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HomeMy WebLinkAbout1.00 General Application MaterialsGarfield County Colorado Land Explorer Print Results Search Buffer Draw Layers Measure Locate Basemap Search: Parcel Physical Address Owner 240720200048 250 303 COUNTY RD PARACHUTE GARDNER, DANIEL R & MARK E 240720200182 Not available GARDNER, DANIEL R MARK Copy Excel PDF Print + − 0 150 300ft  8/20/24, 2:54 PM Garfield County Land Explorer https://maps.garfield-county.com/landexplorer/1/1 Garfield County Land Explorer Parcel Physical Address Owner Account Num Mailing Address 240720200048 250 303 COUNTY RD PARACHUTE GARDNER, DANIEL R & MARK E R270252 134 COUNTY ROAD 303 PARACHUTE, CO 81635-9204 240720200182 Not available PARACHUTE GARDNER, DANIEL R & MARK E R083586 134 COUNTY ROAD 303 PARACHUTE, CO 81635-9204 240720226005 60 303 COUNTY RD PARACHUTE TRANI, BRIAN S R042705 60 COUNTY ROAD 303 PARACHUTE, CO 81635 240720226009 25 MONUMENT RIDGE RD PARACHUTE RICHARDSON, TAYLOR R042709 25 MONUMENT RIDGE ROAD PARACHUTE, CO 81635 240720226010 101 MONUMENT RIDGE RD PARACHUTE COLEMAN, KEVIN WENDELL & RHONDA FAYE R042710 101 MONUMENT RIDGE ROAD PARACHUTE, CO 81635 240720226014 102 MONUMENT RIDGE RD PARACHUTE MONUMENT RIDGE, LLC R042714 PO BOX 7 WOODY CREEK, CO 81656 240720226015 104 MONUMENT RIDGE RD PARACHUTE PAYTON RANCH LLLP R042715 10008 IRVING STREET WESTMINSTER, CO 80031 240720226016 105 MONUMENT RIDGE RD PARACHUTE YOUNG, COULTER BARRETT R042716 PO BOX 98 WOODY CREEK, CO 81656 240720226017 103 MONUMENT RIDGE RD PARACHUTE BOSELY, MARY ANNE REVOCABLE TRUST R042717 PO BOX 26 WOODY CREEK, CO 81656 ROW Not available null 8/20/24, 2:51 PM Garfield County Land Explorer about:blank 1/1 Onsite Wastewater Treatment System Design May 7, 2024 Coleman Project 101 Monument Ridge Road Parachute, CO 81635 Parcel No. 2407-202-26-010 Prepared By: K-Cronk Engineering, Inc. P.O. Box 140 Mack, CO 81525 970-250-0572 - 1 - Site History There is an existing residence on the site that is served by an existing onsite wastewater treatment system (OWTS) that will remain in use. The owner of the property wishes to construct a new studio accessory dwelling unit (A.D.U.) to be served by a separate OWTS. The A.D.U. will be greater than 400 sq. ft., therefore the OWTS will be designed to accommodate a two-bedroom minimum residential loading (Garfield County OWTS Regulations 43.6.A.2.C & Table 6-2, footnote 3). The site consists of approximately 6.288 acres of uncultivated native soil. Drainage is towards the west. A percolation test/soils evaluation and site study were conducted on the property of reference on November 13, 2009 by Hepworth-Pawlak Geotechnical, Inc. This OWTS design has been prepared for the project based on information disclosed by the report mentioned above. K-Cronk Engineering, Inc. must be contacted to arrange a site visit prior to installation to confirm soils lithology. An observation hole within 50’ of the proposed soil treatment area must be provided by the client to the design engineer for inspection. Should the soils lithology differ significantly from that in the November 13, 2009 report by Hepworth-Pawlak Geotechnical Inc. report, a redesign of this system may be required. A discussion of the engineered OWTS design follows. The Hepworth-Pawlak Geotechnical percolation test/soils evaluation is attached for reference as Appendix A. The location of the perc excavation trench is shown in the Plot Plan included in this report. Development of Design Parameters Based on the results from the November 13, 2009 perc test/soils evaluation (Appendix A), a design perc rate of 18 min/in. and corresponding long term acceptance rate (LTAR) of 0.60 are chosen for overall system sizing for an infiltrator trench soil treatment area designed to discharge to subsoils below the 36" depth. - 2 - System Design An INFILTRATOR trench soil treatment system is proposed for discharge of septic effluent at the site. Construction of the system will consist of excavating level trenches in the soil treatment area. Grading during construction may affect slope, therefore contractor shall verify slope at time of installation. Soil treatment area orientation may be adjusted per site variations to facilitate consistent trench depth running parallel to final contours. Each trench excavation shall be continued to a level depth of 36" BGS at the uphill side of the trench (see Soil Treatment Area Cross Section). If consistent trench depth cannot be maintained, INFILTRATOR chambers may be installed level at 24” minimum and 48” maximum BGS. After removal of surface soils, the open excavations will be disked or scarified to promote subsurface absorption. Following completion of the trench excavations, QUICK4 STANDARD INFILTRATORS (or equivalent) will be used to construct a septic effluent distribution system in the open excavations. The INFILTRATOR effluent distribution system will be installed in accordance with the "Infiltrator Technical Manual", available from Infiltrator Systems Inc., 123 Elm Street, Suite 12, Old Saybrook, Connecticut 06475. Adjacent INFILTRATORS shall be fastened with a minimum of three (3) ¾” self-tapping screws to prevent movement and separation during backfilling. Septic effluent will be transferred from the upper trench to each of the adjacent downhill trenches through a serial distribution network as shown in the included graphics. The serial distribution connections between adjacent trenches will facilitate the saturation of the uphill trench before septic effluent is allowed to flow to each of the adjacent downhill trenches. After the INFILTRATORS are installed, synthetic filter fabric (140-200 mesh) will be placed over the INFILTRATORS and the system will be covered with a soil cap. The soil cap will consist of approximately 24” of sandy loam backfill. The soil cap will be mounded 5% above the existing ground surface to promote surface run off away from the soil treatment area. The installer should confirm the feasibility of gravity discharge of sewage effluent from the foundation line to the soil treatment area by field verification of assumed design parameters. Assumed design parameters with respect to gravity discharge include: • If the distance from the sewage pipe at exit from the foundation line to the entry of the soil treatment area is 50' or less, • The elevation of the ground surface at the entry of the soil treatment area shall be no more than 15” above the invert elevation of the sewage pipe at exit from the foundation line. If field measurements do not confirm these design assumptions, gravity discharge of septic effluent from the proposed structure cannot be assured and a lift station may be required. Please contact the design engineer and Mesa County to address any design modifications necessary if these design assumptions are not upheld. A 1,000 gallon, two compartment septic tank is required to provide a minimum of 48 hours retention time for sewage generated from the proposed project. A non-corrodible Orenco filter (model# FTW0436-28) shall be installed at the final outlet tee of the septic tank to limit the size of solids and sludge passing into the soil treatment area. The filter must be accessible for cleaning and replacement from the ground surface. - 3 - As shown in the included graphics, the trench soil treatment system will consist of two (2) trenches 3' wide x 36” deep x 60’ long with a total of thirty (30) INFILTRATOR (or equivalent) units. The soil treatment area will encompass an effective area of 514.29 sq. ft. DESIGN CALCULATIONS DESIGN LOADING RATE OF 2 BEDROOMS @ 150 GAL./BEDROOM-DAY = 300 gal./day DESIGN PERCOLATION RATE = 18 MIN./INCH DESIGN LONG TERM ACCEPTANCE RATE (LTAR) = 0.60 GAL./SQ.FT./DAY A = 𝑄 𝐿𝑇𝐴𝑄, WHERE, A = SOIL TREATMENT AREA (SQ. FT.) LTAR = LONG TERM ACCEPTANCE RATE (GAL./SQ. FT./DAY) A = 300 0.60 =500 𝑆𝑄.𝐹𝑆. SOIL TREATMENT AREA ADJUSTMENT FACTOR FOR GRAVITY TRENCH DESIGN = 1.0 SOIL TREATMENT AREA ADJUSTMENT FACTOR FOR USE OF CHAMBERS = 0.7 ADJUSTED SOIL TREATMENT AREA = 500 X 1.0 X 0.7 = 350 SQ. FT. LENGTH OF 3’ WIDE TRENCH REQ’D = 350 SQ.FT. / 3 FT. = 116.67 FT. USE 2 TRENCHES WITH 15 QUICK4 STANDARD INFILTRATORS (or equivalent) EACH, CONFIGURED IN SERIAL DISTRIBUTION FOR A TOTAL OF 30 UNITS. SOIL TREATMENT AREA SIZED AT 2 TRENCHES X 3FT WIDE X 60 FT LONG = 360 SQ. FT. - 4 - Installation - Setbacks, Notifications, and Inspections The owner and installer shall be aware of and comply with the following installation and system operation requirements. • The installer must be approved and licensed by Mesa County for installation of onsite wastewater treatment systems. • All installation activities shall be conducted in accordance with current Mesa County OWTS Regulations. If at any time during construction, subsurface site conditions are encountered which differ from the design parameters previously described, construction activities will stop, and the design engineer and Mesa County will be contacted to address any necessary design modifications. • The final cover shall not be placed on sewer lines, septic tank, or the soil treatment area until the system has been inspected and approved by the design engineer and Mesa County. The installer shall provide 48-hour notice for all required inspections. • Installation procedures including grade, location, setbacks, septic tank size, and soil treatment size shall conform with the attached graphic details. Construction activities and system components will not encroach upon existing easements or utility corridors. • The installer must maintain all setbacks to utility lines, easements, property lines, or other adverse conditions, whether they are known and shown on the attached graphics or have been disclosed during construction. Vehicle traffic and parking is to be prevented over the soil treatment and repair area. Minimum setbacks for system components are: Septic Tank, Dosing Tank Building Sewer, Effluent Lines STA spring/well/cistern 50 50 100 potable water supply line 10 5 25 structure w/ crawlspace 5 0 20 structure w/o crawlspace 5 0 10 property lines, piped or lined irrigation 10 10 10 subsurface drain, intermittent irrigation 10 10 25 lake, water course, irrigation ditch, stream 50 50 50 cut slope steeper than 3H:1V 10 10 25 septic tank -- -- 5 • All gravity flow sewer lines and effluent distribution piping shall be 4 inches in diameter and have glued joints. All lines discharging sewage from the residence to the septic tank shall maintain a minimum fall of 1/8 in. per foot and shall employ sweep 90's or 2-45's at all turns. Sewer lines from the dwelling to the septic tank and at least 6 ft from the septic tank outlet must meet minimum standard ASTM-3034. Lines discharging from the septic tank to the soil treatment area shall maintain a minimum fall of 1/8 in. per foot. Sewer lines under driveways shall meet the minimum Schedule 40 PVC standards. Additionally, effluent piping in traffic areas with less than 24" of cover shall be encased in 6" CMP or flow fill and covered with minimum 2" high density blue board insulation. - 5 - • Sewer lines or domestic water lines shall be encased in minimum SCHD 40 with water -tight end caps or a minimum of 6” of flow fill at all points with less than 5’ separation between sewer and domestic water lines. • Four-inch, two-way clean outs shall be installed at maximum 100' intervals in all gravity flow effluent lines exceeding 100' in length. • A minimum of 12" of soil cover (18" recommended) shall be maintained over all gravity draining OWTS components to prevent freezing of septic effluent (excepting septic tank access ports which must be extended to the ground surface). • The system contractor shall be aware of the potential for construction activities to reduce soil permeabilities at the site through compaction, smearing, and shearing. The following precautions and construction procedures should be employed during installation to minimize disturbance to native soils: i. Excavation should proceed only when the moisture content of the soil is below the plastic limit. If a sample of soil forms a rope instead of crumbling when rolled between the hands it is too wet and should be allowed to dry before excavation continues. ii. Excavation and backfill equipment should work from the surface where at all practical to avoid compaction of the soils at depth. iii. The bottom and sidewalls of the excavation should be left with a rough, open surface. The appearance should be that of broken or ripped soil as opposed to a sheared, smeared, or troweled surface. Any smoothed or smeared surfaces should be removed with a toothed rake or shallow ripper, taking care to remove loose residues from the bottom of the excavation by hand if necessary. iv. Care should be taken in placing fill materials in the excavation to avoid damaging the exposed soil surfaces. Operation - Maintenance and Inspections • The owner shall install a structural barrier if necessary and take precautions to prevent vehicular traffic, excessive surface watering, accidental flooding, or other activities in the vicinity of the soil treatment area which may compact, saturate, or otherwise alter the subsurface soil parameters used in designing the septic system. • The owner will plant and maintain grass or other shallow rooted cover crop to prevent erosion and promote evapotranspiration over the soil treatment area. • The owner will inspect and maintain the required mounding and drainage away from the soil treatment area to prevent saturation from precipitation and surface flows. • To mitigate the generation of preferential flow channels which may compromise the operation of the system, the owner will inspect and prevent intrusion of burrowing animals and deep- rooted plants into the soil treatment area. • The septic effluent filter shall be inspected and cleaned as necessary every six (6) months. • The owner will conduct periodic maintenance of the septic system by removing accumulated sludge from the septic tank every 3-4 years to prevent clogging of the soil treatment area. - 6 - Limitations This report is a site-specific design for installation of an onsite wastewater treatment system and is applicable only for the client for whom our work was performed. Use of this report under other circumstances is not an appropriate application of this document. This report is a product of K-Cronk Engineering, Inc. and is to be taken in its entirety. Excerpts from this report may be taken out of context and may not convey the true intent of the report. It is the owner's and owner's agent’s responsibility to read this report and become familiar with the recommendations and design guidelines contained herein. The recommendations and design guidelines outlined in this report are based on: 1) the proposed site development and plot plan as furnished to K-Cronk Engineering, Inc. by the client, and 2) the site conditions disclosed at the specific time of the site investigation of reference. K-Cronk Engineering, Inc. assumes no liability for the accuracy or completeness of information furnished by the client. Site conditions