6.applim NOalzwrtAl aEACRON(5 1 0- 2-12 984 S. SO" 1.50" 2x4 DFL 01 & Btr: 1-3, 11-13 ® Refer [o BCSI for proper required lateral per tn< Collmi•6 scnmeh� aepporc 1 1699 3b 2 20- 8-14 5894 5.50" 3.14" 3 39-10- 4 2062 5.50" 1.50" BC 2x6 DFL i2 WEB 2%4 OR STANDARD restraint. For alternative web bracing, see ITWBCO's standard details. tt za 00° )-10-ss u-ti-u serporI 2 -1600 16 1- 1 19 1b 4 47- 9- 4 853 5.50" 1. SO" .• 2x4 DFL i1 6 Str. 19-7 Plates outside the truss perimeter are , - tt xa..o• 56-1,-11 1-u so4°°4mori a uKIFTc uPit 4EACRoxSS) - MAX DEFLECTION (s an) L/999 MEM 1-2 (LIVE) LC S5 In D• -0.13" T. -0.20" WEOLE 2x6 DFL •2 CBL BLE 2x4 DFL STANDARD designed for She location shown only, Trim to match ofilI tf necessary. CII r,m ..'.o 1 -95 16 • -0.07" lotnt L«at+ons 7_0 2x6 DFL R 1 ,4 ,7 31 ,13 ,17 Designed per SI/TDI 1-2007 Fabrication Tolerance 20.0% 1 -as1 1b I -110 lb iv 1 0- o- 0 u a- a- o 2 6- 0- 0 IS 6- o- o Kcr (creepp factor) . 2.00 Bearings designed for FCPery value of the This tree ti eeie ee ui the 6-u- 9 I6 6-11- 9 u- 1•IS u u- 1-ss Refer to ]plot OC Detail Sheets for Cq factors and Rotational Tolerances. lesser of the truss chord lumber value or 625 for all bearings. ASCEIX rim Tm<BPicaeim Enclosed .Yes, t ' Is. 6 10- a-14 u zo- a-u Cable studs r required ONLY t the truss IRC/IBC truss plate values are based n TBIV Tross L«atlm Em zo« Esp Gt-Ion C za- o- o zo x7- l- x ply that rill have si tli ng/sheathing attached an0 are used my for that attachement as testtng and approval as required by IBC UO3 and ANSI PI d are reported in ESR-1118. et ft Bldg L= h<ighi°. O°ntn- a 2/- ,• 2 31 3l- 1- l ,6-]D-u on-sCructardl members. Loaded r 10 PS n- n Ire t BCLL. Mean 15.1i 1 p.f Oc<vpanc1• Gtepo 11, Oead Lad . 11.0 psP Force aeststt,p to to 36-IO-u 21 1- Z- 6 1- 2- 6 14 42- o- 0 u a1- 0. 0 xs 1a- 0- o Install interior supports) before erection. Drainage shall be provided to avoid ponding. Permanent bracin i5 a to Mark all interior bearing locations. • + + r + + + + + + + Nail+pai[ern+shorn+is for PLF loads Des;pne0 as w,r7itm S'­ - Le.-lis• am [��wn�efcs am cs,ed. ng Tr,b°caijr-'�dz1ma10rc u 9- 0- 0 CamCAL HDmE4 MRCEs: 9 r q aired prevent rotation/Copp ing. See and point loads converted to PLF loads only. s ,fie <d tins) 2-RY+ (xr in: tt- 2 ac- x rEe}- i P[a i•• It cay. / TFM. am. cs1 SCSI and ANSI/TPI 1. Concentrated loads shall be distributed to Closter ureR, if <hmn, arc I• lmp. 1•z-v16((p1U.0.zs3/ sz1 1.60 o.0 aa19(1. Building designer shall verify gable loads each ply equal/ Multi- 1 with han are, Y• v Y 9ers m Mf Live tom vim to boom cmre in - i-f -21)1(((1.60)))/ 214) 1.60 0.11 d eave loads, if appp/ icabl<. based on hanger nails sing 3.0" nails into. ac<omanc< ntn EeC/•at code pwsiom. - _-.-----L04D TATE el OESI01 LOaoT---------------- - 4-s -ala 1.60 / 2166 1.23 D.25 1091 1.25 p.3a Refer to apD opriate ISWBCC's Standard Cable Details for information regarding into the carrying member. If shorn, use additional fasteners for point Dir L. If L.L« 4. vtf 0..l« LL/R Tc Ven s..ao - 1- 6- o m.m o- o- o o. W 6-7 / 2666 1.xs 0.11 -e -ls)(i.a / vu La o.m the bracing of this gable truss. loads from the back Dlys distributed symm. 6 TC vert 61.ao 0- o- 0 w.To e- a- o 0.62 a-9 •6saf(1.603/ uSo 1.15 O.is Continuous lateral restraint attached to flat 7C as indi rated. Lumber shall be in the Chords, within 12 of hanger flange. IF 2.5" GUN NAILS ARE USED, ANY NAIL CLUSTER tt Vert IS1.0 a- o- o us.11 Io- o- o Ell TC Vere w.00 40- 0- o w.o0 e- o- 0 0.62 9-10 -1699(1.60)/ Ines 1.60 o.0 1o•u -x39)(((1.603)/ 2111 1.60 .. 19 - structural grade. Brace 6 24" o.c. unless AMOUNTS SHOWN shall BE INSTALLED FROM THE TC vert m.a0 4o- o- 0 ao oo ,9- 6- 0 0.01 - at vert 1x.61 0- o- 0 3a.el a- .- o p.0o u-u •1199 1.60 / w6 1.60 o.v II-11-u111.fi0 / u91 1.60 0.x0 noted. PLATING BASED ON Cd2EEN LUMBER VALUES. FRONT MID RACE FACE E ALLY(TOfAL NAILS . DOUBLE THE AMOUNT SHAM), 3 PLY OR LESS. .Type... lbs x.Lo< LL/R Fasiear is vert 0.0 0- 2-u 1.Oo SC Co.. / TEM, ow. a[ + r r + + + + + + + + + + + lOd . I. NAILS, SDS . Simpson SDS serems TC vert 220.. e- o- 0 1.00 11-u -11x6 1.60 / z9u 1.60 0.10 ES-16 -1311 1.60 / 1966 1.. ..19 Designed for 3.6 K lbs drag load applied hors 'n di yy v lent substitute. Tc vert u2.0 a- o- 0 0.00 1. UN o- o 1.. 36-v -v74 1.60 / xsn 1.60 0.:1 U-u1.601.60 .11 o.0 zonally either rec[ion to the top Pane Po Nord 1 is, wl[h dead + 0 % live loads load duration (•) .e5pe<ial Connection Req. (by others) NAIL ttern sham is based on• VV 10d BD% O.UB" dia. long Tc 40- TC .11 0.0 47- 9- 4 1.00 In -u -2212 1.60 / is, 1.60 19-io -2601 1.60 / v9a 1.60 0.14 using .1.60. reactf on - 3.6 K lbs at eaU . x 3.0" nail 1Od COW ON 0.148" dia. 3.0" long. (') Brace this member by attachment to lower , 20-11 -1614 1.601.60 o.0 ,Horizontal + bearing individually. Connection by others. x nail 16d BD% .0.135" dia. x 3.5" long nail roof diaphragm or with purlins at 24" o. c. 21 -xi -16)0 1.60 / 1au 1.60 o.In 22-0 -2934 1,2 / 2)15 1.60 0.51 + + + + + + + + + + + + + r + + + + + + + lad COMMON 0.162" tlia. x 3.5" long all ' 22•21-20121.60/ u)11.60 0.5) :164 o9n 1.60 / 12m I.so 0.0 7-10.15 + ++4+++++ ++++++ ++++ +7-10.15 14-25 -1911 1.60 / 1169 1.6p) 0.16 va Caa.(0ua.)/ TEM. mm. GSI , 12-10-1 2-PLYS 1 23 4 5 , 12-10.15+ 6 7 8_ 9 '10 112 13 2-13 -11(11.60) / ))1 1.6o 0.11 :-16 a06s(3.W 1611.60 ..os REQUIRED 3.50 3-115 7X16 µms$ a 1-16 -IS 1.60)l)j/ SOS 1.25 O.IO 1-V -1916 1.60 / 461 1.60 0.19 1-) -13 1.60 / 931 1.60 0.16 - 600 �.0 •' 4-13 -3619 3.25 / 36 l.so 0.x2 2X4 2X4 - 5-a / 698 1.2S 0.0 -1166 1.25 / 105 1.60 0.21 T5 6.0 6.19 -360 1.35 / IDs i.60 0.22 -ss -4ou l.xs / ss .6o i.ao ((ryq I 4X6 11.0.5 & I 4X8 _ )-IO -111 1.60 / 1659 1.25 0.11 1 352p 18X16 11-5-7 a-10 -701 1.25 / 123 1.60 O.a 0-I0 -1162 i.23 / u1 1.60 0.21 6X12 30Xi0 4X4 10X10 I SHIP 4X4 4X10 1,-21 -)4744 1:6400 / )6491 1:6400 O.0 - 2" 10-22 -3163 1.23 / 290 1.60 4.07. 3 3X6�T 1 l- T E1-22 -1461 1.60 / 1. is 0.1) u-2I -555 1.zs / w 1.64 o.m I1-21 -1911 1.15 / 111 .6D O.0 12 -54 1.60 / ual i 25 4.23 z •� 0.3-12 1 5X4 7X8 4X8 7X8 3X4 J D-3.12 Bl 4X10 ' 3X4 3X4 4X8 82 3X4 1.5X4 84 63 W:508 204&14 W:508 39-10-0 01:508 W:508 R:984 R:5894 R:2D62 R:853 No. C 72160 U:•95 U:454 <U:-130 U:-191 • • • ' + 14 196 17 18 48.0.0 19 " Li P CN11. . TYPICAL PLATE :1.5X3 OVER 4 SUPPORTS •9)� OFAn for Sper s " p ^� ° CquF pg:na; 1/19/2017 168 - Homewood s "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANTIMPORTANT" FURNISH THIS DRAINING TO ALL CONTRACTORS INCLUDING Cust: 04 CONSTRUCTION DIR: Drive-J'Lh16110211-00008_300001 /\ THE INSTALLERS. Tybibmmgwm mmm,mm,entnedrmng,bm,g,.npobp, Lwmu,g mle Weta,a.Ra.tmem moor me mmn mamnaecsl (ewmng wlmrw�e sear uam,mm, by lPl ere 3vlrN int meq pmmW pdwmpedvnb,pgmehv,abm mwam,.am6pars mmowmr btmap ps ecm. imine Ds r: vel'Lh161102LL00 Dsgnr: BW FLC = 56 SVT/PLV: 590 • ^ n d I�u� ALMO FE mmonrmwm,mpd,oa sora iwm wmoM mmdlm murtaa rlmw6om bvamn d,wEwW+mreapmadY rmwse dgW mus. lwmbminwr ,P-" m mmvnwu tmemimmowawemdm3im1a 1xophg maapm pw Bcm mamm sL elm Blo.eoppRome. Addy pbinmmN mmam®am p°doD100nvMi eOoia eie oiae lam poen mvoawo,laee ^�h0M11be• TC Live 20.00 psf Live Dur L=1.25 Ra1.25 TC Snow(Pf) 0.00 psf SnowDur L=1.15 Pm1.15 Amn,e,aeiddmamv ueism cmmmemamw uc.dm3 mlbmmwrmW lm inn aedmmn non, doe m,.mp. mmtmvembuBt mam®m TC Dead 12.00 psf Rep Nbr End /Comp /Tens AN/IWCOWPANY Fpammm�mtdm allsllFti,otm,m„m,g, apoxg,mwae.,m,air,v,Dam�..,. Ae.I on M mamYlg er eoverpago ahtlrVMd-1.9, h.U-t. 4-FhsncoaporoaN4no1 -ft r4mipma(DD2q BC•Live 0.00 Psf 1.00 / 1.00 / 1.00 m20 N o.m13wPaw7. 07elo-ft lY laws, coley /ar yin dealgnanom. lnasalaWftyandmoofthiadmwbgforwW&ft4:hrn /n tlro my ofMO Bu1RWg • BC Dead 8.00 psf O.C.Spacing 2- 0- 0 . DOalgnerpa ANSpfPlt sew.x TRUSPLUS 6.0 VER: T6.5.21 ._ Bldg Code: CRC-2013 L ASNNE: TtM: Vr1Cl< .im; M:n DEFL RATIO: 240 TQ L/24 • i t - 1 f Job Name: STEVENS Truss ID: A01D 2 BRG X -LOC REACT SIZE REWD 1 0- 2-11 2104 5.50" 1.50" TC 2x8 DFL G2 Meb bracing required at each location shorn. Tn,. deal bzod u mord bracing replied HORIZONTAL REACTIRIis) 2 29- 7- 0 1915 3.50" 1.50" 2x4 DFL s1 b etr. 1-3, 31-13 BC 1x6 OF s2 ® Refer co SCSI for proper required lateral restraint. For al Clrnative web braring, per the foiloring zeh=,.: support i 1779 1b a fru support 2 -si89 lb 2100' 1-U 3 31- 5-10 52 3.50" 1.50" WEB 1x4 OFL STANDARD See 1TBCL's standard details. TC . 1-i1-15 u- s ppdrt 4 3190 lb 4 33- 4- 3 9263 3.50" 1.50" 5 35- 1- 9 93 3.50" 1.50" 2%4 DFL i1 6 81r. 10-9 • [M].PLATE MONITOR USEJoint Report-- tt N.3'• 36 -IO -IS 0- t-13 t 6 2510 lb uPLtFT IFACRGN(S) suPl' 6 36-10-15 111 3. SO" 1.50" 2x6 DFL I2 12-10, 13-10 WEDGE ix6 DFL B2 Plates utside the truss per 5 meter ar -designed for the location hewn only.e sapPort W wird xon-w5m1 support 8 741 lb 1 -161 lb support 9 -305 lb 7 38- 5- 7 43 3.50" 3.SO" 8 40- 0- 0 CRL BLK 1x4 DFL' STANDARD Trim to matdM profile if necessary. j 1D 425 3.50" 1.50" 9 47- 9- 4 440 5.50" 1.s0" 2%6 DFL I2 1 ,4 ,7 Designed per ANSI/TPI 1-2007 -leg -3'S 1D -7w lb MAX DEFLECTION (s an) ll ,13 ,17 Fabrication Tolerance . Z0.0% e 6 10 L/999 MEM 4-5 (LIVE) LC 47 Kcr (creep factor) .2.00 - 0.efer to ]dint Detail Sheets for Bearings designed for an FcPerp value of the lesser -1186 •1)21 lh L.-0.26" a -0.53" T. -0.80" OC Co factors and Rotational Tolerances. of the truss chord lumber value or 625 for all bearings. ) -s9 1b -leo 1b loin[ 1oc.ciuz 1 b- o- 0 11 1- o- 0 Cable studs r required requ ONLY in the truss IRC/IBC truss late values are based on p 9 ez tb m ..i„0 Ins Thin crass Sc � li, 2 s- 0- o u 6- o- o ply that will have siding/sheathing attached and are used only for that attachement ns testi"? and approval as required by IBC 1703 d AN dare ESR AXE) -4 WiW swcific.tiw slog Encsoz.d - y.z, 1 u- 1-v v u- 1-15 on -structural members. andreported in -1118. for 30 PSF on -concurrent BCLL. Tru.F L«ation . x« End zone 'S 16- t- 1 u u• t• 1 Install interior supports) before erection. Mark all interior bearing locations. Exp C.twory - c h P[, Yid[h 6 20- d-31 19 10- a-11 1 21- 1- 0 10 v- l- z Drainageandll bG 9 provided to avoid ponding. + + + + + + . + + + . a a a + a Bldg Le . w.3' Bldg . 4.3' Pc neon rood n6ight - B11 ft 1mh s4 e 27- 1- z z1 19- 7- o 22 ))- 1- 1 i6-lg-v Permanent bracing s required to p GVlnt rotation/toppling. See Nail pattern shown is for PLF loads and point loads conv¢rted to PLF loads only. a<uwncy eatego J. Do.a (o.d . u.d wf Iii SYstm oesiw�rise 4 Zl 16-10-v LZ `0- 0- 0 21 0- 0- 0 u 2- 0- 0 25 42. 0- o SCSI and ANSI/TPI 1. Building designer shall verify g goer fy gable loads Concentrated loads shall be distributed to ch ply equally. Multi -ply with hangers are .wentm®aanits.mzcit�v - ng Tribv[.ry Arca .211 zqf[ v e- 0- 0 26 a• o- 0 and lave loads, if apy15cable. based on harger nails sing 3.0" na is min. Ps (2) frm x9-7-0 c w -0-o we m high uplift re,ctimw. hit r CR2TICAL NUMBER MM: tt COMP. / iENs. mm. [St RePer to appropriate IT118CG's Standard Cable Details for information regarding to the caryin menhir. If shown, use additional fasteners for epoirez zve i 1 eco deuil:Ix - �aesimwd pycoinersj to trots 1-2 -487 1.2i / zz1 1.4 o.zd 2-1 -3921 1.25 / 221 O.11 the braci nB of this able truss. g point loads from the back 1 s, disirsbuted s y gym' o . i9rely ,ncHmred .uppoic, i.4 -1 -73u 1.25 / zzz .fid o.v 1-s -1198 1.25 / ul 1.60 0.0 Continuous lateral restraint attached to flat TC as 7nd5 cated. Lumber shall be n n the chords. Shin 12" of hon9er flange. IF 2.5" CUM NAILS ARE USED, ANY NAIL CLUSTER 217 Nail ./Sod (m40N m agger (wr lms) ` Tc- Z ec- 1 wEsi s2 ••iRR Fa07i •• s-6 -1268 1.25 / u1 1.4 0.16 6-7 -1080 191 1.60 0.06 structural grade. Brace 0 24" o.c. unless AMOUNTS SHCMN shall 8E INSTALLED FROM THE [Ivshr zcrc•z, if shun, . )• loop. 20 psf Lire Lo.e aa((99lied m boom chord In I -e -190 1.60 / 1)51 1.25 0.22 e-9 -269 1.60 / 1526 1.x3 o. z) noted. PLATING BASED ON GREEN LIRIBER VALUES. FRONT AND EACK FACE EWALLY(TOTAL NAILS . DWBLE THE 'AMOUNT SNOMN), 3 PLY OR LESS. +eco -ca .5th '04.0 rode prori•I.1. ----------LORD CASE fl DESIGN LAOS ---------------- 9-4 -2191.60/ )1111.150.61 >D -u -e2 1.60 / vv 1.zs o.16 +++a++ + +++ +++ a Designed for 3.6 K lbs drag load applied 10d 10d NAILS, SDS. Simpson SDS screws or a uivalent substitute. Oir L.Pif L.Loc R. "ll BA.0 LL/rL tt vert 4.3' - 1- 6- 0 4.00 0- o- o o. so -190 i.1y / 69l 1.25 0.21lC u -v -v) / >0s l.zs o.0 honzontally in either direction to the top (•) esti al Connection Req. (by others) vert 61.00 0. 0- 0 64.00 e- 0- 0 1.62 , tt vert sss.n e• o- o us.v Io- 0- 0 o1i chord panel points, with dead + 0 % live NAIL patterr, shown is based on: TC Vere 61.3' w- 0. 0 61.3' 1e- o- o o.6z ee COHP. Dun. / IM,IDD, Csl se161.25 0.19 loads using load duration . 1.60. Partial continuous bearing (PB) horizontal 10d BOX . C•.128" dia. z 3.0" long nail dia. nail tt vert 80.3' 1e- 0- 0 4.3' 19- 6- o 0.4-169.4 4 vert la.b3 0- o- 0 3e. e1 4e- o- o o.3' u -ue 1. / serl.zs o.16 l.lf 1,SI reaction + +q+ p7F MaxCo+n*ct "bTit+e*s+16d 10d COM ON . 0.148" x 3.0" ion BOX . G.135" dia. z 3.5" ion nai y T tet x.L« u/TL Fastener4 TCvei.0-2-4 71)51.25 0.69 13191.40.10 + + a a L6d COMMON . 0.162" dia. % 3.5" long nail +aa TC rt 220.0 e- 0-41191.2+++++aa++++a Tc Vrt 112.0 a-0-0 0.44 / Ef / 3261.4 0.70 TC Vert 2Z0.o w- U- 0 1.3' tt Vart 112.0 w- 0- 0 0.00 n -z1 / 0.61 , 7.10.15 12-10.1 I I 12-1-715 7-10-15 I I tt V<rt 0.0 I- 9- , 12-23 / 0.01 2I 2S -698c(1.25)% 116(1.4) 0.20 2-PLYS 1 23 4 5 6 7 8 9 10 11 12 13 (•) grace this member b attachment to lower Y 25-26 -651(1.25)/ 3)0(1.4) 0.10 REQUIRED 3.50 1-15 8.00 • - roof diaphragm or with purlins at 24" o. c. 119 4MP. COIR. / TENS. OUB. CSI • 7X16 3L1 �,0 T 2-11 6s I-lfi -119 1.4 1.21li / 115 / 103 l.zf 0.07 l.4 0.w 2X4 2X4 3-16 - 1.17 -13 1. 4 1.4 / 72) / 1715 1. z 1.25s 0.0.1533 0 1-17 -1. 1-]B -5211 1.Z5 1. zs / )2 / 2 1.4 O.w 1.4 0.70 4X8 (�) + s-39 -26 1.4 / lues 1.25 d.w 11 -OS 352# 1 7X8 3528 10X14 11-57 s-ls -1sw 6-]9 -J1l 7-19t.4 s 1.25 / / 911.4 4 o.a 0.09 10)(12 10X10 C (•) (•) 551319 - TON 7-20 -13961.23 / z»fi / li l.zs 0.56 1.4 O.e6 qX4 1.5X4 �y.T. e-10 -995 1.23 / 110 1.4 0.23 4X6 =SHIP 3X6. 9-M -101 9-22 • -7111 1.4 1.25 / 5512 / 2)7 l.ti 0.35' 1.4 0.4 i 20-22 -39n 20-21 -132 1.25 1.4 / 16) / si89 1.4 pats pats 0. )T 0-112 1.5X4 BXg 5X8 5X12 10X10 4X10 0-3-12 u -xi -zszl l.n / v9 1.4 u.z9 B1 3X4 3X4 6X8 3X4 B9 . i1-15 -H ]2-t5 -lift 1.2 1.2f / Slfi / 611.4 1.x5 0.11 0.02 4X10 29-7-0 QO.O.O No. C 72160 Qg-0-0 1 ,26 L t 14 196 17 18 19 20 21 23 24 25 " • •22 L1iq CN11. P TYPICAL PLATE: 1.5X3 �� - - �f All cormacbr pbtos are ALPINE Wave 20 ., bee preceNat -H• for H h SbarMh 20 5'ror super OVER SUPPORT AS SHOWN 5ba �° �,�a�,ato Dopg �d"m°adve�pdG Pb� 1/19/2017 268 - Homewood T ,Ss "WARNING!" READ AND FOLLOWALL NOTES ON THIS DRAWINGI Cust: CM CONSTRUCTION Ms l "IMPORTANT" FURNISH 7H)S DRAWNG TO ALL CONTRACTORS DIR: Drive -M h161102LL00008_)00001 ' /� tMlmre gimme mmmne moinr�r 6p,n.mp,.npgq,nmoy w,e brnmg, INCLUDING THE INSTALLERS. xerwmpnd rom.lAe 8mm ealbm,v eea la,Omq cerowlmi - W0: DrivejLh1611021_ 00 seey lNa,lrmtlgrl, Iw TN and wiav mr.dmy p,.mim.pro,mprlwnnydmsnxaipu rne>os.e.imPmat m,.mwmyorm�p gm ecs, umeo Dsgnr: BW #LC - 50 Wr/PLY: 600 !/�'\� R� nota odwddr, mpolore dmg Imw mwoM dmcned mnnmm aiwomm and emmn oleo dw Idr7e a Plopery dmdwd age nolo- la m191e dim." io.pmnmmld hm,ollm,ordawee.d,mlm.eww,g ilmeee pm acBl e,mm,w 132 B7mBio.moPpemNe. A(�N pobmmarm<et e,®md TC Live •20.00 psf LiowDur Lm1.25 P.1.25 A[7 ��[� IIL� 0 1[ll�\\IJI W>�mel,own.H+gw m,dm Ow Jand OemRF Woe lmmdmMwbe. TC SnOW(Pf)• 0.00 psf SnowDur L=1.15 8+1.15 AAaI.,•alddwarlw Bzastio cmmmverwmmbc Nee lol ba,aememle ra o9dmene MhANSVIR 3.mfm hedd0p, hwRgmm,owm. mr7d•rhnihn M1mnllbtrwYm, mn fo0wmmo3 oe rmem TC Dead 12.00 psf Rep Mbr Bnd / Gwp / Tens AN fTW COAD'ANY ohpphp,beMeUma Asea/ on tlds d7awdrrp orcowrp4lgs /)elirrg fhls dmwgrp, Oldlcs0)a eccepter7ce afprodieefonal orrpesarOp rsepmnemDiy BC Live 0.00 psf 1.00 / 1.00 / 1.00 1810 N i7nxwew PRw3•-07edprxalATXl4ed INAU& M Ow doalgn mown. Th. suMmiallfy and use al Mb d-WM wanyefrwclmd is dlorempho aWy offle 8u0dblg Des3gnerper ANSYM l sem2 BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.21 _ f°"m°"m"°1°"'°°m"ph'•gow°°"d °"°°maw Awx6: Tn: wrrw SCd: Bldg Code: CRC -2013 DEFL RATIO: L/240 TC: L/24 / 1 9 Job Name: STEVENS' Truss ID: A02 Qty: 2 BRC X-LOC REACT SIZE REQ'O TC 2x4 DFL al 6 Btr. Wb bracing required at each location shorn. This design based on chord bracing applied 1 0- 2-12 1999 5.50" 2.13" BC 2,6 DFL Ii ® Refer to &SI for proper required lateral Per the following schedule: 2 39-10- 4 3583 5.50" 3.82" 3 47- 9- 4 75 5.50" 1.50" WEB 2x4 DFL STANDARD restraint. For alternative web bracing, - 2x4 DFL I1 6 Bir. 22-12' ee ITMBCL's standard details. max o. c. from to TC 24.00" 9-30-15 11-11- 4 MAX DEFLECTION (s an) L/999 MEM s-6 (LIVE) LC 40 pestgned per ANSI/TPI 1-2007 Plates outside the truss perimeter ar •' 7C 14.00" 36- 1- 9 38- 1-15 L. -0.47" D. -0.58" 7. -1.05" Fabrication Tolerance . 10.0% designed for the location shown only. Bearings designed for an FCPery value of the Trim to match profile if necessary. UPLIFT REACTION(S) : Support CA.0 Wind Non-Mind 3.ml Loc.,I., Jesse oP the truss chord lumber value or Xcr (creep factor) 2.00 1 -155 lb . 1 0- o- 0 v 19-ss- 1 2 6- o- 0 11 .z- o- o e- o-u ss .a- o- D W. D- 0 M 0- 0- a 625 for all bearings. Refer to loin[ QC Detail Sheets for - IRC/IeC cross late values are based factors and Rotational Tolerances. P C4 testing and approval as required by IBC 1703 Loaded for 10 PSI non-concurrent BOLL. 2 -196 lb 3 -298 lb -399 lb ' HORIZONTAL REACTIONS) S u-ss- 1 v e- 0-u 6 16- 0- 0 v ss-ss- . .' and AN I/TPI and are reported in ESR-1]18. Mark all interior bearing locations. Drainage be interior suDPort 1 200 1b ' 7 io- a- o v 16- o- o shall D ovided to avoid pondsng. Install support(s) before erection. PLATING BASED ON LPEEN LUMBER VALUES. 4 Continuous lateral trains attached to suPDori 3 200 lb This truss is dent ed ' Ing the e 21- a- o zo 11- o- o 9 2a- 0- 0 21 12- o- 0 20 psf Live Load applied to bottom chord in Plai TC as indicated. Lumber shall be 9 ASCE7-10 Mind Specification m ]2. 0- 0 23 36- 1- 9 accordance with IBC/IRC code provisions. structural grade. Brace 0 24" 0.c. unless' Bldg Enclosed .Yes, 1- 9 23 39-11.1 v 1a- D- 0 .a- . noted. , Tru55 Location .Not End Zone. @ITIGL ME. n o- o PoRLES: Exp Cate or c 9 Y R cores. 1-1 -sss5 0120.. / TENS. OUR l.zs / J0a ouR. LW a[ 0.70 • Bldg Length . 40.00 ft, Bldg Width . 30.00 ft Mean roof height . 15.51 fi, mph 110 2-3 -5119 -1113 1.23 1.23 / 279 / 290 1.60 I,W 0.x5 0,22 Occupancy Cate 0 II, Dead Load . 12.0 of 7 p ♦-s -SI21 S-6 •5923 1.15 1.25 1.60 D. S6 - DCsi gned as Main ind FOS(! Resisting System - Low-rise and Components and Cladding 6-1 -1919 I-a •1919 1.25 1.25 / 109 / 210 1.60 1.W 0.21 0.12 - - - - Tributary Area . 96 sgPt 8-9 -"18 9-10 -1717 1.25 1.25 / 213 / 200 1.60 1.60 0.1t 0.10 - - m-11 11-12 -92 1.60 107 / ]20 1.60 1.25 O. I6 0,11 1 L2-Il -m1 1l-I. -101 1.60 1.60 / 2987 / 1096 1.23 1.25 0.69 0.11- - - ' 11-13 -177 1.60 / 2613 1.25 0.6161 - • BC GONP. OUR. CSI ' 16-17 -x65 v-la -1W 1.60 1.60 / a103 / ta24 F211 1.25 0.93 0.11 - , 9.10-159.10-1s - 1 �4 1a-19 as ]9-i0 1.W / saw / 1132 1.zs 1.23 a.1 0.51 7 - 1 2 3 5 6 7 6 9 10 11 12 13 14 15 10-21 / 1510 21-12 -4s 1.zs / x11 2z -H Lzs 2011 Lzs se 1 o..9 0, 3� ' .50 14 860 -- -8.0 �+ -3.5 .. - - •i1f7 / 0. 1.16 va Ow. Du¢.)/ TENS. OUR. CSI 516 1-v -112 l-1) -I1 1.x33))/ 1.2S 76 / b 1.60 S: '0 1.W 0.01 1-11 -13 1.60 / ... 1.x5 0.23 7X8 3X6 4-la -70 S-18-801 1.60 1.25 / =I / 74 1.25 D.19 1.60 0.12 I, -1006 6-19 -1011.25 1.25 11. LW 0.91 1.65 1.55)(4 1.5X4 7-29 -172 -1.19 1.60 1.25 / / 2111 / »l 0.0 1.25 0.9a LW 0.S1 11.OS 5X14 8X8 - •. 11.5-7 , 8-10 a-m -ss9 1.60 / vw .2S 0.71 1.5X4 6X12 5X8 1 5X4 SHIP ., 9-20 -117 9-21 -260 I. W 1.25 / 111 / 19 ... 0.06 1.W 0.I0 1.5X4 1.5X4 N-21 -252 1.21 / ll2 1.W 0.12 4X14 3X8 • u-21 ii U1 11-2x -]e6I v-1z-3611.W 1. W 1.25 / m9 / 111 / za10 '1 0.63 LW 0.2fi Lzs o.5s s 0-3-12 • 5X6 3X6 5X8 BXB 8X8 4X8 D-3--12 , 12-23 -23611.15 ]]-23 - 91 1.