The URL can be used to link to this page

Home My WebLink AboutB16-2783 041-080-133FA Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 PLAN CHECK SQUARE FOOTAGE VERIFICATION Permit Number: B16-2783 Owner's Name: MINETTI DEREK R & KRISTIN Assessor's Parcel Number: 041-080-133 Date of Application: 12/15/2016 Square Footage Verification No Change: NOTES: Verified By: Date: 17 (Plan Check Signature) Confirmed TRAMT Updated by: Date: a At Application: Change To:. Living reap 368 33 Garage Area 0 Covered Area 320 -2,05 Open ea 0Other 1090 i 3y No Change: NOTES: Verified By: Date: 17 (Plan Check Signature) Confirmed TRAMT Updated by: Date: a 1 A'"PF20PER+Tg1f OWNERVI N E.0—RMA UIONt Last Name Name s IFirst Mailing Address City D� rIle P RM T NO: FORM NO. CA State License N - a P ne�C Fax Butte County D'e"partm�entoff Development Services Ge(q State Zip DBP - CENTER Living Area,.Garage." . ` BIN NO: 7 County Center Drive, Oroville, CA 95965 Covered Area , Main Phone 530.538.7601- Fax 530.538:7785:' TOTAL SQ: www.bLittecounty.net/dds 0 Structure Built without permits ',. PLEASE PRINT CLEARLY 0 Proposed Change of Occupancy/Use -Note previous/current use below: 1 A'"PF20PER+Tg1f OWNERVI N E.0—RMA UIONt Last Name Name State A IFirst Mailing Address City D� rIle State' CA State License N - a P ne�C Fax Email Ge(q 0 NO ARCHITECT/,ENGINEER Namej Mailing Address rlr� r: ;1�8 City � l State A Zip�� ^ G Ph a - s3o `S� �-/ Fax Email - - - Cell �dS on, eMR,r CA State License N - a ,• APP�ICrANT "; Last Name Fiame 4` Mailing Address: city State Zip' Pho / f ✓ Fax Email m t r) efi+i o tam► Ce ROJECT'•LOCAT,I,ON"�� i[ APN Property Address ; Vj f 2" *PLICANSiGNATUFtEAND�sDATE� w Date: i 15�1(p �I Print htt]2 /Hgism l)s. uftecounty.net/flexviewer/bcdatasearch/index.html ,' WORKERS C -0–M ? RN %&T, I_Q 08192 0 WkW M, Policy Number °. Mobile Home permits (other than installation, foundation, utilities & non-attached Carrier ' + . a' If hiring other than a licensed contractor, a certificate of worker's compensation must beshown at the time'of permit issuance LENQIIVG AGEtdCYAj_MgRjW a, - WM Name Mailing Address , t City State Zip non �ont[asfed yplusamaterials, chargej �a DESCRIP7IQNORSCO;PEO,FVUORK, .' y Mobile Home permits (other than installation, foundation, utilities & non-attached structures) are issued by the State. Tell staff if this permit is for a Mobile Home. Click Z below to see Manufactured Home Alterations and Permit Guidelines at: httoi//www.hcd.ca.gov/codes/mhp/HCD • Phone`. (916) 255-2M1 Is this a Manufactured/Mobile Home (circle one) Yes if -a JOB VALUi4TION (Er ierval a of abor nclual y $ non �ont[asfed yplusamaterials, chargej Living Area,.Garage." . ` Open Area: , Covered Area , TOTAL SQ: 0 Structure Built without permits 0 Proposed Change of Occupancy/Use -Note previous/current use below: .w a a._a,..�, 0,... A HP FFICE USEA,ON sY Zoning: Flood Zone: SRA: YES I NO NPOES YES LI NO ❑ lCode Enf:,YES Q NO ❑ . Legal, Lot: YES ❑ NO ❑ Occupancy, f Type Construction Per�q-Date: " Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 NOTICE TO BUILDERS** Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: Make sure your application is complete. - Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit (per Butte County Code Chapter 26, Article 1, Section 263.1). A permit may be renewed (for a fee) prior to expiration a maximum of two (2) times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY** Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. The current refund processing fee is $127.00. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ "'When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Permit Number: B16-2783 Date: 12/15/2016 Parcel Number: 041-080-133 Location: 3769 ROYAL MOUNTAIN RD, BUTTE Phone: 9254086735 VALLEY Owner Name: MINETTI DEREK R S KRISTIN Description: REMODEL (1090) ADDITION (368) COV -D AREA (320) Signature of Applicant: Date: 12/15/2016 r 1 k Butte County Department of Public Works DENNIS SCHMIDT, DIRECTOR ��.� �� LAND DEVELOPMENT DIVISION s Storm Water Management Program ' 7 County Center Drive t Oroville, CA 95965 (530) 538 7266 Telephone Butte County (530) 538 7171 Fax f PUBLIC WORKS National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE1 Reference Number: B16-2783 Date: 12/15/2016 Location: 3769 ROYAL MOUNTAIN RD By: CLG Parcel Number: 041-080-133 . 0 Sub Type: REMODEL Owner Name: MINETTI DEREK R & KRISTIN Phone: 9254086735 Description: REMODEL (1090) ADDITION (368) COV'D AREA (320) By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Board. r SignersZ��:) �� i Date 12/15/2016 Title Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 PERMIT APPLICATION DATA SHEET Reference Number: B16-2783 Date: 12/15/2016 Location: 3769 ROYAL MOUNTAIN RD By: CLG Parcel Number: 041-080-133 Sub Type: REMODEL Owner Name: MINETTI DEREK R & KRISTIN Phone: 9254086735 Description: REMODEL (1090) ADDITION (368) COV'D AREA (320) The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. YES SEWER DISTRICTS ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 — 530.533.0740 ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 — 530.533.2000 ❑ City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 — 530.879.6700 —PARKS & RECREATION DISTRICTS (form will be available after plans have been reviewed by building department) ❑ Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 — 530.895.4711 ❑ Durham Park & Recreation District, 9447 Midway, Durham CA 95938 — 530.345.1921 ❑ Feather River Recreaction & Park District, 1875 Feather River Blvd, Oroville CA 95965 — 530.533.2011 ❑ Paradise Parks & Recreation, 6626 Skyway Road, Paradise CA 95969 —530.872.6393 SCHOOL DISTRICTS (form will be available after plans have been reviewed by building department) ❑ Biggs Unified School District, 300 B Street, Biggs CA 95917 — 530.868.1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 — 530.891.3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 — 530.895.4675 ❑ Gridley School District; 429 Magnolia, Gridley CA 95948 — 530.846.4723 ❑ Marysville School District, 1919 B Street, Marysville CA 95901 — 530.741.6000 ❑ Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 — 530.532.3000 ❑ Oroville Union High, 2211 Washington Ave, Oroville CA 95966 — 530.538.2300 Ext:105 ❑ Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 — 530.872.6400 OTHER ❑ Recorded copy of Agricultural Acknowledgment Statement - See Attached Instructions ❑ City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 — 530.868.5447 ❑ FEMA Flood Elevation Certificate (required within 48 hours or permit will be placed on hold until received) ❑ Other "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this ap lication is subject to public inspection and will be posted on the County's website for electronic access. ell Signature of Applicant: Date: 12/15/2016_ i Department of Development Services JD61610I.E.1 �''�''•Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 SERVICES 1 Building Permit Checklist Name: MINETTI DEREK R & KRISTIN Location: 3769 ROYAL MOUNTAIN RD, BUTTE VALLEY Assessor's Parcel Number: 041-080-133 Permit Number: B16-2783 1. 3 copies site plan I .x 2. 3 sets building plans S�'3.-'61,'set energy calcs (if applicable) k V 4.9 set truss calcs (if applicable) 5. 1 set structural calcs (if applicable) y - S,,/,'-6. Intake Packet _ya. signed permit application C b. owner builder (if applicable) c. notice to builders i )< d. fee summary ? ` e. fire handout f. NPDES form } X g. data sheet ' h. PW Notification for 26-12 i. Hazardous Material Form (commercial) :]eAccessibility Worksheet (commercial) k. Plan Check Sq Ftg Verification 7. Flood Certificates (if applicable) 8. 9 10. t -f 11611t SI�Vvfces Butte County Dqj)!f(jneh ' :o D— 'P1 I eye o PERMIT 11-'QQ�ypfy. Centel WiveO 1-0 X;i Ile. CA .95965 533 76.01 Fax�.'(530.) 538-7.7,45 P N CRAjV`"-9Z: R -E, CK� OR. LAT., .-HE RETURN .,C.bn..f,i.ci Person..Naine, :Contact email;. D kv� ill -11 (,O/-\ .Pficine,.Nu: m4 -be -r,,-,. 7-5) 14 0 8-6*� S5.. !�Alt -7 ContactD.afe.Submitted? . Pe�m>t,'Num Or, Number:;: 641.7 050 -7 133, V(P-2783. -gttiji4� pw.e , MPtaE., SET a PEA G-E- .�-S-TF PLANS .PAGES. t FORM NO MUTIM Please che.-c.k.-any ;that pp -1 -y -A.: Ok. e 9 0 c i n �* e to P. 1 ai i� c e. -, c- -Letter?` `' Resp-op.se to Building Inspectgn Conection Notice? A116-11 n— I t. a -.g. e-... 0 Is', there ad fi 9� BUTTE a sqiarofoo, COUNTY Q; 1.8 tinfi-nished'..-afe-a- ip. -A-f1-d'd:-6t'6bfhp . leit6d? D: Othe1: MAY 082017 LIST'O"FITE.M. DEVELOPMENT &SUBMITTED SERVICES -rwo S-O+S OiLl 1.2r s N11iinium :1. hour plan, chah'06. fe I :Plaits Examiner will determine ifadditiona*1 f66g* are required El minini'tim s127..00 p.iid El Additional Fee.Aniount Euev KANEW WEBS 1TE\Bui1din,-,\Bui1c1in- -%-ms & D6dullients\2014\2014 Forms - C61bp1c1qc1\DBP\D.BP- 06-Pl-,iii-Cliiiiige_17oi-iii_REV'D-8.13.14-Al<t\ll.doc pa -c 1 of'1 A& Butte County Department of Development Services PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 %v,:yvv.buttecounty.net/dds FORM NO DBP -06 PLAN CHANGE, RECHECK, OR RETURN Owner's Name: ,�,e�.yo l y" i! Contact Person Name:✓- VK 1 yl„ �� / Contact email: V' ► A� MP. Cpm Contact Phone Number: Cy�>> �Oc"�7�� Date Submitted: 30 17 Permit Number: 7 Assessor's Parcel Number: S 3 ,COMPLETE SET OF PLANS ❑ PARTIAL SET OR PAGES OF PLANS (LIST PAGES BELOW) 7se check any that apply: BUTeTE sponse to Plan Check Letter? COQ ❑ Response to Building Inspection Correction Notice? APR 0 52017 ❑ Is there additional square footage? . ❑ Is unfinished area being in -filled or completed? DEVELOPMENT SERVICES ❑ Other: 1. 2. 3. 4. 5. LIST OF ITEMS SUBMITTED Minimum 1 hour plan change fee to be collected at time of submission. Plans Examiner will determine if additional plan checking fees are required: ❑ Minimum $127.00 paid ❑ Additional Fee Amount Due: Revised 7.20.2015 Page 1 of .l Butte County Department of Development Services TIM SNELLINGS, DIRECTOR ( PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive -, Oroville, CA 95965 530.538.7601 Office , 530.538.7785 Fax - www.buttecounty.net , 96 www.buttegeneralplan.net DEVELOPMENT SERVICES January 20, 2017 Derek & Kristin Minetti 3769 Royal Mountain Rd. t, Oroville, CA 95965 Assessor Parcel Number: 041-080-133 Building Permit Number: B16-2783 Plan Check Description: Remodel (1090 sf) Addition (368 sf)�Co .'d Area (320 sf) . Occupancy Classification: R-3 / U`.' r Construction Type: V -B a� • �' Stories:Two q` d Fire Sprinklers: No ", Thank you for submitting permits for your binding probe t. -,,The permit ocuments have been reviewed and comments are listed below Please'tespond in writing to�eac mment`Complete and clear responses will expedite the re -checked approvahofthis project Ple sa e; rovide� o�`revised plan sets with your response. . GENERAL COMMENTS a ' The rnmmum word loa for this'A�u cture is 1� �0_mph at 3 sec'gust. Please revise the design criteria indicating 85 mph at 3"Is st wi. load for this building on the cover sheet of the plans. - Remode ed ea was calcula ed4at 1534 ft: total. Please revise square_ fooiage on the cover sheet. S�rll � �.�.c,�-•5� ��Mc� /�c��,re `��o��rl�e.�o,. -�j The nature of wor to be completed on this house will require compliance with California Senate Bill 407 for the installatio. of water- conserving. plumbing fixtures. Please see attached information. Project notes are not legible on pages C.S. & E,2:0. r' _ Please revise Construction note #l3 located on sheets AL] & A1.2. Exception listed does not apply C to note #13 NON-STRUCTURAL COMMENTS: A chimney shall not tenninate within 2' of any portion of the roof within a horizontal distance of l0'and no less than 3' above the location where it penetrates the roof, 2013 CMC Sec. 802.54. Sheet A2.0 identifies the chimney terminating 2' below the 10' -radius. Please revise. 7. Please provide revised Energy Analysis Report (CF-lR . Submitted report does -not show accurate window areas -on page 4: Please provide and show on the plans the location of the required Carbon Monoxide alarm(s). Minimum one on each level. Locate in the hallway, in the immediate vicinity of the bedrooms. 2013 CRC Section R315. ✓'fl ^,CA G,1G /N► f Ot Receptacles shall be installed so that no point measured horizontally along the floor line in any wall space is more than 6 -feet from a receptacle. Any wall space 2 -feet or more in width and unbroken along the, floor line by doorways and similar openings shall have a receptacle. 2013 .CE"C Art. 210.52 (A). Please review all wall receptacle locations. O Electrical panel and sub -panels grounding, shall comply 203 C)sC Article 250-32. Provide separate grounding1wire to each panel from main eectrical servi , ntrac panel. Please specify a'4" drain for buildings providing more han three water closets per 2013 CPC Table 703.2 footnote 4: XPlease submit a,(2013 CalGreen Code) Residential°Mandatory easures Che c Ist. Please identify mandatory compliance. (A copy can be obtained atild' g co ter.) Please; provide a Construction Waste " a a ement form. (Obtain from Building Department. Counter) :2013 CalGreen Section 4.408.S� 1 .' kb, v(JaX`QiOs�a,f Cc9n�v -19 Please provide a plan that 's plemented to manage forwater drainage during construction..2013 CalGreen Section 4.106 , .'(N on the Site ,plan th "epi p©sed design.) For Interior Moisture Control, pl, as, specify a 6. "'1 polyethylene vapor retarder with joints lapped not less than 6 inches between thegb' se course or sub grade and the concrete floor slab per 2013 CRC Section R5.06:3 (Dwelling and garage slabs.) and 0' Break". 2013 CalGreen SectioH.. 5.2.1. Ca illary Break: A capillary break shall be installed in compliance with at least on'— the following. 1. A 4-inc athck base of 1/2 incl or largerclean aggregate shall be provided with a vapor barrier in direct contact with con --rete and a cont - mix design, which will address bleeding, shrinkage, and curling, shall _be used. Foga , ditional information; see American Concrete Institute, ACI 302.2R-06. 2. Other equivalenmethods approv by the enforcing agency 3. A slay design'speci�fied by alicensed design professional. Ap6lease comply. with the ret`s of 2013 CRC Section R327, Materials and Construction Methods or`Exterior Wil t Ex osure._See htt "://osf-n.fire.ca. ov/bml.html for updated .f f P P g P information.. Pleases eci ignition resistant or'non-combustible eaves and soffits in accordance with 2013 CRC P fY Section R327.7.5. (Open Roof Eaves require noncombustible or ignition -resistant materials. Such as fire-resistant plywood or OSB Refer t6SVM web site abop for approved materials.) ka Please specify ignition resistant or non-combustible exterior porch,ceilings in accordance with 2013 CRC Section.R327.7.6. ' Please specify that gable attic vents and foundation vents shall be fully covered with metal wire mesh or noncombustible materials with minimum of 1/16" and shall not exceed 1/8" openings in compliance with 2013 CRC Section R327.6.2. E Please specify the approved eave vents that resist the intrusion of.flame and burning embers. Per 2013 `CBC Section R327.6.3 Exception #1. (E.g. Vulcan Vents or tested equivalent) ,{ STRUCTURAL COMMENTS: �0 � P&4 E p� VL O�� . V All lumber exposed to weather (i.e. at the balcony) must be presspreservative treated lumber or lumber resistant to decay per CRC R317. Please also specify hot-dipp dgalvanized, zinc -coated galvanized steel, stainless steel, or other approved fasteners per CRC R317.3. t" r 2� The 4x12 DF#1 spanning 15 supporting the new bal, ny'ap� pears',to, e over -spanned. Please revise. Note this beam must also be pressure -preservative treated`li nber or lum ec r'�sistant to decay per CRC R317. ,l% Please'provide structural calculations for the new', eams. �� l y,G NGt M,•�avl t i l LA, ��{�r� N • . . 4� Please revise detail on sheet 53.0 to s em (8) 16 nails minimu at each side of �fop`,�late lap splices per 2013 CRC R602.10.8.1. �l/@ ;Q 0141-10 t CGart�I ✓5. 2"d floor braced�wa Ikpanels to a +least '/z the wall height to maintain required 2:1 Please revise lengths of the aspect ratio. V9"t,40QO1 6e/The foundation details o S55 0 do not1,ma�tch the s tion detail 'Please revise and reference the foundation details n.ahe foundapox} plan to ir�dtc ,,,,wherethe, Ncur. Al 7r l-NSpecify drag load of drss AODM and ag tru wall(s) below �e �-�.. I coul^ d not find he',MISSTCI straps speci S on adequate to transfer the required drag load to the ; i N q( CTRs 0 rlft-G &V r tW Y9 PWG UN, VV A &, 0c AIT -v &0 n6' 0 in Simpson's catalog. Please verify the model t+Aa +�Yi 09� Please provi e positive con n�ec ion of therd'eck ledger to the primary structure designed for both vertical and lateral loads,in`accordance with 2013 CRC R507.2. Attachment may not be accomplished by the use of toenails or nanl's"subject to withdrawal. See suggested deck attachment for lateral loads detail (2013 CRC Fig. 507.2.3) attached Vb , yLtrZ ( i /� N (L 5 0"1. Z 0.