are subject to external environmental effects and may change over time. Use of this plan under different site conditions is inappropriate. If it becomes apparent that current site conditions vary from those anticipated, the design engineer and Mesa County should be contacted to develop any required design modifications. K-Cronk Engineering, Inc. is not responsible and accepts no liability for any variation in assumed design parameters. K-Cronk Engineering, Inc. represents this report has been prepared within the limits prescribed by the owner and in accordance with the current accepted practice of professional engineering in the area. No warranty or representation, either expressed or implied, is included or intended in this report or in any of our contracts. SEAL Kachayla R. Cronk, P.E. Date NOTE: This OWTS design is meant to include the following five pages: 1) plot plan 2) septic layout plan 3) notes for your installer 4) soil treatment area plan view 5) soil treatment area cross section. The plan is not to be implemented in the absence of these sheets. In addition, results from the percolation test and soils evaluation are included for reference as Appendix A. NOTES FOR YOUR INSTALLER • Please verify slope at the time of system installation – the orientation of the STA shown in this design has been determined based on existing site conditions at the time of the original site investigation, but that may have changed during construction and pre-construction grading of the site. • The depth of the trenches is determined by percolation rates and soil conditions relative to the existing ground surface at the time of the soils investigation. If the site slope or grading of the ground surface at the time of installation differs significantly from what was initially observed, the trench depths may have to be adjusted to make sure the infiltrative surface remains in the desired soil layer, and portions of the trenches don’t end up too deep or too shallow. The depth of the soil cap relative to finished grading is not part of the OWTS design criteria. • Please provide K-Cronk Engineering with a copy of the septic tank manufacturer’s specification sheet verifying maximum backfill depth. Tanks must be backfilled according to manufacturer’s specification. Pressurized System Notes • Please provide K-Cronk Engineering a copy of the sand sieve analysis, if relevant, dated within 30 DAYS of installation before purchasing/installing the sand so we can check that it meets Mesa County OWTS standards. • Pump floats do not come pre-set from the factory. Please refer to the Pump Vault Detail for the distance needed between the on/off floats. Please reach out at any time during the installation process if you have any questions! ____________________________ Kachayla Cronk – (970) 250-0572 Appendix A Soils and Percolation Report Page 1 of 3 Agreement to Provide Engineering Services K-Cronk Engineering, Inc. agrees to provide the following services to: Kevin Coleman (Client). Scope of Work Onsite Wastewater Treatment System (OWTS) Design for the Coleman project, located at 101 Monument Ridge Rd., Parachute, CO 81635 Statement of Fees The fee for this scope of work is estimated at $1,800 to be billed to Client/Client’s Agent NAME: Stampfel Construction ADDRESS: 759 36-3/10 Rd., Palisade, CO 81526 PHONE: 970-379-2777 EMAIL: dirthoe@msn.com To complete the above referenced scope of work, design documents, specifications, and test results including building plans, geotechnical information, and subsurface investigation reports completed by others must be furnished to K-Cronk Engineering by the Client. K-Cronk Engineering assumes no liability for the accuracy or completeness of information furnished by the Client or completed by others. Additionally, geotechnical and subsurface conditions are subject to external environmental effects such as flooding, high precipitation, drought, increase or decrease in irrigation practices, and changes in hydrogeologic conditions caused by development. K-Cronk Engineering assumes no liability for the effects that changing hydrogeological conditions may have on the scope of work addressed in this document. K-Cronk Engineering represents that the scope of work discussed herein will be prepared in accordance with the current accepted practice of professional engineering in the area. No warranty or representation, either expressed or implied, concerning this project is included or intended in this document or in any additional correspondence or contracts from the offices of K-Cronk Engineering. Page 2 of 3 By signing this document, the client agrees to the following conditions: • DISPUTES - Any claims or disputes made during design, construction, or post- construction between the Client and K-Cronk Engineering shall be submitted to non- binding mediation. Client and K-Cronk Engineering agree to include a similar mediation agreement with all contractors, sub-contractors, sub-consultants, suppliers and fabricators, thus providing for mediation as the primary method of dispute resolution between all parties. • INDEMNIFICATION - The Client agrees, to the fullest extent allowed by law, to indemnify and hold harmless K-Cronk Engineering, its officers, employees, and sub- contractors against all damages, liabilities, and costs, including reasonable attorney fees, court costs, deposition and discovery costs, expert witness fees, and other expenses associated with any court action arising through performance of the scope of work discussed herein if K-Cronk Engineering prevails in the action or settles at the request of the Client. • LIABILITY LIMITATION - In recognition of the relative risks, rewards, and benefits of the scope of work discussed herein to both K-Cronk Engineering and the Client, the Client agrees, to the fullest extent allowed by law, that K-Cronk Engineering’s total liabilities to the Client for any and all claims, losses, costs, damages of any nature whatsoever, including reasonable attorney fees, court costs, deposition and discovery costs, expert witness fees, and other expenses associated with any court action arising through performance of the scope of work discussed herein shall not exceed $5,000.00. • TERMINATION - This agreement may be terminated by either K-Cronk Engineering or the Client should either party fail to perform its obligations discussed herein. In the event of termination, the Client shall pay K-Cronk Engineering for all services rendered to the date of termination, all reimbursable expenses and reimbursable termination expenses. • BILLING – K-Cronk Engineering will bill and expects payment upon completion of the scope of work from the Client or Client’s agents. If persons other than the Client or Client’s agents are to be responsible for payment of charges, written arrangements must be made in advance. • PAYMENT - Client shall pay for services rendered under this agreement upon presentation of invoice unless written credit arrangements have been made with K- Cronk Engineering. Past due amounts are subject to 1.5% (18%/year) finance charge and any collection fees including court costs and reasonable attorney fees necessary to obtain payment, whether litigation is commenced or not. JURISDICTION - Colorado law governs this agreement, jurisdiction is in Colorado, and venue is Mesa County. Page 3 of 3 Please provide the information and signatures required below and return this document to K- Cronk Engineering. Thank you for considering K-Cronk Engineering in your project plans. Job Reference: Coleman OWTS Client’s name and address (please print) Client’s signature Date Respectfully, Kachayla R. Cronk, PE and President, K-Cronk Engineering, Inc. Date May 7, 2024 To: Coleman Project c/o Stampfel Construction 759 36-3/10 Rd. Palisade, CO 81526 970-379-2777 dirthoe@msn.com For: Onsite Wastewater Treatment System (OWTS) Design for Coleman project located at 101 Monument Ridge Rd., Parachute, CO 81635 Engineered System Design ................................................................................................$1,800.00 Balance Due ......................................................................................................................$1,800.00 Please make checks payable to K-Cronk Engineering, Inc. Thank you, Kachayla R. Cronk TERMS - PAYMENT DUE UPON RECEIPT OF PROFESSIONAL SERVICES RENDERED PAST DUE AMOUNTS NOT PAID WITHIN 14 DAYS ARE SUBJECT TO 1.5% (18%/YR) FINANCE CHARGE It'ISIOII OF IIATER RESOIIRCE$3038862t a3 T-108 P.S2/84 F-50?, f-rn'lg*b 9"" 25 AEPU6AN rlFFrcE @F T'r$E SlrAlrE ENGINEER pglgtrnpp,PJy.[Rr.p,ryp'n"w#fi Fs'qBEs@uRGrEs .t03) s66€5s1 Lor A Blo6Kl Fltln0l RrpGE AFPFoUEp-qs.LLLoF$I$:N GARFIELP GOUNTY NW 1I4 NW 114 Secllon ?P Township ? S Range S5 W Sidn P.M. p ETAN QEg FgM-gEOTlgNltlN ES c60 Fr.from North $ectlon Line 60 Fl from West Seetion Llne UIM0QSBDTAETES Nonhing: MOt'{uh^ri{r RIDGE l'loMEOVdN 6RS ASSN % FETEF:HE|NEII,1AN 19423 N TTJRKEY CFEEI( RD STE B I+IORRISQN. 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E9 2@A9 @9.22AM P2 r., i.:.,'J.. .t UT !f; n L.i a n{se EE& la tr 16i|.l {S Il r$ n{ 5$ h $ I I I I 1 b $fidt c $-d- {E ",E(' '€i Fo $s HH gE 4* $n ,li t!t dN .t H F d rim oE t I . it=-E I L) ll LOT 10 6,288 AC. * tr o o o o tr o tr o o a U ti fft'5fl[ |,T."?,A]F 6.J55 AC. * LOT g h8L,i" gi,,i 1,333'F3 ^f o" lrIl+ il I REC. NO. GAS { i LOT 17 '7.111 AC. * lr !I II 1 I I I ir!l i I ia sd9o'o oc)crJFg X \ // Ii LOT 16 8.847 AC. OETAIL "A" FOR LO 16 AND 17, I 57701F I ,'l l;' *-l_ 'i ICCESS t I 11l'l',:,tu rc 11.83r it t TEO *J ! 0.281 AC. * TO BE DEOICA]ED )\.1 I I I J GAS VAL\4!) o u D D tr o o n INDIVIDUAL WELL FOR LOT8. PERMIT NO. 5752c,F o o fl c IJh lor A7.97a AC. *l5'!fffi,,fll: ;?,3|P tnT -\L 1.. 0.146 AC -J XX X X X X X X X X X X X X X X X FLOWLINE DITCH CMP (TYP.) WELL WW WATER MANHOLE S S 24" PLASTIC LID (TYP.) FENCE (TYP.) FENCE (TYP.) NO. 5 REBAR & CAP P.L.S. NO. 19598 NO. 5 REBAR & CAP P.L.S. NO. 19598 NO. 5 REBAR & CAP P.L.S. NO. 19598 NO. 5 REBAR & CAP P.L.S. NO. 19598 NO. 5 REBAR & CAP P.L.S. NO. 27613 NO. 5 REBAR & CAP P.L.S. NO. 27613 BEARS S46°27'11"W 35.11' #5 REBAR & CAP L.S. NO. 37935 (SET) GRAVEL (TYP.) GR A V E L 6" PVC. RISER TELE. PED. GATE LOT 9 LOT 5 LOT 17 LOT 10 6.288 AC. ± N 2 7 ° 5 9 ' 1 3 " E 835 . 3 7 ' S 73°15' 5 0 " E 112.69' S 0 0 ° 5 2 ' 4 7 " E 67 9 . 8 4 ' S 46 ° 0 7 ' 4 8 " W 301. 0 1 ' N 5 3 ° 0 9 ' 1 5 " W 28 3 . 8 8 ' PARCEL NO. 240720200048 7.5' 15' UTILITY & DRAINAGE EASEMENT 20' UTILITY & DRAINAGE EASEMENT 20' UTILITY & DRAINAGE EASEMENT 15' UTILITY & DRAINAGE EASEMENT 15' UTILITY & DRAINAGE EASEMENT M O N U M E N T R I D G E R O A D 10' 100' YEAR FLOOD ZONE PER PLAT DEBRIS/MUD FLOW HAZARD (LOW RISK) NO BUILD ZONE PER PLAT REC. NO.679333 BUILDING SETBACK SEE NOTE 8 BUILDING SETBACK SEE NOTE 8 DEBRIS/MUD FLOW HAZARD (HIGH RISK) NO BUILD ZONE PER PLAT REC. NO.679333 BUILDING SETBACK SEE NOTE #8 4" PVC (TYP.) E G S S 40' X 30' BARN 101 MONUMENT RIDGE MULTI-LEVEL STUCCO HOUSE ASPHALT DRIVE CONC. (TYP.) STONE/TREE LANDSCAPING CONC. POND COVERED CONCRETE (TYP.) GAS METER ELEC. METER EVAPORATIVE COOLER BARN OVERHANG LOT 17 PROPOSED BUILDING SITE AS STAKED 4/9/2024 36" PLASTIC LID TELEPHONE PEDESTAL 53.9 36.4 18.0' 32. 4 ' 13.0' 18. 4 ' 5.0' 14. 0 ' NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. ByNO.Date Project NO.RevisionDrawn By: Checked By: Date: Computer File: Drake Consulting, Inc. Land Surveying Phone 970-987-1389 Fax 970-360-1001 www.DrakeConsulting.CO 24023 1 OF 1 STRICKLAN HOMES LLC 101 MONUMENT RIDGE PARTIAL EXISTING CONDITIONS LOT 10 MONUMENT RIDGE SUBD. ARK TJK APRIL 14, 2024 24/023.DWG SITE PLAN LOT 10, MONUMENT RIDGE SUBDIVISION, ACCORDING TO THE PLAT RECORDED AUGUST 2, 2005 AS RECEPTION NO. 679333 COUNTY OF GARFIELD, STATE OF COLORADO NO R T H 050 50 100 20025 NO R T H VICINITY MAP SCALE 1" = 2,000' Subject Property PROPERTY DESCRIPTION LOT 10, MONUMENT RIDGE SUBDIVISION ACCORDING TO THE PLAT RECORDED AUGUST 2, 2005 AS RECEPTION NO. 679333 COUNTY OF GARFIELD, STATE OF COLORADO NOTES: 1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMENTS OF RECORD, OR IN PLACE. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT, THEREFORE EXCEPTIONS TO TITLE THAT MAY AFFECT THE SUBJECT PROPERTY HAVE NOT BEEN RESEARCHED BY DRAKE CONSULTING, INC. 2) THE DATE OF THIS SURVEY WAS APRIL 9, 2024. 3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S00°14'16"E BETWEEN THE NORTHWEST CORNER OF SECTION 20, A 3" BRASS CAP L.S. NO. 11643 FOUND IN PLACE AND THE WEST QUARTER CORNER OF SAID SECTION 20, A 2-3/4" BRASS CAP FOUND IN PLACE. 4) UNITS OF MEASUREMENT FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET. 5) THIS SURVEY IS BASED ON THE MONUMENT RIDGE SUBDIVISION FINAL PLAT RECORDED AUGUST 2,2005 AS RECEPTION NO. 679333 IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE AND CORNERS FOUND IN PLACE. 6) THE PURPOSE OF THIS SITE PLAN IS TO IDENTIFY IMPROVEMENTS FOR FUTURE DEVELOPMENT OF A ADU. 7) ACCORDING TO BOOK 1753 AT PAGE 672 AN EASEMENT OF 10' IN WIDTH EXISTS ALONG THE APPROXIMATE FRONT OF LOT 10 AND MAY FALL WITH IN THE 20' UTILITY AND DRAINAGE EASEMENT AS SHOWN ON THE ABOVE MENTIONED PLAT. UNDERGROUND UTILITY LOCATES WERE NOT PREFORMED DURING THIS SURVEY THEREFORE, THE ACTUAL LOCATION IS UNKNOWN. 8) ACCORDING TO THE ABOVE MENTIONED PLAT AS RECEPTION NO. 679333 (NOTE 12). ALL IRRIGATION DITCHES AND DITCH EASEMENTS ARE TO BE RECOGNIZED AND MAINTAINED AS EXISTING AND IN PLACE, IN THE USUAL MANNER, AND INCLUDE A 10' ACCESS EASEMENT CENTERED ON EACH EXISTING DITCH. 