-23 -leg I. 1.25 / 167 / SI / 111.W 1.W 0.12 1.W 0,06 o.56 10X16 , EllW: 82 83 W:508 39.10.4W:508 W:508 T. 71 R:1999 R:3583 R:75 -y�, �. U:-155 U:196 U:399 48-M ' A • 16 17 18 19 + 20 21 22 23 24 1 No. C 72160 CMI. P 9�OFF M oonnocmr plate' are AIPINE Wave 710Bs., n7asa poprLy •M mr N 5-for Btran� l8wa �pl` aema wawa ebmov�oSlim gains Md PhPmmsamwm e�mW wvialap�9 , laam�. 1/19/2017 268 - Homewood T ,Ss '•WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI Cum CM CONSTRUCTION DIR: Drive_•LhM.1021_L00008_300001 l l ^ IMPORTANT" FURNISH THIS DR4N7NG TO ALL CONMCTORS INCLUDING THE INSTALLERS. Thin,,,.mro„m.,,,,m..m2,p�5ua,9w1m,9,,ampnP.9m�em y,m,¢.R,ro,molw smx. memd3.e4amees 3ewmq cw,mm.�2 aefah 64mn mmr,W7P1 ono v72Tw1 mr rmmv.ramha.2sbrm2w4am9p nw4w]mina.. em,omenm ,Arno eurmorml•9 ip Pweal. umoe W0: 9rivej4_h1611023_L00 Dsgnr: BW ALC- 44 WT/PLY: 401, !�/'�\ E nmea a9wlwb, mD mv0 wwO tm+e PxNwM mame4.aueevm Mma4m one mc4 nW +a • PrtVmM opomea ebM aeYi. laratbneml0rni ARRb9e.mameln TC Live 20.00 psf TC Snpw(Pf)000sf__..rL1.15 LSiveOur L=1.25eSo.Move. P=1.25 P-1.15A5FO ANsv2F2 TC Dead 12.00 psf Rep Mbr Bnd /Comp /Tens ANrtw COMPANY od°4,,,®w„ny, Lornmamm, et ,u amwrgmw... Aam3on Nm mewhp orloverpege Dem2g Vile erawby'hw..ma °!c°pt--1 promdonel anghuving-per-mew BC Live 0.00 psf 1.10 / 1.10 / 1.10 semNo7a.rawPA.y. c7wa2ne1A TX 1Wa0 sourly for V2o daidw,shown. Tiro eullabgiy and uss of this mewing par Any seucture 24 ft. respo-Lbi yatVm euumllg BC Dead8.00 O.C.Spacing 2- 0- 0 Doalgr2erper AN9pTP11 -2 Psf TRUSPLUS 6.0 VER: T6.S.21 AIpINE: F"'nO h1'"�1i ieO tld'1'°>•°"w°1"m.'°°oa.'6 u2m •moo Bldg Code: CRC-2013 vrtCA:mft�ix DEFL RATIO: L 240 TC: L 24( / 1 .. 4 Qty: 2 r • r This design based on chord bracing applied•• ' Job Name: STEVENS Truss ID: A03 Qty: 2 BRG X -LOC REACT SRE RE 'D TC 2X4 DFL I1 a Btr. web bracing required at each location shown. This design based on chord bracing applied•• ' 1 0- 2-12 1999 S. SO" 2.13" 2 39-10- 4 3583 5.50" 3.82" BC 2x6 DFL I2 ® Refer to SCSI for prober required lateral WEB 2X4 DFL STANDARD re9trafnt. For alternative web bract nq, per the following schedule: max'o.c. from to 3 47- 9- 4 75 5.50" 1.50" MAX DEFLECTION (s an) 2X4 OFI1 G Bir. 22-12 see ITWBCG's standard details. FaDritati0n Tolerance .20.0% Designed per AN57/TPI 1-2007 TC 24.00" 8-]1- 8 ll -ll- 4 TC 24.00" 36- 1- 9 38- 1-15 L/999 MEM 5-6 (LIVE) LC 40 Xcr (creep factor) .2.00 eearl ngs designed for an FC r3- value of the UPLIFT REACTION(S) L. -0.47" D• -0.58 T. -1.05" Refer to Joint gC Detail sheets for lesser of the truss chord lumber value or - Support C2.0 Wind Non -Wind 105nr Loclrims 1 0- o- o v Z fi- o- a 1 Cq factors and Rotational Tolerances. 625 for all bearings. - Loaded for 10 PSF non -Concurrent BCLL. IRC/19C truss place values are based • 1 -142 lb 2 -163 1D _ x- o- o 3 e- a -U is :a- o- o Mark all interior bearin locations. testin and yy gg approval as required by IBC'1703 Ins tall 'interior upport(s) before erection. and ANSI/TPI in ESR -1118. 3 -2981b -399 lb HORIZONTAL REACTIONS) 30- 0- 0 ss o- o- 0 s u -U- 1 v e- 0-v 6 16• o- 0 3e u -u- 1 , and are reported Continuous lateral restraint attached to Drainage shall be provided to avoid ponding. .. support 1 200 lb ' ] 2 - o- 0 39 16- o- o I 21- o- o m x1- o- 0 flat TC as indicated. Lumber shall be PLATING BASED ON GREEN LUMBER VALUES. structural grade. Brace 0 24" O.C. unless This truss s designed using the support 3 200 10 - , 9 2a-0-0 21 lx -0.0 >0 3!• a- o v 36- 1- 9 Oted. ASCE)-10 lrf nd Spell ficati0n 20 psf Live Load applied to bottom chord in Bldg Enclosed . Yes, U3 - 1- s xl i9 - u- 1 » 36- o- 0 z. e- 0- o MESmE0. fOSCES: accordance ri th IBC/IRC code provisions. Truss LOwtfon .Not End Zone P gory COC Ex CateCRITICAL R COMP. 1-z )/ TENS. Dos. CST 0.10 Bldg length . 4.00 ft, Bldg Width 30.00 ft Mean height ft, , ' -ssss 1-1 -5219 i.2s 1.25 / is1 / 1x6 3.60 1: ow 0.x3 roof . 15.51 mph . ll0 OCCupanty CategoryY II, 0¢ad Load 12.0 3-1 -s21s 1-3 •1111 1.0 1.x5 / z» / 265 i.6o o. zx 0.36 psf' Desi nee as Maln Wfnd Forte ResisNn 5 tem ' 9 g Ys ' S-6 -3925 1.23 / 190 .60 1.60 0.11 - Lm -rise and Components and Cladding ' fi-) -3919 ]-a -v/9 1.23 1.25 / 281 / 203 1.60 O.z1 1.60 0.12 THDutary Area 96 sgft a-9 -16)6 9-s0 •1111 1.21 1.x3 / ZO6 / 193 L60 0.11 3 L60 0.10 10-11 -17e6 11-12 -90 1.x3 1.60 / 99 / 3x0 1.60 0.16 1.25 0.31 Y 11-13 -361 »-11 •160 1.60 1.60 / 296) / 3096 1.23 0.69 L2s 0.6 11-]3 -156 1.60 / 2&U J.2$ 0.613 ' 8[ CNN/ / TENS. pA. Is •' 16.1] -XK{1.603/ 'vae -36321.603/ 0303 1e211. 1.25 0.95 z1 0-n 12-0-12 12-1-9 11-10.15 1 >d-19-zogl.6o / seol 1.25 o.eo __11-10.15 1 ° 3. 1 2 3 4 5 6 7 8 9 10 11 12 13 - '19-20 / 2152 20 1.25 0.31 1.25 o.19 11-x2 Is(1.15)/ 216 21-» -x31)(1.253/ 3a6 1.60 00.16 1.60 0.31 3.b0 1 -0 8.00 ro.Yy '�1.R cls, ps.T -3.5 »-x1-z619IL1.25 / ]ba 1.60 VB COMP. DOR. / TLMS. q1A. UT 5X6 . 2-3) •332 -1) - 3 1.353/ )fi LIS / v 1.60 0.03 1.60 0.01 -11 •x 1.60 / 101 1115 0.x3 7X8 3X6 -la -36 S -3e loos . E0 / II01 1.25 / 63 Lzi 00.19 1.60 O.lx �. s-19 -3006 a-19-30011.zs 1.25 / Tai / u1 L60 0.91 1.fA S: 5X14 1.5X4 1.5X4 I -l9 -»9 ]-zo -1136 1.60 / 2111 Lxs / 1". 1.23 0.96 1.TA a31 1 1-0-$ 6X12 5X6 6� 111 6-20 -iso IM 1.60 / 1)10 1.25 OJl 1.5X4 1 SXR SHIP - 9-10 -Jia 9-21 -268 Lso / 111 1.z3 / 90 1.60 0.06 1.60 0.10 1.5X4 1.5X4 111-21 -132 1.23 / 133 1.60 042 4X14 3X8 1 u-xl • S 11-22 -1069 1.60 / »39 1.25 / Lzs 00.63 1.60 0.26 11212-32 . -IJ/ -» •2561 11.21-1911.zs 1.60 / 2810 N 1.23 / 151 / 31 Lis 0.36 1.60 0.12 1.60 0.06 0.3-12 0-3-12 5X6 3X6 5X6 8X8 6X84X8 61 10X10 62 83 _� S`r✓• P.-- --' 11-» -3e9 1.:s / n 1.60 0.06 W508 39.104 W:508 W:508 T. TqH R:1999 - h R:3583 R:75 LIA42 U:-163 U:-399 J 48-0-0 • 16 17 18 19 21 22 a3 24 No. C 72160 t IT si CIVl1- P 5 9�CF CALIF . StrenBtl t�Ba�� D� e ho'd " � So �B aro po6lWred a6 erlpwn above. SAM gabw 8910 phdea D) av mvsrmp eoucb5rel 016066. 1/19/2017 268 - Homewood T $s ( l "WARNING!"READ AND FOLLOWAL L NOTES ON THIS DRAMNGI "IMPORTANT" FURNISH THIS DRAWING TO Cust: CM CONSTRUCTION DIR: Drive M IiI61102LL00008 100001 ALL CONTRACTORS INCLUDING THEINSTALLERS. rnm. m.mm,ma,eBcst �,ae,q c,,,,9„h.v sa«l0d«memn,pTSM meuvrv4l«meml«sntm pbrmPnrt«nsm nwr r«wDna uhmnm.vm pmd36+«nPnhM'ameYm P«eea. lA69v - 4A: DriveJ•Lh16I102l_L00 Dsgnr: BW ALC- 44 WT/PLY: 408 �n �r� nf� Q �UI�\\�J�ILL�� �mmd anhenlw mo come w0nn.9 omowM msuhee omm6m WrnmMp «ha e9o«n d�«s d;N Imvao «.P9hV daW reR 3ocmM.91,e1,n ml Pwhmn«n Dmw mmobawee. w6im.ow.m,9 Lmm,ec«ecai.emwea,e]«e+o,,o.op�u,. APpr pmeem�r®omw.nm 0^.66"°X`ihm."°e°'°°^6 °^0�°s°°omnmpon•«hwo ^msa+hendm. TC Live 20.00 psf TC Snow(Pf) 0.00 psf LiveOur L-1.25 N1.2S SnowDur Lal. 15 P.1.15 Amsha. ahNwha mw ew5sq conm«mm. amw oho -.n60 n« en �«maln 1« w mrwmn h9nh u6.snwhia, 6MT 16avOm Wm m9 «mm AN.wmi +.«r«bhmq,.nmon9, TC Dead 12.00 psf Rep Mbr Bnd / Cornp / Tens AN /TWCOIPANY ,eeh«.6�pawae. A. -Ion Oft drwft orcow papaft BC Live 0.00 psf 1.10 / 1.10 / 1.10 2emAt olartswPAwY an�-m Tx7aoso antDb ofOd. ling fir any panda/ Is V rosponswUl atthaafik ft coapts IS TDo ou/dDDiry and use oltlW mewOgsor any 90ucWnfa th rmpoldMuyofMo eoDmnq .signor par Dal@lorpmANBVIW / Soa! BC Dead 8-00 psf , O.C. Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.21 w««N sd«nmw mmWpe. a«wn9m Pea9m a0m..m wez : A2pmE-Ta;-3vTGnxz Bldg Code: CRC -2013 DER RATIO: L 240 TC: L 24 - (s an) L/999 MEM 4-5 (LIVE) LC 40 Fabrication Tolerance . 20.0% Designed per ANSI/TPI 1-2007 Kcr factor) 3 -157 lb -233 lb L- -0.40" D. -0.51" 7. -0.91" (creep - 2.00 eeanngs designed for an FCPorpp value of the Refer to Joint OC Detail Sheets for lesser of the truss,chord lumber value or HORIZONTAL REACTION(S� support 3 -151 lb l9inT 1«4T1«1 i Cq Factors and Rotational Tolerances. 625 for all bearings. support 3 -151 lb o- o- o ss ba -o- o 2 6- 0- o v o- o- o Loaded for 10 PIP on -concurrent BCLL. IRC/IBC truss plate values ora based on Thi truss is desi ed using the gn 1 e- 1-12 Mark all interior bearin locations, testi and approval a5 requi retl by IBC 1703 Install interiorbefore ANSI/TPI ( Job Name: STEVENS • 1 14- 1- 4 14 31- 1- 4 s 19- s- 0 ss 19- s- 0 suDPort s) erection. and and e e o'ted In ESR -J118. 20"' Live Load pplie to bottom chord in PLATING BASED ON GREEN LUMBER VALUES. Bldg Enclosed . Yes. Truss location . Not End Zone 6 z1- o- o `u 2a- ]- o Truss ID: 601 y . C ' Exp Category Qty: 11 BRL X -LOC REACT SIZE REO'D TC 2x4 DFL #1 b Btr. Web bracin9 required at each location shown. UPLIFT REACTION(S) 9 Js -121.1 Ia- o- o Jo 4z- 0- o CRITICAL NE2mER FORCES: 1 0- 2-12 2027 S. SO" 2.16" BC 2x6 DFL Ii ® Refer to BCSI for proper required lateral Support C4C Wind Non -Wind ' 2 39-10- 4 3295 S.SO" 3.53" 3 47- 9- 4 1S2 5.50" 1.50" MAX DEFLECTION WEB 2x4 DFL STANDARD 2x4 DFL Y1 b etr. 17-9 • - restraint. For al tc rndtive web b,.6 ng, See ITWBCG's standard details. 1 2 -146 lb -149 lb (s an) L/999 MEM 4-5 (LIVE) LC 40 Fabrication Tolerance . 20.0% Designed per ANSI/TPI 1-2007 Kcr factor) 3 -157 lb -233 lb L- -0.40" D. -0.51" 7. -0.91" (creep - 2.00 eeanngs designed for an FCPorpp value of the Refer to Joint OC Detail Sheets for lesser of the truss,chord lumber value or HORIZONTAL REACTION(S� support 3 -151 lb l9inT 1«4T1«1 i Cq Factors and Rotational Tolerances. 625 for all bearings. support 3 -151 lb o- o- o ss ba -o- o 2 6- 0- o v o- o- o Loaded for 10 PIP on -concurrent BCLL. IRC/IBC truss plate values ora based on Thi truss is desi ed using the gn 1 e- 1-12 Mark all interior bearin locations, testi and approval a5 requi retl by IBC 1703 Install interiorbefore ANSI/TPI ASCE7-10 Hind Spec3fi cation • 1 14- 1- 4 14 31- 1- 4 s 19- s- 0 ss 19- s- 0 suDPort s) erection. and and e e o'ted In ESR -J118. 20"' Live Load pplie to bottom chord in PLATING BASED ON GREEN LUMBER VALUES. Bldg Enclosed . Yes. Truss location . Not End Zone 6 z1- o- o `u 2a- ]- o accordance with IRC/IRC code provisions. Dr y . C ' Exp Category 2a- ]- o v JJ -]0-12 n l3 -lo -v Ja 19-%1- 4 M 1 Bldg Length . 40.00 ft, Bldg Width . 30.00 ft 9 Js -121.1 Ia- o- o Jo 4z- 0- o CRITICAL NE2mER FORCES: - Mean roof height . 15.51 ft. mph 110 Occupancy Catep ry II, Dead load Dsf Designed Main Wind Force Resl System tt cora. WR. / TENS. OUR. Csl as sting -Lar-rise and Components and Cladding i.9 _539s 1.9s % iii 11 WW 0.30 - Tributary Area . 96 sgft 3-1 -1390 1.2S 41 -2958 1.2S / 211 1.60 / J99 1.60 0.42 0.43 • S-6 -2951 1.21 fi-] / 109 1.60 0.2] _2V9 1.25 ]•a -2171 t.J3 / 277 1.60 % 94] i. O.la 0.9) 9-9 -13]6 9 -JO -131 1.60 so / 2291 1.1' O.le - ]0-I1 -lV 1.60 / 2036 1.25 0.19 K com, / TENS. WR. CSI >2 -ll 211 60 / 11]2 1.23 0.95 1J-11 - -188 1.60 / Slla 1.23- 11-]J -]32 1.60 / I100 l.zs 0. ]) 4 11-]b / 15R 1.21 O.Ifi I6-17 -9(1.60)/ 113J 1.25 0.11 V -]a -20]3((1.233/ 169 1.60 0.12 Ja-J9 -1x22 1.21 / 116 1.fio 0.0 181.4 810-12 9-12 Ws DOW. )/ TENS. 2-J3 1.23)/ 61 wv. CSI 0.04 i , 1 2 3 4 5 16 7 IB 9 10 11 ' •260 3-]3 / 431 1.60 1.21 0.1] 1-11 -1011(1.25)/ 61 1-14 / 159 1.60 0.60 1.23 O.21 3.50 • 6.00 -6-D -3.5 ' I.]5 -2312 1.25 / 1]6 Sass 1.I5 1.60 0.98 1 - -JI] / 1)4 s -ss -v] 1.60 / 21sa 1.60 0.3z 1.zs o. ee 6X6 fi-]fi -]03 1.60 / 5J3 ]-16 -330 1.2S); J34 1.I5 O. EI 1.60 0.31 + e -I6 / 391 B-1] -MI6] 1.25 / 111 1.25 0.11 1. so 0.1e 1.5X4 1.5X4 •-2]29 9-]] -119 1.60 / 3596 11 l0•]n au 1.zs / sr 1.21 0.46 1.60 0.36 1.60 o.os - 110-5 SXB 5XIB - 11-5-7 1.5X4 X4 6X8 1.5X4 I SHIP 1 3X8 T - 3X8 3X8 ' 1 . 0-3-12 3X4 4X4 10X10 l 7X8 4X10 0-3-12 B7 3X4:7 83 ` W:508 39.10.4 W:608 T. T�4tj • r R:2027 ' R:3295 RA52 • U.146 U:-149 U:-233 - ' • 48.0.0 ' ' 12 13 14 15 16 17 18 19 No. C 72160 TYPICAL PLATE: 3X8 ST CN11. P q�OF CAUFC AO CorolaUor p7eba ere ALPNE Wove 20 ., rde.9s precWafade ay'IY (or Hqh Stre � 5•tarS�ar ' ��PIeN X10 ° aemmas�. B sae m°wRadodorLw mwlthda p' 1/19/2017 268 - Homewoods lE�i) ARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING/ "IMPORTANT" FURNISH THIS Cust: 04 CONSTRUCTION DIR: Drive -"1611021-L00008_100001 GR4wmG TG ALL CGHTRACTGRS/NCLUo2NG THE°NSTAuERS. lwse.nmar.mmw,w®emr,e�una, emm o.enp4sy,m>mcm,me.Rrnp. R.rwmona lal,. ow mm.amm,a°csi (r ang cmrpmw,n emwr 6ea,nmmn er Tw.,a wrP�U mr.emr]Rm�p,m,mrwrwmma6wl,.wmn.wmw.r.e Pm.Ho mnm�mr W.aoRe. °cs. smm W0: DriveSLh1611021-LOO Dsgnr: BW ,LC- 44 WT/PLY: 3744 . !/�v\ il(1 ��F� nl� o nm.a anmwe. mpdaa wma oars P9Ra4r Rmuma.RvrnPW WwaWp 9nd e9eani dmN Wml imn n wowM mNwns4 ARH omrR. tammm ahem m.Pwnmrwm enwm mem3ad.,m..nm �m..emunR3,mee P.r 2Nzr.Imm,wBa,a]wesD. m,aoR�He. ARrbp�me�r.mmem m,a PotltM®rbna0ow mtlmma lobo DMe6reWrL UN®rm6ee Wenrhe. TC Live TC Snow 20.00 psf (Pf) 0.00 psf LiveOur Le1.25 P=1.25 SnowDur L=1.15 P-1.15 !�/Qllf lll� loll\\��l�l`L�� Ap am,Ra3ddmamvem3wo cwrmwwaa omup 6c.Wwa,ne...ym..R�ww coram adAun n9m ms.ma.aw ww manmbml nr even TC Dead 12.00 psf Rep Mbr Bnd / Comp / Tens ANfTW0OA1PAM• aaNamm�d.M ANSy1P1 i.olm rmn�g, d6wkg,b aawAOWwo.. Aaael on Mb en W2lg or mvorpago Uetlng Mb dnwing, trrdleeba aceepdnn of prolbaNapal4mgD_bV naportalbuw BC Live 0.00 psf 1.15 / 1.10 / 1.10 M. aa.esw -ft". onmawalwq Tr )a0so 4o/e11'for MO dealygrrll�hown: Tba awadHeb antl wo of this drawing brany aJlu4:Me b Me responsibility of MO BulIm2lp OoalmlorporaNSVIP(s3ou BC Dead 8.00 psf D.C.$PBCi ng 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.21 Fw °Pm1°n° °"'6'm. A2JxNE: _ _ •TPR vrtu>mml�nmu>macc:aatal - Bldg Code: CRC -2013 DEFL RATIO: L/240 TC: L/24 Job Name: STEVENS Truss ID: B02 11 BRC X -LOC REACT SIZE REO'O TC 2x4 DFL 11 b Btr. Web bracing required at each location shown. UPLIFT REACTIONS) 1 0- 2-12 304 5.50" 1.50" BC 2x6 DFL $2 ® Refer to SCSI for proper required lateral Support CILC Wind Non -Wind 2 B- 1-12 2510 5.50" 2.68" 3 39-10- 4 2510 5.50" 2.68" WEB 2x4 DFL STANDARD restraint. For alternative web bracing, - 2x4 DFL O1 6 Btr. 3-16, 19-11 see ITWBCC•5 standard details. 1 -171 lb -66 lb 4 -171 lb -66 lb 4 47- 9- 4 3D4 5.50" 1.SD" TIE BEAN 2x4 0 STANDARD Designed per ANSI/TPI 1-2007 NORI'LONTAL REACION(S) . MAX DEFLECTION (5 ) : L/999 17-18 (LIVE) LC 86 ATTIC WR 2.4 OFL STANDARD Fabrl cation To - 20.0% r support 1 -151 1b IEN L. -0.27" D• -0.24" 7. -0.51" STR BLK 2x6 DFL 02 Bearings designed for an FCPerp value of the Kcr (creep factor) .2.00 lesser of the truss chord lumber value or support 1 1S1 lb This truss is designed using the loins i«asionl Refer to Joint OC Detail Sheets for - 625 for all bearings. ASCE7-10 Wird Spec+fi Cation 1 0- o- o u Q-7-7 2 fi- 0- 0 11 1e- 0- 0 CCqq factors and Rotational Tolerances. a Attic room toad 45 Dst, plus any added 4 INC/IRC 7 Bldg Enclosed -.Y,,. - 1 e- 1-u a o- o- a 1 11- 1- 1 u e- 1-u truss pate values are based on loads irdi rated. Room LL Def/. L/360. testing and approval as required by IBC 1703 Loaded for 10 PSF non -concurrent CLL. Truss location Not End Zone Exp Category e C s u- )- 1 is 1�- 1- 1 6 31- 9-31 v 19• 1.- 1 d ANSI/TPI and are .ported in ESR -1118. Mark all interior bearin locations. One of cross bridling ((X-bracin be Install interior 9( before Bldg Le th 40.00 ft, Bldg Width . 30.00 ft rrilgg 7 za- o• o )1 xs- -u a ut red at centerline f g)NDSY Attic collar tie support r q ess)i es aint Occupancy Catego •IIS Dead.11 tLoa. 12 OOpsf yy a xfi- l- I 19 )3-a1-11 9 2h a -u 20 -LI- 1 PLATING BASED ON GREEN LUMBER VALUES. horn Plus bracing at the panel points Of Designed. as Ma)nrMi nd Force RGsi sting System ; ,9 ID u -l0 -u 11 e- o- 0 Not d.si ned for attic storage unless tfie ollar tie (unless no c otheM se), -Low-n se and Components and Cladding 'u 19-10- a 12 21- 0- 0 TJtITICAL "ER -(Es: noted Ot erws se. � or rigid sheathing is required. Tributary Area . 96 spit ' TENS. (aa. CSI C" Attach the horizontal block to - ' ----------LOAD CASE 11 DESIGN LOADS ---- ----------- -x96 2-3• -x90 1.603/ 1.603)/ )075(3.253 o.3x v91 1.xs o.1a the bottom chord with 3x5 plates 1 installed 24.0" OT r Dfr L. PIf L.Loc R. PIf R.Loc LL/TL TC Vert 80.00 - 1- 6- 0 80.00 0- 0- 0 0.50 4-1 -Idea 1-s. -zau 1.2$ 1.x1 / 0.29 / 0. iz • TC Vert 64.00 0- 0- 0 64.00 19- 3- 4 0.62 I-6 611 6-I -1a 1.25 1.x1 / 0.11 - ' - TC Vert 84.00 19- 3- 4 84.00 19- S- 0 0.48 TC Vert 84.00 19- 5- 0 84.00 28- 7- 0 0.62 ' 7-9 - N 1.15 / 0.01 / 0.05 �� TC vert 84.00 28- 7- 0 84.00 ZB- 8-1I 0.48 e-9. -6u 9-10 -2111 ]p -ll -Ide1 1.25 1.25 1.21 / 0.0 / 0.x2 / 0.2e , _ - 7C Vert 64.00 28- 8-12 64.00 48- 0- 0 0.62 TC Vlrt 80.00 OB- D- 0 80.00 49- 6- 0 0.50 11-I1 -190 12-u -29fi 1.60 1.60 / II1(ci.2s 0.11 / IOu(1. zs3 0.12 BC vert 16.00 0- 0- 0 16.00 19- 3- 4 0.00 BC Vert 106.00 19- 3- 4 106.00 28- 8-12 0.75 1 BCS s 1.xi % %Flit o 265-9 _ BC Vert 16.00 28- 8-12 16.00 48- 0- 0 0.00 V 20.00 19- 5- 0 20.00 28- 7- 0 0.00 u -u -1101 Lu/ las0) / 1.96f 0.31 0.1TCVert0.0 .Type... lbs 7(.LOc LL/TL FastenerI6-u 0- 2-1Z 1.00is) 0.97 00.91BC TC Vert 0.0 47- 9- 4 1.00 Vert 69.6 19- 3- 4 0.00 BC Vert 69.6 28- 8-12 0.00 0 0.36 1 1 1 2 3 - 4 5 6 1 8 9 10 11 12 13 Is oXw.fow. / 1 C5 2-u 1.15ii/ 71(1.60) 0.03 . -ss-z1u21.zsS/ o.ie 3.50 8.00 -8.0 0. 3-]6 / x6e7(L 21) 14 a -ib -1371(1.23)/ 0.32 1-17 -80(].60)/ 111 160 0.11 3X8 5-31 / 6fi11.00 0.34 9 -la 6611.60 0.31 TI - / ]0 -la -60(3.60)/ JIa 1.60) 0.34 1.5X4 1.5X4 + T . 3v1(1.is)/ 0.32 11-39 / 26841 2S) 0.t ss -SO 0.14 I 5X8 5X8 , I •Nus(1.33 / u -x0 139(1.21)/ 71(1.60) 0.05 5 n taw. / TENz.(aa.) C52 11 s -u -uaa 1.xs3/ 1.m h5 5X6 6 5X6 1.5X4 11-5-7 - 22-9 -Ua9 2:25 L:w 6� 7 AY Caw. / TENS. Ola. CSI 6-12 -139 1.2's;/ 11 1.w o.oz 3X6 3X8 HIP1.5X4 IS 12-7 / 115 1.xI 12J -1)9(1.11)/ u 60 o.w 0-3.12 3X4 4X8. 7X8 7X8. aX8 = D-3-12 T. . 81 82 3X4 B3 B4 W:508 8.1-12 W:5D8 39-10-0 W:508 W:508 R:304 0 R:2510 R:304 R:251 ' - U:-171 U: 7091 70#1 U: U:171 19-5-0 l 48-0-0 .. No. C 72160 • - 14 15 16 17 - 18 19 20 21l . ♦ OVER 4 SUPPORTS •9Civ AD segeapma meo advai wmo2ema Ra�tcww_Pa�ateG w "Wlawn Bbo'79. 8hm galxG Gard pal0amavgd .vGdaP m+ml �mpbOaG. 1/19/2017 268 -Homewood s -WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING! M IMPORTANT" FURNISH THIS DRAWING TOALL Dust: Cust: CM CONSTRUCTION OrivP_PI_h16ll02 L_L00008_]00001 ^' CONTRACTORS INCLUDING THE INSTALLERS. !. 1moa. m9Wsmmwn mwm(GWkmbp. ae�ip,dbpYp, htloM1p and baLp. Rmmmmtl loDwr Nelmetl e6NmmBC61 D)u6�np twrm«an+ gmaO b4ioNko. q Ta ma wru)mrelmrpmem Pv WOn"o"me.eh.minn mm0w.wm pG.Ese mnwmrr emaoger eta. u�. WO: DrivQ Jq_h161112LL00 Dsgnr: BW ALC- 88 WS'/PLY: 390 nmee oa.wl.., mp cllwa Cao n... Pro9or37 amdwa.wmvW ewemsm w bumn mwm elm no.e a w99awr maws rme oeaq. sommm em.n �Qf� 13� I`IL_� _ �lJj\\\J� AL kw pwmm�em mmw �m.wm.ee.emlm�m bmmro omme4 P.recst eemt.,,Ba, e7wB+o. e. m+000,er. A9gr Pmmem�ln mmmaw one w'm°nm.+mrmae.....eana.zmxpmm.r.wn.lmlo�wme.m.lw6.. TTC C Live 20.00 psf (Pf) 0.00 psf LiveOur L-1.25 P61.25 SnowDur L=1.15 P=1.15 Apiln,. abbsmarsw sears Oenmwwnm ororm bm,. e�m nmmr�wmmkwwweeemmnzmm aiWaaw4S mrrrmoem Wa+mobmm TC Dead 12.00 psf ReP Mbr Bnd /Comp /Tens AN ITW COMPANY amammo Mh ANaI2R 1. h-ndMv, e49pbm,bmmmw.a ba9bgmbGm. -Aamlon Osh drawhg Or4rovwpoge lfafbp fNa arsWng,hdloetas oCCepNnco oflMmlbsaonal engbroM7ry roaponasNgy , BC Live 0.00 psf 1.15 / 1.10 / 1.10 N. aeeeswA4• ona,d 'a ft n T5as0 so/ ;*Ibr design ahown. 7hO ardfaWllDr ane usa of tlea d7mm'OW aV Olry e0wearo 131M 3vapmmWL19Y of rho BUIT&W Doalgnar per ANSYM f S-2 BC Dead 8.00 Spa O.C. Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.21 Bldg Code: CRC ALPINE:,A: •1vrm1:xc: -2013 DEFL RATIO: L/240 TC: L/2401 1 Job Name: STEVENS Truss ID: B02B 1 BRC X -LOC REACT SIZE REQ'O TC 2x4 DFL 01 6 Btr. Web bracing required at each location shown. UPLIFT REAC7ION(S) : 1 0- 9- 4 315 18.50" 1.50" BC 2x6 DFL B2 ® Refer t0 BCSI For proper required lateral Support CBC Wind Non -wind ' 2 •3- 3- 4 191 3.50" 1.50" 3 S- 0- 0 51 3.50" 1.50" WE8 1z9 DFL STANDARD restraint. For alternative web bracing, 2x4 DFL B1 6 Btr. 3-16, 19 -ll see ITWBCC's standard details. 1 -212 lb -138 1b 3 -4 lb 4 6- 8-12 -2 3.50" 1.50" TIE BEAM 2x4 DFL STANDARD Designed per ANSI/TPI 1-2007 a -99 lb -122 lb - • 5 8- 5- B 2512 3.50" 1.50" 6 39-10- 4 2524 5.50" 2.69" 7 47- 9- 4 290 S. SO" 1.50" p77IC MB 2x4 DFL STANDARD I Fabrication tolerance .20.0% ST0. 