�irection ndrails and guards must a designed to resist a single concentrate load of 200 pounds applied in an g g p pp y at any point alo g he top per 2013 CBC 1.607.A.8. 1. 1. Please specify connections and spacing of handrail and guard posts. V " V c ✓I dv7 •The Department of Development Services is currently open to the public from 8:00 am to 3:00 pm. If you wish to discuss these plan check comments, please call during our business hours or contact us by e-mail at the address below. Pen -nit status can be tracked by logging on to http://www.buttecounty.net/dds and clicking Building Permits Status. Carl Nelson Philo Hunt, P.E. Derek and Kristin Minetti Residence: 3769 Royal Mountain Rd. - Oroville, CA. 95965 Building Permit#: B16-2783 General Comments: NDAPlease see revised sq: footage figures on cover sheet for calculated remodel area. Non -Structural Comments: S44`�,, L l 4��y please see front elevation for additional sgaure footage at transom windows reflecting the corrent glazing of 90 sf on the Title 24 report., also. see note on floor plan at living room window/wall for call out to elevations for windows above. Please see added carbon monoxide alarm outside master bedroom and outside of bedroom 3 door, located in laundry room. Please see waste management form per owner/ contractor.. Please see added erosion control.plan and updated erosion control notes on Cover Sheet. No longer applicable per 2013 CRC Section R327.1.3. Structural Comments response: 1. Please see existing elevations for finish materials over beams, at exterior balcony and revised detail 3/A3.0. 2..See comment #1. 3. Pylease see signed and stamped plansheets providing engeering specification. 4. See updated detail #1 of S 3.0 for (10) 16d nails at plate splice to conincide with note #8 on Sheet S 3.1. 7. Please see updated detail #8 of S 5.0 and note that (drag truss'changed to truss over braced wall below). 9. See updated ledger detail #10 of S 5.0. 10.:Please see added detail 4/A3.0 for required guard railing support and existing detail 2/A3.0. Please contact our office for any further questions or information. (530)-891-1889 Sincerely, Jason Liebgott 13 16-Z k' a BUTTE A 1 04'1 _r1,�(1-'1 ; 3 COUNTY M.AYR 3r)17` f MAY 082017 N I DEVELOPMENT CFR��rr�:-�: �L� 7o/ Z 'TA BUTTS COUNTY PERMIT # APR 0,5 2017 IC1110 ''I • DEVELOPMENT CO EWE® FORSERVICES SERVICES DATE �`3`E CdMPLIANCE X16 ��1�53 aY 383. Rio Lindo Ave, Chico, CA 95926 —'---_ p. (530) 59274407 www.summitch ico.e:om Structural Calculations dor: Client: Derek Min.etti Project:: Minetti Addition (2)New Beam Calcs Address: ` 3769 Royal Mountain Road, Butte Valley, CA Note: Summit Structural Design has provided calculations for (2) beams only. Beam supports, posts, existing beams, foundations, connections, etc. are outside .of our scope and must be designed by others to resist all of the gravity loads shown on included calculations. Waterproofing, flashing, corrosion protection, etc., is by others. , .Note: Summit Structural Design( is not responsible for on-site inspection to assure compliance with the standards, sizes,,materials, or workmanship specified herein. SSD' is not tesponsible,for any structural element .or system not specifically noted in this set of specifications/calculations 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. 459 L-(—::—. (faP--( Summit Structural Design PROJECT: Minetti Beam Calcs 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 WITHOUTTHE 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 PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING. CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS 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. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: I. ROOF SHEATHING: %:" 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 DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3" X.229" THICK PLATE WASHERS LOCATED AT 6'-0" D.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 #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -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. L Summit Structural Design PROJECT: Minetti Beam Calcs 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. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW.FOR EFFECTS OF SHRINKAGE, WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FL00RSAND COULD. LEAD TO FAILURE OFASSOCIATED 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 WHERETUBS MAY BE LOCATED. ADEQUATE.SUPRORT 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.) 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. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/1'6" 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. 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 L= 10!-0" I Nv 12 DF#1 Bearh-'-�D - -it "A 4X12 DF�l Be, _ _ m1_� C? 4x12 DF#2,Beam Existing 4x12 Beam - - - - - - - -- - 4 - ------ M Tt.28 it Cv 4xl2 --------------- Ae 11 'i -L- - - - - - - - - - 4,Z.r 4�V4 dB F ., To Bel �D Prior ti Frar L= 2'-8" L= 6'-0,, i i i a s Summit Structural Design Project: Minetti Beam Calcs Engineer: RKB , Design of : Gravity Loads Roof. slope= 6 to 12 t i Roof Dead,'Load Ply 1.5 psf Roofing 1 3..3 psf Framing f 5.0 psf Gyp ! 2.8 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 2.2psf -Gyp. 2:2• psf Insul. 1.3 psf Total '18.0 .psf Wall Dead Load `20 Framing @:'16" o. c. 1.6 psf (interior) Gyp. 2.sides : 4.4. psf Total 6.0 psf Floor Dead Load Framing @ 16" o: c: 5.5' psf 3/4 ' ply .2.25 psf Gyp. 2:2 psf Flooring 2 psf Misc. 3 psf ' Total '15.0 psf Floor Live Load Residential 40:0 psf Summit Structural Design Project: Minetti Beam Calcs Engineer: RKB Desiqn of: C+C-Envelope Procedure (ASCE 7-10, Section 30.5) (� n �)1. (D 45) PO45) 0D.4. MIP ROOF (7'< O.S250 HIP ROOF (25'<.0 ,M27') (S7� (?41 o' / (1) (D �i n 64),/ q. ,. ,o o,�: �,Q FLAT ROOF and GABLE ROOF GABLE ROOF les7`) L= 91 Long. Bldg. Dim. (ft) T= 43 Transv. Bldg. Dim. (ft) a (ft) = 4.3 V= 110 Basic Wind Speed (110 or 115 mph) LCF= 0.6 Load Combination Factor A= 1.29 Adjustment Factor KZt= 1 Topographic Factor h= 20 Mean Roof Height (ft) RAN= 2 Roof Angle Number 0=0°-7° 2=80-27° 3=28°-45° Conditions: Mean Roof Heights 60 ft. 2. Enclosed 3. Regular Shaped 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 <_ 450, or Hip Roof <_ 270 Adjustment Factor for Bldg Height and Exposure, A can Roof Ht. ft Exposure B C 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 1.0.9 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*pnet3o Loc. Zone EWA pnet Ovhg. ft2 +. - _ Loc. EWA pnet Zone ftz + - 0 10 2.4 -15.4 0 -69 -83 1 20 2.4 -15.0- 4 20 16.1 --17.5 1 50 12.4 -14.4 4 50 15.1 _ 16.5 1 100 12.4 -14.0 4 100 14.3 -15.8 2 10 12.4 -26.9 -31.4 4 500 12.5 -14.0 20 2.4 -24. -31.4 ---2T. 5 16.9 -22.5 2 50 .4 8 -31.4 5 --2--G- 16.1 - .1 2 100 12.4 -1 .7 -3 . 5 50 5.1 -19.0 3 10 12.4 -39.7 -52.9 5 100 14.3 -17.5 3 20 12.4 -37.1 -47.7 5 1 500 12.5 -14.0 50 2.4 -33. -40.9 7-3-T loo12.4 -3 -35.7 n COMPANY PROJECT Summit Structural Design Wood Works° Feb. 28; 2017 17:05 sorrWAarrOR WOOD DESIGN Minelli Balcony Beam Design.Check Calculation Sheet WoodWorks Sizer 10:1 I Loads: Load Type Distrlbutdon.Pat- Dead Location (ft) MagniLude. Unit 1153 1 11.9., Wind tern Stirt, End Start End fb = 131-1r, Dead Full .Area 2160' Length 30.00 (,4.00)' par Load2 Live. Full Area Live Defl'n r 40.00 (4.00)` psf Ldad3 Wind C6C Full Area 043.= 7 21.00 f.4.0W psf Self -weight. Dead Full 11DL -9.7 If .. auu �u ay nauuc tt�l Maximum Reactions (lbs) and Bearing Lengths. (in) : ° 14'.11 1 I 14'. Unfactored: 'Ana.i sisValue Dead 967 y 961 Li 1153 1 11.9., Wind 627 1 - 627 Factored: fb = 1138 Total Bearing: 2160 2160' Length _ 1,00• _ 1.00, 'in ro 'd 1.c0•.. r 1.00' Glulam-Unbal., West Species, 24F -V4 DF, 3-1/2"x12" 8 laminations, 3=12" max mdlh; ----� Supports: All - Timber -soft Beam; D.Fir-L No.2 Total length: 14'=11.0' Lateral'supporc, lop= at supports; bottom= at supports; Analvsis vs. Allowable Stress (osil and Deflection (int „a;,,,, mns G'r].ter ion 'Ana.i sisValue Desi n. Value Anal sis/Design shear 6 Fv' = 265 v Fv. = 0.25 Bending(+). fb = 1138 FU.' - 2168, fb/Fb' - 0.53 Dead Dofl'n- 0.161•_:<L•/499 Live Defl'n 0.T9.- L/926 0.:37 =- L/400 0.52., Total Defi'n 043.= LL418 0.74.= L/240 0.57 Additional Data: FACTORS: F/E fpsl)CD CM cc .CL CV Cfu Cr. Cfrt Notes Cn•Cvr LCN Fv' 265 1.00 1-.00 1.00 - - - - 1. Do 1.0o 1.00 2 1'b'+ 2400 7..00 1.00 1.00 0.903 1.000 1.00 .1.00 1_00, 1.00 - 2 Fcp' 650. - 1.06 1..00 - - - - i.Do. - - - E' 1.8 million 1.00 1.00 - - - - 1.00. - - 2 :Eminy.' 0.05 million 1.00 1.00 - - - 1 .0o: - - 2 CRITICAL LOAD COMBINATIONS: Sbear: LC 112. - D -L, V = 2148, V design - 1047 -lbs Den ding(+): LC (12 - D- 6, M - 7967 lbs -ft Deflection: - Defiection: LC 02 - D+L (live) F LC 112 - D+L (total) D6dcad L -live S=snow-W-wind 1=impact Lr -roof live Lc -concentrated E=ear.thquake All LC's.are listed In the -Analysis output -Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: El 907o06 ib-in2 ' _ - "Live." deflection - Deflection from all non -dead loads (live; wind, snow-) Total Deflection - 1..50(Dead Load Deflection) + Live Load Deflection, Design Notes: 1. WoodWorks analysis and design'are in accordance wilh.ihe ICC International Building.Code (IBC 2012), the National Design. Specification (NDS 2012), and NDS Design Supplement. 2. Please"yerify that, the default deflection limils:are appropiiale;for your'applicatlon. 3. Glulam design values are for materials conforming to ANSI '.11 1.7.2010 and manufactured in:acwrdence with ANSI A190.4-2007 4. GLULAM: bxd = aclual.breadtti'x actual depth. 5. Glulam Beams shall be laterally supported according to the.provlsions of. No.S Clause,3.3.3. 6..GLULAM: bearing length based on:smaller of Fcp(tension); Fcp(con p'n),. 0 I COMPANY PROJECT } Summit Structural Design Mar. 2,.2017 08:48• WoodWorks. _ soa7lV,tReFOR SV000 nrsiGN' Minetti Living-Olning Beam t DesidmCheck Calculation. Sheet I WoodWorks Sizer 10:1 I Loads: Load. Type Distribution Pat- Location (ft) tern Start End Magnitude .Start End Unit Loa '1 Dea Eti Area 4.370 )8'.00(12.001' Ps. Load2 Wind CaC Full Area _ 21 .00t 12.00)' psf Load3 Roof constr. Full Area 2.70 16.00 02.00I' pat Load4 bead Full Area ( 18.00 18.001' psf Load5 DeadFull Area 20.00 (5.00)' psf Load 6 Live Fu 1.1 Area 400.,00 15.001• psf' Self -weight. Dead Full UDL 10:..9 pif Maximum Reactions (lbs) and Bearing Lengths (in) : t 13'•8A"' bnfactor6& Anal sis Value Desion Dead -3224 ' f 3].24 Live. 4.370 2 7370 -.Wind Roof Live Factored: 1726 1480 r s 1-'20 1400 Total Bearing: -6138 Dead `Defl'n 61N Length 2.70 _ Min re 'd 2.70 L/719 2.70 Glulam-Unbal.,'West Species„ 24F -V4 DF` 3-1/2''x43.1/1' 9laminations, 3-tr2?'niaximum.width, . Supports: All - Timber -soft Beam; D.Fir-L No.2. Total l eng :h: 13'• B:4'`; Lateral supporulop= atsupports, bottom=,at'supports; Analysis vs: Allowable Stress (psi) and Deflection (in) using;NDS 20,12: ' Criterion Anal sis Value Desion Value; Anal sis/Desi"n Shear. v - 1.17 Fy 2 -Tv/Fv'.P -0.44 Bending(+) -fb = 7-296: 'Fb' - 2716 fb/Eb' = 0,>85 Dead `Defl'n 0.27. P L/597 Live Defl'n. 0.22 - L/719 0.34 - L/480'._ 0:67 . Total Def:l'n. 0:63 - ,-'L/256 X0.-61 -- L/240 '0.94 Additional Data: FACTORS: F./E(psi 1. CD ,CM ct 'Cl; CV C'fu -Cr i Cfrt Notes Cn-Cye LCII "Fv' 265, I.ba 11.06- - - t 1.00 1.,o0 1-.00 2 'Fh'+ 240o 1.;6& 1 .0.0 1'.0.0 0.70?' 1..000 1:.00 1. rio 1,:'00` .1 .60 - 4 FcP' 650 - I'Or) 1.00. 1.00 - - - -E'' 1.8 -million 1.00 1.00. - _ _ 1:00. - - 4 Eniny' 0.:85. puililon 1.00 i..00 "- - - 1.00 - - .q CRITICAL LOAD COMBINATIONS: ..Shear LC fit - D --L, V - 4520, V design - 3690 lbs Bending,(+1: LC 1(4 = D+,75(L+Lr+,6W), P; - 20343 .Ibs-tt. - Deflection: L: 84 - D+.75(L+1.r+.4214) (live) ' LC 94 = D+.,75(L+Lr+.420) (total) - D=dead L=live S=snow W=wind I -impact Lr -roof live Lc -concentrated E=earthquake All LC'.s are listed in the Analysis output I.oad combinations-: ASCE 7-10 / I.BC 2012 ( " CALCULATIONS: Deflection:- EI P 1292eO6 lb -int - "Live" deflection= Deflection from all non -dead leads (live, wind, snow...) Total. Deflection 1.50(Dead..Loacl Deflection) + Live,"Load Def.l,ection. 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 aro appropriate for your -app] icalion. 3; Glulam design'values are for materials conforming to ANSI 11772.010 and manufactured in accordance with ANSI/ l90.1-2007 4. GLULAM bxd = actual. breadth x;actuei_depth. 5: Glulam Beams shall be laterally supposed according to the provisions of NDS Clause 3.3.3. 6. GLLLAM: bearing.length based on smaller of Fcp(tension), Fcp(comp'n). . Residential Mandatory California Green Building ` •4 Code Measures"'Based on the 2013 California a Green Building Standards Code Checklist '..' Effective July 1, 2015 i} ' - VERIFICATIONS ,_ - LEVELS ENFORCING AGENCY TO SPECIFY APPLICANT TO SELECT ELECTIVE MEASURES VERIFICATION METHOD Prerequisites and electives' Entorcin Installer or Third FEATURE OR MEASURE r g Agency Designer party ' Mandatory Tier 1 Tier 2 - All All. All PLANNING AND DESIGN - - Site Develo meitt 4.106.2 A plan is developed and implemented to manage storm water drainage during construction: 4.106.3 Construction plans shall indicate how site grading or a drainage system will manage all surface ❑x water flows to keep water from entering buildings. ' 4.106.4 Provide capability for electric vehicle charging in one- and two-family dwellings and in townhouses �,' X ❑+ ' ❑ ' with attached private garages; and 3 percent of total parking spaces, asspecified, for multifamily dwellings. ENERGY EFFICIENCY General. 4.201.1 Building meets or exceeds the requirements ofthe ❑ ❑ ❑ Califonfia Building Energy Efficiency StandardS3. $ z WATER EFFICIENCY i AND GONSERV_ATION _ .. . ^ Indoor Water e - 4.303.1 Plumbing fixtures (water closets and urinals) and ®' t ❑ ❑ ❑ fittings (faucets and showerheads) installed in residential. `•# ,. buildings shall comply with the prescriptive requirements ,,a • 'y of Sections 4.303.1.1 through 4.303.1.4.4.. 4.303.2 Plumbing fixtures and fittings required in Section ❑ ❑ ❑ 4.303.1 shall be installed in accordance with the California Phintbino Code, and shall meet the applicable referenced standards. Outdoor Water Use 4.304.1 Automatic irrigation systems controllers- installed at the time of final inspection shall be weather 0 "• 4 ❑ ❑ ❑ or soil moisture -based. - =S Enhanced Durabilit and Reduced Maintenance,� 4.406.1 Annular spaces around pipes, electric cables, } ® ❑ _ . ❑ �. ❑ conduits or other openings in plates at exterior walls shall 4_ . be protected against the passage of rodents by closing - ' such openings with cement mortar, concrete masonry or _ similar method acceptable to the enforcing agency. ~ Construction Waste Reduction, Disposal and Rec +cline 4.408.1 Recycle and/or salvage for reuse a minimum of• 0 ' ❑ ❑ ❑ 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 Sectio_ n , 4.408.4. t BuildingMaintenance and O eiahon EEnvrru;nmen.�alComfpr., -� x 4.410.1 An operation and maintenance manual shall , ❑ . with VOC.limits. ❑ 4.507.2. is selected using the following methods: ❑x be provided to'the building occupant or owner. E- 4.504.4 30 percent of floor -area receiving resilient x s flooring shall comply with specified VOC criteria. ANSI/ACCA 2 Manual J-2004 or equivalent. 3 P Fire faces:,• - .�t'�''� 4.504.5 Particleboard; medium density fiberboard (MDF) t 2. Size duct systems according to ANSI/ACCA ] 4.503.1 Any installed gas fireplace shall be a direct -vent, and hardwood plywood used in interior finish systems : Manual D-2009 or equivalent. ❑ sealed -combustion. type, Any installed woodstove or shall comply with low formaldehyde emission standards 3. Select heating and cooling equipment according to �JWW i,, Aj[oistur Control n pellet stove shall comply with US EPA Phase 11 emission ®: _ ❑ '10 ❑ ❑ slab -on -grade foundations. limits where applicable. Woodstoves, pellet stoves and ands ectal ector ,ualificattonss? ualifcahons _ aIRSI'..... SI 702.1 HVAC system installers are trained and certified in �.' x 4.505.3 Moisture content of building materials used in ❑ fireplaces shall also comply with applicable local ❑ ❑ wall and floor firarning is checked before enclosure. P„ollu &i Co»trol� ��1 .; is ? din oar k1ir�,� ualit; and�lz:xhaus•t �B . - •� �- 4.504.1 Duct openings and -other related air distribution agency must be qualified and able to demonstrate ❑ ❑ ❑ component openings shall be covered duringx competence in the discipline they are inspecting. 4.504.2.1 Adhesives, sealants and caulks shallbe x ❑ 703.1 Verification of compliance wiih this code may ❑ ❑ compliant with VOC and other toxic com ound include construction documents, plans, specifications' builder or installer certification, inspection reports, or 4.504.2.2 Paints; stains and other_ coatings shall x ❑- ❑ ❑ O be compliant with VOC limits. show substantial conformance. 