9) BUILDING SETBACKS PER GARFIELD COUNTY BUILDING AND PLANNING. SURVEY STATEMENT I, TRAVIS J KAISER, DO HEREBY STATE THAT THIS SITE PLAN WAS PREPARED BY DRAKE CONSULTING, INC. FOR STRICKLAN HOMES, LLC. I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, APRIL 9, 2024, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. I FURTHER STATE THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT, THEREFORE, ANY EXCEPTIONS THAT MAY AFFECT THE SUBJECT PROPERTY HAVE NOT BEEN RESEARCHED BY DRAKE CONSULTING, INC. TRAVIS J. KAISER, COLORADO P.L.S. NO. 38294 FOR, AND ON BEHALF OF DRAKE CONSULTING, INC. COLO R A D O L ICENS E D P R O F ESSIONAL L A N D SURVEYOR TRAVI S J . KAISE R 38294 04/13/24 GSPublisherVersion 0.0.100.100 Drawing Name Truoba Mini 117 Drawing Scale Layout ID 1 Cover Sheet Sheet Size ARCH-C Date 1/12/2024 Revision Company Title Truoba LLC Email: info@truoba.com Tel: +1 844-777-1105 Web: www.truoba.com Project Title This document and its design content is © Truoba LLC. Truoba LLC remains the ownership and copyright of the drawings and this house design. This document may not be reproduced in any form in whole or in part without the prior written permission of the copyright owner. General Notes These drawings do not include the necessary components for construction safety. The general contractor shall provide for the safety, care of utilities and adjacent properties during construction, and shall comply with the state and federal safety regulations. Electrical installation shall conform to the latest requirements of the national electrical code and the local building authority. Mechanical work shall be executed and inspected in accordance with public utility regulations and local applicable codes. Do not proceed in areas of the discrepancy until all such discrepancies have been fully resolved with written direction from the architect. The architect is not responsible for construction procedures, techniques or the failure of the sub- contractors to carry out the work in accordance with the construction documents, manufacturer's specifications and recommendations, industry standards, or required codes. Written dimensions always take precedence over scaled dimensions. Do not scale drawings. Verify all dimensions shown prior to beginning any work and notify the architect of any conflicts or discrepancies for interpretation or clarification prior to beginning any associated work. Plan dimensions are taken from the center and face of framing members unless otherwise noted. Section or elevation dimensions are to the top of concrete, top of plywood, or beams unless otherwise noted. It is the responsibility of the contractor or owner to verify the accuracy and completeness of the documents as presented and to verify all conditions and dimensions at the job site sufficiently in advance of the work to be performed to assure the orderly progress of the work. Any discrepancies between these construction documents and actual job site conditions shall be brought to the attention of the architect prior to beginning any construction. The general contractor shall check and verify all grades including paved area slopes prior to placing any foundations. Survey work should be verified in detail. Verify all dimensions, conditions, and utility locations on the job prior to beginning any work or ordering any materials. Notify the architect of any conflicts or discrepancies in the drawings immediately. Stake all building corners and driveway locations for owner, builder, and design firm. It is the responsibility of the contractor to protect the existing trees to remain and adjacent properties from damage during construction. Provide protective fencing throughout construction. It is the intent and meaning of these drawings that the contractor and each subcontractor provide all labor, materials, transportation, supplies, equipment, etc., to obtain a complete job within the recognized standards of the industry. The contractor & his subcontractors shall maintain the premises clean and free of all trash, debris and shall protect all adjacent work from damage, soiling, paint overspray, etc. All fixtures, equipment, glazing, floors, etc. Shall be left clean and ready for occupancy upon completion of the project. Field measurements to be verified for proper fit and attachment for all doors, windows, cabinetry, appliances, hardware, fixtures, and specialized equipment. Items shall be installed in strict accordance with the manufacturer's specifications. All windows and doors dimensions are shown of actual unit size. The contractor must leave extra space for windows and doors installation. Floor joist supplier to verify dimensions and coordinate joist layout plan and appropriate details. Roof rafter and beam supplier to verify dimensions and coordinate rafter and beam layout plan and appropriate details. Provide fire & smoke detectors as required by the local jurisdiction. Provide insulation around all plumbing and heating lines exposed to temperature differentials. Substitution of "Equal" products will be acceptable. In the locations of harsh winter conditions, roof and deck surfaces must be maintained reasonably free of ice and snow to ensure minimal problems with these surfaces. Codes having jurisdiction shall be observed strictly in the construction of the project. All applicable state, county, and city requirements regarding building, building structure, zoning, electrical, mechanical, plumbing, and fire codes shall be verified by the general contractor & subcontractors before the commencement of construction. Any discrepancies between code requirements and these plans shall be brought to the attention of the architect. TRUOBA MINI 117 House Area: 494 sq. ft. DRAWING LIST 1 - COVER SHEET 2 - SLAB FOUNDATION PLAN 3 - CRAWL FOUNDATION PLAN 4 - PLUMBING PLAN 5 - FLOOR PLAN 6 - ROOF CONSTRUCTION PLAN 7 - ROOF PLAN 8 - SECTIONS 9 - ELEVATIONS 10 - ELECTRICAL PLAN 11 - HVAC PLAN 12 - FURNITURE PLAN 13 - DOOR & WINDOW SCHEDULE 14 - CONSTRUCTION DETAILS 15 - DOOR & WINDOW DETAILS 16 - PLUMBING SPECIFICATIONS 17 - ELECTRICAL SPECIFICATIONS 18 - MECHANICAL SPECIFICATIONS License Agreement USE OF THE PLANS 1. These Plans are the property of Truoba LLC company. These Plans are protected by Federal Copyright Laws. Any use of the information contained herein beyond the one-time use authorized by a purchase of Prints, or any duplication, publication, sale or distribution of any part of these Plans without the prior written consent of Truoba LLC represents a violation of Federal Laws subject to the prescribed penalties. 2. Purchase and downloading of PDF or CAD plan package grants the purchaser as “Licensee” the right to use such documents to construct a single home. A single purchase of the plans allows duplication of prints solely for that purpose. Purchaser acknowledges that all rights of ownership, title, and interest in the copyrights, plans and derivatives remain with Truoba LLC company. Modified plans are considered derivatives of the original and receive the same copyright protection even if completely redrawn. License for use of the Plans ends with the completion of the house (occupancy). Plans are not transferable to a third party. This means if the house is not built the Plans may not be sold to somebody else. 3. Any use of the Plans, or modifications of the Plans, by purchasers, builders or others is done at their own risk. Licensee must have the Plans reviewed by a local professional architect or engineer before the start of construction. The information contained within the plans is to indicate design intent and basic construction detailing. It is the builder’s responsibility to provide standard construction details and practices which will result in a structurally sound and weatherproof finished product. CONTENT OF THE PLANS 1. These Plans include only schematic electrical, plumbing, heating or air conditioning drawings. Due to the wide variety of local codes and climatic conditions, the Licensee should have a local electrical engineer, mechanical engineer or builder provide detailed electrical, plumbing, heating or air conditioning drawings as may be required for permits and construction. The foundation plan and associated details are provided as a basic guide for a typical spread footing/poured concrete foundation system. Licensee should have a local architect or licensed engineer review these Plans and provide a site-specific foundation design if found necessary. 2. Limited architectural and engineering service has been provided for this house design. Additional construction details, information, and specifications are needed by the Builder. The Builder shall be responsible and liable for all specified house structures that the specified structure is as required to construct the house for the location of where this house will be built. The Builder must get approval of the house required structure from local structural engineer. 3. These Plans provide ideas and concepts and are not intended to be complete in all respects and details. Variations in standard sizes of window and door brands and types and use of different materials and thicknesses can change details. Varying local codes, ordinances, regulations, foundation requirements, and the layout of electrical, mechanical, and plumbing systems can also change details. 4. No cutting or damage to building structural components will be allowed without written authorization from a local structural engineer. 5. All utilities shall be connected to provide gas, electric, and water to all equipment whether said equipment is in Contract or not. Equipment shall be guaranteed to function properly upon completion. 6. Manufacturer’s standard specifications and materials approved for project use are hereby made part of these Notes with same force and effect as if written out in full herein. All appliances, fixtures, equipment, hardware, etc. shall be installed in accordance with Manufacturer’s specifications and procedures. 7. Written words take precedence over drawn lines. Large-scale details and plans take precedence over smaller details and plans. Should a conflict arrive between the Specifications and Drawings, the requirements deemed most stringent shall be used. 8. Minor details not usually shown or specified but necessary for proper and acceptable construction, installation, or operation of any part of the Work shall be included in the Work as if it were specified or indicated on the Drawings. 9. All architectural drawings and construction notes are complimentary. What is indicated and called for by one shall be binding as though called for by all. 10. No deviation from the Drawings or Specifications or intent of same shall be made without the Owner’s written authorization. GENERAL CONTRACTOR - BUILDER’S RESPONSIBILITY 1. It is the responsibility of the builder to assure that all work is in accordance with the latest edition of all applicable National, State, and Local Building Codes. It is the builder’s responsibility to assure that all work is in accordance with the latest edition of all applicable Construction Standards, fire department standards, utility company standards and best practices. The builder shall be responsible for satisfying all applicable building codes regarding building, building structure, zoning, electrical, mechanical, plumbing and fire and obtaining all permits and required approvals. The drawings and specifications shall not permit work that does not conform to these codes. 2. It is the responsibility of the builder to assure that all manufactured articles, material, and equipment are applied, installed, connected, erected, used, cleaned, adjusted, operated and conditioned as directed by the manufacturers. Builder shall follow all instructions to sustain and preserve all expressed or implied warranties and guarantees. 3. It is the responsibility of the builder to assure that all materials, equipment and components are new and of good quality. 4. It is the responsibility of the builder to check all dimensions and details for overall accuracy appropriate to the local conditions and the final selection of materials such as masonry, floor joists, lumber, structural members, construction panels, roofing, etc., all of which can create variations in dimensions and details. For example, if standard lumber joists are used in place of engineered floor joists the floor-to-floor dimension would vary from the Plans and require revised stair dimensions and framing. 5. It is the responsibility of the builder to arrange for all tests and inspections as specified or otherwise required by the local building department and shall pay all costs and fees for same. The builder shall secure all building permits and upon completion of the project (prior to final payment) deliver to the Owner a Certificate of Occupancy, Use (or equivalent as local conditions require) from the building department. 6. It is the responsibility of the builder to use State licensed contractors/subcontractors for all plumbing and electrical work. Contractors/subcontractors shall submit all required permits, certificates and sign-offs to the Owner for their records prior to final payment. 7. The General Contractor shall verify all dimensions, be familiar with the existing conditions, and bring any discrepancies to the attention of the Architect prior to submission of construction proposal and before beginning work. Drawings may be scaled for estimating purposes and for general reference only. For all other dimensions or locations consult the Architect or refer to dimensions on Drawings. Verify all dimensions in the field. 8. The General Contractor shall lay out all work and be responsible for all dimensions and conditions for trades such as electrical, plumbing, etc. 9. All Work shall be guaranteed for a minimum one year after final approval, unless local laws require a longer warranty period. The General Contractor shall sign the written guarantee as provided by the Owner. The guarantee shall cover all general and subcontractor work. All defects discovered during this period shall be repaired to the Owner’s satisfaction at the Contractor’s expense. DISCLAIMER 1. Names of materials and manufacturers shown on these Plans do not represent an endorsement or recommendation by Truoba LLC company. Final selections of materials are the responsibility of the homeowner and/or builder, including, but not limited to proper installation of materials, nailing, gluing, caulking, insulating, flashing, roofing, weatherproofing and many other small items and details not necessarily indicated on the Plans, and over which Truoba LLC company has no control or responsibility. Truoba LLC company shall not be held liable for any errors, omissions, or deficiencies in any form by any party whatsoever. GSPublisherVersion 0.0.100.100 Drawing Name Truoba Mini 117 Drawing Scale 1/4" = 1'-0" Layout ID 2 Slab Foundation Plan Sheet Size ARCH-C Date 1/12/2024 Revision Company Title Truoba LLC Email: info@truoba.com Tel: +1 844-777-1105 Web: www.truoba.com Project Title This document and its design content is © Truoba LLC. Truoba LLC remains the ownership and copyright of the drawings and this house design. This document may not be reproduced in any form in whole or in part without the prior written permission of the copyright owner. 