8LK 2x6 OFL #2 Bearings designed for Fc Perp value of the 7 -182 lb -87 16 HORIZONTAL REACTION(5)) MAX DEFLECTION (syan) Kcr (creep factor) .2.00 lesser of the truss Mord lumber value or Refer '' support 1 -491 lb L/999 MFM 17-18 (LIVE) LC 86 to Joint QC Detail 5heess for 625 for all bearings. factors Rota[i Tolerances. Attic load los support 2 -635 lb L. -0.27• D. -0.23" T. -0.50" and 007239/ room - 45 sf, any added D y '^C/IBC truss plate values are based loads indicated. Room LL Deft. is L/360. support 5 973 lb This cross fs design using the loioc 1«+tiros 7---o 'testingg and approval as required byy IRC 1703 Loaded for 10 PSF non -concurrent BCLL. ASCE7-10 Nind Specification 1 0- o- o u 41- z 6- o- o v 4e- 0- o d ANSI/TPI and are eported in ESR -1318. Mark all.interior bearing locations. Bldg Enclosed .Yes, 13 e- 3-u a o- o- 0 u- 1- 4 One ow of cross bridging (X -bracing) may be Install terior suppor[(s) before erection. fired i f lateral Tru location . Not End Zane 1s e- 3-u 5 19- 3- 4' 16 v- 1- 4 yy centerline NDS. S Attic collar tie requires restraint PLATING BASED ON GREEN LUMBER VALES, sham lus bracing at the panel poinss of Exp Category - C Bldg Lenyth . 40.00 ft, Bldg Width - 30.00 ft 28. 8-12 Not designed for attic storage unless the co lar tie (unless noted otherrrf se), 9 noted of erwise. is r f g mph 110 Mean m height . 15.51 ft, Occupancy Wtegg II, S 19 13-10-u 9 28- 6-11 10 39- a- 4 .or rigid sheathing required. 'Attach the horizontal block to yy Dead Load . 12.0 psf Designed ds MdinrWi nd Force Resisting System - m 39-10-u 21 48- o- 0 ,the bottom chord with 3XS plates - - Lar -rise and Components and Cladding 11 l9- e- 4 1x N- 0- o C1ITIGLL NFNBE0. POKES: installed 24.0" Ox Tributnr Area . 96 s ft Y Sqft tt OONP. i-2 "I 1.60 / TFNS.(aa. CST / U), if 00.x6 - , __________LOAD CASE it DESIGN LOADS ------ __ Dir L.Plf L.Loc R.Plf R. Loc LL/TL 1-1 3921 1.60 3-4 4-s -2147 1.25 / uS1 1.x5 0.43 0.x6 / 0.1t • • . TC Vert 80.00 - 1- 6- 0 80.00 0- 0- 0 0.50 TC Vert 64.00 0- 0- 0 64.00 19- 3- 4 0.62 S -s 6-1 -4es 1.is o.0 / 0.04 TC vert 84.OD 19- 3- 4 84.00 19- 5- 0 0.48 TC Vert 64.00 19- 5- 0 64.00 28- 7- 0 0.62 7-8 -186 l.ii e-9 9 -la -x119 1.23 / o.05 0.30 / 0.x1 ' TC Vert 84.00 28- 7- 0 84.00 28- 8-lI 0.48 - TC Vert 64.00 78- 8-12 64.00 48- 0- 0 .0 .62 39-u -1804 1.2s u -u -1521161(1.15) / o. zs 0.41 ' TC Vert 80.00 48- 0- 0 80.00 49- 6- 0 O. SO BC Vert 16.00 0- 0- 0 16.00 19- 3- 4 0.00 u -1l -161 1131(1.25) 0.31 BC Vert 106.00 19- 3- 4 106.00 28- 8-32 0.75 " a< caro. / TENS. 14 -ss a l.zs22/ 0Flil'21;wl csl o 0.v ,- 1¢1-4 9.1412' 9-10.12 t¢t-4 1 2 3 4 5 6 7' 8 9 10 11 12 13 8C Vert 16.00 28- 8-12 16.00 48- 0- 0 0.00 5'-9 V 20.00 19- 5- 0 20.00 28- 7- 0 0.00 ss -16 -13ss 1.zsS/ la40 u -v / v79 O.le .94CVert .Type... lbs X.Loc LL/TL Fastener 0.0 0- 0- 0 1.00 -1e / >nsas / lav5 00.97 0.91350 8.00 -8.0 -3.5ss-x00 TC Vert 0.0 47- 9- 0100•19 -10x9(1.25)/ 211 0.13 BC Vert 69.6 39- 3- 4 0.00 10-x1 -1066(1.25)/ 164 0.26 3X6 BC Vert 69.6 28- 8-12 0.00 ks CONP.(DUR. / Till,I '.) CSI 1-13 -x91 (1. x33/ 608.60) 0.03 ..1.5X4 4 1.5X4 T . 4I -IS -2111 1.25 / 0.11 -16 / 2670(1. zf) 0.31 5X8 5X8 ' 6 -1119(1.15)/ o.N t 1 -U 49(1.60)/ 411 1.60 0.11 I S•v / 6341.00 0.31 9-18 / 639 1.00)3 o.31 200 0.90) 0.11 115 , 5X6 5X8 11-57 ]a-19 -1116(1.25)/ 0.31 11.19 8X8 6X6 7 I SHIP ' / 2597(1.15) 0.31 u -z0 -2ns(1.zs)/ 0.:9 1.5X4 - 5X6 1.5X4 U-20 -3a(l.zs)/ 72(1.60) 0.06 3X6 3X6 1 TENS.DXm.) CSI s -z1 1394((11..825 1.90 22-9 -1196(1. ti))/ 0.97 s 0-3-12 3X4 4X8 7X8 IX8 4X8 3 4 a: D -3-t2 mac, mvi 1.z's)i '4i((1q.Ip60)) 0ssaz B6 B7 8 -SB 39.104 QFo"'^•"7 �y.T. Tgxy • 333(1.153 0.14 22-8 -//9(3.25)/ 43 t.60 0.02 II 73 0#j 70#1 tg.S.Q 4 •_ No. C 72160 14 15 16 17 4&0-0 l 1e 19 20 21 l _ - OVER SUPPORT AS SHOWN 4 �• Civil- IVILOF Al CDMBCNIplates are ALPNE Wave ZO pa., unless praaMB by -K br M1ph 5 20 ga.,'6v tea°°` Sbenpth i8 ga. Plates am m be John DedO Report ChdM dates and felao hheemmas OFC Uf posttbned pa Bra posNaiaO as e2wwn atxws. SPon gaM> a0r0 pfattos to avoid wahp wbh Nu00as1 plans. 1/1912017 268 - HomewoodT�y$s (L/al "'WARNING " READ AND FOLLOW ALL NOTES ON THIS DRAMNGI "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Cust: (M CONSTRUCTION DIR: DrivejLh1611021 L00008_100001 ln®. WWdmm mby Twed WrCA)WW*Pmm13wp4Wp ft OwxNpdMa lMOAxrNd mariw mammmTbnd,q r,r ace, IAaov WD:!/Drive M -h16110 2 1-1-0 0 Dsgnr: BW #LC- 88 WT/PLY: 39C �\ r11� newe aNm4e. mp m,or4 Nwo norm mwwN sO Jw441nduw tl,mebm and beacon dv4 aW Mreo mtarA ebamee NN 9r8m• IArAbm rhown ar pmnmpanea.t macaw w,.ee. umo/rove o ap Nma.e pe aee.m n8T>Big,mm�pt ur. Apprypms ft-oi-oro TC Live 20.00 psf LiveDur L-1.25 P61.25 �(7 ��r� Q ILIA C] �Lll�\\�1�1'L�� w+cone.ho•mabo+•memo.lmsOmmmPon.,m`mm4mer.ra. TC Sn0w(Pf) 0.00 psf $ngwDur L=1.15 R=1.1S Apbw,eaSAeonoz my amelm cwimvwrm omme,w Nm,m eo,mW,.�elm.ryydmbn 0mn 6dama.kq, mn roap.me�m uo amb mord .cow ANSVIN 1. w for lmndam, a*,bV. hoododwr 6 br9skq comm... TC Dead 12.00 psf Rep Mbr Bnd /Comp'/ Tens ANITWCONPANY wedmam�Mbp'NMfrafe°B°rnpr0rrce of proAlaslonolmpb3aaMermpmwlw2ry BC Live 0.00 psf 1.15 / 1.10 / 1.10 L2a N. GrmrsWAM• Dredprmwl TX 7saso so�yb anal, a,._coTxPo�61ddDD2 dm�r3a DOWlarxvWANSYTflt8ec.2 mswxrg worry BeVicerry fs 0w raspona1010ry Nrhe BuDtmlp BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.21ap°p°°"4 AIAINE: -,a: -WICA -N% Bldg Code: CRC -2013 DEFL RATIO: L/240 TC: L/24 1 Job Name: STEVENS Truss ID: D01 Qty: 12 BRO X -LOC REACT SRE REp'D TC 2x4 OF 01 6 Str. Designed per ANSI/TPI 1-2007 UPLIFT REACTION(S) : 1 0- 1-12 400 3. SO" 1.50" SC 2x4 DFL 01 6 Btr. Fabrication Tolerance . 20.0% Support C4C Wind Non -Mind 2 7-10- 4 400 3.50" 1.50" MAX DEFLECTION (span) : WEB 2x4 DFL STANDARD Bearings designed for an FCPorp value of the. Kcr (creep Factor) lesser lumber 1 -77 lb lb L/999 MEN 1-2 (LIVE) LC 1 L. -0.01" 0. -0.01" T. -0.03" .2.00 of the truss chard value or Refer to Joint OC Detail Sheets for 625 for all bearings. 2 -77 This truss is desig ed using the loin[ io�a.ims - CQ factors and Rotational Tolerances. IRC/IBC truss plate values are based on Loaded for 10 PSF -concurrent 8CLL. testing d approval as required by IBC 1703 ASCE7-10 Mind Specification Bldg Enclosed . Yes, =01 - o- o �- o- o o- o s a- o- o PU7INC BASED ON GREEN LUMBER VALUES. • and aNSI/TPI and are reported in ESR -1118. Not designed for attic storage unless Truss Location .Not End Zone Exp Category . C MuetK pmt; noted otherwise. i 81d9 Length . 40.00 ft, Bldg Width . 30.00 ft I tv -F1 Ttxs. cit 1-2 -366 1.25 / 6l 1.60 0.09 - • Mean roof height . 11.51 ft, mph 110 Occupancy Category II, Dead Laad . 12.0 psf 2-1-l6e(d1.R25)/ 63 ..60 0.09 • Designed as Main Ifi nd Force Resisting System K 110* TDSiJ"1.ji C and Cladding 6,)l 0ott 3-61 :2 2((1.60))/ 251 1.21 0.09 _ Tri but ryseArand ea bponents at COKP. CDUR.); TP156l 2X5 tD1 1sT 0 . 4-0-04-0-0 • i1 r2 3� r • 8.00 - -8.0 3X8 . 5 3 • - SHIP ' • 2X4 2X4 - 015 0 -5 1.5X3 62 a • r W 08 08 R4 : R:400 RR:4 : U:-77 n , u: -n BOD • No. C72160 �4 5 6 _ (NII. P 9�OF apt M cannactm parva aro ALPNE Wave 2D .. Neo ryece0a0 -H• for M Str 10 5' for 6uper 1/19/2017 268 - Homewood Truss ARN/NG/ READ AND FOLLOW ALL NOTES ON THIS DRAWWNGI Cust: CM coN5TROCTION i�A% *� IMPORTANT" FURN/SN7FOSDRAW7N0TOALL CONTRACTORS INCLUDING THE INSTALLERS. MR: Drive..M..h16ll02LL00008>00001 Tmam m9Wa a-mmr hfi-Q. �. ditkV h-ftV mtl macro. Rmw m mW m am bmm a4Wmr d mca(B�O VOaaomva y0. Orivel4_h16L1.21_1.00 mmr imaamam. er TR mM v7f[calfw rWmr nomm. mbmprtac6,p amr nexama m6ismeMW Po•iar emPmmy mm0m vw ecw. urro Dsgnr: BW ILC. 40 Ydf/PLY: 411 nE rmoa amwbe. mD drPN Mw b.a Paper mmdma mrumvd mmmwm e,W 6raa. mva rm im.e. aamM omama Oma oe0no. iasaiuu ee.n m.Pm�mnma mm�m comma a.mmemaim.e emaoemmmapees mm.Ba.B7o.ew.momomWe. N.ob Pmm.mma mmdmm,ma TC Live 20.00 psf Li=ur L.1.2S P Ori d O IUI\\\JI AL oattlonm Mn.nmo•. m,amme.mhl oafo�mwn.mmnwamlewh.. TC Snow(Pf) 0.00 psf -1.2S Pm1.15 AbMrdrbbnSmy&aW mow en,eW coxMmwmab for mry amWlori nam 0J•4m.bm, mImWsm coma am OrmF eemo3pabmw hmMaw.ago TC Dead 12.00 psf Rep Mbf nd / Corep Rep Mbr / / Tens AN ITIY CONPAAIY MO"dit,m4a On MtNsvrPMgor L13.hlmmrs Asee/on Nb m°"ang°r cavmrpepo Dafbrg dda drar4rp, trimcatoe acnpLnoo orprmTmaamrwler�ISgDry roapomlg0y BC Live 0.00 psf .15 1.15 / 1.10 / 1.10 1.10 scot[ omwswveay. ormm frame TXmoso � P.d.! of S-2 aurmmnbana acre oftnb mawmg roronyabucmroa DMr f(bb11 yol Oro �lwrq ANSVFw BC Dead 8.00 psf O. C.SDati ng 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.21 � �mbW.9"__ MANE: •TPi:WIGI -Bldg Code: CRC -2013 DEFL RATIO: L/240 TC: L/24 f 268 - Homewood C�il�T u s �T3 ��(� 0� a IIID IUI�\vIILE AN RIY COAfPANY vmrx won sw fAsrr.orow3Naro rr Ta0s0 F ' Qty: 4 BRG x -LOC REACT SIZE 11 D TC 2x4 OF I1 & Btr. Designed per ANSI/TPI 1-2007 UPLIFT REACTION(S) : 1 0- 1-12 488 3.50" 1.50" 2 7-10- 4 488 3.50" 1.50" Job Name: STEVENS 268 - Homewood C�il�T u s �T3 ��(� 0� a IIID IUI�\vIILE AN RIY COAfPANY vmrx won sw fAsrr.orow3Naro rr Ta0s0 Truss ID: DOG Qty: 4 BRG x -LOC REACT SIZE 11 D TC 2x4 OF I1 & Btr. Designed per ANSI/TPI 1-2007 UPLIFT REACTION(S) : 1 0- 1-12 488 3.50" 1.50" 2 7-10- 4 488 3.50" 1.50" eC 2x4 DFL 01 & Btr. GBL BLK 2x4 OFL STANDARD Fabrs cati on Tolerance . 20.0% Bearings designed for an FcPery value of the Support C&C Wind Non -Mind 1 -61 lb MAX DEFLECTION (span) L/999 MEM 4-S (LIVE) LC 1 Kcr (creepo factor) i.00 Refer t0 )pint QC Detail Sheets for lesser of the truss chord lumber value or 625 for all bead ngs. 2 -62 lb This truss is designed using the ' U -0.02" D. -0.03" T. -0.04" Cq factors and Rotati pool Tolerances. IRC/IBC truss plate values are based on ASCE7-10 Wind Specification 3eicl L«:Isms 1 0- o- 0 6 0- o- o Loaded for 10 PSF non -concurrent BttL. Permanent bracing 's iretl to testi nBq and approval as required by IBC 1703 ANSI/TDI in Bldg Enclosed . Yes, x 3- 3- 0 3- 3- o 3 1- o- o e 4- s- o event rotation/topp�in See 9 SCSI ANSI/TPI 1. nd arM are eported ESR -1118. Buildin den ne, shall ver'f g 9 ; Y gable loads loads, Truss Location . Not End Zone gory . Exp Cate C 1 1- s- a 9 e- o- o s e- o- o and PLATING BASED ON GREEN LUMBER VALUES. and cave if applicab e. Refer to appropriatesI7lrBC''s Standard Bldg Length - 40.00 ft, Bldg Width . 30.00 ft Mean roof height . 11.51 ft, mph 110 GmCAI NF30ER WRCTs: tt Na. / TEM.(wa. csx Not desiggned For attic storage unless-- . Gable De[ails for nforfaation regarding Occupancy Category II, Dead Load . 12.0 psf 1-: 4x1 1.x3 / Iof(1._ 0.16 z•3 -3u 1. zs / Ss(1.. 0.10 noted othenri se. the bracing of this gable truss. Designed as Mann Mind Force Resisting System i Y ~ - Lor -rise and Components and nadds ng 31x 33 1.60 0.3o 3-1 1114 1-3 -1x1 1. z3 / la 1.60 0.16 . Tributary Area . 20 sgft et LONP.(M.)/ at TEN3lx2Ixxd5S5 . - 33 6-x 12(0.12Oo.Ol • , - • { YB COMP. ((((DDIOt.33/ TENS. ((gIP.3 CSI x-8 • - i(1.60)% 6fi(1.x5) o.o1 Truss designed to support 1-0-0 top chord outl pokers and cladding load not to exceed 10 PSF one face, and 24" span opposite face Top chord must not be cut or Tnotched. 3-10 did 33A do 440 Ch1 apo 5' re -0-0 1 3X4 Y` 6 5 SHIP . 2X4 2X4 - 015 DJ -5 - , gg gy ' W1:308 W(�308(�•T. T� U:-6 82 0:48 No. C 72160 TYPICAL PLATE: 1.5X3 CNIL P q�or CwFd NI wnnactor ms ALPINE VVeve 2D for �trargm 78 gn. Pmma era m ba voal0onedror John Dom3�Reoat CirdNod dams end hlse hameBpmma� ° - poeltlmrod os d,eP4r Oboe. Bhm gemm and wAme m e. .odaP NucWraf proms. 1/19/2017 268 - Homewood C�il�T u s �T3 ��(� 0� a IIID IUI�\vIILE AN RIY COAfPANY vmrx won sw fAsrr.orow3Naro rr Ta0s0 ARNING/ READ AND FOLLOW ALL NOTES ON THIS DRAWING( "IMPORTANT" FURN1sNTons DRAN7NDToALL commCTORsINCLUD/NDTHE INSTALLER& rPme. m4woa:mm. m�emfamlmmg.6a�mro. egpm,mmsro m4amama.Ra>mxm emar me mma.mmeaew gmE4bm tm,mm,w scary MmmmM,p TPf mm vxrgy mr msar n0mfma PbmmnmMnp roam 6nmims mmaMaml PeaMa lenpaq mrLp Pm ecsf. se4Pe nam o6e.me. mP er,4awl..e varomamerm.m.wwrmo4rem4emxn em,a r.o b.e.P.mAr �dre type camp. mmrenm+r wmmmma mma�.m°evar.e. emE b..e,m,pmmoe4 m.ecw.mrrr a+.B/orela...wo-.,ne. Awb pae.me.w mmam®mr oi APrn oe0YO0A4 an 0®�" mm^ �°c Apm,:al4.mcamvma�pcmm0m,mom,mf�r.Emf ecmr mr m4ma, m,m mbam.mD, m,xrma..mmm momeDm oanlormmre rxn AM6elR i,v xuomMeo. r4ar+m.mmmdma moag am®o - A",I%%=eovVpegerb103p tlde mawbm, UlNcebs etcep0zrree orpnaosepnar exrym44•rrxrp nsspomr60fy .pray Aar 71x1 sutb3M01y and uao of fltls dm3Ymp roranyewcmxom tl34 n1eponamr0 IM dre fiat Designer Po/ ANBI?P/ I Soc2 b MOrp Cuss: 04 CONSTRUCTION DIR: DriveJLh16UO2LL00008-100001 (40: Drive�Lh161102LLO0 DSgnr: 8W dLC - 40 Wr/PLY: 53 TC live 20.00 psf 0.00 psf TC Dead TC Dead 12.00 sf P BC Live 0.00 .psf BC Dead 8.00 psf LiowOur L-1.25 P-I.2S Rep Mbr Lm1.15 P=i.1S Re Mhr Bnd Com P / P / Tens 1.00 / 1.00 / 1.00 O.C.Spacing 2. 0- 0 TRUSPLUS 6.0 VER: T6.5.21 ALPINE:- pmime1 n01eipope mi4tl1eYe°'Q- m: vYrG = Bldg Cade: CRC -2013 DEFL RATIO: L/240 TC: L/24 Job Name: STEVENS I ' Truss ID: HR -A Qty: 4 BRC K -LOC REACT SIZE REO'O TC 2x4 DFL •1 6 Btr. Designed per ANSI/TPI 1-2007 UPLIFT REACTIONS) 1 0- 2- 8 509 a.94" 1.50" NORZ BLK 2x6 DFL B2 Fa bn cation Tolerance - 20.0% SUDPo1 CAC Mind Non -Wind 2 11- 5-10 598 4.25" 1.50" Kcr (creep factor) - 2.00 Bearings designed for an FcPerp value of the 1 -317 lb .. - 3 17- 0- 3 171 1.50" 1.50" Refer to Joint OC Detail Sheets for lesser of the truss chard lumber value or 2 -221 ib 4 19- 9-13 52 1.50" 1.50" Cq factors d Rotational Tolerances. 625 for all bearings. 3 -126 lb Loaded for 10 PSF no -concurrent BOLL. IRC/IBC vuss plate values are Dazed on 9 -24 1D MAK DEFLECTION (s ) Nark all interior bearin44 locations. test]ngg cid approval as required by IBC 1703 HORIZONTAL RFACTION(S) L/932 MEM 2-3 (LIVE) LC 56 Install interior supports) before erection. and AN and are reported in ESR-ll18. support 1 176 lb: ' L- -0.14" D- -0.15" T- -0.29" PU7ING BASED ON GREEN LUMBER VALUES. Permanent bracing s e red to This truss is designed using the MAX DEFLECTION (cant) + + + + + + + + + + r + + + + + + + + + + + prevent rotation/topD�in9. See ASCE7-10 Mind Specification L/955 MEM 2-3 (LIVE) LC 56 OVERNANG(S) MAY BE SHORTENED UP TO 3" MA%.! SCSI d ANSI/TPI 1. Bldg Enclosed -Yes, L- -0.14" D. -0.15" T- -0.29" Overhang Soffit loading - S. psf Not designed.for attic storage unless Truss Location - Not End Zone 2ain3 Locali- - .. + ......... + . + . + + + noted otherwise. Ex0 Category . C 1 0- o- o S 9- 2-32 Corner r ft shall be ted shah • Bld Lenqt - 40.00 ft, Bldg Width - 30.00 ft 9- 1- a xPPOr g 9 ] 6• )- 5 2 u- ]- a (designed b others). Shim for full contact Mean Too height - 11.46 ft, mph 110 .at bearing Tocations for required support. Occupancy WcegorYy "II. Dead Load . 1.2 psP �mCAL MMER FORCES: Designed as Main Wi ntl Force Resisting System ]C 00'. Ow. / TENS. mm. cs[ -Lox -rise and Components and Cladd2np 01- 1 0 3.60 / 31 L.E3 0.31 Tri butar Area - 30 ft 1a2 1.Es 0.12 - Y 6q L- -ISii iris % 366 1.60 0.12 ' { ----------LOAD CASE it DESIGN LOADS ---------------- 2-] -1362 l.' / 11 1 1.60 0.21 Dir L.Plf L.Lac R.Plf R. Loc LL/TL N. -2206 Les 1.w 0.v 1 TC Vert 74.00 - 2- 3- 0 74.00 0- 0- 0 0.54 s b -1120 i:is % 19i i.s60m o:iz TC Vert 0.00 0- 0- 0 151.14 9-10- 8 0.62. s-6 -su 1.25 / 19 1.so o.le TC Vert 32.00 9-10- 8 32.00 19-30- 9 0.62 6-2 -60(].60 0.17 . 0-0 -1)((1.25 / ]0 1.35 0.10 0-0 0 1.25 / 0 1.60 0.00 1� C-1P95fi 3))% TE311((1.25) 0.19 . ' -4SGI71)/ 22g0(L 25) 0.4 S : e1 % � 1:1os5-6-200 / 613 1.23 0.21 „ 1 2 3 4 5 8 1 r2 47 F n 84 7X8. WAGS • 2:5X4 3X8 B3 U 524 15 4X4 W;108 - - 4X4 4X4 B2 R:171 4-105 1 I R:598 U: 126 21�11 SHIP 1I. 4X12 R:598 ' = Ur221 0.3-12 B1 W:415 Fy T. rqy I U5217 2.4 11b10 17-0.3 1x10-8 , �e i No. C 72160 OVER 4 SUPPORTS CML P q)�OFCALIf etn°a �� m� aopg !oDa�fRmSPe 1/19/2017 S: pgaltlmwtl Ra.!mxrl above. 8hih gaDm a,d pbvros m ovarmP Mi atrugOwl p2aba. 268 - Homewood Zru s -W RNINGI- READ AND FOLLOW ALL NOTES ON THIS DRAWING) cost: a1 coNsrltucrzoN CA� "IMPORTANT" FURNISH T3US DRAWING To ALL CDNMcTORs INCLUDING THE INSTALLERS. DIR: Drive-PLh1611021_L00008_100001 • ^ Tne..,n�R61.,ammmm., nee hxmrm.e�dy.;w,uaq,na6„d,a Rda.m,m roa„gemmeanm,yecy D>vap,c a„mmma W0: 6/DriVe_A_h16ll021_L00 -a �1\1 s.2.b udmsmum.wrPl m,a wrrwl r«Id.pr proew pnormporta,nr,a e,®nusumu. mmpm. p,o.w iv,maron erorAvweca. Udee Dsgnr: BW qLC - 62 Wr/PLV: 7 rdmommxDe. mpdmN xmE imm aopmN madmd rarmovd dxomkq mm emmm dv4 dm naw a Popmb madm4 viptl adam. lmootNimNoxn �ft �f� T!� !s Pmmos.eLmdrmmnd.oe. em9 novo e.a,o bmma pe<Bcst wmim.6a. B2o B3u.., oRP6®u9. APMr pmm.m®a, rm:edevom,a 41 TC Live 20.00 psf LiveDur L1.25 P-1.25 TC Snow(Pf) 0.00 psf SnowDur L=-1.15 X1.15 I4pbr, x atAYm d rilx Bu16ro CmmawJa minim Ina, Ym0 rmr d rsryammbiw inn dmlmb, from aR6Aox4q inn rmrx m eu10 D+mm. m ANRWCOAIPANY mdammrw wtlr Ar2sum!l.mrm rmnmlm, InDpW,6momm!�eevemmdR.m.o. TC Dead 12.00 psf Rep Mbr Bnd /Comp Tens / lam x. Orwraw Aeoel on Nb drawlrrgwrnvvpepo Oatlnp tleb dralVDp,n2dlgabm aernptonro ofpm7maMngl erglneminp reapona0l!/ly BC Live 0.00 psf 1.00 / 1.00 / 1.00 f�wy. oma ArwA 27r 7n060 rsop2y to 1mr ANS e I S.n Th. eaNaMflyarM use of M2a d2mwDg lormsyabueWn b Oro rmspwWDOiy o!!M Bu Ossl�sarperANB 73x.7 ulna BC Dead 0.00 psf O. C.Spaci ng 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.21 P"AOehdtln°oAie aRcu °�°�pepean°tlrewa0"°` ALPwE: ra: �v4mn "!w: Bldg Code: CRC -2013 DEFL RATIO: L/240 TC: L/24 4 . r r [ t , I 1 Job Name: STEVENS I ' Truss ID: HR -A Qty: 4 BRC K -LOC REACT SIZE REO'O TC 2x4 DFL •1 6 Btr. Designed per ANSI/TPI 1-2007 UPLIFT REACTIONS) 1 0- 2- 8 509 a.94" 1.50" NORZ BLK 2x6 DFL B2 Fa bn cation Tolerance - 20.0% SUDPo1 CAC Mind Non -Wind 2 11- 5-10 598 4.25" 1.50" Kcr (creep factor) - 2.00 Bearings designed for an FcPerp value of the 1 -317 lb .. - 3 17- 0- 3 171 1.50" 1.50" Refer to Joint OC Detail Sheets for lesser of the truss chard lumber value or 2 -221 ib 4 19- 9-13 52 1.50" 1.50" Cq factors d Rotational Tolerances. 625 for all bearings. 3 -126 lb Loaded for 10 PSF no -concurrent BOLL. IRC/IBC vuss plate values are Dazed on 9 -24 1D MAK DEFLECTION (s ) Nark all interior bearin44 locations. test]ngg cid approval as required by IBC 1703 HORIZONTAL RFACTION(S) L/932 MEM 2-3 (LIVE) LC 56 Install interior supports) before erection. and AN and are reported in ESR-ll18. support 1 176 lb: ' L- -0.14" D- -0.15" T- -0.29" PU7ING BASED ON GREEN LUMBER VALUES. Permanent bracing s e red to This truss is designed using the MAX DEFLECTION (cant) + + + + + + + + + + r + + + + + + + + + + + prevent rotation/topD�in9. See ASCE7-10 Mind Specification L/955 MEM 2-3 (LIVE) LC 56 OVERNANG(S) MAY BE SHORTENED UP TO 3" MA%.! SCSI d ANSI/TPI 1. Bldg Enclosed -Yes, L- -0.14" D. -0.15" T- -0.29" Overhang Soffit loading - S. psf Not designed.for attic storage unless Truss Location - Not End Zone 2ain3 Locali- - .. + ......... + . + . + + + noted otherwise. Ex0 Category . C 1 0- o- o S 9- 2-32 Corner r ft shall be ted shah • Bld Lenqt - 40.00 ft, Bldg Width - 30.00 ft 9- 1- a xPPOr g 9 ] 6• )- 5 2 u- ]- a (designed b others). Shim for full contact Mean Too height - 11.46 ft, mph 110 .at bearing Tocations for required support. Occupancy WcegorYy "II. Dead Load . 1.2 psP �mCAL MMER FORCES: Designed as Main Wi ntl Force Resisting System ]C 00'. Ow. / TENS. mm. cs[ -Lox -rise and Components and Cladd2np 01- 1 0 3.60 / 31 L.E3 0.31 Tri butar Area - 30 ft 1a2 1.Es 0.12 - Y 6q L- -ISii iris % 366 1.60 0.12 ' { ----------LOAD CASE it DESIGN LOADS ---------------- 2-] -1362 l.' / 11 1 1.60 0.21 Dir L.Plf L.Lac R.Plf R. Loc LL/TL N. -2206 Les 1.w 0.v 1 TC Vert 74.00 - 2- 3- 0 74.00 0- 0- 0 0.54 s b -1120 i:is % 19i i.s60m o:iz TC Vert 0.00 0- 0- 0 151.14 9-10- 8 0.62. s-6 -su 1.25 / 19 1.so o.le TC Vert 32.00 9-10- 8 32.00 19-30- 9 0.62 6-2 -60(].60 0.17 . 0-0 -1)((1.25 / ]0 1.35 0.10 0-0 0 1.25 / 0 1.60 0.00 1� C-1P95fi 3))% TE311((1.25) 0.19 . ' -4SGI71)/ 22g0(L 25) 0.4 S : e1 % � 1:1os5-6-200 / 613 1.23 0.21 „ 1 2 3 4 5 8 1 r2 47 F n 84 7X8. WAGS • 2:5X4 3X8 B3 U 524 15 4X4 W;108 - - 4X4 4X4 B2 R:171 4-105 1 I R:598 U: 126 21�11 SHIP 1I. 4X12 R:598 ' = Ur221 0.3-12 B1 W:415 Fy T. rqy I U5217 2.4 11b10 17-0.3 1x10-8 , �e i No. C 72160 OVER 4 SUPPORTS CML P q)�OFCALIf etn°a �� m� aopg !oDa�fRmSPe 1/19/2017 S: pgaltlmwtl Ra.!mxrl above. 