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. x "-� - ❑ � - ❑ that'—Iiant.V(1C.limit'finich,—t-ialch.—him— `. - : �❑.. ' 4.504.3 Carpet, andcarp et systems shall -be compliant -� x 4.507.1 Reserved. ❑ . with VOC.limits. 4.507.2. is selected using the following methods: ❑x E- 4.504.4 30 percent of floor -area receiving resilient x I. Establish heat loss and heat gain values according to flooring shall comply with specified VOC criteria. ANSI/ACCA 2 Manual J-2004 or equivalent. 4.504.5 Particleboard; medium density fiberboard (MDF) 2. Size duct systems according to ANSI/ACCA ] and hardwood plywood used in interior finish systems : Manual D-2009 or equivalent. ❑ ❑ shall comply with low formaldehyde emission standards 3. Select heating and cooling equipment according to �JWW i,, Aj[oistur Control n 4.505.2 Vapor retarder_ and capillary break is installed at ' ❑ ❑ ❑ slab -on -grade foundations. .. ands ectal ector ,ualificattonss? ualifcahons _ aIRSI'..... SI 702.1 HVAC system installers are trained and certified in �.' x 4.505.3 Moisture content of building materials used in ❑ ❑ ❑ ❑ wall and floor firarning is checked before enclosure. 702.2 Special inspectors employed by the enforcing din oar k1ir�,� ualit; and�lz:xhaus•t �B . - •� �- mese�rG 4.507.1 Reserved. 4.507.2. is selected using the following methods: ❑x E- ❑ ❑ I. Establish heat loss and heat gain values according to ANSI/ACCA 2 Manual J-2004 or equivalent. 2. Size duct systems according to ANSI/ACCA ] Manual D-2009 or equivalent. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S-2004 or equivalent. F �;A w� installer Ins r .. ands ectal ector ,ualificattonss? ualifcahons _ aIRSI'..... SI 702.1 HVAC system installers are trained and certified in �.' x ❑ ❑ the prop er installation of HVAC systems. 702.2 Special inspectors employed by the enforcing agency must be qualified and able to demonstrate ❑ competence in the discipline they are inspecting. 703.1 Verification of compliance wiih this code may include construction documents, plans, specifications' builder or installer certification, inspection reports, or ❑- ❑ ❑ other methods acceptable to the enforcinVg agency which show substantial conformance. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING CONSTRUCTION DEBRIS RECOVERY PLAN: Pre -Construction Building permit will not be issued until completed plan submitted APN: (�� -' �� ` ��JnJ Building Permit # 2183 Owner Name: e(2e \4- M IYUn�f I Owner Mailing Address: 3-7 (D-1 � wa)l Yheur-fta iyA 1Ls- I.JwI l le cpf s %'9&S Submit completed form in person or by mail or fax to: Butte County Development Services- Buildina 7 County Center Drive Oroville, CA 95965 Phone: (530)538-7601 Fax: (530)538-2140 Owner Phone: (9ZS) 469-0-15 Jobsite Address: I?Li R & e'l m bu i?t>1 �-� Project Sq. Ft.: ti� 1 I °Ifl Project Type: ?.Construction . ". emolition Jobsite Contact: �,-ems MNrj-VI� Company: OWr\_Lr Jobsite Phone: (?;?S) L40$-&7255 Brief description of project: Ul\INV"G aoo t..ti adZhl�or C��r2w��v�h �ec.��.Z Stort,t By signing below, I acknowledge that I am responsible for complying demolition debris and the lack of compliance may result in delays in i Applicant~ C__ (Owner/ Contractor) Signature: t (Circle) (2) the requirements of Ordinance 2006-3925 (Chapter 31, Article VII) related to recovery of construction and nce of building/demolition permit(s), hold on final inspection(s) and/or penalties, Date: S�3Io 7 MATERIAL 1 Reuse Recycle Dispose FACILITIES/SERVICE PROVIDERS TO BE USED 3 Inert Material (concrete, asphalt) k N 2,1 2J o2d i.2•-03ll Lumber X tz/ ffnad 4 � II . Plant/Tree Debris X J _ezo ad e12 Dry Wall X Atol god C-Rt'J -: U Metal X �I,�cG (;Cf?Q \v14k31 SoHar^ Cardboard X Other: Other: Recovery Plan approved: Date: (Building Division) Please refer to the Butte Cr. -R.or��iioa_r)irectorv.for local recycling service providers at:www.RecycleButte.net. )316-2783 v A-1!IRC'3' - .. 0413 M!1 Y 8. -2 1011. 7 l:_i:ti-1��.r�r�.ranui�l rrt)r 0 m0pMENT SEVVICE3 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING CONSTRUCTION DEBRIS RECOVERY FINAL REPORT Final inspection will not be scheduled until completed report submitted APN: Building Permit # Owner Name: Owner Phone: Jobsite Address: ' ' Project Type: ❑ Construction 0 Demolition Jobsite Contact: Company: Submit completed form in person or by mail to: Butte County Development Services - Building 7 County Center Drive Oroville, CA 95965 Jobsite Phone: ( ) MATERIAL Reuse Tonnage Recycle Tonnage Disposal Tonnage ACTUAL FACILITIES/SERVICE PROVIDERS USED Inert Material (concrete, asphalt) Lumber Plant/Tree Debris Dry Wall Metal Cardboard Other: Other: Total tons of material disposed of (not recycled or reused) Total tons of material not disposed (either recycled of reused) Percent recycled/reused % Please sign indicating that the above information is true and correct to the best of your knowledge: Applicant: (Owner or Contractor): Circle which Final Report returned with comments: (Initial) Date: Date: Attach copies of weight receipts, gate tags, or other verifying information for all materials that were reused, recycled or disposed. Final Report approved: (Building Inspector) Date: "Serving The Best Builders' 4011 Sierra College Blvd., Loomis, CA 95650_ "Ph"one (-916)--652-46-55 Fax (916) 652 5033 Feather River Blvd., Olivehurst, CA -95.9:61:- Phone (530) 743-8855 Fax (530) 743-8856 - - WWW.GOHOMEWOOD.CQM Truss Calc Submittal BUTTE COUNTY APR 0-. 5 2017: DBVUOPAUM SERVIT3 F Client: Minetti Residence Protect: PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR - CODE COMPLIANCE DATE�� lI� 7 BY 3769 Royal Mountain Rd. Truss Designer: Bryan Wagner brvanwCcbhomewoodtrusscom Phone: (530) 743-8855 Butte Valley, CA VVET SEAL Tracking / Work Order # 0311116 PH (530) 793-8855 MINETTI Fax (530)793-8856 R E S I D E N C E HOMEWOOD TRUSS CO _ 3769 ROYAL MOUNTAIN ROAD BUTTE VALLEY, CA 95965 5033 FEATHER RIVER BLVD .. OLIVEHURST, CA 95901 r -re e a a SALES REP: BW DUE DATE: 11/17/16 DSGNR/CHKR: AW / BW TC Live 20.00 psf TC Dead 14.00 psf BC Live 0.00 psf BC Dead 8.00 psf Total 42.00 psf WO#: 0311116 SCALE: 1-8' O" Date: 11/17/2016 8:38 DurFac-Lbr 1.25 DurFac-Plt 1.25 O.C. Spacing: 2 Design Spec: CRC -2013 #Tr/#Cfg: 99 / 13 Job Name: MINETTI BRG X -LOC REACT SIZE REQ'D 1 0- 1-12 924 3.50 1.50" 2 19-10- 4 924 3.50" 1.50" MAX DEFLECTION (s an) : L/999 MEM B-9 (LIVE) LC 39- L. -0.12" 0- -0.33" T- -0.46 mn loins Locations 1 0- 0- a 7 0- o- o 2 S-0-0 8 5-0-0 3 10- 0- 0 9 12- 4- 4 4 12- 4- 4 10 15- 0- 0 5 1S- 0- 0 11 20- 0- 0 6 20- 0- 0 CRITICAL MEMBER FORCES: TC COMP. DUR. / TENS. WR. CSI 1-2 -1504 1.2f / 69 1.60 0.18 2-3 -1513 1.25)1 142 1.60) 0.23 3-4 -2159 1.25 / 102 1.60) 0.21 4-5 -2218 1.2S)/ 61(1.60) 0.15 5-6 -2531((1.25))/ 80(((1.60)) 0.22 C 1 7-8 -1COMP8(/.60)/ T1293(1U25) 0 29 B-9 44 ( )/ 1102 1.252296 1.)) 0.36 10-11-28(1.fi0)/ 2269 1.25) 0.39 WB COMP. DUR.)/ TENS. DUR. CSI 2-8 -351 1.25)/ 97 1.60 O,OS 3-8. -101 1.60)/ 299 1.25 1.12 3-9 -12 1.60)/ 1387 1.25) 0.56 4-9 -41 1.25)/ 54 1.110) 0.02 S-9 -275 1.25)/ 104 1.60) 0.04 5-10 -53(1.25)1 19 1.25) 0.01 TC 2x4 DFL #1 & Btr. BC 2x4 DFL #1 & 8tr. WEB - 2x4 DFL STANDARD - Kcr (creep factor) - 2.00 Refer to Joint OC Detail Sheets for ,• Cq factors and Rotational Tolerances. Loaded for 10 PSF non -concurrent BCLL. PLATING BASED ON GREEN LUMBER VALUES. Not designed for attic storage unless noted otherwise. .. Truss ID: A01 Designed per ANSI/TPI 1-2007 Fabrication Tolerance = 20.0% Bearings designed for an Fc Perp value of the lesser of the truss chord lumber value or 625 for all bearings. IRC/IBC truss plate values are based on testing and approval as required by IBC 1703 and AN and are reported in ESR -1118. 1 10-0-0 110-0-0 1 1 2 3 4 5 6 6.00 -6.0 -4 UPLIFT REACTIONS) : Support C&C Wind Non -Wind 1 -78 lb -2 `-78 lb This truss is designed using the ASCE7-10-Wind Specification Bldg Enclosed - Yes, - Truss Location Not End Zone Exp Category - C Bldg Length - 40.00 ft, Bldg Width - 30.00 ft Mean roof height - 12.67 ft, mph 110 Occupancy Category II, Dead Load 13.2 psf Designed as Main Wind Force Resisting System - Low-rise and Components and Cladding Tributary Area - 40 sqft 5X6 1.5X3t . . 1.5X3 2..5X4 5-4-1 • 5-9-15 1SHIP 3X6 2X10 1I-16X81 = , = 0-4-1 5X6 B1 04-1/ B2� R:924 3.0 3.00 p.�. 8 R:-78 R:924 R:924 y, T. TqN fT U:-78 1 5-0-0 I I 7-4-4 I, U:-78 a 7-4.4 a 20-0-0 7 8 9 10 11 No. C 72160 CN11. P OF CALIF" AB connector plates are ALPINE Wave 20 ga., unless preceded by for High Strength 20 ga., "S' for Super Strength 18 ga. Plates are to be positioned per Joint Detail Recon. Circled plates and false frame plates 11/21/2016 are posl6oned as shown above. Shift gable stud plates to avoid overlap with structural plates. 268 - Homewood Try5s "'WARNING!"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Cust: RESIDENCE (G4) "*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DIR: Dri ve_ML0311116_L00007_100001 Trusses require etdreme care in fabricating, 1-ling,,hipping, instaifing and bracing. Refer to and follow me latest edition of BCSI (Builcing Component WO: Dri ve_•L0311116_L000 Safery Information, ty TPI and WTCA) for safety practices prior to performing these functions. Installers shelf provide temporary bracing per BCSI. Unless Dsgn r : AW #LC = 40 WT/PLY: 116 ry noted otherwise, top chord shall have properly attached strwolral sheathing and bottom chord shall have a property attached dgid ceiling. Locations shown BCSI 83, B7 TC Live 20.00 psf - Ll r L-1.2 S P=1.25 a �� (� (7 'U�\vIl for permanent lateral restraint m webs shall have report, messed per sectiorta or BfO, es apdicatle. Appy platesto each face o1 fora and p05itionas,rows,rweaodontheJeimoetaibmporr,anlesatotedotnerwisa. TC Snow(Pf) 0.00 psf owDu SnowDur L=1.15 P=1.15 Alpine, e d ''cion o/ ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing, any failure to build the fora in TC Dead 14.00 psf Rep Mb r Bnd / Comp / Tens AN ITw COMPANY conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility BC Live 0.00 psf 1.15 / 1.10 / 1.10- 2820 N. Graaf SW Pkwy. GrandPraid., TX 7WW - solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Bullding - BC Dead 8.00 psf 0.C.Spacing 2- 0- 0 Designer per.ANSYTPI 1 Sec.2 TRUSPLUS 6.0 VER: T6.S.20 Por more informationaeemsjor'e,enerelnowpagaendtheseweb,es: Bid Code: CRC -2013 DEFL RATIO: L/240 TC: L 24 ALPINE: yomu Rl2fgc1t LS,m; TPI: � tDinstoro; WTCA: 'ICC: 9 Job Name: MINETTI BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 & Btr. 1 0- 1-12 924 3.50" 1.50 BC 2x4 DFL #1 & 8tr. 2 19-10- 4 924 3.50 1.50" -WEB 2x4 DFL STANDARD MAX DEFLECTION (span) : Kcr (creep factor) - 2.00 L/999 MEM 2-3 (LIVE) LC 1 Refer to Joint QC Detail Sheets for L- -0.05" D- -0.10" T- -0.15" Cq factors. and Rotational Tolerances. .a= Joint Locations ® Loaded for 10 PSF non -concurrent BCLL. 1 0- 0- 0 6 0- 0- 0 _ _ PLATING BASED ON GREEN LUMBER VALUES. - 2 S- 0- 0 1 6- 8- 0 Note ot designed for attic storage unless 3 10- 0- 0 e 13- 4- 0 noted otherwise. 4 15- 0- 0 9 20- 0- 0 TC 1-2 COMP. DUR. / TENS. OUR.) CSI -14S7 1.25 / 78 1.60) 0.17 2-3 -1275 1.25)/ 101 1.60) 0.17 .. .. _ .- 3-4 -1275 1.25))/ 105 1.603 0.17 4-$ -1417 1.25 / 78 1.60 0.17 BC COMP. DUR. / TFJ15. OUR.) CSI 6-7 7-8 -26 1.60 / / 12S1 1.25)) 0.28 816 1.2S) 0.24 8-9 -26(1.60)/ 1251 1.25) 0.28 W8 CN1P. (DUR.)/ TENS. (13% c5I'•�-'""'- 2-7 -316(1.25)/ 87(1.60) 0.06 3-7 -13 1.60 / 446 1.2f 0.18 3-8 4-8 -13 1.60)/ -316 1.2f / 466 1.25) 0:18 87 1.60) 0.06 Truss ID: A02 Designed per ANSI/TPI 1-2007 Fabrication Tolerance - 20.0% Bearings designed for an FcPerp value of the lesser of the truss chord lumber value or 625 for all bearings. IRC/IBC truss plate values are based on testing and approval as required by IBC 1703 and AN5I/TPI.and. are re ported in E5R-1118. 10-0-0 10-0-0 1 2 3 4 5 6.00 ,a _ ._ .._ -6.0 10 UPLIFT REACTION(S) : Support C&C Wind Non -Wind 1 -78 lb 2 -78 lb This truss is designed using the ASCE7-10 Wind Specification Bldg Enclosed - Yes, -Truss Location = Not End.Zone Exp Category = C Bldg Length 40.00 ft, Bldg Width - 30.00 ft Mean roof height - 12.67 ft, mph 110 Occupancy Category II, Dead Load 13.2 psf -.Designed as Main Wind Force Resisting System -- -'Low-rise and Components and Cladding Tributary Area - 40 sqft 5-9-15 SHIP 0-4-1 B1 B2 W:308 W:308 R:924 R:924 E U:-78 U:-78 Q�0-g {1-00-- f l 20-0-0 I 6 7 8 9 An connector plates are ALPINE Wave 20 ga., unless preceded by "H' for High Strength 20 ga., "S" for Super Strength 18 ga. Plates are to be positioned per Joint Detail Report. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates. 268 - Homewood Truss "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI (154) "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses ra0uira a,,ueme care in fabricating. handing, shipping installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to pedanming Nese functions. Installers shag provide temporary bracing per SCSI. Unless >r noted otherwise, top chord shall have property attached structural sheathing and bottom chard shall have a property attached rigid ceiling. Locations shown ri �� r^� rt r� for permanent lateral restrain[ n webs shat have repork installed per Cher sections B3. B7 at 810, az applicable. Appy plates W each face of truss and /��/ fl IILII`] IUi��\V\l.11l IIL`�� position as shown above and on Na Joint Details reporC unless noted otherwise. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing, any failure a build me buss in AN /TW COMPANY conformance with ANSIRPI i• or for handing, shipping, installation 8 bracing of trusses. V A seal. on this. drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility 7820 N. Greer SIN Pkwy. Grand Praline, TX 76050 solely for the design shown. The suNabillty and use of this drawing for any structure Is the responsibility of the Building Designer per ANS11TPI i Sec.2 TRUSPLUS 6.0 VER T6.5.20 For mora information see this job's general notes page and these webs es: ALPINE: ' TPI: www.toinstora� WTCA: www eL9gdI suvore ICC: wvn mcsafe.ora �¢OFES& - �E�y T. s No. C 72160 CiViL P CAUIV 11/21/2016 Cust: RESIDENCE DIR: Drive_K_0311116_L00007_100001 W0: Drive-.ML0311116_LODD Dsgnr: AW #LC = 40 WT/PLY: 13 TC Live 20.00 psf LiveDur L=1.25 P=1.25 TC Snow(Pf) 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 14.00 psf Rep Mbr Brid / Comp / Tens BC Live 0.00 psf 1.15 / 1.10 / 1.10 BC Dead 8.00 psf O.C:Spacing 2- 0- 0 Bldg Code: CRC -2013 DEFL RATIO: L/240 TC: L/2 Job Name: MINETTI Truss ID: A02G Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 & Btr, Designed per ANSI/TPI 1-2007 UPLIFT REACTION(S) : 1 0- 3- 6 149 6.75" 1.50" BC 2x4 DFL #1 & Btr. Fabrication Tolerance - 20.0% Support C&C Wind Non -Wind 2 1- 7- 6 50 3.50" 1.50" 2- 167 3.50" 1.50" WEB 2x4 DFL STANDARD Bearings designed for an FcPerp value of the - - 1 -5 lb 3 8- 0 4 4- 0- 0 136 3.50" 1.50 Kcr (creep factor) 2.00 lesser of the truss chord lumber value or Refer to Joint QC Detail Sheets for 625 for all bearings. 2 -7 lb 3 -28 lb S 5- 4- 0 159 3.50" 1.S0" Cq factors and Rotational Tolerances. IRC/IBC truss plate values are based on 4 -5 lb 6 6- 8- 0 170 3.50" 1.50" 7 8- 0- 0 166 3.50" 1.50" Loaded for 10 PSF non -concurrent BCLL. testingg and approval as required by IBC 1703 5 -5 lb B 9- 3- 0 167 3.50" 1.SO" 9 10- 9- 0 167 3.50 1.50" Mark all interior bearing locations. and ANand are reported in ESR -1118. -.- Permanent bracing is regwired to Install interior support(s) before erection. 6 -bib 7 -8 lb 12- 0- 166 1.50" prevent rotation/toppling. See Building designer shall verify gable loads 8 -6 lb 10 0 3.50" 11 13- 4- 0 170 3.50" 1.50 SCSI and ANSI/TPI 1. and Save loads, if applicable. 9 -6 lb 12 14- 8- 0 159 3.50" 1.50" PLATING BASED ON GREEN LUMBER VALUES. [+) gable bracing required 0 42" intervals, 10 -8 lb 13 16- 0- 0 136 3.50" 1.50" HORIZONTAL REACTIONS)) if expposed to wind load applied to face. 1 123 ib: Bracing Details. 11 -6 lb 12 lb 14 17- 4- 0 187 3.50" 1.50" support See ]:TWBCG's Gable -5 15 18- 4-10 50 3.50" 1.50" support 16 -123 lb This truss is designed using the 9 13 -5 lb 16 19- 8-10 149 6.75" 1.50" Not designed for attic storage unless ASCE7-10 Wind Specification 14 -28 lb MAX DEFLECTION (span) : noted otherwise. Bldg Enclosed - Yes, 15 -7 lb L/999 MEM 1-2 (LIVE) LC 1 Truss Location - Not End Zone 16 -5 lb L- 0.00" D. 0.00" T. 0.00" Exp Category C Bldg Length 40.00 ft, Bldg Width - 30.00 ft .r- Joint Locations ® 1 0- 0- 0 16 0- 0- 0 - - Mean roof height - 12.67 ft, mph 110 -13.2 2 2- s- 0 17 z- 8- 0 Occupancy Category II, Dead Load - psf 3 4- 0- 0 11 4- 0- 0 Designed as Main Wind Force Resisting System a S- 4- 0 19 s- a- o - - -- ---' • - • - Low-rise and Components and Cladding 5 6- 8-0 20 6- 8- 0 Tributary Area 56 sgft Truss designed to support 1-0-0 top chord outlookers 7 9- 3- 0 22 s- 3- o - and cladding load not to exceed 10 PSF one face, and 8 10- 0- 0 23 10- 9- 0 24" span opposite face. Top chord must not be cut or 9 10- 9- 0 24 12- 0- 0 ' notched. 