10'10'10'10'3" 3" 9' - 5 " 9' - 6 " 9' - 6 " 7'-10" 14' 18 ' 32'-5" 13 ' 10 ' - 8 " 18'-5" 5' 8" wide concrete strip foundations must be specified by structural engineer. Concrete 3000 psi., must have min. 2x#4 reinforcement up and down. Stirrup #4 @ 10" o.c. Reinforcement ratio is 0.11 tonn/yd3 Slab on grade must be specified by structural engineer. Concrete 3000 psi., Reinforcement ratio is 0.1 tonn/yd3 Column Footings must be specified by structural engineer. Concrete 3000 psi., Reinforcement ratio is 0.1 tonn/yd3 4" Perforated foundation drainpipe around all foundation walls. Drainpipe to be directed to the sump pump, catch basin, or soak-pit. 1 1 2 2 3 3 4 4 5 5 A A B B D D C C E E S-01S-01 S-02 S-02 0" 8" 1/2" Drywall 2''X6'' Stud wall with rockwool insulation Floor finish Vapour control layer (house wrap) 1/2'' OSB 1"x4" Vertical timber battens Exterior cladding 4'' Concrete slab must be specified by local structural engineer Compacted hard-core ground layer Protective tinplate 2x4'' Vertical rigid insulation, Polystyrene, 3 lb/fc3 4'' Drain Concrete footer must be specified by local structural engineer 2'' Vertical rigid insulation, Polystyrene, 3 lb/fc3 2'' Vertical rigid insulation, Polystyrene, 3 lb/fc3 10" concrete foundation. Must be specified by local structural engineer 2''X6'' Double floor plate 1/2" Anchor bolts at 6' o.c.max. Vapour barrier - 10mil. vapor retarder with 6" min lap 1 Slab Foundation Plan 1/4" = 1'-0"01 Construction details02 NOTES Foundation structure must be specified and approved by local structural engineer of a location where this house is built. Structural engineer together with client and contractor must decide what variance of the foundation will be chosen. A. Soil tests. In areas likely to have expansive, compressible, shifting or other unknown soil characteristics, KHC may require a soil test to determine the soil’s characteristics at a particular location. This test shall be made by an approved agency using an approved method. (Table R401.4.1 IRC) B. Compressible or shifting soil. When top or subsoils are compressible or shifting, such soils shall be removed to a depth and width sufficient to assure stable moisture content in each active zone and shall not be used as fill or stabilized within each active zone by chemical, dewatering or presaturation. (Section R401.4.2 IRC) C. Site should be excavated and the foundation designed to allow a minimum of 18" crawlspace headroom and a minimum of 6" clearance between the bottom of the exterior vinyl siding and the finished exterior grade. All below grade block foundation is to be coated with foundation coating/damp proofing. (Section R406.1 IRC) D. Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection so as to not create a hazard. Lots shall be graded so as to drain surface water away from foundation walls. The grade away from foundation walls shall fall a minimum of 6" within the first 10'. FOUNDATION NOTES Dimensions are to the outside edge of the concrete stem wall. Slope all exterior finished grades away from the building 6" in fall in first 10'. The contractor is responsible for all shoring, cribbing, sheet piling, etc. As required to safely retain excavations during construction. Foundation plates shall be redwood construction common or pressure- treated doug-fir and anchored to foundation w/ 1/2" dia. Anchor bolts w/ 7" min. Embedment max. Spacing 6' O.C. Unless noted otherwise. Minimum 2 anchor bolts per plate section. Max. 12" and min 7 bolt diameter from end of sill, middle 1/3 of width. All cast-in-place concrete shall conform to requirements of the AC 1301 “specifications for structural concrete.” Concrete shall be ready mixed concrete in accordance with astmc 94. Use type ‘a’ cement. Air entrainment shall be 4-6% U.N.O. All concrete to attain a minimum compressive strength of 3,000 psi @ 28 days. Cement shall conform to astmc 150, type a. Aggregate to be 3⁄4 nominal course. Maximum 4” slump for slabs on grade, and a maximum 7” for walls and footers. Do not tamp slabs. For all concrete use roller bud, vibrating screed or bull float as necessary to prevent honeycombing but not to the point of segregation. The concrete shall be chloride-free. Provide and install sleeves for utility openings prior to placing concrete. Concrete footings may be poured against neat excavations provided the required concrete coverage is maintained. Cure exposed concrete for 7 days (min.) in accordance with ACI 301 procedures in order to prevent cracking. Cure by watering daily or with curing and sealing compound (scofield ‘cureseal’ or eq), or combinations thereof. If curing compound is used, apply at a rate specified by the manufacturer. Reinforcing steel shall conform to the ASTM A615, grade 40 (fy= 40 ksi) deformed bars for all bars. Contracting joints in slabs shall be not less than 1⁄4 of the slab thickness. Construction joint grid to be as square as possible and not exceed 100 square feet in area. All reinforcing steel shall be detailed and placed in conformance with the latest editions of the ACI 318 and the crsi “manual of standard practice for reinforced concrete construction”, and as modified by the drawings. All reinforcing bar bends shall be made cold. All reinforcing steel in slab on grade shall be accurately placed and supported by galvanized metal or plastic chairs, spacers or hangers 1 1⁄2” - 2” below top of slab. Provide the following minimum coverage: Cast against earth and permanently exposed to earth- 3” Exposed to earth or weather: #6 and larger- --2” #5 and smaller--1 1⁄2” All others per the latest edition of the ACI 318 Unless noted otherwise, reinforcing steel lap splices in concrete shall be class ‘b’ tension lap splices (2’- 0” min.) per the latest edition of the ACI 318. Stagger alternate splices a min. Of one lap length. Spliced bars shall be placed at the same effective depth unless noted otherwise. Minimum bar splices shall be 30 bar diameters. No splicing of vertical bars is allowed. GSPublisherVersion 0.0.100.100 Drawing Name Truoba Mini 117 Drawing Scale 1/4" = 1'-0" Layout ID 3 Crawl Foundation Plan Sheet Size ARCH-C Date 1/12/2024 Revision Company Title Truoba LLC Email: info@truoba.com Tel: +1 844-777-1105 Web: www.truoba.com Project Title This document and its design content is © Truoba LLC. Truoba LLC remains the ownership and copyright of the drawings and this house design. This document may not be reproduced in any form in whole or in part without the prior written permission of the copyright owner. 10'10'10'10'3" 3" 9' - 5 " 9' - 6 " 9' - 6 " 7'-10" 14' 18 ' 32'-5" 13 ' 10 ' - 8 " 18'-5" 5' 6'-6"6'-6"6'-6"6'-6"6'-5" 6' - 6 " 6' - 6 " 7'7' 5' - 3 " Girder Rim joist 8" wide concrete strip foundations must be specified by structural engineer. Concrete 3000 psi., must have min. 2x#4 reinforcement up and down. Stirrup #4 @ 10" o.c. Reinforcement ratio is 0.11 tonn/yd3 2"x10" joists at 16" o.c.. To be approved by local structural engineer. Fasteners d2 1/2"x0.113" @6" o.c Column Footings must be specified by structural engineer. Concrete 3000 psi., Reinforcement ratio is 0.1 tonn/yd3 Column Footings must be specified by structural engineer. Concrete 3000 psi., Reinforcement ratio is 0.1 tonn/yd3 4" Perforated foundation drainpipe around all foundation walls. Drainpipe to be directed to the sump pump, catch basin, or soak-pit. 1 1 2 2 3 3 4 4 5 5 A A B B D D C C E E S-01S-01 S-02 S-02 0" 1' - 3 / 4 " 2'' Vertical rigid insulation, Polystyrene, 3 lb/fc3 Vapour barrier 3/4'' Subfloor plywood Timber Rim Joist 2"x10"Timber Joist 2"x10" Floor finish Rigid insulation Timber Plate 2"x10", Fasteners d2 1/2"x0.113" @6" o.c 1/2" Drywall 2''X6'' Stud wall with rockwool insulation Vapour control layer (house wrap) 1/2'' OSB 1"x4" Vertical timber battens Exterior cladding Protective tinplate 4'' Drain Concrete footer must be specified by local structural engineer 10" concrete foundation. Must be specified by local structural engineer 2''X6'' Double floor plate 1/2" Anchor bolts at 6' o.c.max. 1 Crawl Foundation Plan 1/4" = 1'-0"01 Construction details03 NOTES Foundation structure must be specified and approved by local structural engineer of a location where this house is built. Structural engineer together with client and contractor must decide what variance of the foundation will be chosen. Crawl Space Ventilation. The under-floor space needs to have ventilation openings through foundation walls or exterior walls. 1 sq.ft. of screened vent space penetrating the perimeter foundation for every 150 sq.ft. of space in the crawl space, unless the ground surface is covered by Class 1 vapor retarder material. Where a Class 1 vapor retarder material is used, ventilation openings should not be less than 1 sq.ft. for each 1,500 sq.ft. of crawl space area. 1 vent opening required within 3' of each corner. (Section R408.1 IRC) A. Soil tests. In areas likely to have expansive, compressible, shifting or other unknown soil characteristics, KHC may require a soil test to determine the soil’s characteristics at a particular location. This test shall be made by an approved agency using an approved method. (Table R401.4.1 IRC) B. Compressible or shifting soil. When top or subsoils are compressible or shifting, such soils shall be removed to a depth and width sufficient to assure stable moisture content in each active zone and shall not be used as fill or stabilized within each active zone by chemical, dewatering or presaturation. (Section R401.4.2 IRC) C. Site should be excavated and the foundation designed to allow a minimum of 18" crawlspace headroom and a minimum of 6" clearance between the bottom of the exterior vinyl siding and the finished exterior grade. All below grade block foundation is to be coated with foundation coating/damp proofing. (Section R406.1 IRC) D. Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection so as to not create a hazard. Lots shall be graded so as to drain surface water away from foundation walls. The grade away from foundation walls shall fall a minimum of 6" within the first 10'. FOUNDATION NOTES Dimensions are to the outside edge of the concrete stem wall. Slope all exterior finished grades away from the building 6" in fall in first 10'. The contractor is responsible for all shoring, cribbing, sheet piling, etc. As required to safely retain excavations during construction. Foundation plates shall be redwood construction common or pressure- treated doug-fir and anchored to foundation w/ 1/2" dia. Anchor bolts w/ 7" min. Embedment max. Spacing 6' O.C. Unless noted otherwise. Minimum 2 anchor bolts per plate section. Max. 12" and min 7 bolt diameter from end of sill, middle 1/3 of width. All cast-in-place concrete shall conform to requirements of the AC 1301 “specifications for structural concrete.” Concrete shall be ready mixed concrete in accordance with astmc 94. Use type ‘a’ cement. Air entrainment shall be 4-6% U.N.O. All concrete to attain a minimum compressive strength of 3,000 psi @ 28 days. Cement shall conform to astmc 150, type a. Aggregate to be 3⁄4 nominal course. Maximum 4” slump for slabs on grade, and a maximum 7” for walls and footers. Do not tamp slabs. For all concrete use roller bud, vibrating screed or bull float as necessary to prevent honeycombing but not to the point of segregation. The concrete shall be chloride-free. Provide and install sleeves for utility openings prior to placing concrete. Concrete footings may be poured against neat excavations provided the required concrete coverage is maintained. Cure exposed concrete for 7 days (min.) in accordance with ACI 301 procedures in order to prevent cracking. Cure by watering daily or with curing and sealing compound (scofield ‘cureseal’ or eq), or combinations thereof. If curing compound is used, apply at a rate specified by the manufacturer. Reinforcing steel shall conform to the ASTM A615, grade 40 (fy= 40 ksi) deformed bars for all bars. Contracting joints in slabs shall be not less than 1⁄4 of the slab thickness. Construction joint grid to be as square as possible and not exceed 100 square feet in area. All reinforcing steel shall be detailed and placed in conformance with the latest editions of the ACI 318 and the crsi “manual of standard practice for reinforced concrete construction”, and as modified by the drawings. All reinforcing bar bends shall be made cold. All reinforcing steel in slab on grade shall be accurately placed and supported by galvanized metal or plastic chairs, spacers or hangers 1 1⁄2” - 2” below top of slab. Provide the following minimum coverage: Cast against earth and permanently exposed to earth- 3” Exposed to earth or weather: #6 and larger- --2” #5 and smaller--1 1⁄2” All others per the latest edition of the ACI 318 Unless noted otherwise, reinforcing steel lap splices in concrete shall be class ‘b’ tension lap splices (2’- 0” min.) per the latest edition of the ACI 318. Stagger alternate splices a min. Of one lap length. Spliced bars shall be placed at the same effective depth unless noted otherwise. Minimum bar splices shall be 30 bar diameters. No splicing of vertical bars is allowed. GSPublisherVersion 0.0.100.100 Drawing Name Truoba Mini 117 Drawing Scale 1/4" = 1'-0" Layout ID 4 Plumbing Plan Sheet Size ARCH-C Date 1/12/2024 Revision Company Title Truoba LLC Email: info@truoba.com Tel: +1 844-777-1105 Web: www.truoba.com Project Title This document and its design content is © Truoba LLC. Truoba LLC remains the ownership and copyright of the drawings and this house design. This document may not be reproduced in any form in whole or in part without the prior written permission of the copyright owner.WH 13'-9"7'-11"10'-9" 7' - 1 1 " 3' - 1 " 2' 1' - 2 " 7'7' 4' 4" DP 2" DP 4" DP T O C I T Y S E W E R 2'X2' IN S P E C T I O N CH A M B E R FCO Sink pipe Sink pipe WC pipe Shower pipe Washer pipe RECOVERY RATEGALLONS WATER HEATER SCHEDULE MARK MANUFACTURER/MODEL EWH-1&2 QUANTITY AREA SERVED 1 ELECTRICAL 21 GPHKITCHEN/RESTROOM 30 GALRHEEM: 82SV50-2 40AMP 240V,1P Plumbing Plan 1/4" = 1'-0"01 NOTES All plumbing drain fixtures are located in the center of 2"x4" stud walls. 2" sink/shower/bathtub drain pipe. 3" toilet drain pipe. 4" main house drain line pipe. GSPublisherVersion 0.0.100.100 Drawing Name Truoba Mini 117 Drawing Scale 1/4" = 1'-0" Layout ID 5 Floor Plan Sheet Size ARCH-C Date 1/12/2024 Revision Company Title Truoba LLC Email: info@truoba.com Tel: +1 844-777-1105 Web: www.truoba.com Project Title This document and its design content is © Truoba LLC. Truoba LLC remains the ownership and copyright of the drawings and this house design. This document may not be reproduced in any form in whole or in part without the prior written permission of the copyright owner. DR - 04 WHD 3'x7' WH DR - 04 WH D 3'x7' 6' - 7 1 / 2 " 6' - 4 1 / 2 " ±0" E l e v a t i o n - 02 E l e v a t i o n - 04 Elevation - 03 Elevation - 01 Living Area CA:228.45 sq ft Hall CA:46.15 sq ft Bathroom CA:42.97 sq ft Bedroom CA:122.21 sq ft Total house area CA:493.75 sq ft Deck area CA:629.21 sq ft WD - 02 WH D 4'x5' SH 2' DR - 01 WH D 3'x7' WD - 01 WHD 2'x3'-6" SH 3'-6" WD - 01 WHD 2'x3'-6" SH 3'-6" WD - 01 WHD 2'x3'-6" SH 3'-6" WD - 01 WHD 2'x3'-6" SH 3'-6" DR - 02 WHD 8'x7'DR - 03 WHD 6'x7' WD - 01 WH D 2'x3'-6" SH 3'-6" WD - 01 WH D 2'x3'-6" SH 3'-6" 1 1 2 2 3 3 4 4 5 5 A A B B D D C C E E 40'-3" 7'-10"32'-5" 14'7'-8 1/2"10'-8 1/2" 3'8'4'-9"2'6'-2"6'2'-6" 40'-3" 7'-10"32'-5" 14'18'-5" 2'-6"2'1'-6"2'1'-6"2'2'-6" 18 ' 10 ' - 8 " 28 ' - 8 " 5' 6' - 2 1 / 2 " 6' - 9 1 / 2 " 5' - 5 " 3' 2' - 7 " 4' 3' 28 ' - 8 " 18 ' 10 ' - 8 " 5' 13 ' 6' - 2 1 / 2 " 6' - 9 1 / 2 " 3' 2' 5' 2' 1' 13'-8 1/2"8'10'-8 1/2" 2' - 1 0 " 2'-10 1/2" 2' - 1 0 1 / 2 " 10'10'10'10'3" 3" 9' - 5 " 9' - 6 " 9' - 6 " 13 ' 8' S-01S-01 S-02 S-02 1/2" Drywall 2''X6'' Stud wall with rockwool insulation Vapour control layer (house wrap) 1/2'' OSB Exterior cladding 1/2" Drywall 2''X4'' Stud wall 1/2" Drywall EXTERIOR WALL INTERIOR WALL 1 First Floor Plan 1/4" = 1'-0"01 House structure and structural element sizes must be approved by structural engineer. NOTES Exterior cladding -Vinyl siding or Western Red Cedar or other type of exterior wood cladding chosen by owner. Exterior finish should be cladded using treated and impregnated natural softwood. Windows. Double glazed aluminium frame windows with argon or krypton filled gas. Finish in color selected from manufacturer's standard selection as follows: black or dark grey