8hih gaDm a,d pbvros m ovarmP Mi atrugOwl p2aba. 268 - Homewood Zru s -W RNINGI- READ AND FOLLOW ALL NOTES ON THIS DRAWING) cost: a1 coNsrltucrzoN CA� "IMPORTANT" FURNISH T3US DRAWING To ALL CDNMcTORs INCLUDING THE INSTALLERS. DIR: Drive-PLh1611021_L00008_100001 • ^ Tne..,n�R61.,ammmm., nee hxmrm.e�dy.;w,uaq,na6„d,a Rda.m,m roa„gemmeanm,yecy D>vap,c a„mmma W0: 6/DriVe_A_h16ll021_L00 -a �1\1 s.2.b udmsmum.wrPl m,a wrrwl r«Id.pr proew pnormporta,nr,a e,®nusumu. mmpm. p,o.w iv,maron erorAvweca. Udee Dsgnr: BW qLC - 62 Wr/PLV: 7 rdmommxDe. mpdmN xmE imm aopmN madmd rarmovd dxomkq mm emmm dv4 dm naw a Popmb madm4 viptl adam. lmootNimNoxn �ft �f� T!� !s Pmmos.eLmdrmmnd.oe. em9 novo e.a,o bmma pe<Bcst wmim.6a. B2o B3u.., oRP6®u9. APMr pmm.m®a, rm:edevom,a 41 TC Live 20.00 psf LiveDur L1.25 P-1.25 TC Snow(Pf) 0.00 psf SnowDur L=-1.15 X1.15 I4pbr, x atAYm d rilx Bu16ro CmmawJa minim Ina, Ym0 rmr d rsryammbiw inn dmlmb, from aR6Aox4q inn rmrx m eu10 D+mm. m ANRWCOAIPANY mdammrw wtlr Ar2sum!l.mrm rmnmlm, InDpW,6momm!�eevemmdR.m.o. TC Dead 12.00 psf Rep Mbr Bnd /Comp Tens / lam x. Orwraw Aeoel on Nb drawlrrgwrnvvpepo Oatlnp tleb dralVDp,n2dlgabm aernptonro ofpm7maMngl erglneminp reapona0l!/ly BC Live 0.00 psf 1.00 / 1.00 / 1.00 f�wy. oma ArwA 27r 7n060 rsop2y to 1mr ANS e I S.n Th. eaNaMflyarM use of M2a d2mwDg lormsyabueWn b Oro rmspwWDOiy o!!M Bu Ossl�sarperANB 73x.7 ulna BC Dead 0.00 psf O. C.Spaci ng 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.21 P"AOehdtln°oAie aRcu °�°�pepean°tlrewa0"°` ALPwE: ra: �v4mn "!w: Bldg Code: CRC -2013 DEFL RATIO: L/240 TC: L/24 4 . r 1 1 i U:-88 U:-1 a tt 1 • i Job Name: STEVENS I Truss ID: 102 Qty: 4 BRG %-LOC REACT SIZE REO'D TC 2x4 DFL 01 6 Btr. Designed per ANSI/TPI 1-2007 UPLIFT REACTION(S) : 1 0- 2-12 207 5.50" 1.50" BC 2x4 DFL B1 b Btr. .Fabrication Tolerance . 20.0% Support CGC Wind Non -Mind i 1-11- 0 48 1.50" 1.50" K<r (creep factor) .2.00 Bearings designed for n Fcpery value of Me • 1 -88 lb 3 1 -ll- 4 30 1.50" 1.50 Refer [o Joint OC Detail Sheets Por lesser of the truss Mord lumber value or 2 -25 lb MA% DEFLECTION (span Cq fattors and Rotational Tolerances. 625 for all bearings. 3 -1 lb L/999 MEM 1-2 (L )•LC 1 Loaded for 10 PSF non -concurrent BOLL. IRC/IBC truss plate values are based on This truss is designed using the L. 0.00" D. 0.00" T. 0.00" Mark all interior bearingg locations. testingg d approval as required by IBC 1703 AS17-10 Wind Specification sofas 1oc,eiaai Install fnterior supports) before rection. and ANSIRPI and are reported in ESR -1118. Bldg Enclosed .Yes, 0 3 0- o- o PLATING BASED ON GREEN LUMBER VALUES. Shim bearings (if needed) for req. support. Truss Location . Not End Zone o z- o- o Not desi d for attic stor a unless Ex Cate ItICA1 MDBEI fORCETE a9 p gory • C TL [na,((opwB )/ TENS.t.2m 6i not of erM se. . Bldg LenjM . 40.00 ft, Bldg Width . 30.00 ft 1-2 -11(1.603/ >z(1.2,3 0.02 • • Mean roof height . 10.30 ft, mph . ll0 0.00 Occupancy Category II, Dead Load . 12.0 psf ac oaa.�°uL. / TEM. wa. I Designed ab Main Mind Force Resisting System 1 1.60 / 21 1.60 0.02 4 • - Lo -rise and Components and Cladding o21. zs)/ o 1.so 0.00 t Tributary Area . 4 sqft 1, 2 t . 3.50' f ' ( - c W108 R:48 T TII U:-25 II - 0.10.11 3X6 0-1 1.11 - + 13 1 12 I 1-3SHIP B7 B3 J W:508 11112 W:108 ' t - R: - - 207 R:30 U:-88 U:-1 No. C 72160 tt 3 4 * t [ CIVI►- P `. AD mrnecmr pbtea are ALPINE W 20 gB.. Mao piecaded 'H'tor H Stronatn 20 ge.�6 Super SOenpdi 78 ga. Pietas ant to De Joint Detail R CINaU ma (alae he , OF CAuV: postlw,eE par end are poalnonad se elimvn abo.a. snln gaam en,a gems m ex ormbp awemal pMba.. 268 - Homewood u s ARNING! READ AND FOLLOWALL NOTES ON THIS DRAWING! cost: a coNSTRucrzoN }T "IMPORTANT" FuRN/SH THIS DRAWING To ALL CONTRACTORS INCLUDING THE DI: DI:Drive-)Lh1611021_L000OB_)00001 INSTALLERS. Tmwwimi.•mmmae mamiaMkaikg.6eWmv. maaag,mmomm a,M M•>'c. RmermmW mE•. malmm.4miaecw tam5m ra,�,mv Drive -K-1,1611021-1-00 aWh avam,ma,Mla e,a wtv4 mr wlmr pmmbe Pd.mp.tw,aWp uvm lmm,. umma..lm aero. mnmarwr 6i•yowe�a. u� Dsgnr: BIN ,LC - 48 WT/PLY: 10 f nola4•aiuwhs. mpda4 Nr01m.sWW�M1•am,M muooxal Wmoeoq mtl tmaan d,vCdW tmw•pmpa,b mtwm44W ra6'm. bovabmtivn mrPmao�mm mmw.m,.soa.ae.atma lmw da�phmre am ecw.eob.,. el, e7eeio.omquem. Awbgmwmm fi. 0mmvm � TC Live 20.00 psf LiveOur L=1.25 P=1.25 �T� [E a Illj\\\lI ew •���� �' � TC Snow( Pf� 0.00 psf SnowDur L=1.15 NI. 15 . .AL AN,Tw CDAD'ANy Amh,e.•mnAm a111W e,sum Cm�we.odP mc.dwml.,.gammlw anras4atnlmm w.a,wkq,.,,rmm.mau4 u»lamm m%a,mmce oM AttWIR i, orlw hanSha. mMtm,Ym�tlmaera lgMbum TC Dead 12.00 psf Re 11 P br Bad / Comp / Tens + A aoN on D1b mowtny or eoverpepo tbtlzry tide drawb0, Irallc4ba oernPbnea ofprmlbsalorol ong/iuoAng rasPona@ImY . BC Live 0.00 psf 1.15 / 1.10 / 1.10 , tam N.owatawt+A.1•.O,.m tl.nA rx TQaap aaWybtlmdeatgneAown. 7M eutbbtOyuM uae of Nb dmwlzp formry abueNnbdro mponNMB oftM BUN WdgmrtAVAN It Soe! 0• d6ro BC Dead 8.00 psf O. C. Spats ng 2- 0- 0 + TRUSPLUS 6.0 VER: T6.5.21 Farnv1e htlonimtlpn'0°�h6'wasM amw o•w mw ama.m �°` ADMNe:TA:Wict Bldg Code: CRC -2013 g DER �• RATIO: L/240 Tc: L/244 , I t ' i r Job Name: STEVENS Truss ID: 104 4 BRC X -LDC REAR SIZE REO'D TC 214 DFL al 6 8tr. Designed per ANSI/TPI 1-2007 UPLIFT REACTIDN(S) 1 0- 2-12 237 5.50" 1.50" SC 2z4 DFL Bl , Btr. Fabn -tion Tolerance . 20.0X . Support C6C xi nd xon-Mind 2 3-i1- 0 92 1.50" 1.50" 3 1-11- 4 77 1.50" 1.50" Xcr (creeyy factor) . 2.00 Bearings designed for an Fcft value of the Refer ]a,nt Detail Sheets for lesser lumber 1 -93 lb _• MAX DEFLECTION (span) L/999 xF11 1-2 (LIVE) LC 1 to OC of the truss chord value or Cq factors and Rotational Tolerances. 625 for all bearings. 2 -53 lb 3 -33 lb L• -0.01" D• -0.01" T. -0.02" Loaded for 10 P5F on -concurrent BCLL. IRC/IeC truss plate values are based on park 11 interior bearingg locations. testing d approval as equired b IRC 1703 Install interior This truss i designed using the ASCEI-10 Wind 5pec1fi cation Dior Locrtlms =03 - o- o .1 o- o- o z z- o- o z- o- o support s) before erection. and ANSI/TPI and are a Sed ESR -2118. Not designed Por attic storage unless PLATING BASED ON GREEN LUMBER VALUES. 81d5 Enclosed .Yes, Tru s L.ca on . Not End Zane CRITICAL M ER FORCES: noted otneM1rl se. - Exp Category . C ({ 1ft �3 0°is I.Rs %ii[(l.zs3 o aaI ' 81 Lengg Id ' Mean rooYtheight40.00 tg Width th210 X10. 30 Br 1 z-o-t(t.zs/ 1(t.so) 0.00 ,1 Occupancy Categgory II, Dead Load . 12.0 psf Designed Na,n WirM Force Re System K COMP, 3j/ IEIR. SOUR. CSI i 0 o :.N"' 'o' MW o:m as Si sting taryser and and Cladding , - ,Trib a .�4 spftnts " r3� 50 1 W • t1 82 I} W:108 t 11 R:92 ' ' 3X6 U:S3 11 13 0-1 12 SHIP 0i,2 .. 61 B3L ' -' T f W:508 R:7 • R:237 U:33 3.11-1 J U:-93 ' " • r 2.0.0 No. C 72160 CNl1. P OF CAUF1/1912017 pa Pl�ama are Eo oa vpositlonetl .• unbar prooMemd by'x-tor x StrangOi 20 pa., •6q �asupm Demo RapmrL cbtbdtea end (abe home . R Pe*ldmned w Waver above. Shat Able Pmms m ewb orlap tDudural Platoc. 268 - Homewood Nis l � RN READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS= TOALL CONTRACTORS/NCLLMING Cust: CM WNSTRUCTION DIR: OriveJ•Lh161102LL00008_)00001 ' THE INSTALLERS. Tmmrrenueeameme mm nme,tmev. hm�dsv, wpPnO.heamq ono em dim. RWwmom moo.. am eam odmmWacsr pkneem Donmenem soler wemmuon,Wlfl ene unto!tm emeb wwum+wb'meortmmh00m.a nomwi. mmm.am0 noruo mMmmon e'e+ro ow ata. U— WO: 0rive_"1611021..,1-00 Dsgnr: BW #LC a 50 Wr/PLY: 141 !� �0 r,=1�(� LI� d ILI�tF IUI�\v11 LE mma mhmM•he. smarms dms Imre peeedr mrz.a mum.M YmmM,e atl bommn mmN mmR nee O pepmb'aW svDDm. L®tlwm tlmwn . mromm nw eamm nmomd..e. emo�mre emwa n.mua pmea.sum.,Ba,e7>Blo. a. aoPR�ue. ARerp�moocn moeaeww omum..em..,me.e mra en ae+eeD�mnmon mu®imem,mw. TC Live 20.00 psf SnowDur L=1.25 P-1.25 TC Snow (Pf) 0.00 psf L=1.15 P=1.15 11 Abe».. dabaanw auEssvranmw,mm,avm uc.. mmom ee mwuuuotw mn no.lmo„nan oRe am,eg, erirtmmmwmv. e,mm Rep TC Dead 12.00 psf Rep Mbr 8nd / Camp / Tens AN /7,YCDAPANY - um x.on.raww.y. or.na PraMA rX 760.50 oMuammrm,+n,u+sutw l.wlwhm�p, ehbpem.mne Wemmamass< ar�a)z�s� A-1 on mb drawlrp or eorvpege Damp oda Orgwlrp, 2ndlnatm occaptrnce olproMabrMl rvaporaWOq BC Live 0.00 psf 1.15 / 1.10 / 1.10 • tory for Ws Ooelgn mown. TiMl wlbmlxyan0 use of mla dmwllp ra.anyaam4wrm ee ma napmN DiNNtM BuOdhg b Doalgrwrpsr ANSIIIPI 1 S-2 BC Dead 8.00 psf O.C.Spacing 2- 0- 0 �TRUSPLUS 6.0 VER: T6.S.21Fwmmee"°'", '°'""•>ob'•a°"w°"°m'roo°°"°°'°'°'°eam.: AL1vxE: m: vrlrw la: Bldg Code: CRC -2013 DEFL RATIO: L/240 TC: L/244 - L i t r I Job Name: STEVENS Truss ID: 106 Qty: 4 BRG K -LOC REACT SIZE REO'D TC 2x9 DFL B1 6 Btr. Designed per ANSI, 1 1-2007 UPLIFT REACfION(S) 1 0- 2-12 227 5.50" 1.50" 2 5-11- 0 140 1.50" 1.50" BC 2x4 DFL Al 6 Bt, Fabrication Tolerance .20.0% Kcr (�reey factor) .2.00 Bearings designed for an FCPery value of the Support GEC Wind Non -Mind 1 -81 lb 3 1-11- 4 168 1.50" 1.50" MAX DEFLECTION Cs) L/999 MEM 1-2 (LNE) LC 1 Refer to ]mint OC Detail Sheets for lesser of the truss chord lumber value or Cq factors and Rotational Tolerances. - 625 for all bearings. 2 -81 lb 3 . -88 lb lr -0.04" P -0.05" T. -0.09" Loaded for. 10 PSF non -concurrent BOLL. IRC/IBC trussplace vel ue5 are based on Mark all interior bearingy locations. testingg d approval as equired byy IBC 1703 interior ` 'n This truss is de ed using the - - ASCE7-10 Mind Specificatimn tocecians 1 0- o• o o- o- o 0 4 :- o- o Install supports) before erection. and AN d e ted ESR -1118. Not designed for attic storage unless PLATING BASED ON GREEN LUMBER VALUES. Bldg Enclosed . Yes. Truss Location = Not End Zone it CoNP X2.12 noted otherwise. Exp Category . C 0 f � Bldg Bldg Width 30.0D LncytCateg�yOIIotDead -$ i0.i'sS%��i i 60) °o.om1 - A MeanOccu.1.2 Loa ,0pssff Designed as Main Mind Force Resisting System e< fp1P / TINS fpot 2 [SI l-0 10 7oti.4�o$ , C4 and Claddcng c Mn % o.00 - TributarysArea� sogp`nts • 1 1 2 r, 3.50 T 132 W: W:108 211 R:140 - U:$1 2 T 13 . I X8 1 3 I SHIP a 11¢ . 1z + 11I oa12 ; e1 w 108 1 . W:508 R:168 R:227 U -88 511-12 J U:-81 9 2 No. C 72160 4; �9 CIV14 P �� �� - Alar phbM1 rare ALPINE VYavm 20 unless prBcaM 47' for X S 711 pa 5' lw Supra 18 Portes era m ba Dob9 R C6UN trm retie henm jtrangM ga. posltlmed Per.MM aM phaop pooltlorwd ms shown mbavo. SNR Wbla sdd Piama b ev ovarhP NwNrW prams.111912017 268 - HomewoodT uSs N ARN NG! READ AND FOLLOWALL NOTES ON THIS DRAWING! "IMPORTANT" FURN)SH TFOS DR4WNG TO ALL CONTRACTORS Cust: CM CONSTRUCTION DIR: Drive_M_hl61l02I_L000OM00001 • INCLUDING THE INSTALLERS. Taeep m4mo mm=n°memmerrmna.b�ro. a,y.ng. rm ftdboekm. Re,1t,, dbwammmY°4Nm•m B=gluamq Omrommm W0: Orive M-hI611021-L00 Ilftmb,rapmmmrmA rC smmrin(errrotlon. eyTw oniWnv0 rm rmeb ammE..Pbmpmtmnbq dxaa rmmkrm. oimaA.. awp nm•tis mmwmn e�smv p=gc5l. unkea Dsgnr: BM 1tLC= 50 lJT/PLY: 18 17� timed pmsmbeoem•ea esvmwldiwHbigandemmm dram Wsno.ssaoPeM emmmarbM asSYq. lsmamw dxvm ror ceen.�wntw�m m,owmm.oe,dmr lm.. erooxg emmro4 �e. gcslamngl. gTmgio.o. orPomel°APnry Wem,m�en r.mdtnm m•e TC Live 20.00 psf Li:Dur L=1.25 P=1.25 �rl On d IUI�\v11 aommmdm"n eb^^^^^^^u. e+^ams cam wden nm^^anm.b^. TC Snow(Pf) 0.00 psf SnowDur L=1.15 P=1.15 Apew.am klmmrlVl"bbVt meomWiomuP mc, elmA rotes mgn�r.m..ermamcernm a4•amwmp,wr.memtwlaw tnaem AN5pIR l.mtm hm'®'a md{peg.emome's TC Dead 12.00 psf Rep 11r / Comp / Tens ANtYWCOAIPANr omdmrtmroe wAA °°aqm°'®'. ASW aur Dee dnr/ng or corer pugs gaOurp Nla®awtrtg trralcaasumrnP4nco afproAesaMnal ragrmrNDgfly .1IS BC Live 0.00 psf 1.15./ 1.10. / 1.10 nmx. cr..rswPA.y. uurmw w.my Tx 7soso nobly Aar tlrm daygn yrgwn, 7hgeWmnrgy ane use gfyds drmuNg forerry Apuconoh ym Op,mptq gwhmp Om2gnvparANS 1 Saai BC Dead 8.00 Psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.21 Fofivie6foi'rad"vv0i°ive°B°n°'m"°m°°�DBi°"'®"°°°1�' eld Code: CRC -2013 • ALPIN6:rPr.vlmw: 9 DEFL RATIO: L/240 TC: L/24 i 4 1 � • f • i , 3.50 - - B2 WAGS - T3X6 R:181 • J - 0.10.11 U: 1 0.112 0.1¢11 11 1-3-13 f 1 Job Name: STEVENS • Truss ID: J02 Q 4 W:508 i . BRG X -LOC REACT SIZE REO'D TC 2X4 DFL 01 6 Btr. Designed per ANSI/TPI 1-2007 Required bearing widths and bearings areas LIAO 1 1 0- 2-12 201 5.50" 1.50" 2 1-11- 0 181 1.50'• 1.50" 3 7-11- 4 106 NGR 1.50" BC 2x4 DFL 01 6 Btr. Kcr (creep factor) . 2.00 Fabrication Tolerance . 20.0% Bearings designed for an FCPerp value of the app1y Srhen truss of supported in hanger. UpLIFf REACTION(S) : �. e BRG HANGER/CLIP NOTE Refer to Joint OC Detail Sheets for Cq factors and Rotatf anal Tolerances. 1 lesser of the truss Nord lumber value or 625 for all bearings. Support C&C Wind Non -Wind 1 -90 lb 3 *TM Nails qty 2 16d loaded for 10 PSF non -concurrent BCLL. IRC/IBC truss plate values are based This truss is desfgned using the - AAwlvroc0or pb�s en ALPINE VYave 20 ., unWas preceded N for NIS ShmoN 20 6' for IB ga. Pmma on m Da poaMoned por.btrlt Do�U ReoaA. Cbtlao oiamas and hbe (rams Support Connectaon(s)/Hanger(s) are not desig ed for Aorizonial loads. Mark all interior bearingg locations. Install interior before testingg and approval as required Dy IBC 1703 ANSI/TPI ESR ASCE7-10 Ni nd SpeClficatsin Bldg Enclosed Yes, 268-- HomewoodNis N/NGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" Cust: a CONSTRUCTION DIR: Drive M h161102LL00008_)00001 MAX DEFLECTION (5pan) supports) erection. .EATING BASED ON GREEN LUMBER VALUES. and nd are eported n -1118. Shim bearings (if needed) for req. support• r Truss Location - Not End Zone !/.taloa maMvbo. mP aura Nm9lmm pePmh dmMnd eaamurd Wmnep eb amwnoMd,meA nom a PepmM eagd,ed type ge6G. Lomtlotmtlam �v\ n� a,.R.mm.a mrmmmad.oa.mul,.mer.aq minae nw ecsf mmm,mea.e7>e+o.m.gamb. Apyr nmm.mma nmde,eew,a TC Live 20.00 psf Li r L.1.15 P-1.25 L/999 MEN 3-4 (LIND LC 47 L. -0.07" D• -0.11" T. -0.18" Not design d for attic storage unless noted otherwise. Apure. adN d rrweuldme conemMnm om,m lm. dw rca W, mmmmmr fwwn, lmmn fwn,mm dnift.o, mnoe m bine mo comm Exp Category C Bldg Length . 40.00 ft, Bldg Width r 30.00 ft ANRWCOAPANY miYpnm-wft,AN°nn+•«mr+m,aD�p.euRMno,u=eboaydme� Asad on tlW merbrg°re°r°rpgf°naa7'B tltla m°'W'a' ineftema °ccept ..fpwb..md angtaiming r.*.-Wfy BC Live 0-00 psf. 1.15 / 1.10 / 1.10 loin. Io._0 _ - I o- i o ) o- o- a = A o 0 6 0 0 SCEs: BC Dead 8.00 psf O.C.Spacing 2- 0- 0 1 Mean roof height . 10.29 ft, mph 110 Occupancy Category II, Dead Load . 12.0 pcf 'ad 1 i ounce MEMBER TE CORP.(Wi / 1Tm.((ouE.)) [sI 1-2 0(1.603/ W . 213 O.M • Designed as Main Force Resisting System - Low-rise and Components and Cladding Tributary Area 16 agft f r 2-a 1 1.26 / 1((1.60 .0.1 1 i 1 e 1 B[ COP. OUR.)/ TO15. (Ulm.) 1 3-. 7(1.603/ 21(1. W) o.29 ." 6-0 0(0.90 / 0(1:60) 0.00 1 .. ' 1 1 2 3.50 - - B2 WAGS - T3X6 R:181 TT - 0.10.11 U: 1 0.112 0.1¢11 11 1-3-13 SMTP 1 • 2 Bt 63 - W:508 i . 'Toe Nails R:201 1-11-12 - W:108 .% LIAO 1 RAO6 U: 1-6-01 No. C 72160 3 4 • CML P q �OF CALIF " AAwlvroc0or pb�s en ALPINE VYave 20 ., unWas preceded N for NIS ShmoN 20 6' for IB ga. Pmma on m Da poaMoned por.btrlt Do�U ReoaA. Cbtlao oiamas and hbe (rams �trergfi plam� pgeltlmod as dmwrl eaq.A. 6niR again cad pds m my snap wMh mDaaa,� Pm�m. 111912017 268-- HomewoodNis N/NGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" Cust: a CONSTRUCTION DIR: Drive M h161102LL00008_)00001 FURNISH THIS ORAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tm nmmmmft on- wemfmalp dm,hwW%e, dppkm,hdW&V and beat. end Rdwmloaw, ftad.o mom, a a@3 i Aft C-Pmmw WO: DriveSLh1611D2LLOO aurin. waeema,, er rvi.na wlcN mr mm7Pm�Pm,mP.n,.ec,R mom nmmlo,.. lmwm. d,d POAm+.lmwon Woa�o P=r acst, ulq.. Dsgnr: BW gLC - SO Vr/PLY: 21 !/.taloa maMvbo. mP aura Nm9lmm pePmh dmMnd eaamurd Wmnep eb amwnoMd,meA nom a PepmM eagd,ed type ge6G. Lomtlotmtlam �v\ n� a,.R.mm.a mrmmmad.oa.mul,.mer.aq minae nw ecsf mmm,mea.e7>e+o.m.gamb. Apyr nmm.mma nmde,eew,a TC Live 20.00 psf Li r L.1.15 P-1.25 �21 �r� d O IUf\\\JI oodtme®rnom,oeam and oe me em om6.,oRmL mNena.aw. m. TC Snow P 0.00 DWI) L=1.15 P=1.15 C t7 psf Snp Apure. adN d rrweuldme conemMnm om,m lm. dw rca W, mmmmmr fwwn, lmmn fwn,mm dnift.o, mnoe m bine mo comm Mbr TC Dead 12.00 psf Rep Nbr Bnd /Comp /Tens ANRWCOAPANY miYpnm-wft,AN°nn+•«mr+m,aD�p.euRMno,u=eboaydme� Asad on tlW merbrg°re°r°rpgf°naa7'B tltla m°'W'a' ineftema °ccept ..fpwb..md angtaiming r.*.-Wfy BC Live 0-00 psf. 1.15 / 1.10 / 1.10 NMN~3w - Ruwl•. onvd Pmlriq 1Y r60l0 bay for ttro Ooalpn aA.wn. Tiro aultaWmyAM use of Nb drmdng Eormryaeuctun is Ro r spmWMLy of dim Bullaig Op/i W&a dAn !Sae.! _ BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.21 F°""'°°°'"'°urn'°°oA'ba•e°""'""°°'°m°'"°°'®"`°'b` ASwiE:m: •vrrrA: -icc; - e Bldg Code: CRC -2613 DER RATIO: L/240 TC: L/24 + i f r 1 i 1 l Job Name: STEVENS Truss ID: J04 Qty: 4 BRG %-LOC REAR S.S REQ -0 TC 2z4 DFL B1 6 Btr. Designet per ANSI 1-2007 Required bearing widths and Dearing areas t ' 1 0- 2-12 311 5.50" 1.50" 6C 2z4 DFL B1 & Btr. Fabrication Tolerance 20.0X apyl when truss not supportetl in a hanger. 2 3-11- 0 136 1.50" 1.50" 3 7-11- 4 115 HGR 1.50" %cr (Crecy factor) . 2:00 Bearings t05ignet for en Ftperp valu0 of the Refer to )mint Detail Sheets for lesser lumber UPLIFT REACTIONS) 171 BRC XANC1%CIIP NOTE QC of the truss chord value or CQ factors antl Rotational Tolerances. 62s For all bearings. SUDPIO C8C Wind Non -Mint 1 -88 16 F 3 3 Toe Nails gty 2 16tl Supopo t Connectf on(s)/Xanger(s) re t desigg ed For horizontal loafs. Loadet for 10 P6F non -concurrent gCLI. IRC/IBC truss plate values are based on Mark all interior beariir�p locations. testingg and approval as required by IBC 1703 2 -43 lb This truss is designed sing the • MAX OEMENFLE (span) Install interior or pport(s) before erection. and ANSI/TyI and are reported in ESR -1118. PLATING BASED ON GREEN LUx8ER VALUES. For ASCE7-10 wind SDecsficatian L/999 MEM 3-4 (LIVE) LC 47 3-4 Shim bearings (i4 needed) req. support. Not designed 4or atric storage unless Bldg Enclosed . Yes, Truss Location xot End Zone L. -0.09" D. -0.16" 7. -0.25" not otherwise. Exp Category . C s 7o5 es Locarsons 1 0- o- Bldg Lenggth 40.00 ft, Bldg Width . 30.00 PS ' 2 s- 0- o a- 0- o OII7 M WNB(pEERRU M) ES: ' - Mean ramp hei ht 10.59 K, DA 110 8 Occupancy Category II, Dead Load 12.0 Psf i c i(1.6U3% rri _ ` Designed as Nain Wind Force Resisting System L-2 oii z -m -1 xs / 1 s.6o 0.00 . z - Law -rise and Cmmponents ant Clad ng Tributary Area 16 sgft ((p0UU )) (pp1 3i CO ss(1.6d3/ i4l( 603 0 27 , • 4-0 0((1.71 / 0(1.23) 0.00 , - w• i t . L . i 1 2 3.50 ' 1 1 82 T W:108 13 1-571 3X6 U l II 1-1 13 0312 1 SHIP . - B1 83 T. W:508•Toe -5 Nails y- ,. R:311 3-11-12 Z1, 08 U:-88 RA 15 U: .0 &0„0 No. C 72160 3 4' , w cm. P OF CAuV sWnneetmr PkXaO en ALPINE Wave 10 gd.. uNese pr0a0d00 N M X Sbo 20 8'ta Storer - y�mp °omape m"w��aowN pm�a 111912017 268 - HomewoodTruss ARN/NGl READ AND FOLLOW ALL NOTES ON THIS DRAWINGI cast: 04 CONSTRUCTION 01) 'IMPORTANT" FURN/SHTHISDRAwmGTOALL CONTRACTORS DIR: Drive•M-h1611021- 00008 300001 /� INCLUDING THE INSTALLERS. nv.e. maws mowe,e mmmra,tmom: roeaaea,o4•mnm,mmv,am.e momq. Rawmm�a mR. em emm.aameaocs OnmebG Ooeowmre W0: Drive-M-Il161102LL00 swrmrom�m, nr to m,e vrtu)sor osar Pa�skm rremomsmaap omenmetmu nmmw. emsPwW. mnmvmremgp,recsr, uwe. Dsgnr: BW aLC - 50 Wf/PLY: 25 �1�E� flf� ea.a abw. m awa um i..r Pwab eorAm mvmme.mi+g w,a move aca mors lmw a peoas7amdwa rbn eeaa, lawtbu,d.ovn r>coe�mnwa mm•m.emmaa.wemEim.o mea�P mmara P.ew smm, at e7o, esa®.wmew. Amgr rmm.m®alaoaam mta TC Live 20.00 psf LiveDur La1.25 Lb1.25 �El Q II��IJ �UI�\vl�lll��� P�mm.ro.,�mwe.ea an me.mw wm mpon. ma,o come am�m. TC SngwCP4j 0.00 psf 15 Ahsw.eeaAonarsw e�ew dmrmm+em mow ao-am oermrawwsam tv mn ewasm nae a�wme+a. wNfONvem 6dW vroamb omeaewm wan AHSI1P15,>mriw,mo..nyps�a, b.mmdw,a e.ocay RepWDUr nd / C p TC Dead 12.00 psf Rep Mbr Bnd /Comp /Tens. AN 7rW COMPANY ramM GMsw". Gned~4 rs amore A Obs on gds drowing or—pagm1J.HM mus drwlnp'Oneh°L°°°cc°parro°°rproheN°nel anp4reaM�'e°p°"erNllq' BC Live 0.00 psf 1.15 / 1.10 / 1.10 ramao smMly lOr gzB dWgnsnown. TM.WhWMy mid wo ofgda tmNng rorrny e6ucmnb morospmmlmiq orgro eWrang � ooLpmrWANsgiw i s- - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.21 Eo m°°m""mw °°mmaa'•oeew° "'°'ow°° e°"'°w°e°'•` ALPINE: Bldg Code: CRC -2013 7Pr;vRrA: •ra: - DEFL RATIO: L/240 TC: L/24 I . " 4. 1 r ' f z • 1 - 1 + 6 I Job Name: STEVENS Truss ID: J06 Qty: 4 BRC %-LOC REAR SIZE REQ'D TC 2.9 OF i1 6 Btr. Designed per ANSI/TPI 1-2007 - Required bearing widths and bearings areas 1 0-38S S. SO" 1.50" 1 0 177 BC iz4 DFL i1 a Btr. Fabncation Tal erance . 