10 12- 0- 0 2S 13- 4- 0 11 13- 4- 0 26 14- 8- 0 1214 8- 0 27 16- 0- 0 13 16- (1-028 17- 4- 0 14 17- 4- 0 29 20- 0- 0 110-0-0 1 10-0-0 I 1S 20- 0- 0 CRITICAL MEMBER FORCES: 1 2 3 4 5 6 7 $ 9 10 11 12 13 14 15 •-- ^�- --'--- - TC COMP. Pull. TENS. DU 0..) CSI 1-2 -96 1.25 / 24 1.60) 0.04 1-3 -91 1,25 / 3(1.60) 0.04 3-4 -87 1.25 / 0.02 4-5 90 1.x5 / 7 1.60) o.oz 2.5X4 -6.061 5-6 -93 1.25 / 28 1.60) 0.02 6.00 6-7 -911.25 / 50 1,60) 0.02 1.5X3 1.5X3 7-8 -89 1.25 / 44 1.60)))) 0.02 8-9 -89 1.25 / 4a 1.60 0.02 1.5X3 1.5X3 9-10 -91 1.1f / SO 1.60 0.02 30-11 -93 1.2f / 28 1.60 0.02 1.5X3 1.5X3 11-12 -90 1.25 / 7 1.60) 0.02 1z-13 87 1.25 / 0.0z 1.5X3 1.5X3 13-14 -91 1.25)/ 3(1.60) 0.04 14-15 -96 1.2s / 24 1.soJ U.04 5 4 1 1.5X3 1.5X3 5 4.1 SC COMP.(OUR.)/ TENS. (OUR.) CSI 1.5X3 1.5X3 SHIP 16-17 -71(1.25)/ 78(1.60) 0.02 17-18 / 0.01 19-20 % 0.01 2X4 2X4 20-21 0.0 21 22 % 0.01 =_ iti s % 0.0 0-4-1 0-4-1Q, 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 s+u/ €-�6 0:8 � 1.5X36 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 T. r z7-11 / 0.01 28-29 / 0.02 B'B COMP- OUR. / TENS. DURJ CSI V 2-17 -171 1.1f / 43 1.60 0.02 I 20-0-0 I 3-18 -114 1.25 0.01 4-19 -138 1.25 / 13 1.60 0.02 16 17 18 19 20 21 22 23 24 25 26 27 28 29 5-20 -148 1.25 / 4 1.60 0.03 No. C 72160 6-21 -145 1.2f / 21 1.60 0.04 7-22 -72 1.2f)/ 0.03 9-23 -72 1.21)/ 0.03 1.60) 0.04 10-24 -145 1.25)/ 2111:60 11-21 -148 1.25)/ 41.60) 0.03 12-26 -138 1.25)/ 131.60 0.02 13-27 -114 1.25 / 14160 0.01 14-28 -171 1.25 / 43 0.02 7-22 1.2f / 0.03 �T (NIL P -72 9-23 -72 1.25 / 0.03 QF 1t �?' W Wf Ali connector plates are ALPINE Wave 20 ga., unless preceded by •H- for H- h Stmngth 20 ga., "S' for Super Strength 18 ga. Plates are to be positioned per Joint Detail Repon. Circled Rates and false frame plates OVER CONTINUOUS SUPPORT 11/21/2016 are positioned as shown above. Shift gable stud plates to avoid overlap wit structural plates. 268 - Homewood Trus **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Cust: RESIDENCE (C41 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DIR: Dri ve M 0311116_L00007_J00001 ^ Trusties require extreme care in fabricating, handling, shipping, instating and bracing. Refer to and follow the latest edition of SCSI (Suildlng Componerd WO: Dri ve�L0311116_L000 Safey Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide temporary bracing per BCSI. UNese Dsgn r : AW /ILC = 40 WT/PLY: 137 V n noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown 20.00 - L1 L=1.25 P-1.2 $ ^V r� fi for permanent lateral restraint of webs snag have installed per BCSI sections 83, 87 or 870, as applicable. Appy plates to each face of tires and TC Live psf P V2DU r �U QUI`\\Vvl report position as shown above and on the Joint Details report uNess noted omerwise. TC SrIOW (Pf) 0.00 psf $nOWDU r L=1.1$ P=1.1$ 1II000UI�rr' 11 Alpine, a division of ITW Building Components Group Inc.. shall not be responsible for any deviation from this drawing, any failure to build the bun; in TC Dead 14.00 psf Rep Mb r Bnd / Comp / Tens AN ITW COMPANY conformance with ANSI7rP11, or for handling, shipping, Installation & bracing of trusses. A seal an this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility BC Live 0.00 psf 1.00 / 1.00 / 1.00 1920 N. Great SWPkwy. Grand Prairie, TY 75050 solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building BC Dead 8.00 psf 0. C. Spaci ng 2- 0- 0 Designerper ANSI/TPI I Sec.2 • TRUSPLUS 6.0 VER T6.5.20 For more information a. this job's general notes page and these web ages: Bldg Code CRC -2013 9 DEFL RATIO: L/240 TC: L/2401 ALPINE: w.wy.atoineitw.orri TPI: vAyw.teiraLo WTCA 9ew4.ebdndusW.aret ICC: www.icoeaf.on, Job Name: MINETTI Truss ID: A03 Qty: 5 BRG 'X -LOC REACT SIZE REQ TC 2x4 OFL #1 & Btr. Designed per ANSI/TPI 1-2007 This truss is designed using the 1 0- 1-12 1252 3.50" 1.50" BC 2x4 DFL #1 & Btr. Fabrication Tolerance = 20.0% ASCE7-10 Wind Specification 2 19-10- 4 1252 3.50" 1.50" WEB 2x4 DFL STANDARD Bearings designed for an-FcPerP value of the Bldg Enclosed Yes, MAX DEFLECTION (span) - TIE BEAM 2x4 DFL STANDARD lesser of the truss chord lumber value or - - Truss Location Not End Zone' ' L/999 MEM 11-12 (LIVE) LC -1 ATTIC WB--- 2x4 DFL STANDARD" 625 for all bearings. '^' "' Exp Category C L- -0.09" D- -0.12" T- -0.22" STR BLK 2x4 DFL STANDARD Kcr (creep factor) - 2.00 Bldg Length 40.00 ft, Bldg Width - 30.00 ft ®= loins Locations - Attic room load - 45 psf, plus any added Refer to Joint QC Detail Sheets for - Mean roof height - 12.67 ft, mph 110 . 1 0- o- 0 9 s- o- 0 loads indicated. Room LL Defl. is L/360. __ Cq factors and Rotational Tolerances. _ - Occupancy Category II, Dead Load 13.2 psf o- 0 10 7- 1-12 Loaded for 10 PSF non -concurrent BCLL. IRC/IBC truss plate values are based on Designed as Main Wind Force Resisting System 3 7- 3-12 11 9- 5- 8 Attic collar tie requires lateral restraint testing and a roval as required b IBC 1703 -- - ^ - Low -rise -and Components and Cladding 4 lo- 0- 0 12 10- 6- e q an q y P 9 s 12- e- 4 13 12- 8- 4 shown plus bracing at the panel points of and AN and are reported In ESR -1118. Tributary Area 40 sgft 6 15- o- 0 14 15- o- o the collar tie (unless In otherwise), PLATING BASED ON GREEN LUMBER VALUES. ----------LOAD CASE #1 DESIGN LOADS ---------------- 7 20- o- o is 20- 0- o or rigid sheathing is required. Not designed for attic storage unless Dir L.Plf L.Loc R.Plf R.Loc LL/TL a o- o- o is 10- o- o noted otherwise. TC Vert 84.00 - 1- 0- 0 84.00 0- 0- 0 0.48 CRITICAL 11FMBER FORCES: TC Vert 68.00 0- 0- 0 68.00 7- 3-12 O.S9 TC COMP. (OUR / TENS.(DUR.) CSI 1-z -z13z l.z s/ 0.19 TC Vert 88.00 7- 3-12 88.00 7- 5- 8 0.45 2-3 -1952 l.zs / 0,14 TC Vert 68.00 7- 5- 8 68.00 12= 6- 8 0.59 3-4 -517 1.zs / 0.1z - ---- TC Vert 88.00 12- 6- 8 88.00 12- 8- 4 0.45 4-5 53a 1.zs>/ Ou TC Vert 68.00 12- 8- 4 68.00 20- 0- 0 0.59 ea -2132 1.25 0.:1 9 TC Vert 84.00 20- 0- 0 84.00 21- 0- 0 0.48 BC Vert 16.00 0- 0- 0 16.00 7- 3-12 0.00 BC CDMP.(DUR.)/ TENS. OUR CSI ` `- '"'� BC Vert 106.00 7- 3-12 106.00 12= 8- 4 0.75 8-9 / 1843 1.251 0.28 .- 9-10 / lea3 i.IS 0.47 _ _ _ BC Vert 16.00 12- 8- 4 16.00 20- 0- 0 0.00 l0- 1 / i360 1.00 0:47 3-5 V 20.00 7- 5- 8 20.00 12- 6- 8 0.00 11-12 / 1360 1.00 0.37 .Type... lbs X.Loc LL/TL Fastener 11-12 -264(0.90)/ 83 0.90 0.35 TC Vert 0.0 0- 1-12 1.00 1z-13 / 1440 i.00 0.4e TC Vert 0.0 19-10- 4 1.00 13-14 / 1843 1.25) 0.47 14-15 / lea3 1.25) 0.28 BC Vert 32.1 7- 3-12 0.00 10-11 / 471 1.251 0.57 BC Vert 32.1 12- B- 4 0.00 12-13 / 466 1.2S 0.52 W8 COMP. TENS. DUR. CSI - 2-9 -71(1.25)/ 104 1.25 0.04 2-10 -298(1.25))/ 147 1.60 0.06 t 10_0_0 i 1D_Q-Q r 3-10 / 599 1.25 0.68 s-13 297 ( )/ 601 l.a)) 00.67 - 1 2 3 4 5 6 71-11 6-14 -_70 (1.2 S)% 104 1141 .2f) 0.04 ' TB COMP.(OUR.)/ TENS.(OUR.) CSI 3-16 -1257 1.25 / 0.28 16-5 -1257 1.253/ 0.285X6 0 ` 6.00 AN COMP.(DUR.)/ TENS. (WR.) CSI ., 16-4 / zo3(1.00) 0.10 4X6 4X6 5 4 1 3X4 1.5X3 16 3X4 5-9-15 3X85- -D 3-3-0 SHIP III 3X8 0-4-1 1.5X3 2.5X4 3X8 1.5X3 0-4-1 p�,� r - 7-5-8 3X8 2.5X4 B2 �/ B1 W:308 (G�'1 T. Ti� W:308 R:1252 R:1252 3 3 U: U 20-0-0 f� 8 9 10 11 12 13 14 15 No- C 22160 AD connector plates are ALPINE Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S" for Super Strength 18 ga. Plates are to be positioned per Joint Detail Report. Circled plates and false frame plates A A c I�O are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates. /� 1 1 V 268 - Homewood Trus "'WARNINGI** READ AND FOLLOWALL NOTES ON THIS DRAWING! Cust: RESIDENCE (G41 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DIR: Dri ve J4 0311116_L00007_)00001 Trusses require e,dreme care in le bricating, handling, aNpping, installing and bracing. Refer to and follow the latest edition of SCSI (Buildng Component W0: Dri ve-lL0311116_L000 safety Information, b/ TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless Dsgn r : AW #LC = 82 WT/PLY: 1350 ,e noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid telling. Locations shown TC Live 20.00 psf - - Ll r L-1. 2 S P-1. 2 S �� r� rI IUI�\\VVI ror permanent shown ab restraint n webs i shall have bracing finless d per other ise. B3, B7 or 870, as applicable. Appy pWtes to each lace of truss and position as ahawn above eM on Me Joint Details report unless rated otherwise. TC Snow(Pf) 0.00 psf owDu SnowDur L=1.15 P=1. 15 II Alpine, a division of ITW SuDrDng Components Group Inc., shag not be responsible for any deviation from this drawing, any falure to build the truss in TC Dead 14.00 psf Rep- Mb r Bnd' / Comp- / Tens AN fTW COMPANY conformance with ANSVTPI 1, or for handling, shipping, installation 8 bracing of trusses. A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility SC Live 0.00 psf 1.15 / 1.10 / 1.10 2820 N. Groat SW Pkwy. Grarrd Pralrie, TX 7WW solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building BC Dead 8.00 psf O. C. Spaci ng 2- - 0- 0 ` DesignerperANSYTPI 1 Sec.2 TRUSPLUS 6.0 VER: T6.5.20 For mom information see this job's general notes page and these web sites: Blit Code: CRC -2013 9 DEFL RATIO: L/240 TC L 24 ALPINE:wwwslDin itw.com:TPI:wwwADir5tom WTCAwwwaacindum.oro ICC. wwwlccsafeem Job Name: MINETTI COMP.(DUR.)/ TENS.(DUR. CSI Truss ID: A04 Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 & Btr. Designed per ANSI/TPI 1-2007 UPLIFT REACTIONS) : 1 0- 1-12 840 3.S0" 1.50 BC 2x4 DFL #1 & Btr. Fabrication Tolerance - 20.0% Support C&C Wind Non -Wind 2 19-10- 4 840 3.50" 1.50" -- WEB 2x4 DFL STANDARD - - Bearings designed for an FcPerp value of the ''- 1 -4S lb lb MAX DEFLECTION (span) : - L/999 MEM 2-3 (LIVE) LC 1 -.. Kcr (creep factor) - 2.00 Refer Detail Sheets for '•` .lesser of the truss chord lumber value or 62S for bearings. '- '. 2 -45 This truss is designed using the -' L= -0.05" D- -0.10" T- -0.15" to Joint. QC Cq factors and Rotational Tolerances. all IRC/IBC truss plate values are based on - -' ASCE7-10 Wind Specification - Ioint Locatsons ® Loaded for 10 PSF non -concurrent BCLL. - testing and approval as required by IBC 1703 - r Bldg Enclosed - Yes, - 1 0- 0- 0 , 6 D- o- a _ PLATING BASED ON GREEN LUMBER VALUES. _ and ANSI/TPI and are reported in ESR -1118. Truss Location Not End.Zone 2 s- g- 0 7 6- 8- 0 3 10- 0- 0 8 13- a- o Not designed for attic storage unless Dsgr : AW Exp Category C 9 20- 0- o _io- noted otherwise. - - Bldg Length 40.00 ft, Bldg Width - 30.00 ft s o- o _ ._" .. .. _ Mean roof height - 12.67 ft, mph 110 CRITICAL MEMBER FORCES: TC COMP. OUR.)/ TENS. DUR. CSI - - - -- TC Snow(Pf) 0.00 psf Occupancy Category II, Dead Load 13.2 psf 1-2 -1457((1.2s / 88 1.603 0.17 2-3 113(1.603 0.17 - - • Designed as Main Wind Force Resisting System --Low-rise and Components and Cladding -1275(1.25)/ 3-4 -mS 1.2s)/ 113C(1.60 0.17 TC Dead 14.00 psf .. -� Tributary Area 40 sgft - - 4-5 -1457 1.25)/ 88(l.60) 0.17 - 1.15 / 1.10 / 1.10 8C COMM.IUR.)/ TENSDUR.) CSI - BC Dead 8.00 psf 6-7 -24(1.60)/ 12 Si1 1.25 -. 7-8 / 816(((1.253 0.24 8-9 -24(1.60)/ 1251(1.25) 0.28 '- Formoreinformationa-misjob'sgeneralnotes page andthesewebsites:, kg COMP.(DUR.)/ TENS.(DUR. CSI • ' - _ _ 2-7 -316(1.253/ 98(1.603 0.06 3-7 -23 1.60 / 446 1.25 0.18 ` r. 3-8 4-8 -23 1.60)/' 446 1.25 0.18 -316 1.25)/ 98 1.60 0.06 - - •"` - - 268 - Homewood Truss *"WARNINGI ** READ AND FOLLOW ALL NOTES ON THIS DRAWING! I -10-0-0 I 10-0-0 I _ 1 _ .... .2 .. _ 3 4 5 DIR: Dri veM_0311116_L00007_J00001 _ 6.00_ -6.00 WD: Drl Vel -O 311116_LDDO 5X6 v Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide temporary bracing per BC51. unless ... _ . 5-4-1 Dsgr : AW 1.5X3 _.. 1.5X3 5 4 1 3X6 _ 0-4-1 81 W:308 R:840 U:-45 6 7 8 SHIP 0-4-1 B2 W:308 - R:840 U:-45 AU connector plates are ALPINE Wave 20 ga., unless preceded by "H" for High Strength 20 a., "S' for Super Strength 18 ga. Plates are to be positioned per Joint Detail Report. Circled plates and false frame plates are post0oned as shown above. Shift gable stud plates to avoid overlap with structural plates. 11/21/2016 268 - Homewood Truss *"WARNINGI ** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Cust: RESIDENCE (CA) **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DIR: Dri veM_0311116_L00007_J00001 Traria, require extrema care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BC51 (Building Component WD: Drl Vel -O 311116_LDDO Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide temporary bracing per BC51. unless Dsgr : AW #LC = 40 WT/PLY: 108 1Y noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown TC Live 20.00 psf - Ll r L-1. 25 P=1.25 � ��O r� T7 lateral restraint n webs shag have bracing installed per Cher sections 83. B7 or 810, as applicable. Apply plates m each face of truss and for permas shown poaifion as ehawn above and on me paint oetaga report. unless noted otherwise. TC Snow(Pf) 0.00 psf owDu SnowDu r L=1.15 P=1.15 Illll^\\Vvl II Alpine, a division of 1TW Building Components Group Inc., shag not be responsible for any deviation from this drawing, any failure to build the teas in TC Dead 14.00 psf Rep Mb r Bnd / Comp / Tens AN ITW COMPANY conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing. or cover page listing this drawing, Indicates acceptance of professional enginserfng responsibility BC Live 0.00 psf 1.15 / 1.10 / 1.10 2820 N. Graaf SWPkwy. GrandPmlrte, TX 75050. -- solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building -• BC Dead 8.00 psf 0. C. Spaci ng 2- 0- 0 -. Designer per ANSI/TPI f Sec.2 - TRUSPLUS 6.0 VER: T6.^S.20 Formoreinformationa-misjob'sgeneralnotes page andthesewebsites:, BldgCode: CRC -2013 DEFL RATIO' L/240 TC: L/24!3 ALPWE: TPI: WTCA ICC: Job Name: MINETTI Truss ID: AOD Qty: 1 BRG X -LOC REACT SIZE REQ -0 TC 2x4 DFL #1 & Bir. Designed per ANSI/TPI 1-2007 UPLIFT REACTIONS) : 1 0- 1-12 924 3.50" 1.50" BC 2x4 DFL #1 & Btr. .. Fabrication Tolerance - 20.0% Support C&C Wind Non -Wind 2 19-10- 4 924 3.50" 1.50" WE2x4 DFL STANDARD Bearings designed for an FcPerp value of the 1 -78 lb MAX DEFLECTION (s an) _ Kcr (creep factor) - 2.00 - - lesser of the truss chord lumber value or ' .2 1 - -78 lb L/999 MEM 2-3 (LIVE) LC 1 -- Referto Joint QC Detail Sheets for -, 625 for all bearings. ''-"`"` This truss is designed using the L- -O.OS" D_ -0.10" T- -0.15" Cq factors and Rotational Tolerances. IRC/IBC truss plate values are based on ASCE7-10 Wind Specification �= loins Locations ® - Loaded for 10 PSF non -concurrent BCLL. - testing and approval as required by IBC 1703 - - Bldg Enclosed = Yes, - Truss.-Location.-.Not_End Zone" 1 .o- o- 0 6 a- 0- o .. 2 5- o- 0 7 -6- 8- 0. PLATING BASED ON GREEN LUMBER VALUES.. - -.-. Not designed for attic storage unless - and AN and. are reported in E5R-1118... _ " __._._ - _ Exp Category C 3 lo- o- 0 8 13- 4- 0 4 ls- 0- 0 9 20- 0- 0 noted otherwise. - -.. - Bldg Length 40.00 ft, Bldg Width 30.00 ft g s -zo- o- o CRrT CAL MEMBER FORCES: Tc COMN111. / TENS.(DUR. CSI r1_ 2 • Mean roof height 12.67 ft, mph 110 Occupancy Category II, Dead Load 13.2 psf 1-2 -1457(1.25/ 7e(1.603 0.17 2-3 -1275(1.2f)/ 105(1.60) 0.17 "" ` - ' - Designed as Main Wind Force Resisting System -Low-rise and Components and Cladding 9 3-4 -127S( 1.25)/ los(1.60) o,v s.00 - _ • _ - Tributary Area - 40psgft 4-5 -1457(1.2S)/ 78(1.60) 0.17 _ OF CAUFC TENS "i All connector plates are ALPINE Wave 20 Be., unless preceded by "H' for H'gh Strength 20 ?Ia., "S" for Super Strength 18 ga. Plates are to be positioned per Joint Detail Repot. Circled plates and false frame plates 61C %(IlR0)/ -2 1.6 2511.2 00C2I8 7-8 / 8161.2S 0..22S48 _ 8-9 -26(1.60)/ 12511.251 1 1 1 1 V " WB 2-7 CDMP.(DUR.)/ -316 1.25)/ TENS.(DUR.) 87(1.60) CSI 0.06 - R:924 3-7 -13(1.60))/ 446((1.25)) 0.18 U:-78 6-8 -316(1.25)/ 487(1.60) 0.06 _ • ' - - zo-o-o - l 10-0-0 10-0-0 1 r1_ 2 3 4 s s.00 5Xs - 1.5X3 1.5X3 541 5-9-15 SHIP 3X6 3X6 0-4-1 2.5X4 2.5X4 0-4-1 ' W W:308 W: Fy. T. W:308 R:924 R:924 U:-78 U:-78 zo-o-o No. C 72180 6 7 8 9 _. OF CAUFC All connector plates are ALPINE Wave 20 Be., unless preceded by "H' for H'gh Strength 20 ?Ia., "S" for Super Strength 18 ga. Plates are to be positioned per Joint Detail Repot. Circled plates and false frame plates 11/21/2016 A /� A A c /L /Z0 are posltoned as shown above. Shift gable stud plates to avoid overlap with structural plates. 1 1 1 1 V 268 - Homewood Tru s **WARNINGI** READ AND FOLLOWALL NOTES ON THIS DRAWINGi Cust: RESIDENCE (C41 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DIR: Dri ve M 0311116_1-00007 100001 Truasea require exueme care in fabricating, handing, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component WO: Dri veJL0311116_L000 Safety Information, by TPI and WTCA) for safety practices prior to performing Nese functions. Installers shag provide temporary bracing per SCSI. Unless Dsgn r : AW #LC = 40 WT/PLY : 112 ry noted otherwise, top chord shag have property attached structural sheathing and bottom chord shag have a property attached dgid ceiling. Locations shown TC Live 20.00 psf Li - r L-1. 