window finish. WHD - Wall Hole Dimension SH - Sill Height Interior doors. Timber frame interior doors with the finish of owner's choice. Recomended white or light timber texture door finish. Exterior doors. Double glazed aluminium frame doors with argon or krypton filled gas. Finish in color selected from manufacturer's standard selection as follows: black or dark grey doors finish. Dimensions of the exterior wall taken from the external stud wall side (2''x6''). Partition wall (2''x4'') dimensions taken from wall center. FRAMING NOTES All lumber, sheathing, and engineered wood components shall conform to guidelines from the AWC, NDS. All main level & upper-level exterior walls are 2x6 wood studs at 24" on center. All exterior walls to be platform framed to bottom of joist, rafter or truss with double top plate and single bottom plate. Load-bearing walls over 10' shall be 2x6 at 16" on center. All interior bearing walls are 2x4 wood studs at 16" on center, U.N.O. Interior bearing walls to be framed with double top plate and single bottom plate. Non-load bearing walls over 14' unsupported height shall be 2x6 at 16" on center. All other interior non-bearing walls shall be 2x4 wood studs at 24" on center. Provide treated wood sills where required by code. All 2-story frame walls (up to 19' plate height) shall be balloon framed with 2x6 studs @ 12" O.C. Unless noted otherwise on plans. Studs and plates shall be "Studs" or #2 structural light framing, hem-fir or better. Finger jointed studs allowed provided they meet stud grade quality. Provide "Solid studs," 2 minimum ganged studs in walls and at beam bearings as shown, continuous through solid blocking in floors. All single braced lvl's called out shall be framed with single-dimensional lumber of closest size. All multiple beams shall be glued, nailed, and/or bolted as per the manufacturer's recommendations. Framing work shall be installed plumb, level, true, and firmly secured, relative to elevations and dimensions as shown in the floor plans, building sections, and exterior elevations. All dimensional lumber shall be s4s unless otherwise noted. Use graded lumber and wood products as noted and where appropriate. All posts to be shown and provided with bearing support to the foundation. All exterior wall load-bearing headers of 4' or less to be continuous (2) 2x10 spf #2 separated with ½” cdx plywood unless noted otherwise. Nail as required. All framing cavities (I.E. Partition nailers, corners, etc,) shall be insulated as required by code. Engineered joists and beams shall be installed in compliance with the manufacturer's instructions to meet code and warranty requirements. All lumber in contact with concrete or exposed to weather shall be pressure treated. Doubled rafters @ ridge and hip locations, typical unless noted or detailed otherwise. Doubled joists and rafters @ all openings, typical unless otherwise detailed. Wood I-joists to be installed according to the manufactures instructions. Doubled trimmers shall be installed where the span exceeds 4’ unless otherwise noted. Layout plumbing walls, mechanical chases, and floor joists as necessary for plumbing requirements. Provide blocking between joists and rafters @ all bearing points and as required per code and/or manufacturer's specifications. Provide 2x solid blocking, furring, nailers, etc. Required for installation of sheetrock, cabinets, closet rods, bath accessories, shelves, drapes, etc. Provide fire blocking as required @ 8’ to 10’ A.F.F. or as required. Provide fire blocking @ floor/wall balloon framing interface, min. Typ. Provide appropriate Simpson or eq. Steel framing connectors as shown or as required for structural code compliance. U.N.O. Sheath entire building with ½” zip sheathing, taped and sealed. Insulate piping accordingly as needed to prevent freezing. GSPublisherVersion 0.0.100.100 Drawing Name Truoba Mini 117 Drawing Scale 1/4" = 1'-0" Layout ID 6 Roof Construction Plan Sheet Size ARCH-C Date 1/12/2024 Revision Company Title Truoba LLC Email: info@truoba.com Tel: +1 844-777-1105 Web: www.truoba.com Project Title This document and its design content is © Truoba LLC. Truoba LLC remains the ownership and copyright of the drawings and this house design. This document may not be reproduced in any form in whole or in part without the prior written permission of the copyright owner. 8"x10" Beam. To be approved by local structural engineer 1 1 2 2 3 3 4 4 5 5 A A B B D D C C E E S-01S-01 S-02 S-02 1' - 4 " 15 ' - 8 " 16'-8" 1'-4" 11 ' - 6 " 8'-8" 12 ' 13' 29 ' - 2 " 40'-10" 18 ' - 8 " 1 4 ' Timber beam. To be specified by local structural engineer Rafters 2"x10" (24" O.C.) to be specified by local structural engineer Ra f t e r s p a n Rafter span Roof Construction Plan 1/4" = 1'-0"01 NOTES Roof structural element sizes will vary by the location and requirements of local building codes. Entire roof structure must be specified and approved by local structural engineer of a location where this house is built. GSPublisherVersion 0.0.100.100 Drawing Name Truoba Mini 117 Drawing Scale 1/4" = 1'-0" Layout ID 7 Roof Plan Sheet Size ARCH-C Date 1/12/2024 Revision Company Title Truoba LLC Email: info@truoba.com Tel: +1 844-777-1105 Web: www.truoba.com Project Title This document and its design content is © Truoba LLC. Truoba LLC remains the ownership and copyright of the drawings and this house design. This document may not be reproduced in any form in whole or in part without the prior written permission of the copyright owner. 17' 16 ' 11 ' - 6 " 41'-5" 29 ' - 1 0 " 8'-8" Total roof surface area - 1300 sq. ft. 1 1 2 2 3 3 4 4 5 5 A A B B D D C C E E S-01S-01 S-02 S-02 2/12 Ro o f P i t c h (10 °) 2/12 Roof Pitch (10°) 1.3/12 Ro o f P i t c h (6°) 1.7/12 Roof Pitch (8°) 5' 18'-5" 35'-5" 21 ' Gutter Roof Plan 1/4" = 1'-0"01 NOTES All roof materials shall be installed per the manufacturer’s specifications. GSPublisherVersion 0.0.100.100 Drawing Name Truoba Mini 117 Drawing Scale 1/4" = 1'-0" Layout ID 8 Sections Sheet Size ARCH-C Date 1/12/2024 Revision Company Title Truoba LLC Email: info@truoba.com Tel: +1 844-777-1105 Web: www.truoba.com Project Title This document and its design content is © Truoba LLC. Truoba LLC remains the ownership and copyright of the drawings and this house design. This document may not be reproduced in any form in whole or in part without the prior written permission of the copyright owner. 3 2 7' 7'-10" 8'-10 1/2" -1"0" 11'-3" 9'-1/2" 12'-9 1/2" 9'-11 1/2" 8'-6" B D 7' 0"-1" 11'-3" 9'-1/2" 12'-9 1/2" 9'-11 1/2" 8'-10 1/2" 8'-6 1/2" House Section - 01 1/4" = 1'-0"01 House Section - 02 1/4" = 1'-0"02 NOTES All house structure must be specified and approved by local structural engineer of a location where this house is built. GSPublisherVersion 0.0.100.100 Drawing Name Truoba Mini 117 Drawing Scale 1/4" = 1'-0" Layout ID 9 Elevations Sheet Size ARCH-C Date 1/12/2024 Revision Company Title Truoba LLC Email: info@truoba.com Tel: +1 844-777-1105 Web: www.truoba.com Project Title This document and its design content is © Truoba LLC. Truoba LLC remains the ownership and copyright of the drawings and this house design. This document may not be reproduced in any form in whole or in part without the prior written permission of the copyright owner. 7' 0" 7' 9'-11 1/2" 3'-6" 12'-9 1/2"Zinc roof Window board (2''x4'') fixed on facade Rafters 8"x2" Beam 8"x10" WD - 01 WD - 01 WD - 01 2 5 2 Timber column (8''x4'') 5 2 -1"0" 7' 9'-9" 3'-6" 12'-9 1/2"Zinc roof Rafters 10"x2" Beam 8"x10" WD - 01 DR - 02 DR - 03 2 Timber column (8''x4'') B E 7' 0"-1" 7'-10" 9'-8 1/2" 12'-9 1/2" Zinc roof Window board (2''x4'') fixed on facade Horizontal vinyl exterior cladding Rafters 10"x2" Beam 8"x10" Rafters 8"x2" Timber board WD - 02 DR - 01 2 Timber column (8''x4'') E B A 7' -1" 7' 0" 3'-6" 8'-6 1/2" 12'-9 1/2"Zinc roof Horizontal vinyl exterior cladding Rafters 10"x2" Rafters 8"x2" Timber board WD - 01 WD - 01 2 Timber column (6''x3'') House Elevation - 01 1/4" = 1'-0"01 House Elevation - 03 1/4" = 1'-0"03 House Elevation - 02 1/4" = 1'-0"02 House Elevation - 04 1/4" = 1'-0"04 NOTES Windows. Double glazed aluminium frame windows with argon or krypton filled gas. Finish in color selected from manufacturer's standard selection as follows: black or dark grey window finish. Exterior doors. Double glazed aluminium frame doors with argon or krypton filled gas. Finish in color selected from manufacturer's standard selection as follows: black or dark grey doors finish. Exterior cladding - Vinyl siding or Western Red Cedar or other type of exterior wood cladding chosen by owner. Exterior finish should be cladded using treted and impregnated natural wood. All house structural elements must be specified and approved by local structural engineer of a location where this house is built. GSPublisherVersion 0.0.100.100 Drawing Name Truoba Mini 117 Drawing Scale 1/4" = 1'-0" Layout ID 10 Electrical Plan Sheet Size ARCH-C Date 1/12/2024 Revision Company Title Truoba LLC Email: info@truoba.com Tel: +1 844-777-1105 Web: www.truoba.com Project Title This document and its design content is © Truoba LLC. Truoba LLC remains the ownership and copyright of the drawings and this house design. This document may not be reproduced in any form in whole or in part without the prior written permission of the copyright owner. WH SDSD WP WP WP WP WP WP WP WPWP WP WP WP WP GFCI 3 PH D GFCI RS240GFCI GFCI GFCI GFCI 3 WP 3 3 W D GFCI MW DW WP WP WP WP WP WP WP GFCI TV 240 240 240 6'-6" 3' 5' - 6 " 4'-5" 2'-10"3'-8"3'-8"2'-10" 2' 2' - 2 " 4'-2" 3'-9" 3' - 1 / 2 " 5' 5' Power Panel WP GFCI 240 TV PH D 3 4 D WP SD CO W GF GD F D R OV DW DI WH S MW CLG. MOUNT VENT FAN CLG. MOUNT VENT FAN WITH LIGHT EXHAUST FAN CEILING FAN CEILING FAN WITH LIGHT LT FLOOR MOUNTED OUTLET WEATHER PROOF OUTLET 240V OUTLET GROUND FAULT CIRCUIT INTERRUPT DUPLEX OUTLET TV OUTLET PHONE OUTLET DATA OUTLET SMOKE DETECTOR CARBON MONOXIDE ALARM POWER PANEL WALL SWITCH THREE WAY SWITCH FOUR WAY SWITCH DIMMER SWITCH ELECTRICAL LEGEND RECESSED CAN LIGHT WEATHER PROOF RECESSED CAN LIGHT WP WALL MOUNTED LIGHT WEATHER PROOF PENDANT LIGHT CEILING MOUNTED LIGHT FIXTURESYMBOL ELECTRICAL LINE WALL MOUNTED LIGHT WALL SCONCE LIGHT 2-TUBE INCANDESCENT (COLD START BALLAST IN GARAGE) ARCH FAULT CIRCUIT INTERRUPT DUPLEX OUTLET APPLIANCE SCHEDULE FIXTURESYMBOL CLOTHES WASHER CLOTHES DRYER FURNACE HOT WATER HEATER GAS FIREPLACE INSERT GARAGE DOOR OPENER REFRIGERATOR OVEN DISHWASHER DISPOSAL STOVE MICROWAVE WEATHER PROOF CEILING FAN WP Electrical Plan 1/4" = 1'-0"01 NOTES It is the intent that all receptacles, switches and devices be centered on all finished surfaces, horizontally andvertically unless noted otherwise. Contractor shall coordinate all roof framing to allow the centering shown on this plan for all recessed lighting. If additional framing is required to accommodate this layout, the Contractor shall includesuch framing as part of the cost of the work. Any coordination shall take place during rough framing, prior to rough-in. All conduits, connection boxes, switch boards must be specified by electrical engineer. Receptacles (GFCI) - outlets installed in bathrooms, kitchen (receptacles that serve countertop surface and dishwasher), laundry, garage, unfinished accessory buildings, unfinished basement and crawl space to have Ground- Fault Circuit Interrupter. Receptacles (AFCI) - outlets installed in kitchen, family room, dining room, living room, parlor, library, den, bedrooms, sunroom, recreation room, closets, hallways and similar rooms to have Arch-Fault Circuit Interrupter. Outdoor Receptacles to have Ground-Fault Circuit Interrupter and to be WP. Receptacles to be Max. 12' O.C. (NEC 210-52) Smoke detectors shall receive their primary power from the building wiring. All bathroom to have Min. 50 CFM fan or a window. Per CEC article 210.11(C)3 all bathroom circuiting shall be either: A) A 20 ampere circuit dedicated to each bathroom or B) At least one 20 ampere circuit supplying only bathroom receptacle outlets. Install all receptacles, phone & TV jacks horizontally, 6" a.f.f. (above finished level) , U.N.O. (Unless Noted Otherwise). Install all switches vertically with centerline at approximately 42" a.f.f. Install all above counter outlets horizontally with a centerline of 40" a.f.f., U.N.O. Mount centerline of thermostats + keypads at 60" a.f.f. Center on switches below if applicable. Installation shall conform to current adopted NEC. If this requires the addition of receptacles, wiring, devices,special circuiting, breakers, interuppters, or other items not indicated on the plans, the electrician shall make the Contractor and Architect aware of any ommissions and shall include them as part of the cost of the work. GSPublisherVersion 0.0.100.100 Drawing Name Truoba Mini 117 Drawing Scale 1/4" = 1'-0" Layout ID 11 HVAC Plan Sheet Size ARCH-C Date 1/12/2024 Revision Company Title Truoba LLC Email: info@truoba.com Tel: +1 844-777-1105 Web: www.truoba.com Project Title This document and its design content is © Truoba LLC. Truoba LLC remains the ownership and copyright of the drawings and this house design. This document may not be reproduced in any form in whole or in part without the prior written permission of the copyright owner. Indoor air-handling unit (evaporator) Outdoor unit (condensor)EF-1 HVAC Plan 1/4" = 1'-0"01 Mini-split heating and cooling system GSPublisherVersion 0.0.100.100 Drawing Name Truoba Mini 117 Drawing Scale 1/4" = 1'-0" Layout ID 12 Furniture Plan Sheet Size ARCH-C Date 1/12/2024 Revision Company Title Truoba LLC Email: info@truoba.com Tel: +1 844-777-1105 Web: www.truoba.com Project Title This document and its design content is © Truoba LLC. Truoba LLC remains the ownership and copyright of the drawings and this house design. This document may not be reproduced in any form in whole or in part without the prior written permission of the copyright owner. WH 8'32'-9" 18 ' - 4 " 10 ' - 1 0 " LIVING AREA 13'x17' BEDROOM 10'X12' COVERED PORCH 41'-7" X 11'-6" COVERED PORCH 8'-3"X18-4" W/D BATHROOM 7'-7" X 5'-8" Furniture Plan 1/4" = 1'-0"01 GSPublisherVersion 0.0.100.100 Drawing Name Truoba Mini 117 Drawing Scale Layout ID 13 Door & Window Schedule Sheet Size ARCH-C Date 1/12/2024 Revision Company Title Truoba LLC Email: info@truoba.com Tel: +1 844-777-1105 Web: www.truoba.com Project Title This document and its design content is © Truoba LLC. Truoba LLC remains the ownership and copyright of the drawings and this house design. This document may not be reproduced in any form in whole or in part without the prior written permission of the copyright owner. Window name WD - 01 WD - 01 WD - 02 W x H Size 2'×3'-6"2'×3'-6"4'×5' Quantity 4 2 1 2D Symbol View from Exterior Orientation - outswing windows L R Window List Door name DR - 01 DR - 02 DR - 03 DR - 04 W x H Size 3'×7'8'×7'6'×7'3'×7' Quantity 1 1 1 2 Position Exterior Exterior Exterior Interior Orientation (L-left swing, R-right swing)R R R R 2D Symbol View from Exterior Door List GSPublisherVersion 0.0.100.100 Drawing Name Truoba Mini 117 Drawing Scale 1" = 1'-0" Layout ID 14 Construction Details Sheet Size ARCH-C Date 1/12/2024 Revision Company Title Truoba LLC Email: info@truoba.com Tel: +1 844-777-1105 Web: www.truoba.com Project Title This document and its design content is © Truoba LLC. Truoba LLC remains the ownership and copyright of the drawings and this house design. This document may not be reproduced in any form in whole or in part without the prior written permission of the copyright owner. 