20.0% Rcr (creep factor) 2.00 - designed for app 1y alien truss of supported in hanger. 3 7-11- 4 114 NCA 1.50" Bearings an FcPery value of the Refer to Joint QC Detail Sheets for lesser of the truss chord lumber value or UPLIFT REACRON(S) Support CGC Mind Ron BRC HANGER CL NOTE Cq factors and Rotational Tolerances. 625 for all bearings. - 1 -103 lb 3 Tce Naiis qty 2 )6tl Support Connection (s)/Nanger(s) re Loaded for 10 PIF non -concurrent 8CLL. IRC/IBC truss plate values are based Mark 11 �e 4 interior bearingg locations. testing d approval as required by IBC 1703 Install interior support s) before erection. and AN d are reported in ESR -1118. This truss is designed using the ASCE7-10 Wind Spec iification !IA% DERERION (z an) L,/ 26 MEM 3-4 (LIVE) LC 47 PLATING BASED ON GREEN LUMBER VALUES. Shim bearings (if needed) for req. support. Bldg'Enclosed =Yes, L- -0.10" D• -0.22" T. -0.32" r Truss location .Not End Zone Exp Category 1 Job Name: STEVENS Truss ID: J06 Qty: 4 BRC %-LOC REAR SIZE REQ'D TC 2.9 OF i1 6 Btr. Designed per ANSI/TPI 1-2007 - Required bearing widths and bearings areas 1 0-38S S. SO" 1.50" 1 0 177 BC iz4 DFL i1 a Btr. Fabncation Tal erance . 20.0% Rcr (creep factor) 2.00 - designed for app 1y alien truss of supported in hanger. 3 7-11- 4 114 NCA 1.50" Bearings an FcPery value of the Refer to Joint QC Detail Sheets for lesser of the truss chord lumber value or UPLIFT REACRON(S) Support CGC Mind Ron BRC HANGER CL NOTE Cq factors and Rotational Tolerances. 625 for all bearings. - 1 -103 lb 3 Tce Naiis qty 2 )6tl Support Connection (s)/Nanger(s) re Loaded for 10 PIF non -concurrent 8CLL. IRC/IBC truss plate values are based Mark 11 2 -78 lb of desigg ed for horizontal loads. interior bearingg locations. testing d approval as required by IBC 1703 Install interior support s) before erection. and AN d are reported in ESR -1118. This truss is designed using the ASCE7-10 Wind Spec iification !IA% DERERION (z an) L,/ 26 MEM 3-4 (LIVE) LC 47 PLATING BASED ON GREEN LUMBER VALUES. Shim bearings (if needed) for req. support. Bldg'Enclosed =Yes, L- -0.10" D• -0.22" T. -0.32" Not designed for attic storage unless - noted otherwise. 9e Truss location .Not End Zone Exp Category -r.03 Joint L -tions 0- o- 0 3 0- o- 0 . C Mean Length . 40.00 ft, Bldg Width.- • 30.00 ft z e- o- o ♦ e- o- o acr1TAL m1eER rocas: 1c caMP. (oun•)/ TEM ((M.)) (51 Mean roof height . 10.88 ft, mph 110 Occupancy Categoryy II, Dead Load . 12.0 Dsf 1-2 -41(1.153/ •1(1.2S3 0.11 - - • Designed as Matn Mintl Force Resisting9 System _ Low-rise and 000ponentI and Cl addinry 1.2f / ( 60 0.00 , • ,Tributary Area • 16 Soft l8C x-21 ((1WR603j TEN12 ((1.603 0 li V 1 i 4-0 O(1.11 0(1 0.00 - .. . 1 2 3 50 ,. 1 • 4 r 82 W:108 • ' R:177 2 11 U:-78 24-11 . i - 2-5-13 3X8 ,. l � SHIP D312 B1 63 T. Z ' W ' "foe Nails R385 5.11.12 W:108 U:-103 - R124 I a -0o No. C 72160 3 s% CIV11. P q)�OF�V - Al mine for ptams ere ALPINE YVava 20 ., unties precaOad Dy W hw Hlph Stre�h 20 'S' iw 8upm . Strength 78 Proms ere m 0a Jdrrt Da�� Rapph CtrdN dams (alae harm ga. Podtlmed per end yaac er0 paNtkwmtl me.tmww above. MMR gew..Maa pla0ac m ovd0 ay.,mP aitlt �,w>e,�i Prom.. 1/19/2017 268 - Homewood ARN/NGI" READ AND FOLLOWALL NOTES ON THIS DRAW/NGI CDst: (34 CQNSTRUMON li.zM NIS "IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, DIR: Drive M IiI611021 L00008_J00001 /� rmm® em nm.-nmtmemt.a�ma. b�mm. a�bM�v,lmaEmo am M.wam. Rwwmwalaawruw lmwt eamm�mnea iaama cwroam'n WD: Drive-M.-h1611021-1.0000mtommmn. ar lPM one vErcA)bmary p.mbr stmrmwnomam amm tmmiaa. hmb.wmE pnwd.empamt Eladlm pro Mrs. Mau.0 Dsgnr: 8W .4 HLC = 50 WT/PLY: 28 !/ El(-� nawo ovvwie. mP rnaa oma nn+op,aPary amama mvmaniammroq mMe�namm am imwaaapwq aoeam n7M o.aq. tames. aawm f>w�mmm�n ls.w mmnwaaee. wEim..e,mrou,m.m6 Pwecai.eeima m,e7a.eio.n. wrier. APt+r cmmmeern rarameua w.e TC Live 20.00 psf LiowDur L-1.25 P-1.25 �(1 �Dr\ d IIL� O �Il(\\\I�IL�� pwe�o�n0�an6 an 1As•��+��n��� TC Snow(Pf) 0.00 psf SnowDur L=1.15 P�1.15 Apw,naNmalamvrivatem ranmmauemwptno.. aua ammmq,avmA. mr aro aewamnrmm uu.ma.4m, wn mmomemiaw Mnwam miQoninGO Wm ANBVIR t,armrMmim. atlµtq.aWobtMaMaYmwtnmss TC Dead 12.00 psf P Re Mbr Bnd Com P / P /Tens AN /71Y COlmgNY A°W°"W°m°'rb'g°'cov°rpq°fhtlnp M6 dmMng•bMmc°m°ecc°pmrc°°fryohW°nal empUrem6pr�Onele07p' BC Live 0.00 psf . 1.15 / 1.10 / 1.10 ie10 N. m.seaw Pmry•OmMPrvMgtt1e060 eololy folTetlatlgn Holm. TlreeulmNep.eM uno Mtltle d7oMlp Rv srry shucmlom tlm IMI al rhO Duf 1OepO"°I M Id11ip BC Dead 8.00 psf O. C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.21 Dale-parANS11MIS-1 FOf"a1OHw"�Yin iestl1i°a'•Pw'°'m nmm aero am 6m.ewm sac A1aNe: •mc .wrcJ,: .w;c: - Bldg Code: CRC -2013 OEFL RATIO: L/240 TC: L/24 • 1 4 4 • 1 i Job Name: STEVENS Truss ID: J08 My: 4 BRC X -LOC REACT SIZE BE 'D_S. TC 2x4 DFL i1 & etr. Desiggned per ANSI/TPI 1-2007 f 2 7-11- 0 488 1.50" 1.50" WEES 2x4 DFL STANDARD Beari for aRaeepgqpuiiyred UVLIFTwRen truss net supported in hanger. 3 7-11- 4 494 NCR 1.50" ngs3designedon an2FCVerp value of the Xcr (treeyY factor) . 2.00 lesser of the truss chord lumber value or S) Support C&C Wind Non -W ntl - � i I Job Name: STEVENS Truss ID: J08 My: 4 BRC X -LOC REACT SIZE BE 'D_S. TC 2x4 DFL i1 & etr. Desiggned per ANSI/TPI 1-2007 bearing widths and bearing areas 2 7-11- 0 488 1.50" 1.50" WEES 2x4 DFL STANDARD Beari for aRaeepgqpuiiyred UVLIFTwRen truss net supported in hanger. 3 7-11- 4 494 NCR 1.50" ngs3designedon an2FCVerp value of the Xcr (treeyY factor) . 2.00 lesser of the truss chord lumber value or S) Support C&C Wind Non -W ntl BRC NANGER/CLIP NOTE •NUS26 Refer to ]oint OC Detail Sheets for 625 for all bearings. 1 -119 lb 3 Cq factors and Rotational Tolerances. IRC/IBC truss plate values are based on 2 -318 lb -183 lb Support Connection(-)/Nanger(s) re net desiggned for honzoncal loads. Loaded for 10 PSF non -concurrent BCLL. testing d approval as required by IBC 1703 Nark all interior bearing locations. and AN d arereported n ESR -1118. 3 -180 lb This truss is designed ing the SEE $TMPSON GTALOG FOR ADDITIONAL INSTALLATION NOTES Shim bearinggs (if needed) for req. support. Install interior ayDort(s) be Pore erection. Nat designetl for u" ASCE7-10 Wind SPeci cation MAX DEFLECTION (span) attic storage unless PLATING BASED ON CREEN LUMBER VALUES. • Bldg Enclosed .yes, Truss Location L/851 MFN 4-5 (LIVE) LC 47 , no otherwise. , .Not End Zone Es Category . C Lr -0.11 D• -0.28" T. -0.39" , Bldg Length . 40.00 ft, Bldg Width . 30.00 ft loin/ Loutimm 5 0- o• 0 1 0• o- o Mean roof height. ll.17 ft, mph ll0 I 7- 0- o s 7- e- z 4 Occupant Cate or II, Dead Load . 12.0 f y 9 ps Designed as Main Wind Force Resistln0 System 1 e- o- 0 6 - o- o OIITIC:AL NEIBER FORCES: . I - Lar -rise and Components and Cladding it COMP. £WR.33/ TENS. INR. UI Tributary Area . 16 sgft 1 i N ':is3i is ia60o3 o.2i --1 3-0 113 / 1 1.60 0.00 e - Y BC tWP. (OUR. / TENS.(W0.. CSI ' 1-s -76(1.603/ 15a(1.E33 o.l) 3-6 -33((1.603/ 93 1.fi0 (1.15 • - 6-0 0((1.. ll((1.73 ape C 70j—ta TE2i o 0, 215 3% L.s.saj ' 1 - 2 3 350 ' 1.5X3 yy 108 T ' R:88 U:-183 2- -11 I r 3-0-13 • 3X6 (HIP 0312 -V I I • 2X4 ' 11 ' R:447 MUS26 T. T� • R: 7-11-1 -4�.100 L�- • -l1 U:-119 RA94 R:-18 J t1.O.0 1 No. C 72160 1 �q CMA- P i OFCAU Al connector plates ora ALPINE WavO 20 .. uNea proceYa 'H' for H h Btre 20 s' far Super or:Wap%a; 1/19/2017 268 - Hanewood Trus ARN/NG/ READ AND FOLLOWALL NOTES ON THIS ORAWINGI Cust: CN CONSTRUCTION 01 "IMPORTANT' FURNISH DIR: DriVe_J _h1611021_LOD008_JOD001 THIS DRAmNG TOALL CONTRACTORS INCLUDING THEINSTALLERS. Tneses m 3.lelbmm, Wx9ep. d OV m hg me Wud+p. RWm mmW ftN mw mrem amen w BO -1 M—v pmmvmw TCA)r W.1-0-omrm0mmfteimeivem —lisoaiw P,. m�,mmmrbnmew-5e 0. Ba® WO: OriveJ4_hi611021-L00 Dsgnr: BW ALC- 48 Wr/PLY: 36 noneaOmals, mp wimemmn,gTMm robe WW Dow mapmE2 aaadld Mwvm wmmeu2 mre ee�n doEwm lvmrepopmN mmdme,geoemiV. Coombe Wmwn nl� rm Pm.mrom mb�.lmmmm a.om.wmea.an0sm mePmm.m>a.ea,wme3a ®.wamw. Aogr Nmdm.omlaMwwmm.e TC Live 20.00 psf LiveDur L=1.25 P=1.25 ��r� IIL� o IUI�\\1IIl:`-' AL Poem,oswe..olv,.mlamewan0ma.mwLmme.imame�wke. TC (Pf) 0.00 psf SnowDur L=1.15 P-1.15 A°w,e4NeA.lamv as►iev Conmmwm O,dplro.,WmR n01M,a�roblo m, mry eslmbn lmm mb eraMms. mryfeNmWAe am taaeb TC Dead 12.00 psf Rep Nbr 8nd /Comp /Tens AN rTW COMPANY �mT1Y1O0 Mm NiBV3P11•mbr lmrwam,.nbPlm,3doauona Ws,>:mamm.. A on dila ttraw63A orcoverpa(p Remlg anh lbawblg, h3mcatos ooeepanee o1p7oloasbned r-PmdWft . BC Live 0.00 psf 1.15 / 1.10 / 1.10 Rem N.gnwswPR,.y.omie Pr4Wq fX 7-0-0 safety for are da-MneM-1 The sulbm30ry and man or ads&MOM fara"awcinm 3a two 3y of M4 eu7mhp D,mvomup-AN TSaa.I BC Dead 8.00 psf O.C.Spacing 2- 0- 0 1 TRUSPLUS 6.0 VER: T6.5.21 _ Bldg Code: CRC -2013 DEFL 11LPINE:Tw: .svrcr. .lcc RATIO: L/240 TC: L/24 1 • - I A • I { I Job Name: STEVENS Truss ID: J10 Qty: 4 BRC X -LOC REACT SIZE REQ'D TC 2x4 DFL I1 & Btr. Designed per ANSI/TPI 1-2007 Required bearing widths and bearing areas 1 0- i-12 432 5.50" 1.50" BC 2.4 DFL 01 & Btr. Fabrication Tolerance - 20.0% apply hen trussnot supported in a hanger. 2 B- 0-12 95 1.50" 1.50" 3 9-11- 0 26 1.50" 110" WEB 2.4 DFL STANDARD Bearings designed for an FcPery value of the Xcr (creep factor) 2.00 lesser lumber UPLIFT SuDPort CA.0 wind Non / 7-11- 4 402 HGR 1.50" . of the truss chord value or Refer to Joint QC Detail Sheeis for 625 for all bearings. -Wind I -110 lb BRG HANGER/CLIP NOTE Cp factors and Rotational Tolerances. IR41BC truss Dl ate values are based an 3 -28 lb -32 lb ' / NU526 SuDpo t Connection(5)/Nan9er(s) re Loaded for 10 PSF non -concurrent BOLL. testingg and approval as required by IBC 1703 Mark 11 interior bearing locations. 4 -146 TO mt desigq ed for horizontal loads. SEE SDIPSON GTALOG and ANSI/TPI and are reported in ESR -1118. PLATING BASED ON GREEN LUMBER VALUES. - Install interior supports) before erection. . HORIZONTAL REACrION(S) support 1 117 lb FOR ADDITIONAL INSTALLATION NOTES This truss is designed using the Not desiggne0 For atilt storage unless ASCE -10 Ni nd Specification noted otheMse, support 4 117 ib MAR DEFLECTION (a an) t L/894 MEN 4-5 (frVE) LC 47 Bldg Enclosed .Yes, ' L. -0.10" D. -0.27" T. -0.37" Truss Location . Not End Zone Exp Category C . /Diol L«aims Bldg length . 40.00 ft, Bldg Nidth . 30.00 ft 1 0- o- o o- o- o z 7- 0- 0 1 x- e- x 3 s- o- 0 6 a- o- 0 Mean roof height . 11.17 ft, mph 110 Occupancy Category II. Dead load . 12.0 psf cRITTCAI KOmER Was: Tc Cma.fSSwa. / TINs. 2 czx Designed as Main Wind Force Resisting System - -Low-rise and Comnents and Cladding 3ioi.isj i i.iif °o.ii . Tributary Area . 16p: gft 3-0 -ll 1.21 / 6 1.25j 0:14 0A -I u / 1 1.60 0.00 r BC COMP. / TEM.((((OIIk.3)3 CSI , ss0(o.9D) 1 1.60))/ 117((1.60)) 0.1x 40 - r 6-0 0.90)/ 0.00 l TIla9(11.6U) l - 2 1 36i i)% 0.06 _ • - 1 2 3 . 1 350 •" ' ' l - 1.5X3 B3- + W:108 W 108 Ui� 3- -11 f , R:95 3- -13 U: 2.7-12 SHIP ` 3X6 _ 0-12 Bi 11I f W T. T 4:508 0:� 4 &0.12 9.11-12 :-110 J MUS28 • f _ W:108 8A0 RA02 - I 4 6I U:446 No. C 72180 OVER 4 SUPPORTS 4i9 cnnL p SOF �� ' AO oonr,a0br pfetea ere ALPINEYf0Ve 20 uNeas presided by'/P far Sa�gH20 S'for Super Strergm l8 ga. Plates ars m be po&Mored DabO Repan • f per,bMt M Pia On peeltlm,ed ea ehawn above. 6ha1 gable sm plebs m anNedpstuotnel owes. 111912017 268 - Homewood IT u s WARNING! READ AND FOLLOW ALL NOTES ON THIS DRAWING! Cust: CM CDNSTRUCTION C� "IMPORTANT"' FURNISH THIS DRAMINGTOALL CONTRACTORS INCLUDING THE INSTALLERS DIR: Drive M h1611021 L00008_300001 /\ . ilumme rp4arpmmm meheeekeB,9.lam,9, alpg._ m,almam.Na..mm,a 2ea..ew mmm oa2�eeapcsl gwtdey ra w W0:DriveSLh161102I_LO0 Saar tamwbn, or TM mewrCA) mme.y Pmatmpn mpenmmbgaw,o� ammw,awl Prwm mnmmmr bmwa Pw acs/. ua® Dsgnr:. BW /LC . 50 Wr/PLV: 394 D� mmd pewwd.e, w amra amt nms mpmM m1oJ,.a anrmevl awe0aro ma Immo mma ams 1o,.e ° pepenr emawe NN mw¢ Laatlmm asmn a+lmmm+alama mmwaaw.e. a,p.lmA ereawl�wmmPm aes mase as.rax>e,p.mo2o�al.. Appb gmmmmaeemamm ma TC Live 20.00 psf Liow0ur L=1.25 P.1.25 �rl ��r� d IIL o IUB\\Ill poabemamrm.bwo m,emme xlepmw„pm�maom,meanmwwe. TC Snow Ptd 0.00 psf p=1. 1S J Aplm,a4hbM aTVBuIOg Cmrmmmae Grum ma. aml mltw rmpmemmbmrderlab,Ovn DV. em.6w, vrybmnpbtMAd Om m®F ANSVTP1 L ra hmaAV, ddbpkm, ms me Rep Xbr nd / C TC Dead 12.00 psf Rep Mbr Bnd /Comp /Tens aoumewmmm, a alxeawammm � rrW �"�' As on Ods mawbrgwcovxpepa Wtbg Ode~10n Urdhebs scmpmrrco ofproRsabrW ongb-tog rsaponalbuRy BC Live 0.00 psf 1.15 / 1.10 / 1.10 2820 K 0wraw Famy. o,m,datldA n Ts0a0 oA2y ror Bro eaagn aAown. Tho w17aNDry exM use of OVe al.wmg 7mmryebucbrra4 ave naponam)Dq, of tlro BuOdUry eIIA17111 BC Dead 8.00 psf O.C.Spacing 2- 0- 0' TRU$PLU$ 6.0 VER: T6.5.21 Fa axn mmm,a.a mNhb•.lyenemlpaee mpe.msm eme eem: A�,WrG .Ice: 81d Code: CRC -2013 9 DEFL RATIO: L/240 TC: 1L 24 ' i 1 f t r r 4 - , i Job Name: STEVENS Truss ID: J12 Q 4 BRC X -LOC REACT SIZE REO'D TC 2x4 DFL i1 & Btr. Designed per ANSI/TPI 1-2007 - Required bearing widths and bearing areas 1 0- 2-12 432 5.50" 1.50" 2 8- 0-12 94 1.50" 1.50" 3 10- 0-12 104 1.50" 1.50" BC 2x4 OF fI & Bir, Fabrication To - 20.0% • NEB 2x4 DFL STANDARD Bearings designed for an Fcpero value of the apply when truss not supported in a hanger. UPLIFT REACTION(S) : ' 4 11-11- 0 64 1.50" 1.50" X r (creepp factor) - 2.00 lesser of the truss chord lumber value or .Refer to ]pint a< Detail Sheets for 625 for all bearings. Support C&C Wind Non -Wind 1 -103 lb 5 7-11- 4 403 HGR 1.50" Cq factors and Rotational Tolerances. IRC/IeC truss plate values are based on 3 -71 16 -15 lb BRC NANGER/CLIP NOTE 5 MU526 Loaded for 10 PSF non -concurrent BCLL. testinr�gg d approval as required by IBC 1703 Nark Interior bearingg locations. to 4 -26 lb lb SUDpprt Conne<Forn '.)/Nanger(5) re all and ANSI/TPI and are reported ESR -1118. pUTING RASED ON GREEN LIRI1IR VALUES. Install triad support(;) before erection. 5 -133 HORIZONTAL REACTION(5) not desi9g M for horizontal loads. SEE This erbss is designed using the Not designed for attic storage unless support 1 131 ib + SDIpSON CATALOG FOR ADDITIONAL INSTALLATION Hams ASCE7-10 (find Spec3fi cation nootherwise. support S 139 lb M DEFLECTION (s an) : Bldg Enclosed .yes, Truss location - Not End Zone L/895 NF)1 4-5 (LIVE) LC 47 _ _ L' -0.10" a -0.27" T. -0.37" lo3.rc Loud w'o- 8% Lengggthy 40.00 ft, Bldg Nf Oth 30.00 ft Mean height ft, - 1 0- o- o o- oo z 1- 0- 0 S 7- a- z oof - 11.17 mph 110 + 9 Occupancy Cate or II, Dead Load ' 12.0 psf ' 'nd I e- o- a 6 e- o- o CRITICAL MUCts MCES: Designed as Main Force Resisting System t -Low-rise aM Components and Cladding / TIMs•(wn•3 csi 1< caw. (10:'-1.z 1-2 -]l0 1. is / O.li Tributary Area . 16 s,ft .z 2-1 10(((1.73 / 93)3 0. ]] 0-0 l9 1.13 / 37 1.15 0.01 +1(1.25 R1(1.603 0-0 / 0.00 aC alw. 000.. / TFMS. 002. CSI H 4-S Sa 1.60 / 126 1.25 0.35 3-6 -Sa 1.60 / 339 1.60 0.13 6.0 0((pp1UU.60))/ o((0.10)) 0.00 '' - , CONP M 2 S -16 T Vi(Ii.W3 Oa .B3) + 1 2 3 3 '3� 50 ea � • - '83R:64 I 1 1.5X3 W:108 W R:64 U:-26 I 3- 11 W 108 U: 701 4, ' -13 + R:94 ig 2-�12 SHIP i 3X8 . 0312 .2X4 �gFESSJ TqN f R 4328 8-0.12 10-0-1211-11-1�LLT U:-103 BS 1-6-0. •MU526 B-0-0 W:108 t ' r 4 6 R.403 U:-133 4+ No. C 72160 t OVER 5 SUPPORTSAl * i . g y p�d e� �-S oBn1B 20 'tlaed �a0mova�. , proal m d snp � e e Octet ao wMh 1/19/2017 268 - Homewood Tr ARNINGl READ AND FOLLOW ALL NOTES ON THIS DRAWING► Cust: CN CONSTRUCTION is (GAJ "IMPORTANT" DIR: DriveJ4_h161102LL000O8_J00001 i FURNISH nos DRAINING TO ALL CONTRACTORSINCLUDING THE INSTALLERS. Txwae. m4uYeammm mmmmwmd6v. nmWmm, N.yF6v,Nmmv ad n„d„a, Pxwm and mew ow mmnmm.a ecsi lauo33q pwrowwn W: Drive.-M-h1611021_L00 . Sotsb mme�.WMendy"CAIrrmobpoa piwW oenwnbq mae mndtom. mmenrnoPwue anmw.n wo� vno. eco. 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RATIO: L/240 TC: L 24 r a { A Job Name: STEVENS - Truss ID: J14B Qty: 22 BR1 X�LOC REAR R1aS0" gg -200X and ai are 0 :11 1110.1 Sr50" " BC 2z4 OF 41 & Btr. Fabriwttned orT Tolerance .PI aRaePPguir enetruss nottsuPPortedhs nna hanger. 3 7-11- 4 555 NGR 1.50" RCB (creeV fattor) �3LOOST� D - Blessengr far pp of rhe SupportREACTION C4C in0 Non BRC MANGER/CLIP NOTE ofethentrusschordclumberavalue a Refer to ]Dint OC Detail Sheets for 625 for all bearings. -Wind 1 -120 lb 3 MU536 W factors and Rotational Tolerances. •- IRC/IBC truss plate values are based on 2 -169 lb -253 lb Support Connection (s)/Manpper(s) are of desi9g ed for Aori .an al loads. Loaded for 10 PSF non -concurrent BOLL. testingg and approval as required by IBC 1703 Mark Dearing locations. 3 -196 lb SEE SIMPSON CATALOG FOR ADDITIONAL INSTALLATION NOTES all nterior and ANSI/TPI and arereported n ESR -1116. Shim bearings (1P needed) for req. support. Install 'nterior suvport(s) before erection. Not desiggned for This truss is designed using the AS Hind Specification ' MAX DEFLECTION (span) attic storage unless PLATING BASED ON GREEN LUMBER VALUES. - Bldg Enclosed . Yes. - Truss L/892 MEN 4-5 (LIVE) LC 47 noothenrise. Location .Not End Zone Ezp Category . C L. -0.10" a -0.25'• T. -0.35" /Diol L9ca13w,s - Bldp Lenggth . 40.00 ft, Bldg Width . 30.00 ft height ft, 1 0- 0- 0 c 0- 0- 0 2 7- o- e- 2 Mean roof . 11.17 mph ll0 Occupancy Cateeggoryy II, Dead Load . 13.0 psf 1 QTTIM MEMBEt weCES:°- ° ., ' Desiggnne--d35e nd N1 d Force Resisting System Components aM Cladding tt COIP. un. / TENS. mm. tsi Al2 2a!(((pi.zs3)% Tributary Area . 16 sqft ii(((i.66003) o.i9 - 3-0 -1(1.25)/ 1(1.fi0) 0.00 i at OjI TENS. (((nm.3) CSI 2 90 - ))33/ S-6 31 11I.m60)/ 91 1.60) a.08 6-0 1.i3)/ 0(1.60) 0.00 • - 3-5 C0-�S�la(l.Es3i TENii(1016U1 CSI ' f - 1 '2 3 . - 350 . • - r 1.5X3 B2 T - W:10 8 { R:10 • U:-253 } 2- -5 3X6 - SHIP 0--112 2X4 Ell B3 T .. R:451 - 7-10.8 .. 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Alprp+dm. na,mamenen6 �����m����•��a�� TC live 20.00 psf TC Snow(Pf) 0.00 psf SnowDur L-1.25 8=1:25 SnoiAur L=1.15 P=1.15 Aybee, a dl,bbn a mY Bv36Sm omn9m.womuom�, emE nm a,eapmvOAo tw mry deMmim nom ml.amm, cry lama m e,ms meow m TC Dead 12.00 psf Rep Mbr and /Comp /:Tens ens ANITWCCUKPANY aa°wTpAOp1ytliµy^�i �m,bmg, anbpAg. Momllmeb0o9g al memea seal on 9bbdrarft or<oY4rpeg0usmigdLadmrmg, Inalcama oaopmnce o7promsabrW�imporialNlly BC Live 0.00 Psf 1.15 / 1.10 / 1.10 nm N.owtaWPFvy.amMRWq Tr Tsp60 ° dgfpn al�S w2mMii(yarb us°of tlde d°wmg Nr any fbuemre m Um BaoT @ul 8C Dead 8.00 psf O. C.Spaci ng 2- 0- 0 ANSviW TRUSPLUS 6.0 VER: T6.5.21 F0 ppcUO" ° �e °N'pOiQe °v m°'D�emO "eiexo6 ma. Bldg Code: CRC aWNe:TN: •wmx .lcc: -2013 DEFL RATIO: L/240 TC: L/24 W, BUILDING ENERGY ANALYSIS REPORT RECEIVED PROJECT: APR 0.4 2017 STEVENTS RESIDENCE TRB AND ASSOCIATES SUNNYBROOK LANE PALERMO, CA 95968 Project Designer: CM CONSTRUCTION OROVILLE, CA.95965 PERMIT # 530-282-6400 ES BUTTE COUNTY DEVELOPMENT SERVIC REVIEWED FOR CODE COMPLIANCE Report Prepared by: DATE —V-//--/ —BY' RAFAEL SALAS R.S.R. Drafting & Design 10242 PARKINSON AVE WHITTIER, CA 90605 562-818-2003 REVIEWED Awfil FOR CODE COMPLIANCE Dnffing & D.ig,, APR 0'5 2017 Job Number: TRB AND ASSOCIATES Date: 12/27/2016 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 2013 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. Ener Pro 6.7 bZ Ener Soft User Number: 6194 ID: i I TABLE OF CONTENTS I Cover Page { , Table'of'Contents Form CF -1 R -PRF -01-E Certificate of Compliance Form MF -1 R Mandatory Measures Summary HVAC System Heating and Cooling Loads Summary Zone Load Summary Room Load Summary Room Heating Peak Loads Room Cooling Peak Loads EnergyPro 6.7 by Energysoft Job Number: ID: User Number: 6194 1 2 3 12 16 17 18 19 20 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 23:05, Tue, Dec 27, 2016 Calculation Description: Title 24 Analysis Input File Name: STEVENS-PALERMO.xml CF1 R -PRF -01 Page 1 of 9 GENERAL INFORMATION 01 Building Complies with Computer Performance 01 Project Name Residential Building 03 This building incorporates one or more Special Features shown below 02 Calculation Description Title 24 Analysis 08 Energy Use (kTDV/ft2-yr) 03 Project Location SUNNYBROOK LANE Compliance Margin Percent Improvement 04 City PALERMO 05 Standards Version Compliance 2015 06 Zip Code 95968 07 Compliance Manager Version BEMCmpMgr 2013-4 (744) 08 Climate Zone CZ11 09 Software Version EnergyPro 6.6 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 225 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft) 2631 15 Number of Zones 1 16 Slab Area (ft) 2631 17 Number of Stories 1 18 Addition Cond. Floor Area N/A 19 Natural Gas Available Yes 20 Addition Slab Area (ft) N/A 21 Glazing Percentage (%) 11.2% COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below 06 Registration Number: Registration Date/Time: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 HERS Provider: Report Generated at: 2016-12-27 23:06:12 ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 21.47 20.45 1.02 4.8% Space Cooling 32.29 31.32 0.97 3.0% IAQ Ventilation 1.00 1.00 0.00 0.0% Water Heating 11.16 11.73 -0.57 -5.1% Photovoltaic Offset -- 0.00 0.00 -- Compliance Energy Total 65.92 64.50 1.42 2.2% Registration Number: Registration Date/Time: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 HERS Provider: Report Generated at: 2016-12-27 23:06:12 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 23:05, Tue, Dec 27, 2016 Calculation Description: Title 24 Analysis Input File Name: STEVENS-PALERMO.xml REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Window overhangs and/or fins CF1R-PRF-01 Page 2of9 HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • IAQ mechanical ventilation Cooling System Verifications: • Minimum Airflow • Verified EER • Verified SEER • Refrigerant Charge • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing Domestic Hot Water System Verifications: • -- None -- ENERGY DESIGN RATING This is the sum of the annual TDV energy consumption for energy use components included in the performance compliance approach for the Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics) and accounting for the annual TDV energy offset by an on-site renewable energy system. . 