2 S P=1.2 5 (] �uj�\v�� n n for permanent lateral restraint n webs shag have Deport, installed per BC51 sections 83, B7 or B10, as applicable. Apply plates to each face of true and position as shown above and on me Joint Details report, unless noted otnerwsse. TC SItOW(Pf) 0.00 psf owDu $nOwDur L=1.15 P=1.1$ Alpine, a divisional ITW Building Components Group Inc., shag not be responsible for any deviation from this drawing, arty failure to build the truss in TC Dead 14.00 psf Rep Mb r Bnd / Comp / Tens AN rrw COMPANY contormance with ANSVFPI 1, or for handling, shipping, imtaflabon & bracing of trusses. A seal on this drawing or coverpage listing this drawing, Indicates acceptance ofprefesslonal engineering responsibility BC Live 0.00 psf 1.15 / 1.10 / 1.10 - 2620 N. Greer SWPRwy. Grand Praide, TY 75050 solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building BC Dead psf- 0.C.$pacing 2= 0- 0 Designer per ANSI/TPI 1 Seo.2 _ TRUSPLUS 6.0 VER: T6.5.20 For more information see this job's general notes page and these web sites: ALPINE:www.alnlnew.eam.rPl:nmmstODSLgtnwrcA am6„zrtc! I.: ICC: wwab;fMgj art Bldg Code: CRC -2013 DEFL RATIO: L/240 TC: L/24 CRITICAL MEMBER FORCES: TC COMP. DOR.)/ TEN,. DOR.) CSI t 10-0-0 i 1D -O-0 r 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 - 1-2 2-3 3-4 -96 1.2S)/ -91 1.25)/ -87 1.25)/ 24 1.60) 0.04 3(1.60) 0.04 0.02 Job Name: MINETTI Truss ID: AOG 4-S S-6 -89 1.2S / -92 1.25 / 611 .60) 0.02 271.603 0.02 _._. Qty: 1 BRC X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 & Btr. Designed per ANSI/TPI 1-2007 UPLIFT REACTION(S) : 49(1.60 0-02* - 1 0- 3- 6 233 6.75" 1.50" 8C 2x4 DFL #1 & Btr. Fabrication Tolerance - 20.0% Support C&C Wind Non -Wind 1,5X3 2 1- 7- 6 50 3.SO" 1.50" WEB 2x4 DFL STANDARD - Bearingsdesigned for an FcPerp value of the 1 -9 lb 1.5X3 3 2- 8- 0 187 3. SO". ,1.50" Kcr (tree PP. factor) = 2.00 -- - _ lesser of the truss chord -lumber value or - 2 -6 lb -- - za 1.60 0.04 4 4- 0--0 136 •3.SO" : 1..50". --Refer to.7oint QC Detail Sheets for - 625 for all -bearings. - 3-16 lb - ---- 5 5- 4- 0 159 3.50" 1.50" Cq factors and Rotational Tolerances. IRC/IBC truss plate values are based on 4 -5 lb 6 7 6- 8- 0 8- 0- 0 170 166 3.50 3.S0"-•'1:50" 1.50 Loaded for 10 PSF non -concurrent BCLL. testing and approval as required by IBC 1703 5 •-6 lb ' 8 9 9- 3- 0 10- 9- 0 167 167 3- SO" 3.50" 1.50" 1.50" Mark all interior bearing locations. Permanent bracing is required to - and ANSI/TPI and are reported in ESR -1118. Install interior support(s) before erection. .6 7 _-7 -8 lb lb 10 12- 0-. 0 166 3.50" 1.50" grevent rotation/toppling. See Building designer shall verify gable loads _ 8 -9 - -7 16 11 13- 4- 0 170 3.50" 1.50" SCSI and ANSI/TPI 1. and eave loads, if applicable. / -7 lb 12 14- 8- 0 159 3.50" 1.50 PLATING BASED ON GREEN LUMBER VALUES. (+ gable bracing required 0 42" intervals, 10 -8 lb 13 16- 0- 0 136 3.50" 1.50" HORIZONTAL REACTIONS)) i eMPed to wind load applied to face. Med 11 -7 lb TqN 14 17- 4- 0 187 3.50" 1.50" support 1 133 16• See Gable Bracing Details. 12 -6 lb J 15 18- 4-10 50 3.50 1.50" support 16 -133 lb This truss is designed using the 13 -5 lb No. C 72160 16 19- 8-10 233 6.75" 1.50" Not desi ned for attic storage unless g ASCE7-10 Wind Specification P 14 -16 lb -72 1.21 / 0.03 MAX DEFLECTION (span) 10-24 noted of erwise. Bldg Enclosed Yes, 15 -6 16 lb 11-2s 12-26 -1411 1.2S)/ -138 1.2S)/ L/999 MEM 1-2 (LIVE) LC 1 - " 13-27 14-28 Truss Location - Not End Zone 16 -9 CNIL P 7-22 9-23 L- 0.00" D. 0.00" T. 0.00" - Exp Category C AB connector plates are ALPINE Wave 20 ga., unless preceded by "H' for HI%h, Strength 20 a. 'S* for Super Strength 18 ga. Plates are to be positioned per Joint Detail Report. Circled plates end false frame plates 11/21/2016 are poslboned as shown above. Shift gable stud plates to avoid overlap with structural plates. Bldg Length 40.00 ft, Bldg Width a 30.00 ft **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Cust: RESIDENCE ®e loin[ Locations 1 0- o- 0 16 - 0- o- 0 DIR: Dri veJL0311116_L00007_]00001 - Mean roof height - 12.67 ft, mph 110 Trusses re0uira extreme rare in fabricating, handling, ",ping, installing and bracing. Refer to and follow ma latest edition of SCSI (Building Component WD: Drl V2�"LQ311116_LDQQ #LC 40 VF/PLY: 141 2 27 e- o 17 t- 8- 0 Dsgn r: AW = Occupancy Category II, Dead Load = 13.2 psf ' V n noted otherwise, top chord shell have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locationsshown TC Live 20.00 psf 3 a= o- 0 16- a- 0- 0 r� n �Uj�\\�J� -' - Designed as Main Wind Force Resisting System TC SnOW(Pf) 0.00 psf owDu $nOwDDr L=1.15 P=1.15 a S- 4- 0 19 s- 4- o TC Dead - - Low-rise and Components and Cladding AN ITW COMPANY conformance with ANSUTPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility 5 6 6- s- o zo 6- 0- 0 21 6- 8- 6- 0- 0 0 Graaf SW Pkwy. Grand Praldo, TX 75050 - solely for the: design shown. The suitability and useof this drawing for any structure is the responsibility of the Building Tributary Area = 56 sqft BC Dead 8.00 psf' O.C.Spacing- 2- 0- 0 8a- o- o z3 10- 9- o TRUSPLUS 6.0 Truss designed to support 1-0-0 top chord outlookers 9 10- 9- 0 24 12- 0- 0 ALPINE: ' TPI: ' WTCA: ' ICC: and cladding load not to exceed 10 PSF one face, and 10 11 12- 0- 0 2S 13- 4- 0 26 13- 4- 14- 8- 0 o _.. 24" span •opposite face. Top chord must not_be cut or 12 14- 8- 0 27 16- 0- 0 -- notched. 13 16- 0- 0 28 17- 4-.0 ... - - •. ' 14 15 17- 4- 0 29 20- 0- 0 20- 0- 0 --" - - - - CRITICAL MEMBER FORCES: TC COMP. DOR.)/ TEN,. DOR.) CSI t 10-0-0 i 1D -O-0 r 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 - 1-2 2-3 3-4 -96 1.2S)/ -91 1.25)/ -87 1.25)/ 24 1.60) 0.04 3(1.60) 0.04 0.02 6•QQ {•Q - 4-S S-6 -89 1.2S / -92 1.25 / 611 .60) 0.02 271.603 0.02 _._. 2.5X4 •- - 6-7 7-8 8-9 -90 1.2S)/ -88 1.21)/ -88 1.25)/ 491.60 0 02 431.60 0 02 431.60 0 0z-- - 9-10 -90l.t S)/ 49(1.60 0-02* - - - 1.5X3 10-11 11-12 -92 1.25)/ -89 1.25)/ 27(1.60 0 02 6(1.60 0.02"- -V 1,5X3 1,5X3 - t 12-13 13-14 -87 1.2S)/ -91 1.25)/ 0.02 3(1.60) 0.04 1.5X3 1.5X3 14-15 -96 1.25)/ za 1.60 0.04 5-4-1 1.5X3 '2' 1.5X3 BC COMP. OUR. / TENS. OUR. CSI e1�1.zs�� 791.603 1.5X3 1.5X3 5-9-15 SHIP 17 18 0:0i l 18-19 19-20 % 0.01 0.01 2X4 2X4 20-21/ 21-22 / 0.01 0.01 23:24 z4 -2s % /' 0.01 0.01 D-4- 1 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 0-4-1 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3�.T. TqN 28-29 % 0.02 J WB 2-17 COMP. DUR.)/ TENS. OUR. CSI -171 1.25)/ 40 1.603 0.02 D- D- 3-18 4-19 5-20 -114 1.25)/ -138 1.25)/ -148 1.25)/ 13 1.603 0.01 3 1.60 0.02 4 1.60) 0.03 ' _ 20-0-0 16 17 18 19 20 21 22 23 24 25 26 27 28 29 - No. C 72160 6-21 7-22 -145 1.2f)/ -72 1.21)/ 21 1.60) 0.04 0.03 9-23 -72 1.21 / 0.03 10-24 -141 1.21 / 21 1.60) 0.04 11-2s 12-26 -1411 1.2S)/ -138 1.2S)/ 4 1.60) 0.03 00. 02 3 1.60) 0.02 OVER CONTINUOUS SUPPORT 13-27 14-28 -114 1.2 s)/ -171 1.25)/ 13 1.60) 40 1.60) 0.02 CNIL P 7-22 9-23 -72 1.2f / -72 1.25)/ 0.03 0.03 �QF CAUF �WS•� AB connector plates are ALPINE Wave 20 ga., unless preceded by "H' for HI%h, Strength 20 a. 'S* for Super Strength 18 ga. Plates are to be positioned per Joint Detail Report. Circled plates end false frame plates 11/21/2016 are poslboned as shown above. Shift gable stud plates to avoid overlap with structural plates. 268 - Homewood Truss **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Cust: RESIDENCE (C4) **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DIR: Dri veJL0311116_L00007_]00001 Trusses re0uira extreme rare in fabricating, handling, ",ping, installing and bracing. Refer to and follow ma latest edition of SCSI (Building Component WD: Drl V2�"LQ311116_LDQQ #LC 40 VF/PLY: 141 Safety Information, by TPI eM VJiCA( for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless Dsgn r: AW = ' V n noted otherwise, top chord shell have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locationsshown TC Live 20.00 psf _ Li r L=1.=2 5 P-1.2 5 �� r� n �Uj�\\�J� B3. B7 or B10, as applicable. Appry plates to each lata of toss antl for permanent lateral restraint n webs shag have bracing finless n per SCSI otherwise. position as shown above and on the Joint Details repo4 unless rated otherwise. TC SnOW(Pf) 0.00 psf owDu $nOwDDr L=1.15 P=1.15 Alpine. a division of ITW Building Components Group Inc., shelf not be responsible for any deviation from this drawing, any failure to Wild the lass in TC Dead 14.00 psf Rep 'Mil r Bnd /'Comp / Telis AN ITW COMPANY conformance with ANSUTPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility BC Live 0.00 psf 1.00 / 1.00 / 1.00 2870 N. Graaf SW Pkwy. Grand Praldo, TX 75050 - solely for the: design shown. The suitability and useof this drawing for any structure is the responsibility of the Building BC Dead 8.00 psf' O.C.Spacing- 2- 0- 0 Designer per ANSYTPI 1 Seat TRUSPLUS 6.0 VER: T6.5.20 For moreiNormetlonaeethsjob'agenealnoes agaendthesevrebs es: Bldg Code: CRC -2013 DEFL RATIO: L/240 TC: L 24 ALPINE: ' TPI: ' WTCA: ' ICC: Job Name: MINETTI 7-0-0 1 6-10-8 Truss ID: B01 Qty: 8 BRG X -LOC REACT SIZE REQ -0 TC 2x4 DFL #1 & Btr. Designed per ANSI/TPI 1-2007 UPLIFT REACTION(S) : 1 0- 1-12 583 3.50 1.50 BC 2x4 DFL #1 & Btr. Fabrication Tolerance = 20.0% Support CBC Wind Non -Wind 2 13- 8-12 583 3.50" 1.50" WEB 2x4 DFL STANDARD - Bearings designed for an FcPerP value of the 1 -54 lb MAX DEFLECTION (s an) - L/999 MEM 8-9 LC 1 -Kcr (creep factor) - 2.00 _ .. -. lesser of the truss chord lumber value or -for - - 2 -55 ib --This is (LIVE) L. -0.05" D- -0.11 T- -0.16" Refer to Joint QC Detail Sheets for - Cq factors and Rotational Tolerances. 625 all bearings. IRC/IBC truss plate values are based on truss designed using the ASCE7-10 Wind Specification m= 3o1nt Locations ® Loaded for 10 PSF non -concurrent BCLL. testing and approval as required by IBC 1703 Bldg Enclosed Yes, 1 o- 0- 0 6 0- 0- 0 _ _ 'PLATING BASED ON GREEN LUMBER VALUES. - and ANSI/TPI and are reported in ESR -1118. Truss Location Not End Zone z a- 4- 0 7 4- 4- o 3 7- 0- 0 8 7- 0- 0 Not designed for attic storage unless Exp Category = C 4 9- 8- 0 9 9- 8- 0 no otherwise. 013 Bldg Length = 40.00 ft, Bldg Width - 30.00 ft S 13-10- 8 10 13-10- e CRITICAL MEMBER FORCES: - Mean roc height 11.92 ft, mph 110 Occupancy Category II, Dead Load 13.2 psf TC COMP. DUR.)/ TEMs. DUR. csI W:308 8 3.00 -3.00 0 Designed as Matra Wind Force Resisting System 1-2 -1606 1.25)/ 114 1.60 0.13 2-3 -12091.2f)/ 83 1.60 o.os - - Low-rise and Components and Cladding 3-4 -lzoe 1.zs;/ ea 1.60 g.os Tributary Area = 28 sgft 4-5 -1569 1.25)/ 114 1.60) 0.11 U:-55 8C COMP. DUR. / TENS. DUR. CSI - 6-7 -60 1.60 / 1431 1.25 0.23 13-10-8 1 0-1-8 7-8 -62 1.60)/ 1432(1.25) 0.21-- 8-9 -59 1.60)/, 1396((1.25) 0.22 6 7 8 9 10 9-10 -56(1.60)/ 1391 1.25) 0.22 No. C 72180 COMP.(DUR.)// TNS2 WR5) 0CSIWB 101.22- .04 2-8 -338 1.25)/ 100 1.60) 0.0f C!V{4 P q�OF ICAUF 3-8 32 1.60)/ 866 1.25) 0.3f 4-8 -302(1.25)/ 99 1.60) 0.as AB connector plates are ALPINE Wave 20 ga., unless preceded Ity 'H' for High Strength 20 ga., "S' for Super Strength 18 Plates to be Joint Detail Report. Circled false frame 4-9 / 93 1.2S 0.04 ga. are positioned per plates and plates - are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates. 11/21/2016 7-0-0 1 6-10-8 I 1... �� 2.. ,_ - c 3 4 __ - ._ .._ 5- - 6'.00` -6.0 5X6 3-10-1 - --2.5X4 2.5X4 3-10-1 5X6 SHIP 3X6 1.5X3 1- 2 1.5 3X6 �1 013 Ell OVESSI W:308 8 3.00 -3.00 0 0 W 308 'T. TqN R:583 15-8-8 I R:583 U:-54 U:-55 6-8-8 13-10-8 1 0-1-8 6 7 8 9 10 STUB No. C 72180 C!V{4 P q�OF ICAUF AB connector plates are ALPINE Wave 20 ga., unless preceded Ity 'H' for High Strength 20 ga., "S' for Super Strength 18 Plates to be Joint Detail Report. Circled false frame ga. are positioned per plates and plates - are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates. 11/21/2016 268 - Homewood Trus "WARNING!"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI Cust: RESIDENCE (G41 **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DIR: Drive J4 0311116_L00007_300001 require extreme care in fabricating, handing, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component W0: Dri ve�L0311116_L000 Safety Information, by TPI and VJrCA) for safety practices prior to performing these functions. Installers shag provide temporary bracing per BCSI. unless Dsgnr : AW #LC = 40 WT/PLY: 71 v VTrusses TY noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown TC Live 20.00 psf L1 r L=1.25 P=1.25 �� O ^ f7 lu�\vll for permanent lateral restrain[ n thehs shaD have bracing installed per BCSI iseGom 83, B7 or BIO, as applicable. Appy plates to each face of toes and poaieonasshown abweand onmeJoimDetails repon,umesanoted omerwiae. TC Snow(Pf) 0.00 psf owDu SnowDur L=1.15 P=1.15 Alpine. a drnsion of ITW Building components croup Inc.. shag hot be responsible for any deviation from this drawing, any fa9urs to build the truss in TC Dead - 14.00 psf Rep Mb r Bnd / Comp / Tens AN TTW COMPANY -1-ii-with ANSUTPI 1, or for handing, shipping, instattation & bracing of busses. A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility BC Live 0.00 psf 1.15 / 1.10 / 1.10 2920 N. Great SIN Pkwy. Grand Praids, TX 76050 solely for the design shown. The. suitability and useotthis_ drawing for any structure is the responsibility of the Building .-$C-Dead 8.00 psf O.C.Spacing -2= 0= 0 Designer per ANSVTPI 7 Sec.2 • TRUS PLUS 6.0 VER T6.5.20 Far mora information see lints job's general notes page and these web sites: ALPINE: Mwv.aloinsmw.eom:TPI:www.tainstom WTCA:www.sbdndustrv.ore:ICC: www-icmafeore Bldg Code: CRC -2013 DEFL RATIO: L/240 TC L/24 Truss ID: B02 Qty: 2 Plates outside the truss perimeter are This design based on chord bracing applied designed for the location shown only. per the following schedule: Trim to match profile if necessary. - max o.c. from to Designed per ANSI/TPI 1-2007 TC 24.00" 0- 0-0 14- 0- 0 Bearings designedfor an FcPerp value -of -the -- -UPLIFT REACTIONS) ' lesser of the truss chord lumber value or Support C&C Wind Non -Wind 625 for all bearings. 1 -75 lb IRC/IBC truss plate values are -based on 2 -75 lb testing and approval as required by IBC 1703 HORIZONTAL REACTION(S) and AN and are reported in ESR -1118. - support. 1 218 REACTION(S) --End verticals are designed for axial- Toads 'support 2 218 lb only, unless noted otherwise. Not designed for attic storage unless noted otherwise. - 3-8 -85 1.25 / 14 . Bit 0.01 4-8 -103 1.60 / 37911.601 IS 0.15 - 4-9' -S2S 1.25 / 132.60 0.08 1 2 3 4 _ 5 S-9 -116 1.60 / 749.25 0.30 a .. - .7- 51-110 -. 5-10 -5f3 1.1f / 105 0.22 3X4 2.5X4 1.5X3 2.5X4 . ISO ISO ism m 2.5X4 t 4- 2 4-11-2 SX 2.5X4 1�2 2.5X4 " 61 X4 2 4 B2 W:308 03 8 3.0 -3.00 TO W:308 R:583 6-8-8 I R:583 U:-75 6-8-8 U:-75 13-10-8 1 0-1-8 6 7 8 9 10 STUB T No. C 72160 Job Name: MINETTI BRG X -LOC REACT SIZE REQ'O TC 2x4 DFL #1 & Btr. **WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! 1 0- 1-12 583" 3.50 1.50 BC 2x4 DFL #1 & Btr. - 2 13- 8-12 583 3.50" 1.50" WEB 2x4 DFL STANDARD "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. MAX DEFLECTION (span) : _ - Fabrication Tolerance - 20.0% L/999 MEM 1-2 (LIVE) LC 2 Kcr (creep factor)- 200 - Trusses require extreme care in labricating, handing, shipping, installing and bracing. Refer wand follow Me latest edition of SCSI (Building Component L. -0.03" D= -0.05" T= -0.08" Refer to Joint QC Detail Sheets for EX.WB DEF CRITERIA:L/120 Cq factors and Rotational Tolerances. _ Safety Information, by TPI and WTCA) for safety practices prior to pedorming Nese functions. Installers shall provide temporary bracing per BCSL UNess IN MEM 10- 5; T. 0.02" Loaded.for 10 PSF non -concurrent BCLL. - ®= 3oint Locations ® Drainage shall be provided to avoid ponding. noted otherwise. top chard shall have propeM attached structural sheathing and bottom chord shall have a property attiched rigid ceiling. Locations shown 1 0- 0- 0 6 0- 0- 0 PLATING BASED ON GREEN LUMBER VALUES. _ _ --- 24- 4- 0 7 4- 4- o This truss is designed using -t the 3 7- o- 0 a 7- o- 0 - Ll r L-1. 2 5 P-1. 2 5 4 9- 8- 0 9 9- 8- 0 ASCE7-10 Wind Specification r� r5 � IU^\\Vvl ALM s 13-10- s l0 13-10- 8 Bldg Enclosed Yes, TC SnOW (Pf) 0.00 psf ow CRITICAL MEMBER FORCES: Truss Location - Not End Zone - TC COMP. OUR.)