0" 8" 1/2" Drywall 2''X6'' Stud wall with rockwool insulation Floor finish Vapour control layer (house wrap) 1/2'' OSB 1"x4" Vertical timber battens Exterior cladding 4'' Concrete slab must be specified by local structural engineer Compacted hard-core ground layer Protective tinplate 2x4'' Vertical rigid insulation , Polystyrene, 3 lb/fc3 4'' Drain Concrete footer must be specified by local structural engineer 2'' Vertical rigid insulation, Polystyrene, 3 lb/fc3 2'' Vertical rigid insulation , Polystyrene, 3 lb/fc3 10" concrete foundation. Must be specified by local structural engineer 2''X6'' Double floor plate 1/2" Anchor bolts at 6' o.c.max. Vapour barrier - 10mil. vapor retarder with 6" min lap 1 Metal sheet roof 2''X6'' Double top plate 2''X10'' Roof eave Gutter Board finish Roof decking 1/2" Drywall Waterproofing membrane 10" Joist with rockwool insulation 0" 1' - 3 / 4 " 2'' Vertical rigid insulation, Polystyrene, 3 lb/fc3 Vapour barrier 3/4'' Subfloor plywood Timber Rim Joist 2"x10" Timber Joist 2"x10" Floor finish Rigid insulation Timber Plate 2"x10", Fasteners d2 1/2"x0.113" @6" o.c 1/2" Drywall 2''X6'' Stud wall with rockwool insulation Vapour control layer (house wrap) 1/2'' OSB 1"x4" Vertical timber battens Exterior cladding Protective tinplate 4'' Drain Concrete footer must be specified by local structural engineer 10" concrete foundation. Must be specified by local structural engineer 2''X6'' Double floor plate 1/2" Anchor bolts at 6' o.c.max. 1 0" Mi n . 1 8 " Min. 12" 4'' Concrete slab must be specified by local structural engineer Vapour barrier - 10mil. vapor retarder with 6" min lap 4'' Rigid insulation, Polystyrene, 3 lb/fc34'' Drain Min. 4" base coating 2'' Rigid insulation, Polystyrene, 3 lb/fc3 Compacted or previously undisturbed soil 1/2" Drywall 2''X6'' Stud wall with rockwool insulation Floor finish Vapour control layer (house wrap) 1/2'' OSB 1"x4" Vertical timber battens Exterior cladding Protective tinplate 2''X6'' Double floor plate 1/2" Anchor bolts at 6' o.c.max. 1 Stem-wall slab foundation detail 1" = 1'-0"02 Wall - Roof Detail 1" = 1'-0"01 Crawl Foundation Detail 1" = 1'-0"04 Monolithic slab foundation detail 1" = 1'-0"03 NOTES All house structural elements must be specified and approved by local structural engineer of a location where this house is built. Reinforcement ratio: Footings: (6*20/12*0.668*0.00045+13.08*2* 0.668*0.00045)/(1.67*20/12)/0.037=(0.003+ 0.008)/0.103=0.11 tonn/cuby Stem Wall: (7*20/12*0.668*0.00045+3.48*2* 0.668*0.00045)/(2.28*20/12)/0.037=(0.004+ 0.002)/0.141=0.04 tonn/cuby GSPublisherVersion 0.0.100.100 Drawing Name Truoba Mini 117 Drawing Scale Layout ID 15 Door & Window Details Sheet Size ARCH-C Date 1/12/2024 Revision Company Title Truoba LLC Email: info@truoba.com Tel: +1 844-777-1105 Web: www.truoba.com Project Title This document and its design content is © Truoba LLC. Truoba LLC remains the ownership and copyright of the drawings and this house design. This document may not be reproduced in any form in whole or in part without the prior written permission of the copyright owner. FIN. FLR. SW I N G D O O R HEAD THRESHOLD Header 1/2" shim space, typ. (Var i e s )3/8" 1 3/8" PO C K E T D O O R FIN. FLR. PO C K E T D O O R HEAD THRESHOLD SWING DOOR SILL HEAD Fi n i s h o p e n i n g Header Header Header 2 1 / 2 " 1" 1 1 / 2 " 1 1/2" 1" 1 1 / 2 " 1/ 4 " 1/4" EQ.2 1/4"EQ. 1/2" 1/ 2 " 1/ 2 " 1 1 / 4 " 1/ 4 " 6 1/2" 1/ 4 " 1 1 / 4 " 1/4" EQ. 3/8"1 1/2"3/8" EQ. 1 1 / 2 " 1 1 / 4 " 1 3/8" 1/ 2 " 1/4" 1 1/2" 4 3 / 4 " 1 3 / 4 " 6 1 / 2 " 1/ 4 " 1/4" 1 1/2" 1/ 4 " 3/ 4 " 5 3/4" Homeslicker Waterproofing sheating Siding, material/finish (to be coordinated with owner) Brake formed metal head flashing Align with doors Trim (coordinated type/finish with owner) Blocking to make up for homeslicker thickness, typical at all trim Membrane flashing, wrap ratio, typical cover nailing flange attachment bed nailing flange in sealant, typical. Door cladding, typical Low expansion foam insulation at rough opening, (typical interior/exterior) Painted Gypsum wall board returns, typical Painted wood trim, typical at jambs/head Painted Gypsum wall board Clad inswing door (coordinated with owner any screen requirements) typical Low expansion foam insulation at rough opening, (typical interior/exterior) Waterproofing sheating Siding, material/finish to be coordinated with owner Homeslicker Blocking to make up for homeslicker thickness, typical at all trim Trim (coordinated type/finish with owner) Membrane flashing, wrap ratio, typical Bed nailing flange in sealant, typical. Align with doors Sliding door hardware Painted wood head trim Painted wood jamb trim Contains 1/2" Groove for guide Surface mounted guide (Mount on floor in pocket) Align Painted Gypsum wall board Painted Wood Jamb Painted Gypsum Wall board Rare Earth margnet/Cup Recessed in Jamb trim and door edge, (typical at all pocket doors) Corner bead at all corners, typical Rare earth magnet/cup recessed in head trim and door face, at all closet doors and mech/storage door Painted Wood Head Trim Painted Wood Jamb Trim Align with doors Painted Gypsum wall board Painted Custom milled door jam with 1/4"X1/4" Rabbeted reveal at perimeter as shown Corner bead at all corners, typical Stainley Heavy Duty Pivot Hinge Block Jamb for Pivot Hinge and Door buck attachment as Req'd Insulation thickness determined by local climate conditions. Design to prevent thermal bridging and conditions that would precipitate interior condensation, (typical entire project) Lead coated copper sill pan, cut foam substrate to drain toward exterior terminate to cold side of thermal break, separate dissimilar metals, typical Full-height casement/fixed window panel Wood sill, mill rabbeted reveal as shown, scribe to floor (coordinated finish with owner) Align with adjacent wall finish surface (2) Layers painted plywood anchor to slab per structural engineer's design XPS insulation (thermal break) 1/4" high Back dam Shim as required Membrane flashing Siding, material/finish (to be coordinated with owner), typical Homeslicker Waterproofing sheathing Blocking to make up for homslicker thickness, typical at all trim Trim (coordinate type/finish with owner) Membrane flashing (wrap ratio), typical Bed nailing flange in sealant, typical Finish paint any primed wood window surfaces, typical Low expansion foam insulation at rough opening, typical interior/exterior Painted Gypsum wall board returns, typical Siding, material/finish (to be coordinated with owner) Waterproofing sheating Brake formed metal head flashing Trim (coordinated type/finish with owner) Blocking to make up for homslicker thickness, typical at all trim Align with doors Membrane flashing, wrap ratio, typical cover nailing flange attachment bed nailing flange in sealant, typical. Clad window typical Painted Gypsum Wall Board returns, typical Low expansion foam insulation at rough opening, typical interior/exterior Painted Gypsum Wall Board returns, typical Clad window typical 1/2" Sill Dam Homeslicker Subsill, material/finish (to be coordinated with owner) Waterproofing sheathing Membrane pan flashing, at entire rough opening Homeslicker Typical exterior swing door header detail01 Typical exterior swing door jamb detail02 Typical interior pocket door detail05 Typical interior pocket door jamb detail06 Typical interior swing door detail03 Typical interior swing door jamb detail04 Floor window sill detail09 Typical window jamb detail08 Typical window detail07 2 1/2" 2 1/2" 2 1 / 2 " GSPublisherVersion 0.0.100.100 Drawing Name Truoba Mini 117 Drawing Scale Layout ID 16 Plumbing Specifications Sheet Size ARCH-C Date 1/12/2024 Revision Company Title Truoba LLC Email: info@truoba.com Tel: +1 844-777-1105 Web: www.truoba.com Project Title This document and its design content is © Truoba LLC. Truoba LLC remains the ownership and copyright of the drawings and this house design. This document may not be reproduced in any form in whole or in part without the prior written permission of the copyright owner. KITCHEN 3/4" T&P DRAIN, AND AUX DRAIN LINE TO ELL TO FLOOR SINK. EWH-1 1/2" 1" MASTER BATHROOMBATHROOM 1/2" 4" 2" WC LV 2" 1/2" TMV 2" 2" SHOWER 2" 1/2" KITCHEN SINK 2" 1/2" TMV 2" 2" BATH TUBE 2" 1/2" 2" SHOWER 2" 1/2" 1/2" 4" 2" WC LV 2" 1/2" TMV 2" 1 1/4" CW 2" VTR RECOVERY RATEGALLONS WATER HEATER SCHEDULE MARK MANUFACTURER/MODEL EWH-1&2 QUANTITY AREA SERVED 1 ELECTRICAL 21 GPHKITCHEN/RESTROOM 30 GALRHEEM: 82SV50-2 40AMP 240V,1P PLUMBING LEGEND NEW VENT EXIST. SEWER OR WASTE CA BACKFLOW PREVENTER W SOV'S PIPE DOWN PIPE UP T & P PRV EXIST. CONDENSATE DRAIN FLOOR CLEANOUT WALL CLEANOUT NEW SEWER OR WASTE WCO CA FCO COMPRESSED AIR V CD (E) SS or W W (E) SYMBOL ABBREV DESCRIPTION NEW HOT WATER EXISTING COLD WATER NEW COLD WATER HW CW CW (E) NEW CONDENSATE DRAIN EXISTING GAS NEW GAS CD G G (E) EXIST. VENTV (E) EXIST. HOT WATERHW (E) FLOOR DRAINFD FLOOR SINKFS TRAP PRIMER & TRAP PRIMER PIPINGTP SHUT-OFF VALVESOV CHECK VALVECV POINT OF CONNECTIONPOC 7 PLUMBING NOTE CALL-OUT- UP DN ON CENTER NOT TO SCALE OC NTS GR GRADE CONTINUATION ELEVATION FL FIN FLOOR FINISH EL CONT CLG CEILING BUILDING ABOVE FINISH FLOOR ACCESS PANEL BLDG BEL AP AFF BELOW ABOVE ABV ABOVE VENT THRU ROOF SLOPE AT A PERCENTAGE VTR TYP SHT TYPICAL SHEET S= % SPECIAL NOTICE TO CONTRACTORS 1. ALL CONTRACTORS (GENERAL CONTRACTOR AND SUB-CONTRACTORS) BIDDING THISPROJECT ARE REQUIRED TO VISIT THE JOB SITE AND VERIFY THE EXISTING CONDITIONSPRIOR TO SUBMITTING THEIR BID. CONTRACTORS ARE TO CAREFULLY REVIEW ALLCONSTRUCTION DOCUMENTS AND NOTE ANY DISCREPANCIES BETWEEN THE CONSTRUCTIONDOCUMENTS AND THE CONDITIONS OBSERVED AT THE JOB SITE PRIOR TO SUBMISSIONOF ANY BID. THE BUILDING OWNER REPRESENTATIVE LISTED BELOW MAY BE CONTACTEDFOR ACCESS TO THE JOB SITE. 2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING THE LOCATION AND CONDITION OF ALLPOINTS OF CONNECTION, LOCATION AND CONDITION OF ALL BUILDING(ROOF/FLOOR/CEILING) PENETRATIONS, LOCATION AND CONDITION OF ALL UTILITIES ANDBUILDING SYSTEMS INCLUDING, BUT NOT LIMITED TO, GAS, WATER, SEWER, VENT,ELECTRICAL, BUILDING MECHANICAL SYSTEMS, DUCT CONNECTIONS, EXHAUST/OUTSIDE AIRCONNECTIONS, SECURITY, FIRE ALARM, DATA, AND PHONE PRIOR TO SUBMISSION OFTHEIR BID. 3. ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND THE CONDITIONSOBSERVED SHALL BE BROUGHT TO THE ATTENTION, IN WRITING, TO THE ARCHITECTAND/OR ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. COORDINATE ENTIRE INSTALLATION OF THE PLUMBING SYSTEM WITH THE WORK OF OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. REPORT ANY DISCREPANCIES, IN WRITING, TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS WITH ALL CHANGES NOTED THEREON AT THE COMPLETION OF THE PROJECT IN ACCORDANCE WITH THE SPECIFICATIONS. 5 6. THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE. CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE THE BEST ARRANGEMENT OF ALL DUCT, PIPE, CONDUIT, ETC. 7. ALL CUTTING AND PATCHING OF THE EXISTING STRUCTURE SHALL BE PROVIDED UNDER OTHER SECTIONS OF THE WORK. PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT. 8. ALL HOT WATER PIPING AND RECIRCULATION PIPING (EXCEPT RUNOUTS 12 FT. OR SHORTER TO INDIVIDUAL FIXTURES) SHALL BE INSULATED TO MEET THE REQUIREMENTS OF THE APPLICABLE CODE. 9. CONDENSATE DRAINS SHALL BE PROVIDED FOR EACH AIR CONDITIONING UNIT. HORIZONTAL CONDENSATE DRAINS ABOVE ANY CEILING SHALL BE INSULATED WITH MIN. 3/8" THICK CLOSED CELL INSULATION. 10. PIPING: A. WASTE, VENT, AND STORM DRAIN PIPING SHALL BE CO-EXTRUDED PVC SCHEDULE 40) PIPE B. WATER PIPE SHALL BE CPVC PIPE C. CONDENSATE PIPING SHALL BE CO-EXTRUDED PVC (SCHEDULE 40) PIPE D. INSIDE GAS PIPING SHALL BE BLACK IRON SCHEDULE 40 WITH MALLEABLE IRON FITTINGS. OUTSIDE SHALL BE GALVANIZED IRON SCHEDULE 40 WITH GALVANIZED FITTINGS . GAS LINE TO BE PAINTED GRAY IN COLOR. A 24 HOUR METERED GAS TEST SHALL BE REQUIRED. ANY WINDOW, DOOR, OPENING, OR AIR INTAKE. 12. CLEANOUTS SHALL BE INSTALLED PER THE APPLICABLE CODE. 13. PROVIDE WATER TIGHT FLASHINGS WHEREVER PIPES PASS THROUGH EXTERIOR WALLS, ROOFS, OR FLOORS. 14. PROVIDE ISOLATION FOR ALL PIPES THAT COME IN CONTACT WITH THE STRUCTURE. 15. LOCATION OF EXISTING UTILITIES AND POINTS OF CONNECTION ARE APPROXIMATE. CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF EXISTING UTILITIES AND SERVICES PRIOR TO STARTING WORK OF THIS SECTION. IF INDICATED POINTS OF CONNECTION CANNOT BE MADE TO EXISTING UTILITIES AS FOUND, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO INSTALLING ANY WORK WHICH MAY BE AFFECTED. 16. VALVES SHALL BE NIBCO, JENKINS, HAMMOND, RED & WHITE OR APPROVED EQUAL. SERVICE PRESSURE SHALL BE SUITABLE FOR SERVICE INTENDED. THE MAIN WATER SHUT OF VALVE SHALL BE A FULL PORT BALL TYPE AND APPROVED FOR SERVICE INTENDED. 17. CONTRACTOR SHALL PROVIDE ALL SHUT OFF VALVES AS NECESSARY TO ISOLATE ANY EQUIPMENT, PLUMBING ITEMS, OR FIXTURES, THAT MAY NEED SERVICING OR ARE SUBJECT TO FAILURE WHETHER OR NOT SUCH VALVES ARE SHOWN ON THE DRAWINGS. 18. PROVIDE HANGERS AND SUPPORTS AS REQUIRED. PLUMBERS TAPE AND WIRE ARE NOT ACCEPTABLE. 19. CONTRACTOR IS RESPONSIBLE FOR HIS OWN TRENCHING, BACKFILL, AND COMPACTION OF TRENCHES NECESSARY TO COMPLETE HIS SCOPE OF WORK. BACKFILLED TRENCHES SHALL BE RETURNED TO THEIR ORIGINAL GRADE UNLESS NOTED OTHERWISE. 20. CONTRACTOR SHALL AFFIX A MAINTENANCE LABEL TO ALL EQUIPMENT REQUIRING ROUTINE MAINTENANCE AND SHALL PROVIDE MAINTENANCE AND OPERATIONAL MANUALS IN ACCORDANCE WITH THE SPECIFICATIONS. 21. ALL EQUIPMENT THAT REQUIRES KEYS OR SPECIAL TOOLS TO OPERATE SHALL SUPPLY THE OWNER WITH TWO OF ANY SUCH KEYS OR TOOLS FOR EACH PIECE OF EQUIPMENT THAT REQUIRE THE SAME. 25. ANY CHANGE OR DEVIATION FROM THESE PLANS OR SPECIFICATIONS SHALL REQUIRE THE APPROVAL, IN WRITING, OF THE ENGINEER PRIOR TO COMMENCEMENT OF SUCH WORK. GENERAL NOTES 11. ALL VENTS OR EXHAUSTS SHALL BE AT LEAST 10 FT. AWAY OR 3 FT. ABOVE USING STANDOFF BRACKETS CONCEALED SHALL BE SECURED 6" OFF THE FLOOR AND 3/4" FROM THE WALLS THE BUILDING STRUCTURE TO AS GREAT EXTENT AS POSSIBLE. ALL LINES NOT 26. ALL PLUMBING, ELECTRICAL, AND GAS LINES SHALL BE CONCEALED WITHIN THE 27. AN APPROVED BACKFLOW PREVENTOR SHALL BE PROPERLY INSTALLED UPSTREAM OF ANY POTENTIAL HAZARD BETWEEN THE POTABLE WATER SUPPLY AND SOURCE OF COMTAMINATION. 28. WATER SUPPLY CARBONATORS SHALL BE PROTECTED BY AN APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTOR. THE RELIEF VALVE SHALL DRAIN IN-DIRECTLY TO A FLOOR SINK WITH A 1" MIN. AIR GAP. 1. THE INTENT OF THESE PLANS AND SPECIFICATIONS IS TO INCLUDE ALL LABOR, EQUIPMENT, MATERIALS, AND SERVICES NECESSARY TO FURNISH, INSTALL, TEST, AND ADJUST A COMPLETE WORKABLE PLUMBING INSTALLATION AS SHOWN, PRESCRIBED, OR REASONABLY IMPLIED BUT NOT LIMITED TO THAT EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS, BUT NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE INTENT THEREOF. 