02 Reference Energy Use Energy Design Rating Margin Percent Improvement Total Energy (kTDV/f2-yr)` 111.04 109.62. 1.42 1.3% includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Residential Building 2631 1 3 1 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 NEW HOME Conditioned HVAC Systeml 2631 9 DHW Sys 1 Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 Report Generated at: 2016-12-27 23:06:12 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 23:05, Tue, Dec 27, 2016 Calculation Description: Title.24 Analysis Input File Name: STEVENS-PALERMO.xml CF1 R -PRF -01 Page 3 of 9 OPAQUE SURFACES ATTIC 01 02 03 04 05 06. 07 08 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic NEW HOME Attic RoofNEW HOME Ventilated 8 0.1 0.85 Yes No 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft2) Tilt (deg) Front Wall NEW HOME R-19 Wall 225 Front 648 11Q 90 Left Wall NEW HOME R-19 Wall 315 Left 360 55 90 Rear Wall NEW HOME R-19 Wall 45 Back 648 140.264 90 Right Wall NEW HOME R-19 Wall 135 Right 360 29 90 Roof NEW HOME R-38 Roof Attic 2880 Registration Number — _ _ . Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 - Report Generated at: 2016-12-27 23:06:12 ATTIC 01 02 03 04 05 06. 07 08 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic NEW HOME Attic RoofNEW HOME Ventilated 8 0.1 0.85 Yes No Registration Number — _ _ . Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 - Report Generated at: 2016-12-27 23:06:12 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 23:05, Tue, Dec 27, 2016 Calculation Description: Title 24 Analysis Input File Name: STEVENS-PALERMO.xml CF1 R -PRF -01 Page 4of9 WINDOWS 01 02 03 04 Name Side of Building 01 02 03 04 05 06 07 08 09 10 Name Type Surface (Orientation -Azimuth) Width (ft) Height (ft) Multipli er Area (ft) U -factor SHGC Exterior Shading Window(4050) Window Front Wall (Front -225) 4.0 5.0 1 20.0 0.32 0.25 Insect Screen (default) Window(4050) 2 Window Front Wall (Front -225) 4.0 5.0 1 20.0 0.32 0.25 Insect Screen (default) Window(6050) Window Front Wall (Front -225) 6.0 5.0 1 30.0 0.32 0.25 Insect Screen (default) Window(4036) V\/indow Left Wall (Left -315) 4.0 3.5 1 14.0 0.32 0.25 Insect Screen (default) ln1indow(5040) Window Left Wall (Left -315) 5.0 4.0 1 20.0 0.32 0.25 Insect Screen (default) Window(2030) Window Left Wall (Left -315) 2.0 3.0 1 6.0 0.32 0.25 Insect Screen (default) Window(3050) Window Left Wall (Left -315) 3.0 5.0 1 15.0 0.32 0.25 Insect Screen (default) Window(3030) Window Rear Wall (Back -45) 3.0 3.0 1 9.0 0.32 0.25 Insect Screen (default) Window(4036) 2 Window Rear Wall (Back -45) 4.0 3.5 1 14.0 0.32 0.25 Insect Screen (default) Window(PAIRFRDOO R) Window Rear Wall (Back -45) 8.0 6.6 1.009 53.3 0.32 0.25 Insect Screen (default) Window(FRDOOR) Window Rear Wall (Back -45) 2.6 6.6 1.031 17.7 0.32 0.25 Insect.Screen (default) Window(3055) Window Rear Wall (Back -45) 3.0 5.4 1.006 16.3 0.32 0.25 Insect Screen (default) Window(3050) 2 Window Rear Wall (Back -45) 3.0 5.0 1 15.0 0.32 0.25 Insect Screen (default) Window(3050) 3 Window Rear Wall (Back -45) 3.0 5.0 1 15.0 0.32 0.25 Insect Screen (default) Window(4050) 3 Window Right Wall (Right -135) 4.0 5.0 1 20.0 0.32 0.25 Insect Screen (default) Window(3030) 2 Window Right Wall (Right -135) 3.0 3.0 1 1 9.0 0.32 0.25 Insect Screen (default) DOORS 01 02 03 04 Name Side of Building Area (ft) U -factor Door(3068) Front Wall 20.0 0.50 Door(3068) 2 Front Wall 20.0 0.50 Registration Number: Registration Date/Time: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 HERS Provider: Report Generated at: 2016-12-27 23:06:12 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Description: Title 24 Analysis Calculation Date/Time: 23:05, Tue, Dec 27, 2016 Input File Name: STEVENS-PALERMO.xml CF1 R -PRF -01 Page 5of9 OVERHANGS AND FINS. 01 02 03 04 05 06 07 Total Cavity Winter Design 01 02 03 04 05 06 07 08 09 10 11 12. 13 14 • Cavity/Frame: no insul.12x4 Top Chrd Overhang 2x4 Top Chord of Roof Truss @ 24 Left Fin Attic RoofNEW HOME Attic Roofs Wood Framed Ceiling Right Fin none 0.644 Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up Distl- Bot Up Depth Top Up Dist R Bot Up' VUndow(4050) 8 0.1 8 8 0 0 0 0 0 0 0 0 0 VUndow(4050) 2 8 0.1 8 8 0 0 0 0 0 0 0 0 0 VVndow(6050) 8 0.1 8 8 0 0 0 0 0 0 0 0 0 VUndow(4036) 8 0.1 8 8 0 0 0 0 0 0 0 0 0 VVndow(5040) 2 0.1 2 2 0 0 0 0 0 0 0 .0 0 Window(2030) 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window(3050) 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window(3030) 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window(4036) 2 2 0.1 2 2, 0 0 0 0 0 0 0 0 0 Window(PAIRFRDOOR) 8 0.1 8 8 0 0 0 0 0 0 0 0 0 Window(FRDOOR) 8 0.1 8 8 0 0 0 0 0 0 0 0 0 Window(3055) 2 0.1 2 2 0 0 0 0 0 0 0 0 0 VVndow(3050) 2 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window(3050) 3 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window(4050) 3 2 0.1 2 2 0 •0 0 0 0 0 0 0 0 Window(3030) 2 2 0.1 -2 2 0 0 0 0 0 0 0 0 0 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 Total Cavity Winter Design Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers • Cavity/Frame: no insul.12x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 Roof Deck: Wood Siding/sheathing/decking Attic RoofNEW HOME Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board • Cavity/Frame: R -19/2x6 ' Exterior Finish: Wood R-19 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 19 0.069 Siding/sheathing/decking • Inside Finish: Gypsum Board Ceilings (below Cavity/Frame: R-9.1 /2x4 R-38 Roof Attic attic) - Wood Framed Ceiling 2x4 @ 24 in. O.C. R 38 0.025 Over Floor Joists: R-28.9 insul. Registration Number: _ Registration Date/Time: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version- CF1R-04072016-744 HERS Provider: _ Report Generated at: 2016-12-27 23:06:12 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Description: Title 24 Analysis Calculation Date/Time: 23:05, Tue, Dec 27, 2016 Input File Name: STEVENS-PALERMO.xml CF1 R -PRF -01 Page 6 of 9 SLAB FLOORS 01 02 03 04 05 06 07 Name Zone Area (ft) Perimeter (ft) Edge Insul. R -value & Depth Carpeted Fraction Heated Slab NEW HOME 2631 224 None 0.8 No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required — WATER HEATING SYSTEMS 01 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) DHW Sys 1 - 1/1 DHW Standard DHW Heater 1 1 .0% WATER HEATERS 01 02 03 04 05 06 07 08 Name Heater Element Type Tank Type Tank Volume (gal) Energy Factor or Efficiency Input Rating Tank Exterior Insulation R -value Standby Loss (Fraction) DHW Heater 1 Natural Gas Small Storage 50 0.575 40000-Btu/hr 0 0 WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Point -of Use Recirculation Control Central DHW Distribution DHW Sys 1 - 1/1 - --- --- — SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name Cooling Component 1:Heating Component 1:Air Distribution System 1:HVAC Fan 1:1 Other Heating and Cooling Heating Component 1 Cooling Component 1 HVAC Fan 1 Air Distribution System 1 System Registration Number: Registration Date/Time: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 HERS Provider: Report Generated at: 2016-12-27 23:06:12 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 23:05, Tue, Dec 27, 2016 Calculation Description: Title 24 Analysis Input File Name: STEVENS-PALERMO.xml HVAC - HEATING UNIT TYPES 01 02 03 Name Type Efficiency Heating Component 1 CntrlFurnace - Fuel -fired central furnace 92 AFUE CF1 R -PRF -01 Page 7 of 9 HVAC - COOLING UNIT TYPES 01 02 03 04 05 06 07 Name System Type Efficiency EER SEER Zonally Controlled Multi -speed Compressor HERS Verification Cooling Component 1 SplitAirCond 12.5 16 Not Zonal Single Speed Cooling Component 1 -hers -cool HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Cooling Component l -hers -cool Required 350 Required Required Required HVAC - DISTRIBUTION SYSTEMS 01 01 02 03 04 05 06 07 Name Type Duct Leakage Insulation R -value Duct Location Bypass Duct HERS Verification Air Distribution System 1 DuctsAttic Sealed and tested 8 Attic None Air Distribution System 1 -hers -dist HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage Air Handler Air Distribution System 1 -hers -dist Required 6.0 Not Required Not Required Not Required Not Required — HVAC -FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1 -hers -fan Registration Number: Registration Date/Time: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 HERS Provider: Report Generated at: 2016-12-27 23:06:12. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 23:05, Tue, Dec 27, 2016 Calculation Description: Title 24 Analysis Input File Name: STEVENS-PALERMO.xml CF1 R -PRF -01 Page 8 of 9 HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM) HVAC Fan 1 -hers -fan Required 0.58 IAQ (Indoor Air Quality) FANS 01 02 03 04 05 06 Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 56.31 0.25 Default 0 Required Registration Number: Registration Date/Time: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 HERS Provider: Report Generated at: 2016-12-27 23:06:12 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 23:05, Tue, Dec 27, 2016 Calculation Description: Title 24 Analysis Input File Name: STEVEN S-PALERMO.xml CF1 R -PRF -01 .Page 9of9 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: RAFAEL SALAS Documentation Author Signature: Company: Signature Date: R.S.R. Drafting & Design 12/27/2016 _ - Address: CEA/HERS Certification Identification (If applicable)` 10242 PARKINSON AVE City/State��ITTIER, CA 90605 Phone: 562-818-2003 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: _ 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Responsible Designer Signature: Company: Date Signed: CM CONSTRUCTION Address: License: City/State/Zip: Phone: OROVILLE , CA 95965 530-282-6400 0 Registration Number: - - Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 - Report Generated at: 2016-12-27 23:06:12 2013 Low -Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. Exceptions may apply. Review the respective code section for more information. Building Envelope Measures: §1 10.6(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. § 1 10.6(a)5: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of § 10- 111 (a). § 110.7: Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed. § 1 10.8(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R. § 110.8(i): The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of § 110.8(i) when the installation of a cool roof is specified on the CFI R. § 110.80): A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CFI R. Minimum R-30 insulation in wood -frame ceiling; or the weighted average U -factor shall not exceed 0.031. Minimum R-19 in a § 150.0(a): rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air leakage. §I50.0(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -value. § 150.0(c): Minimum R-13 insulation in 2x4 inch wood framing wall or have a U -factor of 0.102 or less (R-19 in 2x6 or 0.074 maximum U - factor). § 150.0(d): Minimum R-19 insulation in raised wood -frame floor or 0.037 maximum U -factor. In Climate Zones 14 and 16 a Class 11 vapor retarder shall be installed on the conditioned space side of all insulation in all exterior § 150.0(g)1: walls, vented attics and unvented attics with, air -permeable insulation. In Climate Zones 1-16 with unvented crawl spaces the earth floor of the crawl space shall be covered with a Class I or Class II § l 50.0(g)2: vapor retarder. In a building having a controlled ventilation crawl space, a Class I or Class II vapor retarder shall be placed over the earth floor of § 150.0(g)3:. the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section 150.0(d). § 150.0(1): Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as part of a heated slab floor meets the requirements of § 1 10.8 150.0 § (q)' Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U- factor of 0.58; or the weighted average U -factor of all fenestration shall not exceed 0.58. Fireplaces, Decorative Gas Appliances and Gas Log Measures: § 150.0(e) I A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. § l 50.0(e) I 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 readily accessible, operable, and tight -fitting damper or a combustion -air control device. § 150.0(e)1 C: Masonry or factory -built fireplaces have a flue damper with a readily accessible control. §I50.0(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: § 110.0-§ 110.3: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission. § 110.3(c)5: Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of § 1 10.3(c)5. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appli- § 110.5: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool ands a heaters. § 150.0(h) 1: Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified in § 150.0(h)2. § 150.0(h)3A: Installed air conditioner and heat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of any dryer vent. § 150.0(i): Heating systems are equipped with thermostats that meet the setback requirements of § 110.2(c). § 150.00)1 A: Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. § 150.00)1 B: Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. For domestic hot water system piping, whether buried or unburied: the first 5 feet of hot and cold water pipes from the storage tank, all piping with a nominal diameter of 3/4 inch or larger, all piping associated with a domestic hot water recirculation system § I50.00)2A: regardless of the pipe diameter, piping from the heating source to storage tank or between tanks, piping buried below grade, and all hot water pipes from the heating source to kitchen fixtures must be insulated according to the requirements of TABLE 120.3- A. § I50.00)2B: All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve that allows for installation, removal, and replacement of the enclosed pipe and insulation. 2013 Low -Rise Residential Mandatory Measures Summary § 150.00)2C: Pipe for cooling system lines shall be insulated as specified in § 150.00)2A. Piping insulation for steam and hydronic heating systems or hot water systems with pressure> 15 psig shall meet the requirements in TABLE 120.3-A. § 150.00)3: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For § 150.00)3A: example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or painted with coating that is water retardant and provides shielding from solar radiation that degrades the material. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I § 150.00)3 B: or Class 11 vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class li vapor retarder. Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the § 150.0(n)1: space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the installed water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. § 150.0(n)2: Recirculating loops serving multiple dwelling units shall meet the requirements of § 1 10.3(c)5. § I50.0(n)3: Solar water -heating systems and collectors shall be certified and rated by the.Solar Rating and Certification Corporation (SRCC) or by a testing agency approved by the Executive Director. Ducts and Fans Measures: All air -distribution system ducts and plenums installed are sealed and insulated to meet the requirements of CMC §601.0, §602.0, §603.0, §604.0, §605.0 and ANSUSMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-6.0 (or higher if required by CMC §605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts are mechanically fastened. Openings shall be sealed § 150.0(m) I: 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 greater than Y4 inch, the combination of mastic and either mesh or tape shall be used. 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. Factory -Fabricated Duct Systems shall comply with specified requirements for duct construction, connections, and closures; joints § 150.0(m)2: 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. § 150.0(m)3-6: Field -Fabricated Duct Systems shall comply with requirements for: pressure -sensitive tapes, mastics, sealants, and other requirements specified for duct construction; duct insulation R -value ratings; duct insulation thickness; and duct labeling. § I50.0(m)7: All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. § 150.0(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers except combustion inlet and outlet air openings and elevator shaft vents. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not § 150.0(m)9: limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. § 150.0(m)10: Flexible ducts cannot have porous inner cores. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts shall be § 150.0(m)1 1: sealed and duct leakage tested, as confirmed through Feld verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal § 150.0(m)12: conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of §150.0(m) 12. Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The § I50.0(m)13: space conditioning system must also demonstrate airflow >_ 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy:5 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Zonally controlled central forced air cooling systems shall be capable of simultaneously delivering, in every zonal control mode, § I50.0(m)15: an airflow from the dwelling, through the air handler fan and delivered to the dwelling, of> 350 CFM per ton of nominal cooling capacity, and operating at an air -handling unit fan efficacy of<_ 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. All dwelling units shall meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of § 150.0(0): central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing the Whole Building Ventilation. § I50.0(o)I A: Whole Building Ventilation airflow shall be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Pool and Spa Heating Systems and Equipment Measures: Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency § 110.4(a): Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating. 2013 Low -Rise Residential Mandatory Measures Summary § l 10.4(b) I: Any pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction and return lines, or built-up connections for future solar heating. § 1 10.4(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. § 1 10.4(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 pro - rammed to run only during off-peak electric demand periods. § 110.5: Natural gas pool and spa heaters shall not have a continuous burning pilot light. § 150.0(p): Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements. Lighting Measures: §1 10.9: All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of § 110.9. § 150.0(k)I A: Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with § I50.