/ TENS. OUR.) CSI .Exp Category ='C opine, a division of ITW Building components Group Inc.. shall not be responsible for any deviation from We drawing, am failure to wild the tens in 1-2 -629 1.15)/ 9a 1.60) 0.17 Bldg Length 40.00 ft, BldgWidth - 30.00 ft 2-3 -961 1.25)/ 136 1.60) 0.17 Rep Mb r Bnd '/ Comp / Tens 3-4 -961 1.21 / 136 1.60) 0.16 Mean roof height - 12.01 ft, mph 110 4-S -617 1.t1;/ 97 1.60) 0.16 Occupancy Category II, Dead Load - 13.2 psf AN ITW COMPANY BC COMP. DUR. / TENS. DOR. CSI Designed as Main Wind Force Resisting System BC Live 0.00 psf 6-7 -171 1.60 / lei 1.60 O.oB - Law -rise and Components and Cladding 7-B -zzo 1.60 / 695 1.25 0.14 Tributary Area = 28 sgft solely for the design shown. The suftebllity and use of this drawing for any structure Is the responsibility of the Building - - 3-9 -zzo 1.60 / 6e1 1.ts 0.13 - _ Vertical -members exposed -to wind: - 6- L, 10-•5-- 0. C. Spaci ng 2- 0- 0 - 9-10 -175 1.60 / lax 1.60 0.07 WB COMP. DU R. / TENS. DUR.) CSI - 1-6 -512 1.25 / 101 1.60) 0.23 1-7 -117 1.60 / 757 1.253) 0.31 2-7 -523 1.2f / 132 1.60 0.08 Formorainf"n-ocinseethisjob'sgeneralnotespageandthesewebshes: - 2-B. -102 1.60 / 363 1.2S O:1S Truss ID: B02 Qty: 2 Plates outside the truss perimeter are This design based on chord bracing applied designed for the location shown only. per the following schedule: Trim to match profile if necessary. - max o.c. from to Designed per ANSI/TPI 1-2007 TC 24.00" 0- 0-0 14- 0- 0 Bearings designedfor an FcPerp value -of -the -- -UPLIFT REACTIONS) ' lesser of the truss chord lumber value or Support C&C Wind Non -Wind 625 for all bearings. 1 -75 lb IRC/IBC truss plate values are -based on 2 -75 lb testing and approval as required by IBC 1703 HORIZONTAL REACTION(S) and AN and are reported in ESR -1118. - support. 1 218 REACTION(S) --End verticals are designed for axial- Toads 'support 2 218 lb only, unless noted otherwise. Not designed for attic storage unless noted otherwise. - 3-8 -85 1.25 / 14 . Bit 0.01 4-8 -103 1.60 / 37911.601 IS 0.15 - 4-9' -S2S 1.25 / 132.60 0.08 1 2 3 4 _ 5 S-9 -116 1.60 / 749.25 0.30 a .. - .7- 51-110 -. 5-10 -5f3 1.1f / 105 0.22 3X4 2.5X4 1.5X3 2.5X4 . ISO ISO ism m 2.5X4 t 4- 2 4-11-2 SX 2.5X4 1�2 2.5X4 " 61 X4 2 4 B2 W:308 03 8 3.0 -3.00 TO W:308 R:583 6-8-8 I R:583 U:-75 6-8-8 U:-75 13-10-8 1 0-1-8 6 7 8 9 10 STUB T No. C 72160 U> CM1. P �Qfi CAU Ali connector plates are ALPINE Wave 20 ga., unless preceded by "H' for High Strength 20 ga., °S' for Super A c ' Strength 18 ga. Plates are to be positioned per Joint Detail Report. Circled plates and false frame plates I2 A 1 I �O 1 V are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates. 768 - Homewood Truss **WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Cust: RESIDENCE (U) "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DIR: Drive -M -0311116-L00007-300001 Trusses require extreme care in labricating, handing, shipping, installing and bracing. Refer wand follow Me latest edition of SCSI (Building Component W0: Dri veJ4-0311116_L000 #LC 51 lar/PLY: 10 Safety Information, by TPI and WTCA) for safety practices prior to pedorming Nese functions. Installers shall provide temporary bracing per BCSL UNess Dsgnr : AW = V V ry noted otherwise. top chard shall have propeM attached structural sheathing and bottom chord shall have a property attiched rigid ceiling. Locations shown TC Ll 20.00 psf - Ll r L-1. 2 5 P-1. 2 5 r� r5 � IU^\\Vvl ALM B3, B7 or BIO, as apPecade. ApdY plates a eacA face of suss anti for permanent lateral restraint of webs i n D have bracing installed per otherwise, position as shown above and on me Joint Details report. uNess noted otnenvrice. TC SnOW (Pf) 0.00 psf ow owDu SnOwDu r L=1.15 P=1.15 - 11 opine, a division of ITW Building components Group Inc.. shall not be responsible for any deviation from We drawing, am failure to wild the tens in TC Dead 14.00 psf Rep Mb r Bnd '/ Comp / Tens AN ITW COMPANY conformance with ANSIrTPI 1, or for handing, shipping. Installation S bracing of trusses. A seal on this drawing or coverpage listing this drawing, Indicates acceptance of professional engineering responsibility BC Live 0.00 psf 1.10 / 1.10 / 1.10 2820 N. Greif SWPlrwy. GraMPnele, TX 76050 solely for the design shown. The suftebllity and use of this drawing for any structure Is the responsibility of the Building - - BC Dead 8.00 psf 0. C. Spaci ng 2- 0- 0 - Designer per ANShTPII Sec.2 TRUSPLUS 6.0 VER: T6.5.20 Formorainf"n-ocinseethisjob'sgeneralnotespageandthesewebshes: - Bldq Code: CRC -2013 DEFL RATIO: L/240 TC: L/2 Job Name: MINETTI Qty: 1 BRC X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 & Btr. 1 0- 1-12 583 3.50" 1.50 BC 2 x 4 DFL #1 & Btr. 2 13- 8-12 583 3.S0" 1.50" WEB 2x4 DFL STANDARD MAX DEFLECTION (sPan) : - - •.Fabrication Tolerance - 20.0% L/999 MEM 1-2 (LIVE) LC 1 --Kcr (creep factor) -='2.00 - ' L= -0.03" D= -0.04" T- -0.07" Refer to Joint QC Detail Sheets for EX.WB DEF CRITERIA:L/120 " Cq factors and Rotational Tolerances. IN MEM 10- 5; T- 0.04% - conformance with ANSUTP11. or for handling, shipping, installation 8 bracing of trusses. - Loaded for -10-PSF non -concurrent BCLL. ®e 2oint 1 0- 0- 0 Locations ® 6 0- o- 0 6 8 8 Drainage shall be provided to avoid ponding. PLATING 2 4- 4- 0 3 7- 0- 0 7 4- 4- o B 7- o- o 7 8 9 10 STUB BASED ON GREEN LUMBER VALUES. This truss is designed usin the 9 4 9- 8- 0 9 9- 8- 0 - ASCE?-10 Wind Specification - 5 13-10- 8 10 13-10- 8 Bldg Enclosed - Yes, CRITICAL MEMBER FORCES: Truss Location a Not End Zone TC COMP. OUR. / TENS. DU R. CSI Exp Category C 1-2 -468 2-3 -650 1.25 / 95 1.60 1.25 / 110 1.60 0.17 0.1I Bldg Length 40.00 ft, Bldg Width - 30.00 ft 9 3-4 -650 1.25 / 110 l.so 0.1a Mean too height = 12.49 ft, mph 110 4-5 -459 1.25 / 95 1.60 0.16 Occupancy Category II, Dead Load = 13.2 psf - at IM1P. guR. / TENS. oUR. CSi Designed as Main Wind Force Resisting System 6-7 -219 1.60 / 22e 1.fio o.os - Low-rise and Components and Cladding '7-8 -243 1.60 / "0 1.z5 0.. Tributary Area - 28 sqft 8-9 -243 1.60 / 500 1.zs 0.12 Vertical members exposed to wind: 6- 1, 10- 5 9-10 -220 1.60 / 228 1.60 0.07 WB COMP.(OUR.)/ TENS. OUR.) CSI ' 1-6 -552(1.25)/ 127 1.60) 0.39 1-7 -130((((1.60 2-7 -477 / 630 1.25)) 1.25 / 153 1.60 0.26 0.12 - 2-8 -111 1.60/ 238 1.25) 0.10 -'- '- 3-8 -94 1.25?/ ' 14 1.60) 0.02 1 2 4-8 -111(1.60)/ 4-9 -481 2f2 1.25) 1,25 / 152 1.60) 0.10 0.12 S-9 -129 5-10 -SS3 1.60)/ 626 1.2f) 1.25)/ 127 1,60) 0.25 0.39 Truss ID: B03 Qty: 1 Plates outside the truss perimeter are - This design based on chord bracing applied designed for the location shown only. per the following schedule: Trim to match profile if necessary. •" max o.c. from to Designed per ANSI/TPI 1-2007 - TC' 24.00" 0- 0- 0 14- 0- 0 Y' Bean nils designed for an-FcPerp value of the UPLIFT REACTIONS) lesser of the truss chord lumber value or Support C&C Wind Non -Wind 625 for all bearings. 1 -93 lb IRC/IBC truss plate values.are based on _. -._. 2 -93 lb testing and approval as required by IBC 1703 in HORIZONTAL REACTION(S)) 1 277 lb: and AN51/TPI and are reported ESR -1118. End verticals are designed for axial loads support support 2 277 lb only, unless noted otherwise. W:308 0g Not designed for attic storage unless " noted otherwise. 6_8.8 I � R:583 3 4 5 2.5X4 1.5X3 2.5X4 T. Tgly�� No. C 72180 OFCAUV DIR: Drive M 0311116_L00007_100001 W0: Drive -+L0311116 -L000 Dsgnr: AW #LC = S1 Wf/PLY: 11 TC Live 20.00 psf LiveDur L=1.25 P=1.25 TC Snow(Pf) 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 14.00 psf Rep Mbr Bind / Comp / Tens BC Live 0.00 psf 1.10 / 1.10 / 1.10 BC Dead 8.00 psf O.C.Spacing 2- 0--0 - Bldg Code: CRC -2013 DEFL RATIO: L/240 TC: L/2 2.5Msif IWI ITIM INIPI 2.5X4 268 - Homewood. Truss ""WARNING!"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI (GA) "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses renlui.. ettreme care in febrical g, hailing, snipping, imt3l5ng and bracing. Refer to and fallow the latest edition of BCSI (Building Component Safety Information, by TPI and WfCA) for safety practices prior to performing these functions. Installers shag provide temporary bracing per BCSI. UNess ty 4-11-12 '"' 5X6 4-11-12 A�� C] 4 2.5X4 I ,-2 1 2.5X4 2 4 W:308 0g 3.0 -3.00 0 0 W:308 R:583 6_8.8 I � R:583 U:-93 conformance with ANSUTP11. or for handling, shipping, installation 8 bracing of trusses. U:-93 A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility 120 N. Great SWPkwy. Grand Prairie, TX 76060 6 8 8 13-10-80 1-8 6 7 8 9 10 STUB T. Tgly�� No. C 72180 OFCAUV DIR: Drive M 0311116_L00007_100001 W0: Drive -+L0311116 -L000 Dsgnr: AW #LC = S1 Wf/PLY: 11 TC Live 20.00 psf LiveDur L=1.25 P=1.25 TC Snow(Pf) 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 14.00 psf Rep Mbr Bind / Comp / Tens BC Live 0.00 psf 1.10 / 1.10 / 1.10 BC Dead 8.00 psf O.C.Spacing 2- 0--0 - Bldg Code: CRC -2013 DEFL RATIO: L/240 TC: L/2 All connector plates are ALPINE Wave 20 ga., unless preceded by `H' for High Strength 20 g., *S• for Super Strength 18 Be. Plates are to be positioned per Joint Detail Report. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates. 268 - Homewood. Truss ""WARNING!"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI (GA) "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses renlui.. ettreme care in febrical g, hailing, snipping, imt3l5ng and bracing. Refer to and fallow the latest edition of BCSI (Building Component Safety Information, by TPI and WfCA) for safety practices prior to performing these functions. Installers shag provide temporary bracing per BCSI. UNess ty noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached ddd ceiling. Locations shown r� rr for permanent lateral restraint of webs shag have bracing installed per BCSI sections B3. B7 or B70, as applicable. Apply plates to each face of truss and A�� C] IU\V\Illl posieon as shown ahwe and on the Joint Detaik report uNess noted otherwise. /�/ jJl Alpine, a division of ITW Building Components Group Inc., shag not be fesporsible for any deviation from this drawing, any failure to build the toss in AN fTW COMPANY conformance with ANSUTP11. or for handling, shipping, installation 8 bracing of trusses. A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility 120 N. Great SWPkwy. Grand Prairie, TX 76060 solely for the design shown. The suitability and use o1 this drawing for any structure Is theresponsibility of the Building - DeslgnerperANSI/rPI1 Sec.2 TRUSPLUS 6.0 VER T6.5.20 • For more info motion see thkjoD's general notes page and these web sites: == ALPINE: v�.eloineltw.cemcam: TPI: WTCA www-abdndusW.ora: ICC: wvra-iccasle.aro T. Tgly�� No. C 72180 OFCAUV DIR: Drive M 0311116_L00007_100001 W0: Drive -+L0311116 -L000 Dsgnr: AW #LC = S1 Wf/PLY: 11 TC Live 20.00 psf LiveDur L=1.25 P=1.25 TC Snow(Pf) 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 14.00 psf Rep Mbr Bind / Comp / Tens BC Live 0.00 psf 1.10 / 1.10 / 1.10 BC Dead 8.00 psf O.C.Spacing 2- 0--0 - Bldg Code: CRC -2013 DEFL RATIO: L/240 TC: L/2 Job Name: MINETTI �? clyn, P Truss ID: BOG All connector plates are ALPINE Wave 20 ga., unless preceded by `H' for High Sirength 20 ga., "S' for Super Strength 18 Plates are to be Joint Detail Report. Circled and false frame Qty: 2 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 & Btr. - Designed per ANSI/TPI 1-2007 UPLIFT REACTION(S) are positioned as shown above. gable stud plates to avoid overlap with structural plates. 1 0- 3- 6 237 6.75" 1.50 BC 2x4 DFL #1 & 8tr. 768 - Homewood Truss Fabrication Tolerance - 20.0% Support C&C Wind Non -Wind 2 1- 7- 6 49 3.50" 1.50" WEB - 2x4 DFL STANDARD Bearingsdesigned for an Fc Perp value of the - - 1 - -24 lb require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component 3 2--8- 0 186 3.50" 1.50" Kcr-(creep factor).- 2.00 • lesser of the truss chord lumber value or, _.., . -.2 _. -4 lb Dsgnr : AW 4 4- 0-.0 141 3.50" 1.50" Refer to Joint QC Detail Sheets for- - - 62S for all bearings. -- ' 3 -17 lb S 5- 4- 0 128 3.50"' 1.50" Cq factors and Rotational Tolerances. for permanent wri a restraint of webs shag have Gering installed per Cher sections B3, 87 or 870, as epdicahle. Appy plates to each face of true and position as anown above em on ma Joint 0elaia repoq urdeaa notal otherwise. IRC/IBC truss plate values are based on 4 -10 lb 6 6- 3- 0 122 3.50" 1. SO" 7 7- 9- 0 122. 3.50, -_-.1..501 Loaded for 10 PSF non -concurrent BCLL - '�- testing and approval as required by IBC 1703 "- '• - S -18 lb AN ITW COMPANY 8 0- 8- 0 128 3.50" 1.50" 9 10- 0- 0 141 3.50" 1.50" Mark.. -a11 interior bearing locations. -. Permanent bracing is required to BC Live 0.00 psf and.ANSI/TPI and are reported in ESR -1118. ..�. Install interior support(s) before erection. - - 6 7 -8 lb -8 lb - 10 11- 4- 0 186 3.50 1.50 prevent rotation/toppling. See Building designer shall verify gable loads 8 -18 lb 11. 12- 4-10 49 3.50 1.50" BCSI and ANSI/TPI 1. and eave loads, if applicable. 9 -10 lb 12. 13- 8-10 237 6.75" 1.50" PLATING BASED ON GREEN LUMBER VALUES. [tj gable bracing required 0 42" intervals, 10 -17 lb MAX DEFLECTION (span) . HORIZONTAL REACTION(S)) support 1 135 ib: i expposed to wind load applied to face. See IIWBCG's Gable Bracing Details. 11 12 -4 lb -24 lb L/999 MEM 1-2 (LIVE) LC 1 L- 0.00" D. 0.00" T- 0.00" support 12 -135 lb ne This truss is designed using the B - - Not designed for attic storage unless A5CE7-10 Wind Specification ®e 3oint Locations ® 1 0- o- o 2 0- 0- 0 noted otherwise. , Bldg Enclosed Yes, I - 2 2- 8- 0 13 2- 8- o Truss Location Not End Zone 3 4- o- 0 14 a- 0- 0 Exp Category C 4 5- 4- 0 15 s- 4- o Bldg Length 40.00 ft, Bldg Width - 30.00 ft 5 6- 3- 0 16 6- 3- o - -. - - • - -_. - - Mean roof height a 11.92 ft, mph - 110 - - -- - 6 7- o- o v 7- 9- o 7 7- 9- 0 18 8- 8- 0 - .. Occupancy Cate or II, Dead Load - 13.2 psf g ...,. �. ,.. 8 8- 8- 0 19 lo- o- o - - Designed as Main Wind Force Resisting System Truss designed to support 1-0-0 top chord outlookers 9 10- 0- 0 20 11- 4--0 0 a- 0 o- o - Low-rise and Components and Cladding and claddin load g not to exceed 10 PSF one face, and 11 11- n la- la- o- 0 Tributary Area 37 sgft 24" span opposite face. Top chord must not be cut or CRITICAL MEMBER FORCES: notched. TC CDMP. DUR.))/ TENS. (DUR.) CSI 1-2 -102 1.1f)/ 8(1.60) 0.04 2-3 -97 1.25))/ 0.04 s 3-4 -95 1.2f)/ 18 1.60) 0.02 4-5 -86 1.2f)/ 3S(1.60) 0.01 - - - - - 5-6 -88 1.25))/ 35 1,60 Ot01- 6-7 -88 1.25 / 3f 1.60 0.01 7-8 -86 1.25 / 35 1.60)) 0.01 8-9 -95 1.25))})/ 18 1.60) 0.02 1 7-0-0 1 7-0-0 -1 - 10-1 -1oi i is)% 8(1.60) 0.04 _ 1 2 3 4 5 6 7 8 9 10 11 BC COMP.(DUR.)/ TENS.(DUR.) CSI` 6.00 $.0 - 12-13 -78(1.25)/ 67(1.60) 0.02 ais % 0.01 _ - - 2.5X4 -' 15-16/ 0.01 1s-17 / 0:01.17-18 1.5X3 1.5X3 0.01 is- 19 o.oi T 1,5X3 : 20-21 002 1.5X3 I 1.5X3 WB COMP. DUR. / TENS. DUR. CSI 2-13 -17 2! 381.60 o.oz 3-10-1 1.5X3 1-2-8 1.5X3 3-14 -119 1:2f / 16 1.60 0.01 - 4-3-15 4-15 - 1 1.zs / 29 1.60 0.02 ' SHIP S.-511.25 / 0.01 7-17 -51 1.25 / 0.01 2X4 2X4 8-18 -111 1.2f / 29 1.60) 0.02 9-19 -119 1.25)/ 16 1.60) 0.01 T 1 T 30-20 -170 1.25)/ 38 1.60) 0.02 5-16 -51 1.15)/ 0.01 D-4-1 77777777777 .l D-4-1 7-v a 1.2S / 0.01 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 r" rq/�/�`j 1.5X3 1.5X3 1.5X3 (AL1 -T• �1 -_1 12 14-0-0 15 16 17 18 19 20 21A No. C 72160 13 14 OVER CONTINUOUS SUPPORT �? clyn, P All connector plates are ALPINE Wave 20 ga., unless preceded by `H' for High Sirength 20 ga., "S' for Super Strength 18 Plates are to be Joint Detail Report. Circled and false frame A - ga. positioned per plates plates Shift - �/ I2 IZO are positioned as shown above. gable stud plates to avoid overlap with structural plates. 1 1 768 - Homewood Truss ""WARNING!"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Cust: RESIDENCE (c4) "*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DIR: Dri ve-l-L0311116_L00007_30000l ^ require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component WO : Drive -M -0311116-L000 W Safety Information, by TPI and TCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless Dsgnr : AW #LC = 40 WT/PLY: 88 v VTrusses ry noted otherwise, top chord shall have property attached structural sheathing and bottom chard shall have a property attached rigid ceiling. Locations shown TC Live 20.00 psf L1 r L=1 S P=1. 25 for permanent wri a restraint of webs shag have Gering installed per Cher sections B3, 87 or 870, as epdicahle. Appy plates to each face of true and position as anown above em on ma Joint 0elaia repoq urdeaa notal otherwise. TC Snow(Pf) 0.00 psf owDu .2 SnowDu r L=1.15 P=1.15 Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing, any failure to build the truss in TC Dead 14.00 psf Rep Mb r Bnd / Comp / Tens AN ITW COMPANY conformance with ANSVTPI 1, or for handling, shipping, instalation & bracing o1 trusses. A seat on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility BC Live 0.00 psf 1.00 / 1.00 / 1.00 2820 N. Great SW Parry. Grand Prahie, TX 75050 solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building BC Dead 8.00 psf 0. C .Spacing 2- 0- 0 DeslgnerperANSI/rPI T Sec.2 TRUSPLUS 6.0 VER' T6.5.20 ' For more information see misjob'a general notes page and these websites: ALPINE: www.eldneitw.com TPCwww toinstorp'WECA:wvAv.abandushv.arowICC: www.ienafe.ora Bldg Code: CRC -2013 DEFL RATIO: L/240 TC L/24 Job Name: MINETTI BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 & Btr. 1 0- 1-12 1020 3.50 1.50" BC 2x4 DFL #1 & Btr. 2 22- 1-12 936 3.50" 1.50" WEB 2x4 DFL STANDARD MAX DEFLECTION (span) Kcr (creep factor) - 2.00 L/999 MEM 1-2 (LIVE) LC 1 Refer to Joint QC Detail Sheets for L- -0.15" D- -0.31' T- -0.46" Cq factors .and Rotational Tolerances. e=== 3oint Locations o - Loaded for 10 PSF non -concurrent BCLL. 1 0- 0- 0 6 0- o- o PLATING BASED ON GREEN LUMBER VALUES. 