2. THE ENTIRE INSTALLATION SHALL CONFORM TO THE APPLICABLE CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION. IN THE EVENT OF CONFLICT BETWEEN SPECIFICATIONS, CODES, AND REGULATIONS, THE MORE RESTRICTIVE SHALL APPLY. PROVIDE ONE YEAR WARRANTY ON ALL PARTS AND LABOR. ROOF PENETRATIONS SHALL COMPLY WITH "SMACNA" AND "NRCA" STANDARDS, AND WITH THE REQUIREMENTS OF THE EXISTING ROOFING WARRANTY, IF APPLICABLE. DO NOT PERFORM ROOFING PENETRATIONS IN A MANNER WHICH WOULD VOID OR OTHERWISE LIMIT THE EXISTING ROOFING WARRANTY. TEST WATER SYSTEM UNDER 150 PSIG HYDROSTATIC PRESSURE, FOR FOUR (4) HOURS MINIMUM. WHEN TESTING INDICATES MATERIALS OR WORKMANSHIP IS DEFICIENT, REPLACE OR REPAIR AS REQUIRED, AND REPEAT TEST UNTIL STANDARDS ARE ACHIEVED. REPAIR EXISTING PLUMBING SYSTEM COMPONENTS DAMAGED BY CONSTRUCTION OPERATIONS AND RESTORE TO ORIGINAL CONDITIONS. INSTALLATION: THOROUGHLY CLEAN ITEMS BEFORE INSTALLATION. CAP PIPE OPENINGS TO EXCLUDE DIRT UNTIL FIXTURES ARE INSTALLED AND FINAL CONNECTIONS HAVE BEEN MADE. PROCEED AS RAPIDLY AS CONSTRUCTION WILL PERMIT. SET FIXTURES LEVEL AND IN PROPER ALIGNMENT. INSTALL SUPPLIES IN PROPER ALIGNMENT WITH FIXTURES. INSTALL SILICONE SEALANT BETWEEN FIXTURES AND ADJACENT MATERIAL, FOR SANITARY JOINT, AND OMIT ESCUTCHEONS. PIPING SYSTEM- PVC SCHEDULE 40, SCHEDULE 80 AND CPVC PIPE WITH SOLVENT FITTINGS SHALL BE USED WHERE PEMITTED BY CODE/LOCAL AUTHORITIES. SHUTOFF VALVES, WITH UNIONS SHALL BE PROVIDED FOR SERVICE TO EACH PLUMBING FIXTURE, FOOD SERVICE EQUIPMENT ITEM OR OTHER EQUIPMENT ITEM, TO FACILITATE ISOLATION FOR REPAIR OR REPLACEMENT . VALVES SHALL BE EQUAL TO JENKINS #902-T BALL VALVE, CHROME-FINISHED BRONZE, TEFLON SEATS AND PACKING, 400 LB. W.O.G., SOLDER END. PIPE INSULATION: INSULATE (AS ALLOWED BY CODE) ALL LISTED SERVICE PIPING AS FOLLOWS. DOMESTIC COLD/HOT WATER, HOT WATER RETURN, STORM WATER PIPING. PROVIDE 1" PREFORMED FIBERGLASS, ASJ/SS-11, FLAME SPREAD 25, SMOKE DEVELOPED 50, ASTM C-547. FOR CONDENSATE PIPING PROVIDE 1/2" THICK INSULATION OF SAME CHARACTERISTICS AS LISTED FOR 1" ABOVE. WHERE PERMITTED BY LOCAL CODES, PROVIDE 1/2" SELF-ADHESIVE UNICELLULAR FOAM PIPE INSULATION WITH PRE-FORMED PVC FITTING COVERS - EQUAL TO SELF-ADHESIVE ARMSTRONG 2000 WITH K FACTOR OF 0.27 AT 75 DEGREES MEAN TEMPERATURE. INSULATE ANY EXPOSED CONDENSATE PIPING WITH WASTE TEMPERATURE BELOW 60 DEGREES F. WATER DISTRIBUTION PIPING: LAYOUT WATER PIPING SO THAT THE ENTIRE SYSTEM CAN BE DRAINED. HOT AND COLD WATER PIPING SHALL BE 1/2" MIN. CPVC PIPE WITH SOLVENT FITTING. PROVIDE WATER HAMMER ARRESTERS AT EACH FIXTURE OR GROUP OF FIXTURES AS REQUIRED. INSTALL CHROME PLATED BRASS ESCUTCHEON PLATES AT ALL PENETRATIONS THROUGH FINISHED SURFACES (INCLUDING CABINET INTERIORS). CLEANOUTS: PROVIDE CLEANOUTS AT THE END OF EACH HORIZONTAL RUN, AND AT THE BASE OF ALL VERTICAL WASTE AND DRAIN PIPES. CLEANOUTS SHALL BE OF THE SAME SIZE AS THE PIPES THEY SERVE, CONFORMING TO CODE REQUIREMENTS. PROVIDE SUITABLE WALL OR FLOOR CLEANOUTS WITH ACCESSORIES TO OBSCURE FROM VIEW. FIXTURES/EQUIPMENT FURNISHED BY OTHERS: PLUMBING CONTRACTOR SHALL PROVIDE UTILITY CONNECTIONS REQUIRED SUCH AS WATER, GAS, AIR, SUPPLIES, WASTE OUTLET, TRAPS, ETC. AT ALL PLUMBING TYPE FIXTURES OR EQUIPMENT FURNISHED BY OWNER, GENERAL CONTRACTOR, FOOD SERVICE CONTRACTOR, EQUIPMENT SUPPLIER, ETC. INCLUDED ARE STOP VALVES, ESCUTCHEONS, AND CHROME PLATED BRASS TUBING WITH COMPRESSION FITTINGS. PROVIDE ALL FITTINGS, ACCESSORIES, OFFSETS, AND MATERIALS NECESSARY TO FACILITATE THE PLUMBING SYSTEM'S FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT INDICATED. PIPING SYSTEMS - GENERAL: ALL PIPING SHALL BE RUN PARALLEL TO BUILDING LINES AND SUPPORTED AND ANCHORED AS REQUIRED TO FACILITATE EXPANSION AND CONTRACTION. ALL PIPING SHALL BE CONCEALED EXCEPT IN UNFINISHED SPACES. INSTALL AS REQUIRED TO MEET ALL CONSTRUCTION CONDITIONS AND TO ALLOW FOR INSTALLATION OF OTHER WORK SUCH AS DUCTS AND ELECTRICAL CONDUIT. AT ALL CONNECTIONS BETWEEN FERROUS PIPING AND NONFERROUS PIPING, PROVIDE AN ISOLATING DIALECTIC UNION. ALL HANGERS SHALL BE COMPATIBLE WITH PIPING MATERIAL TO PREVENT CORROSION. COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS, AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. THE INTENT OF THE DRAWINGS IS TO INDICATE THE GENERAL EXTENT OF WORK REQUIRED FOR THE PROJECT. THE DRAWINGS FOR PLUMBING WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, FIXTURES AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENTS. REFER TO MANUFACTURER'S STANDARD ROUGH-IN DRAWINGS FOR PLUMBING FIXTURE INSTALLATION REQUIREMENTS. COMPLY WITH ALL APPLICABLE ADA INSTALLATION REQUIREMENTS. WARRANTY: PROVIDE LABOR AND MATERIALS TO REPAIR OR REPLACE DEFECTIVE PARTS AND MATERIALS AS REQUIRED FOR ONE YEAR AFTER SUBSTANTIAL COMPLETION OR OWNER ACCEPTANCE OF THE COMPLETED PROJECT. PROVIDE A SEPARATE LINE ITEM DEDUCT AMOUNT ON THE PROPOSAL FORM TO DELETE WARRANTY SERVICE, AT THE OWNER'S OPTION. HOOK-UP CHARGES, PERMITS AND ALL OTHER EXPENSES RELATED TO A COMPLETE AND FUNCTIONING PLUMBING SYSTEM ARE INCLUDED AS A PART OF THIS SECTION. THE WORK INCLUDES MODIFICATION TO THE EXISTING PLUMBING SYSTEM AND PROVIDING NEW MATERIALS, FITTINGS AND ACCESSORIES NECESSARY FOR A COMPLETE FUNCTIONING PLUMBING SYSTEM. THE WORK ALSO INCLUDES ROUGH-IN AND FINAL CONNECTIONS TO FOOD SERVICE EQUIPMENT AND BEVERAGE DISPENSING EQUIPMENT PROVIDED BY OTHERS. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND/OR ORDINANCES AND IS SUBJECT TO INSPECTION. PLUMBING SPECIFICATIONS E. ALL PIPING NOT ENCLOSED IN CONDITION SPACE OR AT EXTERIOR WALLS SHALL BE INSULATED. F. PIPING: PVC SCHEDULE 40, SCHEDULE 80 AND CPVC PIPING WITH SOLVENT WELD FITTINGS SHALL BE USED WHERE PERMITTED BY CODE/LOCAL AUTHORITIES ACCESS PANELS SHALL BE PROVIDED WHERE CONCEALED CONTROL DEVICES, VALVES, ETC. ARE CONCEALED WITHIN WALLS. WHERE ACCESS FOR ADJUSTMENT AND MAINTENANCE IS POSSIBLE THROUGH LAY-IN SUSPENDED CEILINGS, ACCESS PANELS ARE NOT REQUIRED. SEWER AND WASTE PIPING: PROVIDE ALL DRAINS AND SEWERS WITHIN THE SPACE WITH CONNECTION TO THE EXISTING DRAINAGE SYSTEMS ON-SITE. SANITARY DRAINAGE PIPING ABOVE FLOOR SHALL BE CO-EXTRUDED PVC DWV (SCHEDULE 40) PIPE, FITTINGS AND CONNECTIONS. SANITARY DRAINAGE PIPING BELOW GRADE SHALL BE CO-EXTRUDED PVC DWV (SCHEDULE 40) PIPE WITH SOLVENT WELD FITTINGS MAY BE USED (WHERE PERMITTED BY CODE/LOCAL AUTHORITIES). ALL DRAINAGE PIPING SHALL BE UNIFORMLY PITCHED, 1/4" PER FOOT UNLESS OTHERWISE REQUIRED BY EXISTING CONDITIONS, OR INDICATED ON THE DRAWINGS. VENTS: PROVIDE A COMPLETE SYSTEM OF STANDARD WEIGHT CAST IRON NO-HUB VENT RISERS WHERE THE CEILING SPACE IS USED AS A RETURN AIR PLENUM OR USE CO-EXTRUDED PVC DWV (SCHEDULE 40) PIPE (WHERE PERMITTED BY CODE/LOCAL AUTHORITIES) WHERE THERE IS A DUCTED RETURN AIR SYSTEM. DO NOT USE PVC PIPE IN RETURN AIR PLENUM SPACES. THE VENT SYSTEM SHALL BE CARRIED THROUGH THE ROOF WITH APPROPRIATE FLASHING. CONDENSATE AND INDIRECT DRAIN PIPING:PIPING ABOVE FLOOR SHALL BE CO-EXTRUDED PVC DWV (SCHEDULE 40) PIPE, FITTINGS AND CONNECTIONS. PIPING BELOW GRADE SHALL BE CO-EXTRUDED PVC DWV(SCHEDULE 40) PIPE WITH SOLVENT WELD FITTINGS. COMPRESSED XINSIDE AIR OUTSIDE X COPPER TYPE "M" OUTSIDE STORM DRAIN DRAINAGE CONDESATE INDIRECT GAS PIPING INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE SANITARY VENT SANITARY DRAIN WATER PIPING SERVICE INSIDE INSIDE INSIDE OUTSIDE OUTSIDE PIPE MATERIAL SCHEDULE IRON CAST X X X X X X COPPER TYPE "L"TYPE "K" COPPER X X STEEL BLACK GALV. STEEL VTRI. CLAY ABS NOTES: X SCH.40 PVC X X X X X SCH.80 CPVC SPECIFICATIONS ON THIS SHEET. ALL SUCH ITEMS MUST MEET REQUIRED, USE THE EQUIPMENT AND HARDWARE AS SPECIFIED NECESSARY STEPS TO ACCOMPLISH SUCH. IF REPLACEMENT IS EQUIPMENT IS IN PROPER WORKING ORDER, OR TAKE THE OWNER'S GENERAL CONTRACTOR SHALL VERIFY THAT ALL SUCH IF DRAWINGS CALL FOR THE REUSE OF EXISTING EQUIPMENT, THE ALL GOVERNING CODES AND STANDARDS OF PRACTICE. ON THESE SCHEDULES OR AS CALLED OUT IN THE EXISTING SANITARY SEWER AND EXISTING DOMESTIC WATER SHALL EMPLOY THE OWNER'S ROOFER FOR THIS WORK TO THE RESPONSIBILITY OF THE PLUMBING SUBCONTRACTOR. HE ROOF OPENINGS FOR PLUMBING AND RELATED WORK SHALL BE UNDER FLOOR PLUMBING ROUGH-IN FOR REST ROOMS SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR AND SLAB BROUGHT UP TO CODE. THE SPRINKLER CONTRACTOR SHALL SURVEY THE EXISTING SPRINKER SYSTEM, ANY REQUIRED MODIFICATIONS SHALL BE CONNECTIONS REFER TO SHEET P3.0 FOR LOCATIONS. 5. DEPRESSIONS. CONTRACTOR TO FIELD VERIFY LOCATIONS AND TIE-ENDS 4. 3. RESPONSIBILITY NOTES MAINTAIN THE ROOF BOND. 1. 2. INTERNATIONAL BUILDING CODE INTERNATIONAL ENERGY CONSERVATION CODE INTERNATIONAL EXISTING BUILDING CODE INTERNATIONAL FIRE CODE INTERNATIONAL FUEL AND GAS CODE INTERNATIONAL MECHANICAL CODE INTERNATIONAL PLUMBING CODE INTERNATIONAL PROPERTY MAINTENANCE CODE INTERNATIONAL RESIDENTIAL CODE INTERNATIONAL SWIMMING POOL & SPA CODE NFPA 101 LIFE SAFETY CODE NATIONAL ELECTRICAL CODE CODES AND STANDARDS 2018 EDITION 2018 EDITION 2018 EDITION 2018 EDITION 2018 EDITION 2018 EDITION 2018 EDITION 2018 EDITION 2018 EDITION 2018 EDITION 2018 EDITION 2017 EDITION Plumbing Specifications GSPublisherVersion 0.0.100.100 Drawing Name Truoba Mini 117 Drawing Scale Layout ID 17 Electrical Specifications Sheet Size ARCH-C Date 1/12/2024 Revision Company Title Truoba LLC Email: info@truoba.com Tel: +1 844-777-1105 Web: www.truoba.com Project Title This document and its design content is © Truoba LLC. Truoba LLC remains the ownership and copyright of the drawings and this house design. This document may not be reproduced in any form in whole or in part without the prior written permission of the copyright owner. MOUNTING HEIGHT OVER OBSTRUCTIONS DETAIL NO SCALE THE EQUIPMENT, PLUS A MINIMUM OF 30" TOTAL LEFT/RIGHT CLEARANCE. A CLEARANCE OF 36" MINIMUM SHALL BE MAINTAINED IN FRONT OF ELECTRICAL EQUIPMENT FOR THE ENTIRE WIDTH OFB.) TO REMAIN CLEAN FROM THE EQUIPMENT TO 25' ABOVE OR TO THE BOTTOM OF THE STRUCTURAL SLAB. NO PIPING OR DUCTWORK OF ANY KIND SHALL BE INSTALLED ABOVE ANY SWITCHBOARD OR PANELBOARD. THIS AREAA.) WITH ELECTRICAL EQUIPMENT CLEARANCES: THE ELECTRICAL, GENERAL, HVAC, AND PLUMBING CONTRACTOR(S) SHALL STRICTLY ADHERE TO THE FOLLOWING ITEMS WHEN DEALING MANUFACTURER'S NAMEPLATE REQUIREMENTS MUST BE INSTALLED AT THE EQUIPMENT. DISCONNECTS AT HVAC EQUIPMENT. IF NOT LISTED, THEN A FUSED DISCONNECT IN ACCORDANCE WITH THE EQUIPMENT HVAC AIR HANDLER AND CONDENSING UNIT CIRCUIT BREAKERS MUST BE U.L. LISTED AS "HACR" RATED IN ORDER TO USE NON-AUTO SHALL FURNISH THE OWNER WITH ALL MANUFACTURER'S GUARANTEE AND WARRANTIES. ALL EQUIPMENT, FIXTURES, ETC. SHALL BE STARTED, TESTED, ADJUSTED AND PLACED IN SATISFACTORY OPERATING CONDITION. THIS CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP, MATERIALS AND EQUIPMENT TO BE FREE OF DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM DATE OF CERTIFICATE OF OCCUPANCY (C.O.), AND SHALL REPAIR ANY SUCH DEFECTS WITHOUT COST TO THE OWNER. ALL EQUIPMENT SHALL BE COVERED FOR THE DURATION OF THE MANUFACTURER'S GUARANTEE OR WARRANTY. THIS CONTRACTOR RUN ELECTRICAL. THE ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS BID, ANY CUTTING OR PATCHING OF CONCRETE/ASPHALT PAVEMENTS, ETC. TO WILL NOT WARRANT ANY ADDITIONAL CHARGES TO THE OWNER. THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE IN ORDER TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS, FAILURE TO DO SO PRESENTLY IN EFFECT. IN ADDITION, COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE THE ELECTRICAL INSTALLATI0N SHALL BE IN ACCORDANCE WITH ALL STATE/LOCAL BUILDING CODES/0RDINANCES/REGULATIONS PRIOR TO AND INCLUDE IN BID!WITH THE LOCAL POWER COMPANY/UTILITY FIELD ENGINEER THE ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL ELECTRICAL SERVICE ROUGH-IN AND INSTALLATION DETAILS, FEES, GENERAL NOTES: ELECTRICAL SYSTEMS SHALL BE LABELED PER 408.3 AND THE HIGH LEG CONDUCTOR TO BE MARKED PER 110.15. SPLIT PHASE CIRCUIT BREAKERS ARE NOT PERMITTED TO BE INSTALLED ON HIGH LEG DELTA SYSTEMS. HIGH LEG DELTA REVISIONS. PRIOR TO CONSTRUCTION, THE ELECTRICAL CONTRACTOR SHALL VERIFY THAT THE PHASE TO PHASE VOLTAGE AVAILABLE IS EQUAL TO EACH OTHER, AND EQUAL TO VOLTAGE SHOWN ON THESE DRAWINGS. A DIFFERENCE IN PHASE TO PHASE VOLTAGE MAY INDICATE THE PRESENCE OF A "HIGH LEG" DELTA SYSTEM . ENGINEER SHALL BE NOTIFIED IMMEDIATELY FOR REQUIRED ITEMS OR EQUIPMENT INDICATED AS EXISTING SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OR ARCHITECT. ALL ITEMS ON THESE DRAWINGS MARKED AS "EXISTING" OR "EXIST" SHALL BE VERIFIES IN FIELD ANY DIFFERENCES BETWEEN SITE VERIFICATION NOTES A17.1 ALL ELEVATOR MACHINE ROOMS SHALL BE PROVIDED WITH A FUSED DISCONNECT FOR ALL EQUIPMENT INCLUDING EQUIPMENT ROOM AIR CONDITIONING SYSTEMS, LIGHTING, RECEPTACLES, ETC. (REGARDLESS OF PLAN SYMBOL) IN ACCORDANCE WITH ASME ELEVATOR ROOMS (AS APPLICABLE) THAT HAVE OCCURRED IN THE FIELD. E.C. SHALL PROVIDE OWNER AND ENGINEER WITH REPRODUCIBLE "AS-BUILT" DRAWINGS SHOWING ALL REQUIRED MODIFICATIONS UNDER THE SCOPE OF WORK FOR A PERIOD OF ONE YEAR FROM THE CERTIFICATE OF OCCUPANCY. ELECTRICAL CONTRACTOR TO PROVIDE FULL WARRANTY (PARTS AND LABOR) ON ALL EQUIPMENT AND MATERIALS FURNISHED WARRANTY: NOTE MINIMUM #6 AWG-CU. ALL TELEPHONE, DATA, TELEVISION, AND OTHER TERMINAL EQUIPMENT SHALL BE BONDED TO THE GROUNDING ELECTRODE WITH WATER PIPING, METAL BUILDING FRAME AND GROUND RING WITH JUMPERS SIZED FROM 250-94. 