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-13, as applicable. § 150.0(k)1 B: When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply with the applicable provisions of § 150.0(k). The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with § 150.0(k) I C: § 130.0(c). In residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical equipment has been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180 watts of low efficacy lighting er electrical box. § 150.0(k)I D: Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no § 150.0(k) I E: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § 130.0(c). Night lights do not need to be controlled by vacancy sensors. § 150.0(k) I F: Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable requirements of §150.0(k). §I50.0(k)2A: High efficacy luminaires must be switched separately from low efficacy luminaires. §I50.0(k)2B: Exhaust fans shall be switched separately from lighting systems. § I50.0(k)2C: Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. §I50.0(k)2D: Controls and equipment are installed in accordance with manufacturer's instructions. § 150.0(k)2E: No control shall bypass a dimmer or vacancy sensor function if the control is installed to comply with § 150.0(k). § 150.0(k)2F: Lighting controls comply with applicable requirements of § 110.9. An Energy Management Control System (FMCS) may be used to comply with dimmer requirements if: it functions as a dimmer § I50.0(k)2G: according to § 110.9; meets Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5; and all other requirements in §150.0(k)2. An Energy Management Control System (FMCS) may be used to comply with vacancy sensor requirements of §I50.0(k) if: it § 150.0(k)2H: functions as a vacancy sensor according to § 110.9; meets Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5; and all other requirements in § 150.0(k)2. § I50.0(k)2I: A multiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the functionality of a dimmer according to § 1 10.9, and complies with all other applicable requirements in § I50.0(k)2. § I50.0(k)3A: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only § 150.0(k)3B: the inside of the cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are considered kitchen lighting if they are not separately switched from kitchen lighting. § 150.0(k)4: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. § I50.0(k)5: A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom shall be high efficacy or controlled by vacancy sensors. § I50.0(k)6: Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and controlled by vacancy sensors. § 150.0(k)7: Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy, or shall be controlled by either dimmers or vacancy sensors. Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; have a label that certifies that the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; be sealed with a gasket or caulk between the luminaire housing § I50.0(k)8: and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and allow ballast maintenance and replacement without requiring cutting holes in the ceiling. For recessed compact fluorescent luminaries with ballasts to qualify as high efficacy for compliance with § I50.0(k), the ballasts shall be certified to the Energy Commission to comply with the applicable requirements in § 110.9. For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements: i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and § 150.0(k)9A: ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours; and iii. Controlled by one of the following methods: 2013 Low -Rise Residential Mandatory Measures Summary a. Photocontrol not having an override or bypass switch that disables the photocontrol; or b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is programmed to automatically turn the outdoor lighting OFF during daylight hours; or c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of an astronomical time clock in accordance with §1 10.9; meets the Installation Certification requirements in §130.4; meets the requirements for an EMCS in §130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically turn the outdoor lighting OFF during daylight hours. For low-rise multifamily residential buildings, outdoor l:ghting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the §I50.0(k)9B: following requirements: i. Shall comply with § 150.0(k)9A; or ii. Shall comply with the applicable requirements in §1 tO.9, § 130.0, § 130.2, §130.4, §140.7 and §141.0. §I50.0(k)9C: For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by §I50.0(k)9B or 150.0(k)9D shall comply with the applicable requirements in § 1 10.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0. § 150.0(k)9D: Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply with the applicable requirements in § 110.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0. § 150.0(k)10: Internally illuminated address signs shall comply with § 140.8; or shall consume no more than 5 watts of power as determined according to § 130.0(c). § 150.0(k)1 1: Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for nonresidential garages in § 110.91 § 130.0, § 130. 1, § 130.4, § 140.6, and § 141.0. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of § I50.0(k)I2A: the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controlled by an occupant sensor. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building shall: § 150.0(k)1213: i. Comply with the applicable requirements in § 110.9: § 130.0, § 130. 1, § 140.6 and § 141.0; and ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of ingress and egress. Solar Ready Buildings: Single family residences located in subdivisions with. ten or more single family residences and where the application for a § 1 10.10(a)1,: tentative subdivision map for the residences has been deemed complete, by the enforcement agency, on or after January 1, 2014, shall comply with the requirements of § 110.10(b) through § 110.10(e). § 110.10(a)2: Low-rise multi -family buildings shall comply with the requirements of § 110.10(b) through § 110.10(d). The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area shall be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for §1 10.10(b)1: buildings with roof areas greater than 10,000 square feet. For single family residences the solar zone shall be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone shall be located on the roof or overhang of the building or on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the building project and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area. § 1 10.10(6)2: All sections of the solar zone located on steep -sloped roofs shall be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: No obstructions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shall be located in the solar zone. Any obstruction, located on the roof or any other part of the building that projects above a solar zone shall be located at least twice §I 10.10(b)3B: the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane. § 1 10.10(b)4: For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. The construction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit § 1 10.10(c): from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service panel); a pathway for routing of plumbing from the solar zone to the water -heating system. § 110.10(d): A copy of the construction documents or a comparable document indicating the information from § 1 10.10(b) through § l 10.10(c) shall be provided to the occupant. §1 10.10(e)1: The main electrical service panel shall have a minimum busbar rating of 200 amps. The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a § 1 10.10(e)2: future solar electric installation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or main circuit location, and permanently marked as "For Future Solar Electric". HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name STEVENTS RESIDENCE Date 12/27/2016 System Name HVAC System Floor Area 2,631 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 1,071 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 80,000 22,117 1,347 648 25,116 Total Output (Btuh) 80,000 0 Output Btuh/sgft 30.4 1,096 1,264 Cooling System 0 0 Output per System 60,000 0 0 0 0 Total Output Btuh 60,000 0 1,347 0 Total Output (Tons) 5.0 1,096 1,264 Total Output (Btuh/sgft) 22.8 Total Output sgft/Ton 526.2 24,310 27,644 Air System CFM per System 0 HVAC EQUIPMENT SELECTION Airflow cfm 0 High Efficiency Fau/AC 52,696 0 80,000 Airflow cfm/sgft) 0.00 Airflow (cfm/Ton) 0.0 Outside Air (%) 0.0% Total Adjusted System Output 52,696 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 0 Aug 3 PM 80,000 Jan 1 AM Outside Air cfm/sgft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 25 OF Outside Air 0 cfm 67 OF 67 OF 105 OF Heating Coil 104 OF ROOM 68 OF COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 104/72°F Outside Air 0 cfm 76 / 62 OF 76/62°F 55/54°F Cooling Coil 56 / 54 OF 46.7% ROOM 75 / 62 OF EnergyPro 6.7 by EnergySoft User Number: 6194 RunCode: 2016-12-27T23:07:01 ID: Page 16 of 21 ZONE LOAD SUMMARY Project Name STEVENTS RESIDENCE Date 12/27/2016 System Name HVAC System Floor Area 2,631 ZONE LOAD SUMMARY ZONAL SYSTEM COOLING PEAK HEATING PEAK ZONE NAME SYSTEM NAME Mult. CFM Sensible Latent Heating OA CFM Peak Hr CFM Sensible Latent CFM Sensible NEW HOME 1.0 0 Aug 3 PM 1,071 22,117 1,347 648 25,116 TOTALS 0 0 0 0 Aug 3'PM 22,117 1,347 25,116 (BLOCK LOAD) EnergyPro 6.7 by EnergySoft - User Number: 6194 RunCode: 2016-12-27T23:07:01 ID: Page 17 of 21 ROOM LOAD SUMMARY Project Name Date STEVENTS RESIDENCE 12/27/2016 System Name Floor Area HVAC System 2,631 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK I COIL HTG. PEAK Zone Name Room Name Mult. CFM Sensible Latent CFM Sensible Latent CFM Sensible NEW HOME NEW HOME 1 1 1,0711 22,1171 1,347 1,071 22, 1171 1,3471 6481 25,116 PAGE TOTAL TOTAL* 1,071 22,117 1,347 648 25,116 1,071 F 22,117 1,347 648 25,116 * Total includes ventilation load for zonal systems. Ener Pro 6.7 by Ener Soft User Number: 6194 RunCode: 2016-12-27T23:07:01 ID: Pae 18 of 21 ROOM HEATING PEAK LOADS Project Name STEVENTS RESIDENCE ROOM INFORMATION Room Name Floor Area Indoor Dry Bulb Temperature Conduction R-19 Wall IWC 5300 Vinyl/Low-E Wood Door R-38 Roof Attic Slab -On -Grade DESIGN CONDITIONS NEW HOME Time of Peak 2,631.00 Outdoor Dry Bulb Temperature 68 OF Area U -Value AT OF 1,681.7 294.3 40.0 2,880.0 perim = 224.0 X X X X X X X X X X X X X X X X X X X X x X X X X X X X X X X 0.0740 X X X X X X X X X X X X X X X X X X X X X X X X X X X. X X X X 43 0.3200 43 0.5000 43 0.0250 43 0.7300 43 ' Items shown with an asterisk (') denote conduction through an interior surface to another room Page To Infiltration: 1.00 X 1.074 X 2,631 X 9.00 X 0.259 /60] X C Schedule Air Sensible Area Ceiling Height, ACH AT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 12/27/2016 Jan 1 AM 25 OF Btu/hr 5,351 4,050 860 3,096 7,031 tal 20,388 43 1161 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date STEVENTS RESIDENCE 12/27/2016 ROOM INFORMATION DESIGN CONDITIONS Room Name NEW HOME Outdoor Dry Bulb Temperature 104 OF Floor Area 2,631.0 ft' Outdoor Wet Bulb Temperature 72 OF Indoor Dry Bulb Temperature 75 OF Outdoor Daily Range:' 37 OF Opaque Surfaces R-19 Wall Wood Door R-19 Wall R-19 Wall R-19 Wall R-38 Roof Attic Orientation .(SIM (SIM (NIM (NE) 9(N) Area X X X X X X X X X U -Factor X X X X X X X` X X CLTD1 = = _ = = = _ = = 538.0 0.0740 25.0 40.0 0.5000 25.0 305.0 0.0740 24.2. 507.7 0.0740 23.0 331.0 0.0740 25.0 2,880.0 0.0250 50.2 0.01 13.9 20.0 21.9 0.0 13.9 6.0 21.9 0.0 13.9 15.0 Page Total ' Items shown with an asterisk (*) denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fenestration Window(4050) Window(4050) wndow(6050) Window(4036) Window(5040) Window(2030) Wndow(3050) Window(3030) Window(4036) Orientation (SIM (SIM ISM (NIM (NW) (NIM (NW) (NE) (NE) Shaded Area X X X X X X X X X GLF + + + + + + + + + Unshaded Area X X X X X X X X X GLF = = _ = = _ = = = . 20.0 13.9 0.0 25.7 20.0 13.9 0.0 25.7 30.0 '.13.9 0.6 25.7. 0.0 13.9 14.0 21.9 0.01 13.9 20.0 21.9 0.0 13.9 6.0 21.9 0.0 13.9 15.0 21.9 0.0 13.9 9.0 21.9 0.0 13.9 14.01 21.9 Page Total Btu/hr 995 500 547 864 612 3,614 7,1 Btu/hr 278 278 417 Internal Gain Btu/hr Occupants 7 9 Occupants X 245 Btuh/occ. 1,; Equipment 2,631 Floor Area X 0.50 w/sgft = 4, Infiltration: 1.074 X 0.82 X 108.52 X 29 = Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 22,117 Latent Gain Btu/hr Occupants 7�17.9 Occupants X r 155 Btuh/occ. = 1,223 Infiltration: 4,815 X 0.82 X 108.52 X 0.00029 = 124 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,2231 I EnergyPro 6.7 by EnergySoft User Number: 6194 Run Code: 2016-12-27T23:07:01 ID: Page 20 of 21 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date STEVENTS RESIDENCE 12/27/2016 ROOM INFORMATION DESIGN CONDITIONS Room Name NEW HOME Outdoor Dry Bulb Temperature 104 OF Floor Area 2,631.0 ft' Outdoor Wet Bulb Temperature 72 OF Indoor Dry Bulb Temperature 75 °F Outdoor Daily Range: 37 OF Opaque Surfaces Orientation Area U -Factor CLTD1 Btu/hr I X X - X X = X X = X X = X X = X X = X X = X X = X X = Page Total 0 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Wndow(PAIRFRDOOR) (NE) 0.0 X 13.9 + 53.3 X 21.9 = 1,169 Window(FRDOOR) (NE) 0.0 X 13.9 + 17.7 X 21.9 = 388 Window(3055) (NE) 0.0 X 13.9 + 16.3 X 21.9 = 357 Wndow(3050) (NE) 0.0 X 13.9 + 15.0 X 21.9 = 329 Window(3050) (NE) 0.0 X 13.9 + 15.0 X 21.9 = 329 Window(4050) (SE) 10.1 X 13.9 + 9.9 X 25.7 = 394 Window(3030) (SE) 7.6 X 13.9 + 1.4 X 25.7 = 142 X + X = X + X = Page Total 3,10 Internal Gain Btu/hr Occupants 79 Occupants X• _ 245 Btuh/occ. = 1,934 Equipment 2,631 Floor Area X 0.50 w/sgft Infiltration: 1.074 X 0.82 X 108.52 X 29 = 2,770 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 22,117 Latent Gain Btu/hr Occupants 7.9 Occupants X 155 Btuh/occ. = 1,223 Infiltration: 4,815 X 0.82 X 108.52 X. 0.00029 = 124 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,223 Ener Pro 6.7 by Ener Soft User Number: 6194 RunCode: 2016-12-27T23:07:01 ID: Page 21 of 21 January 20, 2017 FEB 16 2017 RE: Stevens Residence, Sunnybrook Lane, Palermo, CA TRB AND ASSOCIATES To Whom It May Concern: I have reviewed the truss calculations by Homewood Truss dated 1-19-17 and have found that the trusses appear to be designed in accordance with the general design concept of the structural documents dated 1-16-17. The specific design shall remain the responsibility of the engineer who has sealed the calculations. Sincerely, PERMIT BUTTE COUNTY DEVELOPMENT SERVICES Ryland Burdette, P.E. REVIEWED FOR CODE COMPLIANCE f� DATE DY�� C7 * EXP. sT Cwl� 9 OF CA1 �FO� 02. 0 F.7 pc i 41 `}` '' Butte County Department of Development Services PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 Main Phone (530)538-7601 Fax (530) 538-7785 DEVEIOPMENTSEBVICES www.buttecounty.net/dds P.191-003.111. u.. DPC-12 SECTION A4.602 RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE °`°. �r-%IsCIVr_IJ MAR 2 9 2011 1 TRB AND ASSOCIATES VERIFICATIONS LEVELS ENFORCING AGENCY TO APPLICANT TO SELECT SPECIFY ELECTIVE MEASURES VERIFICATION METHOD FEATURE OR MEASURE Prerequisites and Installer 1 Enforcing or Third electives I Agency Designer ' arty © 0 0 Mandatory Tier 1 Tier 2 All All All PLANNING AND DESIGN _ Site.Selection 71 A4.103.1 A site which complies with at least one of the following characteristics is selected: 1. An infill site is selected. 0 0 0 0 0 2. A greyfield site is selected. 0 0 0 0 .0 3. An EPA -recognized p p © p 0 Brownfield site is selected. A4.103.2 Facilitate community connectivity by one of the following methods: 1. Locate project within a'/4 p 0 0 0 p .* -mile true walking distance of at { least 4 basic services; 2. Locate project within 1/2 -Mile 0 p p 0 p true walking distance of at least 7, basic services; 3 Other methods increasing p © 11 access to additional resources. 'Site Preservation A4.1041 An indvidual with oversight responsibility for the project has participated in an educational program promoting 0 environmentally friendly design or development and has provided REVIEWED training or instruction to appropriate entities. F R CODE COMPL ANbE ,Deconstruction -and Reuse -of - tkitting Materials "•..: A4.105.2 Existing buildings are disassembled for reuse or recycling of building materials. RB AND ASSOCI UES The proposed, structure utilizes at 0 p 0 p 0 least one of the following materials which can be easily reused: 1. Light fixtures 4," 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE °`°. �r-%IsCIVr_IJ MAR 2 9 2011 1 TRB AND ASSOCIATES 2. Plumbing fixtures 3. Doors and trim 4. Masonry 5. Electrical devices 6. Appliances 7. Foundations or portions of © _ 0 - 0 foundations , ilSte Development _ .. i - -. 4.106.2 A plan is developed and occupancy. implemented to manage storm 2. Site access is water drainage during accomplished by minimizing construction. the amount of cut and fill '4.106.3 Construction plans shall Q O 0 0. needed to install access indicate how site grading or a roads and. driveways. drainage system will manage all px 3. Underground construction surface water flows to keep water activities are coordinated to from entering buildings. utilize the same trench, A4.106.1 Reserved. 0 0 0 0 0 A4.106.2.1 Soil analysis is 0 0 0 0 the disturbed soil is exposed performed by a licensed design and the soil is replaced using professional and the findings 0 0 ® 0' 0 • utilized in the structural design of methods. the building. A4.106.2.3 Topsoil shall be A4.106.2.2 Soil disturbance and erosion are minimized by at least one of the following: 1. Natural drainage patterns are evaluated and erosion controls are implemented to © 0 0 0 0 minimize erosion during , construction and after occupancy. 2. Site access is accomplished by minimizing the amount of cut and fill 0 Q O 0 0. needed to install access roads and. driveways. 3. Underground construction activities are coordinated to utilize the same trench, minimize the amount of time '. 0 0 0 0 0 the disturbed soil is exposed and the soil is replaced using accepted compaction methods. A4.106.2.3 Topsoil shall be protected or saved for reuse as 0 0 0 specified in this section. Tier 1. Displaced topsoil shall be stockpiled for reuse in a 02 M2 designated area and covered or protected from erosion. -Tier 2. The construction area E32 shall be identified and 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE { 2 delineated by fencing or r ' delineated by fencing or flagging to limit construction , activity to the construction ` area. A4.106.3 Postconstruction landscape designs accomplish one or more of the following: 1. Areas disrupted during p 13' p p construction are restored to be consistent with native , vegetation species and patterns. ' 2. Limit turf areas to the ' greatest extent possible. a. Not more than 50 percent p p p p for Tier 1. b. Not more than 25 percent p © p p for Tier 2. 3. Utilize at least 75 percent p p p p, p native California or drought tolerant plant and tree species appropriate for the climate zone region. 4. Hydrozoning irrigation p fl p p p techniques are incorporated into the landscape design. ' A4.106.4 Permeable paving is , utilized for the parking, walking or patio surfaces in compliance with the following: Tier 1. Not less than 20 l� p p p percent of the total parking, walking or patio surfaces shall be permeable. - Tier 2. Not less than 30xp" p p p percent of the total parking, walking or patio surfaces shall be permeable. A4.106.5 Roofing materials ; shall have a minimum 3 -year , aged solar reflectance and thermal emittance or a minimum Solar Reflectance Index (SRI) ' equal to or greater than the values specified in Tables A4.106.5.1(1) and. A4.106.5.1(2) for low-rise residential buildings and Tables A4.106.5.1(3) and A4.106.5;1(4) for high rise residential buildings. ' Low-rise Residential Tier 1 roof covering shall meet or exceed the values [K12 contained in Table - A4.106.5.1(1). 