2 7- o- 0 7 7- o- o Not designed for attic storage unless 3 u- 1-12 6 I- 1-12 noted otherwise. 4 15- 3- 8 9 15- 3- 8 - S 22- 3- 8 10 22- 3- 8 CRITICAL MEMBER FORCES: TC COMP. DUR.)/ TENS. WR.) CSI 1-2 -2822 1.25 / 73 1.60 0.50 2-3 -2033 1.603 0.21 3-4 -2033 1.25)/ 61 1.60)) 0.21 4-5 -2822 1.25)/ 83 1.60 0.50 BC COMP. DUR. / TENS. OUR.) CSI 6-7 -5 1.60 / 2527 1.25) 0.41 - 7-8 -5 1.60 / 2516 1.25) 0.33 8-9 -10 1.60 / 2516 1.25) 0.33 _ 9-10 -30 1.60)/ 2S27(1.25) 0.41 __ WB COMP.(DUR.)/ TENS:It DUR. CSI 2-7 / 2041.25)) 0.08 2-8- -692(1.25)/ 961.60) 0.22 3-8 / 15321.2f) 0.62 4-8 -692(1.25)/ 114.60) 0.22 4-9 / 204 1.2S 0.08 - Truss ID: C01 Designed per ANSI/TPI 1-2007 Fabrication Tolerance - 20.0% Bearings designed for anFcPerp value of the less erof-the truss chord lumber value or 625 for all bearings. IRC/IBC truss plate values are based on testingy and approval as -required by IBC 1703 ' - and AN and are repo rted -inESR-1118.- 11-1-12 �. 11-1-12 _ 1 . 2 3 4.. 5 6.00 o 7 UPLIFT REACTION(S) : Support C&C Wind Non -Wind 1 -78 lb 2 -45 lb This truss is designed using the ASCE7-10 Wind Specification - Bldg Enclosed - Yes, Truss Location - Not End Zone - Exp Category C Bldg Length 40.00 ft, Bldg Width - 30.00 ft Mean roof height - 12.95 ft, mph 110 Occupancy Category II, Dead load 13.2 psf Designed as Main Wind Force Resisting System - Low-rise and Components and Cladding Tributary Area - 4S sgft 5x6 2.5X4 2.5X4 6-4-13 6X6 SHIP 3X8 1.5X3 2-8-9 1.5 3X8 = 1 = 0-4-181 a21 W:308 W:308 R:1020 3.0 -3.00 R:936 V-78 018 0 8 U:-45 70-10-4f P-1 10-10-4 22-3-8 r 6 7 8 9 10 1 T. No. C 72160 * - u} CIV11- P ��pF I�UFd� AB connector plates are ALPINE Wave 20 ga., unless preceded by "H* for HI'gh Strength 20 ga..'S' for Super Strength 18 Be. Plates are to be positioned per Joint Detail Report. Circled plates and false frame plates 11/21/2016 are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates. 268 - Homewood Trus "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Cust: RESIDENCE (C41 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DIR: Dri ve .M 0311116_L00007_I00001 Trusses require ev[reme care in fabricating, handling, shipping, iretefing and bracing. Refer to and follow the latest edition of BCSI (Building Cpmponem W0: Dri ve-)L0311116_L000 Safety Information, by TPI and VJfCA) for safety practices prior to performing these functions. Installers shag provide temporary bracing per SCSI. undoes Dsgn r : AW #LC = 40 WT/PLY: 114 rN noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. L.ocetions shown TC Live 20.00 psf Li r L=1.25 P=1.25 rI /�/ II�IILII�)!I r�� r� rI I�\II,IIr�`� I� permanent lateral restraint n webs int D have bracing Installed per Cherise.sections 03, 87 or 810, as applicable. Apply plates to each lace of buss and Sidon az shown above and on me Joint Details report umese noted otherwise. TC SnOW(Pf) 0.00 psf owDU $nOWDUr L=1.15 P=1.15 JI III u J Alpine, a division of ITW Building Components Group Inc.. shall not be responsible for any deviation from this drawing, any failure to build the truss in TC Dead 14.00 psf Rep Mbr Brill / Comp / Tens AN /TIN COMPANY co^lormance Win ANSIrTPI 1, or for hanming, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility BC Live 0.00 psf 1.15 / 1.10 / 1.10 2820 N. Great SW Pkwy. Grand Praide, TX 75050 solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building - -• - 8:00 psf 0. C. SpaCi ng 2- 0- 0 Designer per ANSI/TP/ 1 Sec.2 1,BCDead TRUSPLUS 6.0 VER: T6.5.20 For more information am this job's general notes page and these web sites: ALPINE: www.elDineitw.wm: TPC www.toinm.aro: WTOA wuw.sbcincinti-ra, ICC: www.iccarfe.om ld Coder CRC -2013 9 DEFL RATIO: L/240 TC: L/2401 Job Name: MINETTI -115 1.25)/ Truss ID: COG s-6- -123 1.25 / 41 1.60 0.02 Qty: 1 BRG X -LOC REACT SIZE REQ -0 TC 2x4 DFL #1 & Btr- Designed per AN5I/TPI 1-2007 UPLIFT REACTIONS) : 17 1.60) 0.02 69 1.niU U.UI 1 0- 5- 3 339 10.43" 1.50" BC 2x4 DFL #1 & Btr. Fabrication Tolerance - 20.0% Support C&C Wind 6 1.60) 0.02 0.10 Non -Wind 2 2- 5- 3 65 3.50" 1.50 WEB 2x4 DFL STANDARD _ - Bearings designed for an Fc Perp value of the 1 -27 lb 6 1.25 0.01 3 4- 0- 0 272 -3.50" 1.50" Kcr (creepp factor) m 2.00- lesser of the truss chord lumber value or 2 -1 lb 23-24 4 5- 4- 0 113 3.50" 1.50" Refer to ]oint QC Detail Sheets for 625 for all bearings. 3 -11 lb -6 1.25 / S 6- 8- 0 170 3.50" 1.50 Cq factors and Rotational Tolerances. IRC/IBC truss plate values are based on 4 -4 lb 3-18 6 8- 0- 0 9- 4- 0 179 164 3.50" 3.SO" 1.50" 1.S0 Loaded for 10 PSF non -concurrent BCLL. testingg and approval as required by IBC 1703 5 -7 lb -68 1.25)/ - .7 . 8 10- 4-12 150 3.50" 1.50 Mark all interior bearing locations.- .- - and AN and are reported in ESR -1118. - 6 -7 lb. 1 1.60 0.01 9 11- 1-12 24 3.50" 1.50" Permanent bracing is required to Install interior support(s) before erection. - designer loads 7 8 -10 lb lb 10 11-10-12 150 3-.50" 1.50" pprevent rotation/toppling. See Building shall verify gable -5 11 12-11- 8 164 3.50" 1.50" BCSI and ANSI/TPI 1. and eave loads, if applicable. 10 -5 lb 12 14- 3- B 179 3.50" 1.50" Shim bearings (if needed) for req. support. PLATING BASED ON GREEN LUMBER VALUES. [+I gable bracing required 0 42" intervals, - i load face. 11 12 -9 -7 lb lb 13 15- 8 111 3.50" 1.50" expposed to wind applied to 1- 14 16-11- 8 111 3.50" 1. SO" HORIZONTAL REACTION(S) See ]:1WBCG's Gable Bracing Details. 13 -7 lb 15 18- 3- 8 274 3.50" 1.50" support 1 157 lb This truss is designed using the 14 -4 lb 16 19-10- 5 65 3.50" 1.50" support 16 157 lb pp ASCE?-10 Wind Specification 15 -20 lb 17 21-10- 5 256 10.43" 1.50" support 17 -225 lb Bldg Enclosed = Yes, 16 -1 lb MAX DEFLECTION (span) : Not designed for attic storage unless Truss Location Not End Zone 17 -10 lb L/999 MEM 14-15 (LIVE) LC 41 noted otherwise. Exp Category = C L- -0.01" Dm -0.01' T= _0.02" Bldg Length m 40.00 ft, Bldg Width - 30.00 ft Q= 3oint Locations ® Mean roof height = 12.95 ft, mph m 110 1 0- o- 0 16 0- o- 0 Occupancy Category II, Dead Load - 13.2 psf 2 • 4- o- 0 17 4. 0- o Designed as Main Wind Force Resisting System 3 s- 4- 0 16 S- 4- o .:_ _ - Low-rise and Components and Cladding 4 6- 8- 0 19 6- e- 0 Tributary Area 63 sgft s 8- 0- 0 20 6 9- 4- e- 0- 0 Truss designed 9 to su ort 1-0-0 to chord outlookers pP p 0 21 7 10- 4-12 22 9- 4- 0 10- 4-12 ---- - and cladding load not to exceed 10 PSF one face, and 8 11- 1-12 21 11- 1-12 24" span opposite face. Top chord must not be cut or 9 11-10-12 24 10 12-11- 8 2S 11-10-12 12-11- 8 notched. 11 14- 3- 8 26 14- 3- 8 12 15- 7- 8 27 15- 7- 8 13 16-11- 8 28 14 18- 3- 8 29 16 -11- 18- 3- 8 8 r 11_1_12 11_1_12 r8 CR1fICAL3MF8 3FORCE5:3- 8 1 2 3 4 5 6 7 9 10 11 12 13 14 15' - '- •'"" ` �'-"� "- .� -�' 3-4 4-51.25))))/ -115 1.25)/ 2 1,60) 0.02 21 1.60)))) 0.02 s-6- -123 1.25 / 41 1.60 0.02 6-1 -116 1.25 / 62 1.60 0.02 7-8 -112 1.2S / S6 1.60 0.02 8-9 9-lU -112 1.25)/ -118 1.2f)/ 17 1.60) 0.02 69 1.niU U.UI 10-11 -123 1.2f)/ 47 1.60) 0.02 11-12 -119 1.2S / 27 1.60) 0.02 12-13 13-14 -I1S 1.2S)/ -13S 1.2S / 6 1.60) 0.02 0.10 14-15 -143 1.25)/ 13(1.60) 0.09 BC COMP. DUR. / -S. OUR. CSI Iii -87 1.25 / 68 1.60 0.04 17-18 -6 1.25 / 6 1.25 0.01 18-19 1910 -6 1.25 / -6 1.25 / 6 1.25 0.01 6 1.25 0.01 20-21 -6 1.25 / 6 1.25 0.01 21-22 22-23 -S 1.2S / -4 1.25 / S(1.2s) 0.01 2 1.25 0.00 23-24 -4 1.IS / 2 1.25 0.00 24-2s s l.zs / s I.2S 0.01 25-26 26-27 -6 1.25 / -6 1.25 / 6 1.25 0.01 6 1.25) 0.01 27-28 -6 1.25 / 6 1.25))) 0.01 28-29 29-30 -6 1.25 / -154 1.25 / 6 1.25 0.01 71 1.25 0.06 xB COMP. DOR. / TENS.(WR.) CSI 2-17 -256 I.IS / 48(1.60) O.oi 3-18 -91 1.2f / 0.01 4-19 5-20 -149 1.2f / -158 1.2f)/ 0.02 3 1.60) 0.02 6-21 7-22 -144 1.25)/ -68 1.25)/ 22 1.60) 0.02 0.01 9-24 -68 1.25)/ 0.01 10-2S -144 1.25)/ 21 1.60) 0.02 11-26 12-27 -158 1.21)/ -149 1.253/ 3(1.60) 0.02 0 1.60 0.02 13-28 -88 1.25 / 1 1.60 0.01 14-29 -263 1.25)/ SO 1.60 0.03 7-22 -68 1.253/ 0.01 6.00 �.,,• 2.5X4 1.5X3 3.0q -3� 00 O�8 10-10-4 0-�8 10-10-4 22-3-8 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 r t ___ 6-4-13 SHIP 0_4-1 No. C 72160 /R \�OF 9-24 -66 1.2 S / o.oi AD connector plates are ALPINE Wave 20 ga., unless preceded by "H' for High Strength 20 a., "S' for Super Strength 18 ga. Plates are to be positioned per Joint Detail Report. Circled plates a false game plates OVER CONTINUOUS SUPPORT 11/21/2016 are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates. 268 - Homewood Truss ""WARNING!"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Cust: RESIDENCE (c4) "*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DIR: Dri VeK0311116_L00007_300001 ^ Trusses require mttreme care in fabricating, handing, shipping, installing and bracing. Refer to and follow the latest eimon of SCSI (Builcing Component W0: Dri ve_•L0311116_L000 Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Intaflers shall provide temporary bracing par BCSI. Unless Dsgnr: AW #LC = 42 WT/PLY: 12 v V ]y noted amer fte, top chord shall have property launched strucuin it sheathing and bottom chord shall have a properly attached dgid ceiling. Location *hewn TC Live 20.00 psf Li - r L=1.=2 5 P-1.2 5 �� r� n d �LU�J �U�\\J� for permanent lateral above and n webs shall have bracing installedssper BCSI sections 83.87 or 810, as applicable. Apply Plates W each face of trips and posidon as shown above aM on Na Joint Details report unless rotatl otherwise. TC SfIOW (Pf) 0.00 psf owDu SISOWDU r L=1.15 P=1.15 Alpine. a division of ITW Building Components Group Inc.. shall not be responsible for any deviation from this drawing, any failure to build the truss in TC Dead 14.00 psf Rep Mb r Brill / Comp / Tens AN ITW COMPANY conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility BC Live 0.00 p5f 1.00 / 1.00 / 1.00 2820 N. Great SW Pkwy. Grand Prairie, TX 76050 solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building BC Dead 8.00 psf O. C. Spaci ng 2- 0- 0 Deslgnerper ANSYTP11 Sec.2 TRUSPLUS 6.0 VER- T6.5.20 For more inrormationsea this job's general notes page and these well sites: Bldg Code: CRC -2013 AIPINE: momLfDoineitw_eom: TPI: ' WTCA ' ICC: www.iersafe or, 9 DEFL BUILDING ENERGY ANALYSIS REPORT Job Number: 120616-Minetti (LH) Pln Ck Rev #2 Date: 5/22/2017 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. Energ Pro 6. by Energ Soft User Number: 5733 ID: 120616-Minetti (LH) F 'ti PROJECT: S Minetti Residence 3769 Royal Mountain Rd Butte Valley, CA 95965 Project Designer: BUTTE COUNTY LH Designs BUILDING DIVISION 1459 E. Lassen Ave. #140 APPROVED Chico, CA 95973 , (530) 891-1889 Report Prepared by: Max Ramirez 22189 Samson Ave. .Corning, CA 96021 (530) 321-7242 Job Number: 120616-Minetti (LH) Pln Ck Rev #2 Date: 5/22/2017 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. Energ Pro 6. by Energ Soft User Number: 5733 ID: 120616-Minetti (LH) F 'ti I TABLE OF CONTENTS I Cover Page Table of Contents Form CF -1 R -PRF -01-E Certificate of Compliance Form RMS -1 Residential Measures Summary Form MF -1 R Mandatory Measures Summary EnergyPro 6. by EnergySoft Job Number: ID: 120616-Minetti (LH) Pin Ck Rev #2 User Number: 5733 1 2 3 11 13 I. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 14:34, Mon, May 22, 2017 Calculation Description: Title 24 Analysis Input File Name: 120616-Minetti (LH)--Pln Ck Rev#2.ribdx CF1 R -PRF -01 Page 1 of 8 GENERAL INFORMATION 01 Building Complies with Compute"Performance 01 Project Name Residential Building 04 05 02 Calculation Description Title 24 Analysis 08 Energy Use (kTDV/ft2-yr) 03 Project Location 3769 Royal Mountain Rd Compliance Margin Percent Improvement 04 City Butte Valley 05 Standards Version Compliance 2015 06 Zip Code 95965 07 Compliance Manager Version BEMCmpMgr 2013-4b (433) 08 Climate Zone CZ11 09 Software Version EnergyPro 6.8 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 90 12 Project Scope Addition and/or Alteration 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 2730 15 Number of Zones 3 16 Slab Area (ft2) 1622 17 Number of Stories 2 18 Addition Cond. Floor Area 350 19 Natural Gas Available No 20 Addition Slab Areat(ft2) 350 21 Glazing Percentage (%) 18.1% COMPLIANCE RESULTS 01 Building Complies with Compute"Performance 02 This building DOES NOT,require HERS Verification " gg 04 05 This compliance'analysis is valld�only for permit applications through,December'31; 2016 Registration Number: 216-AO45083OC-000000000-0000 Registration Date/Time: 2017-05-22 15:03:37 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01202016-433 Report Generated at: 2017-05-22 14:35:42 ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 24.62 21.54 3.08 12.5% Space Cooling 58.63 60.14 -1.51 -2.6% IAQ Ventilation 0.00 0.00 0.00 0.0% Water Heating 15.48 15.48 0.00 0.0% Photovoltaic Offset ---- 0.00 0.00 ---- Compliance Energy Total 98.73 97.16 1.57 1.6% Registration Number: 216-AO45083OC-000000000-0000 Registration Date/Time: 2017-05-22 15:03:37 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01202016-433 Report Generated at: 2017-05-22 14:35:42 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 14:34, Mon, May 22, 2017 Calculation Description: Title 24 Analysis Input File Name: 120616-Minetti (LH)--Pln Ck Rev#2.ribdx REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. NO SPECIAL FEATURES REQUIRED CF1 R -PRF -01 Page 2of8 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: • --None -- Cooling System Verifications: • --None -- HVAC Distribution System Verifications: • --None -- 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 b` -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. . 04 Reference Ener `Use Ener Design Rating % fie "�a=. � 9Y 9 9 Margin 9 Percent Improvement P Total Energy (kTDV/f2-yr)* I -,I 149.03 4.76 3.1% tl ' 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 2730 1 4 3 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 Zone 1 -1st Floor Existing Conditioned HVAC System 1st Floors 1272 8 DHW Sys 1 Zone 2 -1st Floor -N Conditioned HVAC System 1st Floorl 350 8 Zone 3 -2nd Floor Conditioned HVAC System -2nd Floor2 1108 9 Registration Number: 216-AO45083OC-000000000-0000 Registration Date/Time: 2017-05-22 15:03:37 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01202016-433 Report Generated at: 2017-05-22 14:35:42 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 14:34, Mon, May 22, 2017 Calculation Description: Title 24 Analysis Input File Name: 120616-Minetti (LH)--Pln Ck Rev#2.ribdx CF1 R -PRF -01 Page 3 of 8 OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft2) Tilt (deg) Status Verified Existing Condition Front Wall -E Zone 1 -1st Floor Existing Wall R-11 1978-1991 90 Front 188 32 90 Existing No Left Wall Zone 1 -1st Floor Existing Wall R-11 1978-1991 180 Left 192 0 90 Existing No Rear Wall Zone 1 -1st Floor Existing Wall R-11 1978-1991 270 Back 288 62.3 90 Existing No Right Wall Zone 1 -1st Floor Existing Wall R-11 1978-1991 0 Right 136 0 90 Existing No Front Wall -Alt Zone 1 -1st Floor Existing R-15 Wall 90 Front 73.6 33.3 90 Altered N/A Rear Wall -Alt Zone 1-1 st Floor Existing R-15 Wall 270 Back 80 0 90 Altered N/A Right Wall -Alt Zone 1-1 st Floor Existing R-15 Wall 0 Right 60 6 90 Altered N/A Front Wall Zone 2-1st�Flbor -N R-15 Wall 90 Front 178.3 84 90 New N/A Left Wall 2 Zone 2-1 st Floor -N R-15 Wall 180 Left 120 75.8 90 New N/A Right Wall 2 RZ-- Zone 2-1sYFloor-N _-,,.,' R-15 Wall 0 Right 60 0 90 New N/A Roof -Truss Zone 2-1 st Floor -N "'w` "= ---R-38 Roof Attic 350 New N/A Front Wall 2 Zone 3 -2nd Floor,-, ,. R.15 Wall e � 90 � Front � .,- fi440 � r, 84 90 Altered N/A Left Wall 3 Zone 3 2rSd F�loor*V 15 10 k ?a a.i 6. _8ON Left iF.A au , 192 Rr _ 40.7 — 90 Altered N/A Rear Wall 2 Zone.;3=2nd Fl.oorN4 yR 5.. Wall ' 2 7+0 � A B'-ackf/ i1' i-! 440 "bll @bi 42 90 Altered: N/A Right Wall 3 Zone 3 -2nd Floor R-15 Wall 0M, %'.O* Right I L.,O i92 66.6 90 Altered N/A Roof Zone 3 -2nd Floor R-38 Roof Attic 1090 Altered N/A OPAQUE SURFACES — Cathedral Ceilings 01 02 03 04 05 06 07 08 09 10 11 12 13 Roof Framin Verified Orientatio Area Skylight Roof Rise Roof Roof Reflectan Roof g Existing Name Zone Type n (ft2) Area (ft2) (x in 12) Pitch Tilt(deg) ce Emittance Factor Status Condifion Roof -Alt Zone st Floor R 19 Roof Right 71.4 0 3 0.25 14.04 0.1 0.85 0.1 Altered N/A Existing Cathedral 1 Registration Number: 216-AO45083OC-000000000-0000 Registration Date/Time: 2017-05-22 15:03:37 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01202016-433 Report Generated at: 2017 -OS -22 14:35:42 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 14:34, Mon, May 22, 2017 Calculation Description: Title 24 Analysis Input File Name: 120616-Minetti (LH)--Pln Ck Rev#2.ribdx CF1 R -PRF -01 Page 4of8 ATTIC 01 02 03 04 05 06 07 08 09 10 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Status Verified Existing Condition Attic Zone 2-1 st Floor -N Attic RoofZone 2-1 st Floor -N Ventilated 6 0.1 0.85 No No New No Attic Zone 3 -2nd Floor Attic RoofZone 3 -2nd Floor Ventilated 6 0.1 0.85 No No Altered No ::d WINDOWS 01 02 03 04 05 06 07 08 09 10 11 Name Surface (Orientation -Azimuth) Width(ft) Height (ft) Multiplier Area (ft2) U -factor SHGC Exterior Shading Status Verified Existing Condition Window Front Wall -E (Front -90) ---- ---- 1 32.0 0.55 0.67 Insect Screen (default) Existing No Window 2 Rear Wall (Back -270) ---- ---- 1 62.3 0.55 0.67 Insect Screen (default) Existing No Window Alt Right1WaII Alt (Right -0) ---- ---- 1 6.0 0.30 0.23 Insect Screen (default) New N/A Window Trans v Front Wall (Front=90)"-` 1 24.0 0.34 0.34 Insect Screen (default) New N/A Window 3 Front Wall (Fr�ont;90) j or'Window '4%0 10.34 0.34 Insect Screen (default) New N/A 4 Left Wall,,2T(L'eft-180) -- 1 75 8 0.34 � 4_* Insect Screen (default) New N/A Window 5 Front Wall 2 (F ont 90) AVX �'� - " '1 'r, 0.30 0 23 t) Insect Screen (default) New N/A Window 6 3.