2M CALIFORNIA GREEN BUILDING STANDARDS CODE 3 • Tier 2 roof covering shall meet or exceed the values contained in Table A4.106.5.1(2). High-rise Residential, Hotels and Motels Tier 1 roof covering shall meet or exceed the values contained in Table A4.106.5.1(3). Tier 2 roof covering shall meet or exceed the values contained in Table A4.106.5.1(4). A4.106.6 Install a vegetated 02 g12 roof for at least 50 percent of O2 A4.106.6 Install a vegetated roof for at least 50 percent of , the roof area. Vegetated roofs shall comply with requirements ❑ ® 13. ❑ O for roof gardens and landscaped roofs in the California Building Code, Chapters 15 and 16. ' A4.106.7 Reduce nonroof heat islands for 50 percent of sidewalks, patios, driveways or ❑ ❑ ❑ ❑ ❑ other paved areas by using one ' or more of the methods listed. - A4.106.8 Provide capability for the installation of electrical vehicle supply equipment in O O O O O single-family and multifamily structures. ` A4.106.9 Provide bicycle ❑, ❑ ❑ parking facilities as noted below or meet a local ordinance, whichever is more stringent. Number of bicycle parking spaces may be reduced, as approved by the enforcing ,. agency, due to building site characteristics, including but not limited to, isolation from other development. r ' 1. Provide short-term bicycle p ❑ ❑ ❑ ❑ parking, per Section A4.106.9.1. ' 2. Provide long-term bicycle ❑ p p , ❑ ❑ parking for multifamly buildings, per Section ' A4.106.9.2. ' 3.' Provide long-term bicycle ❑ p p p ❑ parking for hotel and motel buildings, per Section A4,106.9.3. 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 4 A4.106.10 [HR] Outdoor f Environmental;Conditions r w:^xi ' . A4.107.1 Items in this section are lighting systems shall be ` .conceptsor local environmental designed and installed to conditions. i Item D D_ .D comply with: s D Item 3 D D D D • 13 D Ener Efflcienc • < 11. The minimum requirements 'General �: �, � e � �. f � ; 4.201.1 Building meets or exceeds ' in the California Energy Code the requirements of the California for Lighting Zones 1-4; and Building Energy Efficiency �: OO 13 2. Backlight,°Uplight and D Glare (BUG) ratings as Standards3:.. ; defined in IES TM -15-11; and D .0 :: © ❑ • D 3. Allowable BUG ratings not A4.203.1.1.1 An Energy Design k exceeding those shown in . Table A4.106.10; or Building is included in the r px Qx 2 , , D Comply with a lawfully enacted Certificate of Compliance local ordinance, whichever is documentation. r more stringent. 'A4.203.1.1.2 QII procedures D D '•1 —0, D D. Inriovafive Concepts and Local f Environmental;Conditions r w:^xi ' . A4.107.1 Items in this section are - necessary to address innovative'- nnovative'..concepts .conceptsor local environmental r conditions. Item D D_ .D Item 2 ,, D D © D D D Item 3 D D D D • 13 D Ener Efflcienc • < -• - _ , - '; ' .. t.. '. 'General �: �, � e � �. f � ; 4.201.1 Building meets or exceeds ' the requirements of the California Building Energy Efficiency �: OO 13 D D Standards3:.. ?Performance Approach for Newly Constructed '° r' Q_ xr F • ' . liiin s - A4.203.1.1.1 An Energy Design k Rating for the Proposed Design Building is included in the r px Qx 2 , D D D Certificate of Compliance documentation. r 'A4.203.1.1.2 QII procedures specified in the Building Energy ` Efficiency Standards Reference '' E12 Residential Appendix RA3.5 are completed. A4.203.1.1.3 All permanently u , installed lighting is high efficiency , Lx7� px ? • D D D and has required controls. �- A4.203.1.2.1 The Energy Budget is no greater than 85 percent of the Title 24, Part 6, Energy Budget for the Proposed Design Building. A4.203.1.21 The Energy Budget ggreater - Q2 © D e 11 is no than 70 percent of the - 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE t- .5 Title 24, Part 6, Energy Budget for eGONSERVATION, .. �. •r •, - . Ind.00r,WaterUse�-� .�"��� „ , � ,; 4.303.1 Plumbing fixtures (water p the Proposed Design Buildin p p p Performance Approach;for �k Additions'and`Alterations A4.204.1.1.1 All newly installed, (faucets and showerheads) permanently installed lighting is `� ° 1]2' high efficacy and has required `shall comply with, the prescriptive - controls. requireme.nts of Sections . ' �, * y ` - .„ A4.204.1.2.1'When one and only 4.303.1.1 through 4.303.1.4.4. one mechanical system is added 4.303.2 Plumbing fixtures and , p • 13- or modified, the Energy Budget is fittings required in Section 4.303.1 a no greater than 95 percent of the shall be installed in accordance , ' t .a •. t = ?' Title 24, Part 6 Energy Budget for. with the California Plumbing r the Proposed Design Building. Code, and shall meet the ©,� ^.+ • a, O When two or more mechanical 1 systems are added or modified, the A4.303.1 Kitchen faucets. The 4 • i , . } ; Energy Budget is no greater than maximum flow rate of kitchen 90 percent of the Title 24, Part 6, faucets shall not exceed 1.5 p p p Energy Budget for the Proposed gallons per minute at 60 psi. _ _ y . ► Design Building. Kitchen faucets may temporarily A4.204.1.2.2 When one and only + , one mechanical system is added or modified, the Energy Budget is .; ., r ' ;'•' no greater than 90 percent of the Title 24, Part 6, Energy Budget for the Proposed•Design Building. 02 ©. ' ©. 13 When two or more mechanical systems are added or modified, the - `y Energy Budget is no greater than „ +� r 85 percent of the Title 24, Part 6, #` • ` . '" Energy Budget for the Proposed Design Buildin "WATER EFFICIENCY ANDl eGONSERVATION, .. �. •r •, - . Ind.00r,WaterUse�-� .�"��� „ , � ,; 4.303.1 Plumbing fixtures (water p p p p closets and urinals) and fittings (faucets and showerheads) installed in residential buildings ". `shall comply with, the prescriptive - requireme.nts of Sections . ' �, * y ` - .„ 4.303.1.1 through 4.303.1.4.4. 4.303.2 Plumbing fixtures and , p • 13- p' - fittings required in Section 4.303.1 shall be installed in accordance , ' t .a •. t = ?' ' with the California Plumbing r Code, and shall meet the applicable referenced standards. A4.303.1 Kitchen faucets. The • ; maximum flow rate of kitchen faucets shall not exceed 1.5 p p p gallons per minute at 60 psi. , _ t ; a y . ► " Kitchen faucets may temporarily 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 6 increase the flow above the All All All maximum rate, but not to exceed " ❑ ❑ ❑ 2.2 gallons per minute at 60 psi, 7 and must default to a maximum flow rate of 1.5 gallons per minute at 60 psi. Note: Where complying faucets are available, aerators or other means may be used to achieve reduction. A4.303.2 Alternate water source for nonpotable applications. Alternate nonpotable water sources are used for indoor potable water reduction. Alternate ❑ 0 ❑ nonpotable water sources shall be installed in accordance with the California Plumbing Code. A4.303.3 Appliances. Dishwashers and clothes washers in residential buildings shall -comply with the following: Install - at least one qualified ENERGY STAR appliance with maximum water use as follows: 1. Standard Dishwashers - 4.25 gallons per cycle. ❑ ❑ ❑ ❑ 2. Compact Dishwashers - 3.5 gallons per cycle. ❑ ❑ ❑ ❑ ❑ 3. Clothes Washers - water factor of 6 gallons per cubic feet of drum capacity. ❑ ❑ ❑ ❑ ❑ A4.303.4 Nonwater supplied urinals or waterless toilets are ❑ ❑ ❑ ❑ ❑ installed. `'OutdoorWater''Use 4.304.1 Automatic irrigation , systems controllers installed at = . the time of final inspection shall [] ❑ ❑ ❑ be weather or soil moisture -based. A4.304.1 Install a low-water - consumption irrigation system which minimizes the use of spray ❑ © © ❑ type heads. A4.304.2 A rainwater capture, storage and re -use system is ❑ ❑ ❑ ' ❑ ❑ designed and installed. A4.304.3 A water budget shall be developed for landscape p2 I ❑ ❑ E3. irrigation. A4.304.4 Provide water efficient landscape irrigation design that 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE x ' 1 , All All All ❑ ❑ ❑ 7 r. I reduces the use of potable water: . Tier 1: Does not exceed 65 ; M2 r . percent of ETo times the r landscape area. `~ Tier 2. Does not exceed 60 percent of ETo times the landscape aFea. A4.304.5'A landscape design is , , © 0 j p p , • p, installed which does not utilize potable water. A304.6 For new water service , p p - 13 p p , connections, landscaped irrigated - a -A areas more than 2,500 square '' _ feet shall be provided with •, separate submeters or metering devices for outdoor potable water use. c • , MATER;REU,SE`SYSTEMS ,E A4.305.1 Piping is installed to +p p ti p , p' = p permit future use of a graywater irrigation system served by the clothes washer or other fixtures. A4.305.2 Recycled water piping is; p .p; p p 13 . ` installed. •. A4.305.3 Recycled water is used 13 ©- 13 p p for landscape irrigation. , Innovative Concepts and Local;, _'' s - � - - -Environmental Conditions A4.306.1 Items in this section are .. necessary to address innovative concepts or local environmental conditions.' • Item 1 p p p Item 2 Q 3[) © 13 © Q Item 3 , .. ,. © '13 D ,MATERIAL CONSERVATIOfV ' "" AND ..a,.''� , � �, -� ;� .�. - s � _ ;y - • RESOURCE EFFICIENCY , Foundation S stems.: A4.403.1 A Frost -protected Shallow Foundation (FPSF) is designed and constructed. , A4.403.2 Cement use in - ,: p p p -foundation mix design is reduced. Tier 1. Not less than a 20 'percent reduction in cement use. Tier 2: Not less than a 25 percent reduction in cement ar use., a Efficient:Framin -Techni uest: A4.404.1 Beams and headers and trimmers are the minimum 't r V ' .13 size to adequately support the t ©J © © load. ; r i r . r r i 2013 CALIFORNIA GREEN BUILDING STANDARD_ S CODE r ` 8 ' A4.404.2 Building dimensions and layouts are designed to minimize waste.— aste. 1, • p p r p �♦ 1 J' is , p « . ; ' �• building systems to eliminate solid ,.. p p.'J • p p p sawn lumber whenever possible. - `a resources for finishing are used: ' ' A4.404.4 Material lists are 1: Exterior trim not requiring r. included in,the plans which ' © p p 0 specify material quantity and 2. Windows not requiring paint provide direction for on-site cuts. A4.404.2 Building dimensions and layouts are designed to minimize waste.— aste. 1, • p p p< p p A4.404.3 A4.404.3 Use premanufactured p p following building materials, that i building systems to eliminate solid ,.. p p.'J • p p p sawn lumber whenever possible. - `a resources for finishing are used: ' ' A4.404.4 Material lists are 1: Exterior trim not requiring r. included in,the plans which ' © p p 0 specify material quantity and 2. Windows not requiring paint provide direction for on-site cuts. or stain _Matei•iaLSou�ces� � w,�-�,s �' � �:< 1, • 9 A4.405.1 One or more of the p `.. • p 01-- p p following building materials, that i t do not require additional - `a resources for finishing are used: ' 1: Exterior trim not requiring r. paint or stain _ ' '- ' '•` ` 2. Windows not requiring paint or stain 3. Siding or exterior wall coverings which do not require. r " paint or stain f r,. _ ► ' � r A4.405.2 Floors that do not , require additional coverings are t, used including but not limited to p p' ' '©• stained, natural or stamped '" concrete floors:. , A4.405.3 Postconsumer or p. p p preconsumer recycled content value (RCV) materials are used k on the project. - Tier 1. Not less than a + 10 -percent recycled content value. . Tier 2. Not less than a " 15 -percent recycled content ®a value. F _ A4.405.4 Renewable source buildingproducts are used. ' © p © © i7 ,EnhancedDurabilityand Reduced°Maiii tenance `'•,< ' 4.406.1 Annular spaces around ❑x - ® p p pipes, electric cables, conduits or .other openings in plates at exterior walls shall be protected against the passage of rodents by ti r ' closing such openings with cement mortar, concrete masonry or similar method acceptable to the enfor`cing agency. Water Resistance and Moisture,. Mana ement A4.407.1 Install foundation and landsca • e drains. r p p p p 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 4 1, • 9 , 1, • 9 A4.407.2 Install gutter and 4.408.1 Recycle and/or savage for p ❑ downspout systems to route ❑ reuse a minimum of 50 percent of water at least 5 feet away from the nonhazardous construction the foundation or connect to and demolition waste in landscape drains which discharge ❑ ❑ ❑ ❑ ©_ to a dry well, sump, bioswale, following: rainwater capture system or other 1. Comply with a more stringent approved on-site location. local construction and demolition , A4.407.3 Provide flashing details waste management ordinance; on the building plans and comply or with accepted industry standards ❑ ❑ ❑ ❑ ❑ or manufacturer's instructions. management plan, per Section A4.407.4 Protect building 4.408.2; or materials delivered to the 3. A waste management construction site from rain and ❑ E3 ❑ 0 other sources of moisture. or A4.407.5 In Climate Zone 16 an 4.The waste stream reduction ice/water barrier is installed at alternative, .per Section 4.408.4. roof valleys, eaves and wall to ❑ ❑ © ❑ roof intersections. generated at the site is diverted to ' A4.407.6 Exterior doors to the recycle or salvage in compliance dwelling are protected to prevent ❑ ❑ ❑ p ❑ water intrusion. 1. Tier 1 at least a 65 percent ' 912. p A4.407.7 A permanent overhang ❑ reduction. or awning at least 2 feet in depth ❑ ❑ ❑, ❑ • ❑ is provided. p :Construction Waste Reduction, ' ' isposal.and Rec clin ` 4.408.1 Recycle and/or savage for p ❑ ❑ ❑ reuse a minimum of 50 percent of the nonhazardous construction and demolition waste in accordance with one of the following: 1. Comply with a more stringent local construction and demolition , waste management ordinance; or 2. A construction waste management plan, per Section 4.408.2; or 3. A waste management company, per Section 4.408.3; or 4.The waste stream reduction alternative, .per Section 4.408.4. A4-.408.1 Construction waste generated at the site is diverted to ' recycle or salvage in compliance with one of the following: 1. Tier 1 at least a 65 percent 912. p ❑ ❑ reduction. 2. Tier 2 at least a 75 percent ❑ ❑ p 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 10 reduction. . Exception: Equivalent waste .� reduction 2 methods are t .developed by working with t • , local agencies. = 1 �BOil Wng—.Maintenance:and O`eratlon- �► �. x 4.410.1 An operation and maintenance manual shall be FRI .,� t provided to the building occupant r or owner. c ' Innovatiu"e Concepts and Local : 'Env ironmental.Conditions A4.411.1 Items in this section are i necessary to address innovative concepts or local environmental conditions. ^ ' Item 1 0 0 0_ 0 ©. 0: Item 2 • 0 © 0.0' ;0 ..Item 3 0 0 13 0 ©.. 'ENVIRO'NMENTAL"QUALITY, - ` • _ . Fire laces � - � �� 4.503.1 Any installed gas fireplace P shall be ra direct -vent t sealed -combustion type. Any 'installed woodstove or pellet stove shall comply with US EPA Phase II px - 13- O 0 emission limits where applicable. • _. Woodstoves, pellet stoves and ; " " •'' fireplaces shall also comply with applicable local ordinances. ` Pollutant`Co - -_ � r ;_. Ys ""� 4.504.1 Duct openings and other related air distribution component ► openings shall be covered during '. ® 13' ' 0 13 construction. , 4.504.2.1 Adhesives, sealants and , caulks shall be compliant with VOC Qx D 0 0 and other toxic com ound limits. 4.504.2.2 Paints, stains and other coatings shall be compliant with ® O 0 . 0 VOC limits. 4.504.2.3 Aerosol paints and coatings shall be compliant with product weighted MIR limits for } ROC and other toxic compounds. 4.504.2.4 Documentation shall be 'provided to verify that compliant fl - 0 0 VOC limit finish materials have i been used. 4.504.3 Carpet and carpet !' systems shall be compliant with , Qx 0 . ' p 13 VOC limits. ' r 4.504.4 80 percent of floor area 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 1 receiving resilient flooring shall comply with the VOC-emission , limits defined in the Collaborative , for High Performance Schools , (CHPS) High Performance Products Database or be certified' under the Resilient Floor Covering Institute (RFCI) FloorScore program; or meet California Dept. of Public Health, "Standard Method for the Testing and Evaluation of Volatile , Organic Chemical Emissions from Indoor Sources Using Environmental Chambers", ' Version 1. 1, February 2010 (also known as Specification 01350. 4.504.5 Particleboard, medium density fiberboard (MDF) and hardwood plywood used in ® © ©• interior finish systems shall comply with low formaldehyde ' emission standards. A4.504.1'Use composite wood products made with either California Air Resources Board approved no-added p © p p formaldehyde (NAF) resins or ultra-low emitting formaldehyde ' ULEF resins. A4.504.2 Install VOC compliant resilient flooring systems. Tier 1. At least 90 percent of i the resilient flooring installed 2 r shall comply. Tier 2'' At least 100 percent of the resilient flooring installed shall comply. A4.504.3 Thermal insulation p p p installed in the building shall meet the following requirements: Tier 1. Install thermal insulation px ' in compliance with the VOC-emission limits defined in , Collaborative for High Performance Schools (CHPS) " Low-emitting Materials List. Tier 2. Install insulation which p2 contains No-Added ' Formaldehyde (NAF) and is in compliance with the VOC-emission limits defined in Collaborative for High Performance Schools (CHPS) Low-emitting Materials List. 1I0terio mbiSture Contem powl 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE , a 12 P P J •1 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE j ` . ' 13 4.505.2 Vapor retarder and r 4.507.1 Reserved: •' I capillary break is installed at 4.507.2. Duct systems are sized, DD , " O' - slab -on -grade foundations. O designed, and equipment is r 4.505.3 Moisture content of •. selected using the following building materials used in wall and floor framing is checked methods: ,' O 13 before enclosure. 1. Establish heat loss and heat '' i� ,:Indoor Air, Qualif-; and`Ezhaust",_ ' •M r . '4.506.1 Return air filters with a value greater than MERV 6 shall , be installed on HVAC systems. © _ ©' T ©. Pressure &op'across the filter : © shall not exceed 0.1 inches water ` column. .- e A4.506.2 HR Provide filters on return air openings rated MERV .. , 6 or higher during construction; ' ; O .' •p . p 13 O , when it is necessary to use HVAC equipment. - ui mentaA4.506.3 c :..x • ...a..:« i.7h-rhy'."'^.'^Cn'•b'a f, ..w..,.,,s��,i F„� tea; �, Innovative;,Concepts and, ocal''�;r' EtEnvironmental.Conditlons,r. t, A4.506.3 Direct -vent appliances ` >< shall be used when equipment is r . ' located in conditioned space; or . , O p, - Q. ©= -0 O the equipment must be installed - z - in an isolated mechanical room. Environ mental'Gofrifort'K# 4.507.1 Reserved: I 4.507.2. Duct systems are sized, DD , " O' - O O designed, and equipment is r selected using the following methods: 1. Establish heat loss and heat '' i� r gain values according to ANSUACCA 2 Manual J-2004 or t equivalent. �, .r 2. Size duct systems according ' to ANSUACCA 1 Manual D-2009 ` or equivalent. 3. Select heating and cooling equipment according to .. , ANSUACCA 3 Manual S-2004 or equivalent. j'06tdoorAir Quality ', c :..x • ...a..:« i.7h-rhy'."'^.'^Cn'•b'a f, ..w..,.,,s��,i F„� tea; �, Innovative;,Concepts and, ocal''�;r' EtEnvironmental.Conditlons,r. t, A4.509.1 Items in this section are ` necessary to address innovative ' concepts or local environmental ' # conditions. - z - Item 1 Item 2 O ©' O © O Item 3 O O O• O O j nstaller.and Sped al'Inspector Qualification's �Quallf�cations. - 702.1 HVAC system installers are trained and certified in the proper p ,} ❑ ❑ ❑ installation'of HVAC systems. 702.2 Special inspectors employedby the enforcing agency must be qualified and able to demonstrate p _ p p ❑ competence in the discipline they are inspecting. .Verifications 703.1 Verification of compliance ` with this code may include construction documents, plans, specifications builder or installer ® } p © ' + certification, inspection reports, or other methods acceptable to the enforcing agency which show ' substantial conformance. a 2013 CALIFORNIA GREEN BUILDING STANDARDSf CODE" r" Mi,' f t !