`IEeft Wall 3 (Leff180)1; t 11a 0 40�T 0:30 1-I� a Ot23 Insect Screen (default) New N/A Window 7 Rear Wall 2 (Back -270) --- ---- 1 42.0 0.30 0.23 Insect Screen (default) New N/A Window 8 Right Wall 3 (Right -0) 1 66.6 0.30 0.23 Insect Screen (default) New N/A DOORS 01 02 03 04 05 06 Name Side of Building Area (ft2) U -factor Status Verified Existing Condition Door Front Wall -Alt 33.3 0.50 New No Registration Number: 216-AO45083OC-000000000-0000 Registration Date/Time: 2017-05-22 15:03:37 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF113-01202016-433 Report Generated at: 2017-05-22 14:35:42 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 14:34, Mon, May 22, 2017 Calculation Description: Title 24 Analysis Input File Name: 120616-Minetti (LH)--Pln Ck Rev#2.ribdx CF1 R -PRF -01 Page 5 of 8 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 09 Name Zone Total Cavity Winter Design Edge Insul. R -value Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers 82.3 None 0.8 No Existing No • Inside Finish: Gypsum Board Zone 2-1 st Floor -N 350 44.8 None 0.8 No • Cavity/Frame: R-11 /2x4 Wall R-11 1978-1991 Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 11 0.110 Exterior Finish: 3 Coat Stucco • Inside Finish: Gypsum Board • Cavity / Frame: R-15 / 2x4 R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 15 0.095 Exterior Finish: 3 Coat Stucco • Inside Finish: Gypsum Board • Cavity / Frame: R-19 / 2x8 • Roof Deck: Wood Siding/sheathing/decking R-19 Roof Cathedral Cathedral Ceilings Wood Framed Ceiling 2x8 @ 16 in. O.C. R 19 0.054 Roofing: Light Roof (Asphalt Shingle) t Cavity/ Frame: no insul. /2x4 Top Chrd 1 '` 2x4 Top Chord of Roof Truss @ 24 Roof Deck: Wood Siding/sheathing/decking Attic RoofZone 2-1 st Floor -N Attic Roofs r t Wood Framed Ceiling in. O.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) - Inside Finish: Gypsum Board Ceilings (below - Cavity/ Frame: R-9.1 /2x4 R-38 Roof Attic attic) ,Wood Framed --.Ceiling 2x4 R 24 in' O C. �11 R 38 0.025 Over Ceiling Joists: R-28.9 insul. ✓ � � � �,� � ,� `" 2z4 "to Chord of Roof Truss, 24 .,,,, , , �'" � Cavity /Frame: no insul. /2x4 Top Chrd Roof Deck: Wood Sidin /sheathin /deckin g Attic RoofZone 3 -2nd Floor , Attic Roofs "N' d Fram " Ceilli�'ng in:-O.C' t none 44 Roofing: Light Roof (Asphalt Shingle) r to* K V I Floor Surface: Carpeted • Floor Deck: Wood Siding/sheathing/decking • Cavity/Frame: no insul. /2x12 R-0 Floor No Crawlspace Interior Floors I Wood Framed Floor 2x12 @ 16 in. O.C. none 0.196 Ceiling Below Finish: Gypsum Board SLAB FLOORS 01 02 03 04 05 06 07 08 09 Name Zone Area (ft2) Perimeter (ft) Edge Insul. R -value Carpeted Fraction Heated Status Verified Existing Condition Slab -E Zone 1 -1st Floor Existing 1272 82.3 None 0.8 No Existing No Slab Zone 2-1 st Floor -N 350 44.8 None 0.8 No New 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 --- Registration Number: 216-AO45083OC-000000000-0000 Registration Date/Time: 2017-05-22 15:03:37 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01202016-433 Report Generated at: 2017-05-22 14:35:42 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 14:34, Mon, May 22, 2017 Calculation Description: Title 24 Analysis Input File Name: 120616-Minetti (LH)--Pln Ck Rev#2.ribdx CF1 R -PRF -01 Page 6 of 8 WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction M Status Verified Existing Condition DHW Sys 1 DHW Standard DHW Heater 1 1 Annual Existing No 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 Electric Resistance Small Storage 50 0.93 EF 4500 -watts 0 0 WATER HEATING - HERS VERIFICATION 01 } 02 _ 03 04 05 06 07 08 09 Heating System Recirculation with Recirculation with Name �, .,Pipe Insulation,- °° r Parallllel-P.,iping tCompacPistribution Point -of Use Manual Control Sensor Control DHW Sys 1 Distribution f n/a " �n/a� 11, M1. n/a n/a n/a System Type Name Ducted Name Ducted System System Served Status SPACE CONDITIONING SYSTEMS i r i t'l 01 02 {03 04 ' .' — - 05' —66 07 08 09 Heating System Cooling System Distribution Fan Floor Area Verified Existing Name System Type Name Ducted Name Ducted System System Served Status Condition HVAC System 1st Heat Pump Heating Heat Pump No Heat Pump No none - 1622 Altered No Floorl and Cooling System System 1 System 1 HVAC System -2nd Heat Pump Heating Heat Pump No Heat Pump No none - 1108 Altered No Floor2 and Cooling System System 2 System 2 Registration Number: 216-AO45083OC-000000000-0000 Registration Date/Time: 2017-05-22 15:03:37 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01202016-433 Report Generated at: 2017-05-22 14:35:42 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 14:34, Mon, May 22, 2017 Calculation Description: Title 24 Analysis Input File Name: 120616-Minetti (LH)--Pln Ck Rev#2.ribdx CF1 R -PRF -01 Page 7 of 8 HVAC - HEATING SYSTEMS: Heat Pumps 01 02 03 04 05 06 07 Name Type HSPF/COP Heating Cap 47 Cap 17 Cooling SEER EER Heat Pump System 1 DuctlessHeatPump 11.3 36000 36000 15.8 11.3 Heat Pump System 2 DuctlessHeatPump 11.3 36000 36000 15.8 11.3 IAQ (Indoor Air Quality) FANS 01 02 03 04 05 Name IAQ CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 0 Default 0 Not Required Ca CERTbs, HERS PR%D Registration Number: 216-AO45083OC-000000000-0000 Registration Date/Time: 2017-05-22 15:03:37 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01202016-433 Report Generated at: 2017-05-22 14:35:42 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 14:34, Mon, May 22, 2017 Calculation Description: Title 24 Analysis Input File Name: 120616-Minetti (LH)--Pln Ck Rev#2.ribdx CF1 R -PRF -01 Page 8 of 8 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Max Ramirez `Wax `Ramir`-- Company: Signature Date: Golden Sun Designs 2017-05-22 15:03:37 Address: CEA/HERS Certification Identification (If applicable): 22189 Samson Ave N/A City/State/Zip: Phone: Corning, CA 96021 530-321-7242 RESPONSIBLE PERSON'S DECLARATION STATEMENT A 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. 1 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 specificationssub,6 ted-6,th�e enforcemenit,.ag y for. approval -with this building permit application. Responsible Designer Name: d' A�1— L L ( 'Responsible Designer Signature. . � �lr�-r LJla»tlrez Max Ramirez Company: ,'` - .. Golden Sun Designs Date Sid 215:03:37 2K7 -U2 Address: License: 22189 Samson Ave N/A City/State/Zip: Phone: Corning, CA 96021 530-321-7242 Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document, and in noway implies Registration Provider responsibility for the accuracy of the information. Registration Number: 216-AO45083OC-000000000-0000 Registration Date/Time: 2017-05-22 15:03:37 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01202016-433 0�� Of=d Easy to Verify at CaICERTS.com HERS Provider: CaICERTS inc. Report Generated at: 2017-05-22 14:35:42 RESIDENTIAL MEASURES SUMMARY RMS -1 Project Name Minetti Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 5/22/2017 Project Address 3769 Royal Mountain Rd Butte Valley California Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area 2,730 Addition 350 # of Units 1 INSULATION Construction Type Area Cavity (ft) Special Features Status Wall Wood Framed R11 739 Existing Slab Unheated Slab -on -Grade - no insulation 1,272 Perim = 82' Existing Wall Wood Framed R 15 1,205 Altered Door Opaque Door no insulation. 33 New Roof Wood Framed Rafter R 19 71 Altered Wall Wood Framed R 15 220 New Roof Wood Framed Attic R38 350 New Slab Unheated Slab -on -Grade no insulation 350 Perim = 45' New FENESTRATION I Total Area: 493 Glazing Percentage: 18.1 % Orientation Area(ft) U -Fac SHGC Overhang Sidefins New/Altered Average U -Factor: Exterior Shades 0.32 Status Front (E) 32.0 0.550 0.67 none none Bug Screen Existing Rear (W) 62.3 0.550 0.67 none none Bug Screen Existing Right (N) 72.6 0.300 0.23 none none Bug Screen New Front (E) 84.0 0.340 0.34 none none Bug Screen New Left (S) 75.8 0.340 0.34 none none Bug Screen New Front (E) 84.0 0.300 0.23 none none Bug Screen New Left (S) 40.7 0.300 0.23 none none Bug Screen New Rear (W) 42.0 0.300 0.23 none none Bug Screen New I HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Split Heat Pump 11.30 HSPF Split Heat Pump 15.8 SEER Setback Altered 1 Split Heat Pump 11.30 HSPF Split Heat Pump 15.8 SEER Setback Altered HVAC DISTRIBUTION Location Heating Cooling Duct Location Duct R -Value Status HVAC System 1st Floor Ductless / with Fan Ductless n/a n/a Altered HVAC System -2nd Floor Ductless / with Fan Ductless n/a n/a Altered WATER HEATING Qty. Type Gallons Min. Eff Distribution Status Ener Pro 6. by Ener Soft User Number: 5733 ID: 120616-Minetti LH F Pae 11 of 16 RESIDENTIAL MEASURES SUMMARY RMS -1 Project Name Minetti Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 5/22/2017 Project Address 3769 Royal Mountain Rd Butte Valley California Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area 2,730 Addition 350 # of Units 1 INSULATION Construction Type Area Cavity (ft) Special Features Status Roof Wood Framed Attic R38 1,090 Altered Demising Wood Framed w/o Crawl Space - no insulation 787 Existing Demising Wood Framed w/o Crawl Space - no insulation 321 Altered FENESTRATION Total Area: 493 Glazin Percenta e: 18.1 % New/Altered Average U -Factor: 0.32 Orientation Area(ft2) U -Fac SHGC Overhang Sidefins Exterior Shades Status HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status WATER HEATING Qty. Type Gallons Min. Eff Distribution Status Ener Pro 6. by Ener Soft User Number: 5733 ID: 120616-Minetti LH F Pae 12 of 16 2013 Low -Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Standarcls must comply ua;ith all applicable mandatory measures listed, regardless of the compliance approach used. Exceptions stay apply. Review the respective code section for more information. Building Envelope Measures: §I 10.6(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. § 110.6(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. § 110.8(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 CF1R. § 110.86): 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. § 150.0(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). §I50.0(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 § I50.0(g)1: walls, vented attics and unvented attics with air -permeable insulation. § 150.0(g)2: 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 vapor retarder. In a building having a controlled ventilation crawl space, a Class 1 or Class i1 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. §I50.0(e)IB: 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. §I50.0(e)IC: 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: § 1 10.0-§ 110.1 HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission. §1 10.3(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- §1 10.5: 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(11)1: Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified in § 1 50.0 h 2. § I50.0(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). § 150.06)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 § 150.00)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. §150.OQ)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 waters stems 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 aluminurn, 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 § I50.00)3B: or Class II vapor retarding facing, or the insulation shall be installed at the thickness that qualities as a Class I or Class 11 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 § I50.0(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. § I50.0(n)2: Recirculating loops serving multiple dwelling units shall meet the requirements of § 110.3(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 ANSI/SMACNA-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)1: with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than '/4 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. 150.0(m)7: All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. § I50.0(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 § I50.0(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. ' §I50.0(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 §I50.0(m)1 I: sealed and duct leakage tested, as confirmed through field 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 § 150.0(rn)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 < 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, 150.0(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. § 150.0(0)1 A: Vole 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 §1 10.4(b)l: 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. § 110.4 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. § I50.0(p): Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements. Lighting Measures: §110.9: All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of §110.9. §I50.0(k)IA: Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with §150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-13, as applicable. §150.0(k)1B: 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 detennined 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. § I50.0(k) ID: Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output fi-equency 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. § 150.0(k)2C: Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. § 150.0(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 § I50.0(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 § 150.0(k)2G: according to § 110.9; meets Installation Certificate requirements of § 130.4; the FMCS 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 § 150.0(k) if: it § 150.0(k)2H: functions as a vacancy sensor according to § 110.9; meets Installation Certi ficate requirements of § 130.4; the EMCS requirements of § 130.5• and all other requirements in § 150.0(k)2. § 150.0(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 § 150.0(k)2. § 150.0(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 b either dimmers or vacancysensors. 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 .OSTM 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 § 150.0(k), the ballasts shall be certified to the Energy Commission to comply with (lie 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 §110.9; 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 lighting 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 § 150.0(k)9B: following requirements: i. Shall comply with §150.0(k)9A; or ii. Shall comply with the applicable requirements in §110.9, §130.0, ' 130.2, §130.4, §140.7 and §141.0. § 150.0(k)9C: For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by § 150.0(k)9B or 150.0(k)9D ' ' ' ' shall comply with the applicable requirements in 110.9, 130.0 § 130.2, § 130.4, 140.7 and 141.0. § I50.0(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. § I50.0(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). § I50.0(k)11: Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for ' ' ' ' nonresidential garages in § 110.9, 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 § 150.0(k) 12A: 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: §I50.0(k)1213: r. 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(6) through §I 10.10(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(b)2: All sections of the solar zone located on steep -sloped roofs shall be oriented between 1 10 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 § 110.10(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. § 110.10(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. 1 10.10(d): A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through § 110.10(c) shall be provided to the occupant. §1 10.10(e)l: 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 § 110.10(e)2: future solar electric installation. The reserved space shall be: positioned at the opposite (load) end fi-om the input feeder location or main circuit location, and permanently marked as "For Future Solar Electric".