5/8" BY 8' DEEP) WITH #6 COPPER GROUNDING CONDUCTOR. IF AVAILABLE ON THE PREMISES, ALSO BOND METAL COLD PROVIDE A SERVICE GROUND ACCORDING TO N.E.C. ARTICLE 250. THE MINIMUM INSTALLATION TO INLCLUDE: BUILDING FOOTER/FOUNDATION REINFORCING STEEL TURNED UP OR OTHERWISE EXPOSED AT THE SERVICE LOCATION WITH APPROVED CONNECTOR TO BOND A GROUNDING CONDUCTOR SIZED PER TABLE 250 TO THE STEEL AND A DRIVEN ROD GROUND (MINIMUM SUCH AS MOTORS, STARTER AND CONTROLLER CABINETS, INSTRUMENT CASES AND LIGHTING FIXTURES. THE ENTIRE ELECTRICAL GROUNDING SYSTEM SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF SECTION 250.66 AND 250.122 OF THE NATIONAL ELECTRIC CODE, INCLUDING BUT NOT LIMITED TO, THE ELECTRICAL SERVICE, ITS EQUIPMENT AND ENCLOSURE, CONDUITS AND OTHER CONDUCTIVE ENCLOSURES, NEUTRAL OR IDENTIFIED CONDUCTOR OF INTERIOR WIRING SYSTEM, MAIN PANELBOARD, POWER AND LIGHTING PANELBOARDS, NON-CURRENT-CARRYING METAL PARTS OF FIXED EQUIPMENT GROUNDING: THIS CONTRACT TO INCLUDE CONNECTION OF LINE VOLTAGE ONLY. CONTROL WIRING TO BE BY THE HVAC CONTRACTOR. OPERATION BY OTHERS. WIRE TO, AND MAKE CONNECTIONS TO, ALL PIECES OF EQUIPMENT FURNISHED BY OTHERS FOR COMPLETE AND SATISFACTORY EQUIPMENT: THRU-FEEDS: MAINTAIN THRU-FEEDS ON ALL ELECTRICAL DEVICES AT C O NELCO, CARLON, OR EQUAL. ALL ELECTRICAL BOXES MUST BE ACCESSABLE AFTER CERTIFICATE OF OCCUPANCY. ELECTRICAL BOXES: ALL OUTLET, DEVICE, AND JUNCTION BOXES SHALL BE STANDARD 4" SQUARE GALVANIZED STEEL OR APPROVED PLASTIC, 1-1/2" DEEP, WITH DEVICE RINGS OF THE SAME MATERIAL, UNLESS OTHERWISE NOTED. GALVANIZED BOXES SHALL BE MANUFACTURED BY APPLETON, NATIONAL, STEEL CITY, RACO OR APPROVED EQUAL. PLASTIC BOXES SHALL BE ALLIED, EXCEPTION NO. 2: DWELLING UNITS SHALL NOT BE REQUIRED TO MEET #16320.5. MEET #16320.5. PANELBOARDS INSTALLED ON A WALL SURFACE, WHERE AT LEAST THREE (3) SIDES, NOT INCLUDING THE FRONT, REMAIN ACCESSABLE AFTER CERTIFICATE OF OCCUPANCY SHALL NOT BE REQUIRED TO DOCUMENTS. OR MAJOR FRACTION THEREOF, POLES INDICATED AS "SPACE" OR "SPARE" IN THE PANELBOARD SCHEDULE PER THESE ELECTRICAL SYSTEM EXPANSION: ANY PANELBOARD MOUNTED SO THAT ITS FRONT FACE IS FLUSH WITH THE FINISHED WALL SHALL HAVE ONE (1) 3/4" EMT CONDUIT INSTALLED FROM PANELBOARD TO ACCESSABLE CEILING SPACE FOR EVERY FOUR (4) WITH N.E.C. 2014, ARTICLE 334. NON-METALLIC SHEATHED CABLE (NM, NMC, NMS) MAY BE USED WITHIN DWELLING UNITS, IN COMPLIANCEEXCEPTION: CONCRETE SLABS ON GRADE, (4) OTHER LOCATIONS AS LISTED IN N.E.C. 2014, ARTICLE 358.12. NOTE: EMT SHALL NOT BE INSTALLED IN LOCATIONS (1) SUBJECT TO SEVERERE DAMAGE, (2) IN CONTACT WITH EARTH, (3) IN SPECIFICALLY PERMITTED. CONDUITS SHALL BE CONCEALED IN OR BEHIND CEILINGS, WALLS, OR FLOORS, EXCEPT WHERE EXPOSED RACEWAYS ARE INTERIOR: SINGLE- OR MULTI-CONDUCTOR COPPER WIRE WITH GROUND, MEETING N.E.C. AND NEMA REQUIREMENTS, IN APPROVED METALLIC (EMT) CONDUIT. ALL COMPONENTS (PIPING, FITTINGS, ETC.) SHALL BE FROM THE SAME MANUFACTURER. THREE FEET (3'). NOTE: MAXIMUM LENGTH OF FLEXIBLE CONDUIT BETWEEN MEANS OF DISCONNECT (OR JUNCTION BOX) AND EQUIPMENT SHALL BE (PIPING, FITTINGS, ETC.) SHALL BE FROM THE SAME MANUFACTURER. EXTERIOR EQUIPMENT: SINGLE- OR MULTI-CONDUCTOR COPPER WIRE WITH GROUND, MEETING N.E.C. AND NEMA REQUIREMENTS, IN APPROVED LIQUIDTIGHT FLEXIBLE METALLIC OR NONMETALLIC CONDUIT (MINIMUM 3/4"). ALL COMPONENTS NOTE: MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL BE SIX FEET (6'). THE SAME MANUFACTURER. EXTERIOR ABOVE GRADE: SINGLE- OR MULTI-CONDUCTOR COPPER WIRE WITH GROUND, MEETING N.E.C. AND NEMA REQUIREMENTS, IN APPROVED METALLIC OR NONMETALLIC CONDUIT. ALL COMPONENTS (PIPING, FITTINGS, ETC.) SHALL BE FROM ALL PVC COMPONENTS (PIPING, FITTINGS, CEMENT, ETC.) SHALL BE FROM THE SAME MANUFACTURER. SINGLE- OR MULTI-CONDUCTOR COPPER WIRE WITH GROUND, MEETING N.E.C. AND NEMA REQUIREMENTS, IN APPROVED NONMETALLIC CONDUIT. CONDUIT MAY BE RUN IN OR BELOW CONCRETE, AND CONCEALED IN WALLS TO FIRST BOXES. BELOW GRADE: WIRING METHODS: AT NO ADDITIONAL COSTS TO THE OWNER. PRIOR TO ROUGH-IN, THE ELECTRICAL CONTRACTOR SHALL RELOCATE, AS DIRECTED BY THE OWNER/ARCHITECT, ANY PIECE OF EQUIPMENT IN THE VERTICAL AND/OR HORIZONTAL DIRECTION UP TO 15'-0" FROM THE LOCATION SHOWN ON THE DRAWINGS SIZE, TO AVOID CONFLICT WITH OTHER TRADES. ROUGH-IN LOCATIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS, AS WELL AS EQUIPMENT GENERAL: INSTALLATION: OTHER NOTES LOCATED ON THESE DRAWINGS OR OTHER DRAWINGS INCLUDED FOR THIS PERMIT. 1. EQUIPMENT FURNISHED AND PHYSICALLY INSTALLED BY "OTHERS". ALL ELECTRICAL CONNECTIONS EXTERNAL TO THE EQUIPMENT SHALL BE MADE BY THE ELECTRICAL CONTRACTOR. WIRE, CONDUIT, LUGS, RECEPTACLES, PIGTAILS, DISCONNECTS, ETC. AS MAY BE REQUIRED SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR. NOTE: INCLUDE WORSE CONDITION IN PRICING. VERIFY ROUGH-IN LOCATIONS, TYPE OF CONNECTION AND AMPACITY REQUIRED FROM APPLICABLE EQUIPMENT DRAWINGS PRIOR TO INSTALLING ANY CONDUIT, CONDUCTORS OR BOXES. 3/4" EMT CONDUITS TO ACCESSIBLE CEILING SPACE OR HOMERUN TO TELEPHONE/COMPUTER TERMINAL EQUIPMENT. HEIGHT, UNLESS NOTED, IS 18" ABOVE FINISH FLOOR. 4. RESIDENTIAL TYPE, 120 VOLT AC/DC, SINGLE STATION SMOKE DETECTOR, PHOTOCELL TYPE. LOCATE PER N.F.P.A. #74. MULTIPLE DETECTORS IN SAME UNIT TO HAVE SIGNAL DEVICES INTERCONNECTED. 5. PROVIDE LIGHT FIXTURE AND RECEPTACLE AT LOCATIONS INDICATED FOR HVAC MAINTENANCE LIGHTING. USE COMBINATION SWITCH AND RECEPTACLE FOR LIGHT CONTROL. FIELD DETERMINES EXACT LOCATION AND HEIGHT. 6. SWITCHED JUNCTION BOX IN CEILING FOR CEILING FAN OR LIGHT. NOTE: BOX MUST BE IDENTIFIED FOR FAN SUPPORT USE). ANCHOR TO STRUCTURE TO SUPPORT 75 LBS. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL FAN AND/OR LIGHT, AND ALL WIRING, INCLUDING SWITCH AND POWER LEGS. VERIFY AND COORDINATE FAN TYPE WITH OWNER. 7. IF THE CEILING SPACE OR HVAC CLOSETS IN THIS PROJECT WILL BE USED AS A RETURN AIR PLENUM THEN ALL MATERIALS AND COMPONENTS LOCATED ABOVE CEILING SPACE OR CLOSET (WITHIN RETURN AIR PLENUM) SHALL BE APPROVED FOR PLENUM USE (OR) SHALL BE WRAPPED WITH A UL LISTED AND APPROVED PLENUM WRAP AND INSTALLED PER MANUFACTURER'S INSTRUCTIONS. MATERIALS AND WRAPS SHALL MEET THE FLAME SPREAD INDEX OF NOT MORE THEN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. THIS NOTE SHALL APPLY TO ALL ITEMS LOCATED WITHIN THE RETURN AIR PLENUM SPACE WHETHER THEY ARE NEW OR EXISTING. ENTIRE PLENUM SPACE SHALL COMPLY WITH THE CITY BUILDING CODE, 6TH EDITION (2017) THE CITY MECHANICAL CODE (SECTION 602 IN ITS ENTIRETY), THE CITY PLUMBING CODE, AND THE NATIONAL ELECTRIC CODE 2014 IN ADDITION TO ANY APPLICABLE NFPA STANDARDS OR LOCALLY ADOPTED CODES, AMENDMENTS OR ORDINANCES. THIS NOTE SHALL SUPERCEDE ALL 3. WALL TELEPHONE/DATA OUTLET . INSTALL 2-GANG BOX WITH MODULAR TELEPHONE DEVICE IN COVER PLATE. INSTALL (2) TYPICAL NOTES 2.MINIMUM BRANCH CIRCUIT WIRING SHALL BE #12 AWG THWN COPPER. ALL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE SPECIFIED ON PLANS.1. BRANCH CIRCUIT WIRING: WITH LOCAL UTILITY COMPANY. SEE PANEL SCHEDULE. ALL SWITCHBOARD AND OVERCURRENT DEVICES SHALL BE SERIES-RATED TO WITHSTAND THE AVAILABLE FAULT CURRENT; VERIFY2. MANUFACTURERS. ALL PANELS TO BE FURNISHED AS PER PANEL SCHEDULE. SQUARE D, CUTLER HAMMER AND ITE ARE ACCEPTABLE1. PANELS: ALL MATERIALS SHALL BE NEW, FREE FROM DEFECTS, AND SHALL BE LISTED BY AND BEAR THE U.L. LABEL WHERE SUBJECT TO APPROVAL. MATERIALS SHALL BE OF THE SAME MANUFACTURER OR BRAND FOR EACH TYPE OF MATERIAL, UNLESS DESIGNATED OTHERWISE. 1. ADDITIONAL CHARGES DUE TO LACK OF COORDINATION WILL NOT BE APPROVED. THE DRAWINGS ARE DIAGRAMMATIC, AND DO NOT SHOW ALL CHANGES IN HEIGHT, STRUCTURAL MEMBERS, DUCTWORK, PIPING, BRACKETS AND ANY OTHER NUMBER OF ITEMS WHICH MIGHT CAUSE A CONFLICT. THIS CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH OTHER TRADES AS TO THE LOCATION OF HIS DEVICES AND NECESSARY AREAS FOR PANELS AND CONDUIT/WIRING RUNS. VERIFY AND COORDINATE ALL ELECTRICAL WORK WITH ALL TRADES TO PROVIDE A TIMELY INSTALLATION. 1. MATERIAL: DRAWINGS: RE-INSPECTIONS. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND PAYING ALL FEES ASSOCIATED THEREWITH. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INSPECTIONS, INCLUDING ALL FEES ASSOCIATED WITH 1. PERMITS: REGULATIONS, INCLUDING THE 2017 NATIONAL ELECTRIC CODE AND THE CITY ENERGY CODE 2015. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ANSI, NFPA70, CITY LAWS, AND ALL LOCAL RULES AND1. CODES: AND MONTHLY ELECTRIC BILL TO BE PAID BY THIS CONTRACTOR. THE ELECTRICAL CONTRACTOR TO FURNISH A MINIMUM 100 AMP SINGLE PHASE TEMPORARY SERVICE. POWER COMPANY FEES2. TRADES, UTILITY COMPANIES, AND GOVERNING AUTHORITIES. THE PROJECT INCLUDES ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO PROVIDE A COMPLETE ELECTRICAL INSTALLATION INCLUDING, BUT NOT LIMITED TO, POWER SERVICES (TEMPORARY, NORMAL, AND STAND-BY OR EMERGENCY), SWITCHBOARDS, AUTOMATIC TRANSFER SWITCHES, SERVICE ENTRANCE(S), DISCONNECTS, DISTRIBUTION PANELS, CONDUIT, WIRING, JUNCTION AND OUTLET BOXES, WIRING DEVICES AND COVER PLATES, LIGHTING FIXTURES, CONNECTION CHORDS, SPECIAL CONNECTIONS AND OUTLETS, ALL AS ILLUSTRATED ON THE PLANS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER 1. SCOPE: GENERAL: OF THE NATIONAL ELECTRIC CODE PRESENTLY ENFORCED. ALL ELECTRICAL WORK FOR THE ENTIRE PROJECT SHALL BE PERFORMED IN A NEAT AND CRAFTSMANLIKE MANNER BY PERSONS SKILLED IN THE TRADE, AND SHALL BE DONE UNDER THE SUPERVISION OF A MASTER ELECTRICIAN LICENSED TO DO WORK IN THE AREA WHERE THE PROJECT IS TO BE CONSTRUCTED. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST COPY 1. APPLICABLE, IN ADDITION TO SPECIFICATIONS AS OUTLINED BELOW ENTIRE INSTALLATION TO COMPLY WITH THE NEC 2017 (NFPA 70), NFPA STANDARDS AS 6. HAVE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION FOR PERSONNEL. ALL 120-VOLT, SINGLE PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN BATHROOMS SHALL CIRCUIT INTERRUPTER (G.F.C.I.) DEVICES WITH DOWNSTREAM DEVICES IDENTIFIED. EXTERIOR DISCONNECT SWITCHES SHALL BE NEMA 3R ENCLOSURES AND ELECTRICALLY PROTECTED AS PER MANUFACTURER'S SPECIFICATIONS. (SEE MECHANICAL). INTERIOR DISCONNECT SWITCHES SHALL BE NEMA 1 ENCLOSURES AND ELECTRICALLY PROTECTED AS PER MANUFACTURER'S SPECIFICATAIONS. (SEE MECHANICAL). SWITCHES SHALL BE 20 AMP, SPECIFICATION GRADE TOGGLE SWITCHES, SIDE WIRED WITH GROUNDING TERMINAL; COLOR SHALL BE WHITE (UNLESS NOTED OTHERWISE) WITH MATCHING COVERPLATE; MOUNTING HEIGHT SHALL BE +48" AFF TO BOTTOM. RECEPTACLES SHALL BE 15 AMP (MINIMUM), SPECIFICATION GRADE, SIDE WIRED WITH GROUNDING TERMINAL; COLOR SHALL BE WHITE (UNLESS NOTED OTHERWISE) WITH MATCHING COVERPLATE; MOUNTING HEIGHT NOTED IN SYMBOL LEGEND OR ON DRAWING. ALL RECEPTACLES INSTALLED IN KITCHENS, OR WITHIN 6 FEET (6') OF A WATER SUPPLY (i.e.: SINK), SHALL BE GROUND FAULT5. 4. 3. 2. 1. DEVICES: LOW VOLTAGE INDICATED ON THESE DRAWINGS IS FOR ROUGH-IN BOX LOCATIONS ONLY AND DOES NOT INCLUDE ANY WIRING OR CABLING REQUIRED. ALL LOW VOLTAGE WILL BE PERMITTED SEPARATELY BY THE CONTRACTOR. THIS INCLUDES BUT IS NOT LIMITED TO DATA WIRING, SPEAKER WIRING, TV COAX WIRING ETC. VERIFY ALL RECEPTACLE MOUNTING HEIGHTS WITH OWNER PRIOR TO CONSTRUCTION. SOME DATA LOCATIONS HAVE BEEN INDICATED ON THESE DRAWINGS HOWEVER NOT ALL LOW VOLTAGE INFORMATION HAS BEEN PROVIDED. CONTRACTOR TO COORDINATE WITH OWNER FOR FOR INFORMATION TO ENSURE ALL LOCATIONS AND QUANITY OF WIRES IS PROVIDED TO PROVIDE A COMPLETE OPERATIONAL LOW VOLTAGE SYSTEM SUITABLE FOR OWNER. CONTRACTOR TO PROVIDE SEPARATE LOW VOLTAGE PERMIT. COORDINATE WITH OWNER & GC CONDUCTOR TO FEED EMERGENCY LIGHTING IN AREAS, INDEPENDENT OF ANY LIGHTING CONTROL PROTECTION NOT INDICATED ON PLANS. (NEC 210.8) EMERGENCY & EXIT LIGHTING SHALL BE FED FROM THE NEAREST LIGHTING CIRCUIT. PROVIDE ADDITIONAL 120V RECEPTACLES LOCATED IN AREAS SIMILAR TO KITCHEN OR PREP AREAS SHALL BE GFCI PROTECTED. GFCI BE REQUIRED AT THE TIME OF CERTIFICATION DELIVERY. NOTICE TO CONTRACTOR: REVISIONS TO THESE DRAWINGS AND CERTIFICATION THEREOF WHICH MAY BE REQUIRED BECAUSE OF CONTRACTOR OPTED REVISIONS, SHALL BE COMPENSATED TO THE ENGINEER(S) BY THE REQUESTING CONTRACTOR. PAYMENT SHALL FIXTURE RECOMMENDATIONS, LAMPS, ETC. ALL LIGHTING FIXTURES (INCLUDING THOSE PROVIDED BY OTHERS) ARE TO BE INSTALLED UNDER THIS CONTRACT. SEE SCHEDULE FOR SCHEDULE. ALL CONDUCTORS SHALL BE TYPE THHN/THWN, COPPER (CU) UNLESS OTHERWISE CALLED FOR ON THESE DOCUMENTS. SEE PANEL DIAGRAM FOR ADDITIONAL DETAILS. PROVIDE TIME CLOCKS WITH BATTERY BACK-UP TO CONTROL ALL SIGNAGE AND EXTERIOR LIGHTING CIRCUITS; SEE POWER RISER AND/OR DATA SERVICE ENTRANCE. PROVIDE "PVC" CONDUITS STUBBED OUT, BELOW GRADE FOR ADDITIONAL SERVICES, IN ORDER TO PROVIDE CONCEALED TELEPHONE SETTLEMENT. ALL SERVICE AND FEEDER CONDUITS SHALL HAVE EXPANSION FITTINGS WHEN PENETRATING SLABS, ETC. TO ALLOW FOR STRUCTURAL ALL ELECTRICAL PANELS SHALL BE LABELED WITH THEIR RESPECTIVE SOURCES PER NEC 408.4(B) SATISFACTORY OPERATION BY THE OWNER. WIRE TO, AND MAKE CONNECTIONS AS NECESSARY, TO ALL PIECES OF EQUIPMENT (FURNISHED BY OTHERS), FOR COMPLETE AND TECHNICIANS SKILLED IN THEIR TRADE SHALL PERFORM ALL ELECTRICAL INSTALLATIONS IN A PROFESSIONAL MANNER. ELECTRICAL SYSTEM INSTALLATION. FURNISH AND INSTALL ALL ITEMS SUCH AS HARDWARE, J-BOXES, CONDUIT FITTINGS, ETC., AS NECESSARY FOR A COMPLETE IT IS NOT THE INTENT OF THESE PLANS TO SHOW ALL DETAILS OF CONSTRUCTION. THE ELECTRICAL CONTRACTOR IS EXPECTED TO THE INTENT OF THESE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL ELECTRICAL INSTALLATION. GRIDS, DOOR SWINGS, ETC. DO NOT SCALE THE ELECTRICAL DRAWINGS; REFER TO THE ARCHITECTURAL PLANS FOR EQUIPMENT LOCATIONS, CABINETRY, CEILING ALL ELECTRICAL CONDUITS NOT CONTAINING SPECIFIED CONDUCTORS SHALL HAVE A PULL WIRE INSTALLED. ALL "WEATHERPROOF" ("WP") DEVICES ARE TO BE INSTALLED WITH A WEATHER - SHIELDING COVER. GENERAL NOTES: ELECTRICAL (CONTINUED) ELECTRICAL PLAN NOTES ELECTRICAL LEGEND NOTES (N.E.C.) 2017 2. 1. 3. 2. 1. 2. 1. 7. 6. 5. 4. 3. 1. 2. 1. 15" MIN (FRONT APPROACH) 9" MIN (SIDE APPROACH) REGULAR MOUNTING HEIGHT TOP OF CONTROL DEVICE WHERE LIGHT SWITCHES, RECEPTACLES, TELEPHONE/DATA OUTLETS, DIMMING CONTROL STATIONS, FIRE ALARM PULL STATIONS OR OTHER OPERABLE OUTLET DEVICES OCCUR OVER FIXED OBSTRUCTIONS (SUCH AS CASEWORK, ETC) RESPECTIVE DEVICE MOUNTING HEIGHT LIMITS AFF SHALL BE AS TYPICALLY DEPICTED ABOVE. NOTE TOP OF CONTROL DEVICE FINISHED FLOOR OVER OBSTRUCTIONS 46 " MA X -SI D E A P P R O A C H 44 " MA X -FR O N T A P P R O A C H 48 " MA X . 15 " MI N . 34 " MA X . 24" MAX. PROVIDE A GFCI RATED RECEPTACLE IN THE PIT OF THE ELEVATOR NEAR ENTRANCE TO PIT. MOUNT DEVICES 6 IN BELOW FIRST FLOOR LEVEL OR AS DIRECTED BY ELEVATOR INSTALLER. PROVIDE A METAL END USE COVER. EXTEND CIRCUIT TO LUMINARIE IN PIT. INTERNATIONAL BUILDING CODE INTERNATIONAL ENERGY CONSERVATION CODE INTERNATIONAL EXISTING BUILDING CODE INTERNATIONAL FIRE CODE INTERNATIONAL FUEL AND GAS CODE INTERNATIONAL MECHANICAL CODE INTERNATIONAL PLUMBING CODE INTERNATIONAL PROPERTY MAINTENANCE CODE INTERNATIONAL RESIDENTIAL CODE INTERNATIONAL SWIMMING POOL &SPA CODE NFPA 101 LIFE SAFETY CODE NATIONAL ELECTRICAL CODE CODES AND STANDARDS SCALE: NTS OF THIS SHEET SEE DETAIL "G" POWER CO. TERMINAL POLE POWER CO. XFMRS THAN ½" DIAMETER AT LEAST 20' LONG [*250.52A(3)] OR STEEL REINFORCING BAR OR R0D NOT LESS1#4 AWG CU OR LARGER BARE COPPER CONDUCTOR CONCRETE ENCASED ELECTRODE *250.66(B) BE BURIED AT DEPTH 30" (MIN) BELOW THE COPPER CONDUCTOR. THE GROUND RING SHALL 1#2 AWG CU (MIN.) (AT LEAST 20" BARE BUILDING GROUND RING AROUND FACILITY EARTH SURFACE. [*250.52A(4)] 1#6AWG, CU [*250.52A(5), *250.53(2), *250.56] ELECTRODES SPACED AT LEAST 6FT APART NOTE: SOME AREAS REQUIRE TO GROUNDING DEFERRABLE BEYOND THE ROOF OVER HANG. DRIVEN IN GROUND AT LEAST 8FT. DEEP AND MUST BE FLUSH WITH OR BELOW GRADE GROUNDING ELECTRODE UPPER END OF ROD COPPER CLAD DRIVEN GROUND ROD ( "x10") ROD & PIPE ELECTRODES WELD CONNECTIONS [*250.66(A)] DIRECT BURIAL OR EXOTHERMIC GROUND CLAMPS SUITABLE FOR OR STRUCTURAL STEEL METAL FRAME OF BUILDING *250.102C] (1#2/0 AWG, CU) [BONDING JUMPER *250.66, *250.52A(2), GROUNDING ELECTRODE CONDUCTOR BUS BAR EQUIPMENT GROUNDING 1#6 -2"C (THHN/THWN, CU, 600V, INS) SERVICE CONDUCTOR 1 SETS 4#4/0 & GROUNDING ELECTRODE CONDUCTOR BONDING JUMPER NOT LESS THAN GROUND RING CONDUCTOR SIZE (1#2 AWG CU (MIN.) (TABLE *250.66) (1#2/0 AWG, CU) GROUNDED ELECTRODE CONDUCTOR (GEC) EQUIPMENT GROUNDING CONDUCTOR (EGC) (*210.5)(B), (250.118,119,120,122) NEUTRAL (*200-6, *200-7) (1#4 AWG, CU) GROUNDING ELECTRODE CONDUCTOR (1#2/0 AWG, CU) (TABLE *250-66)] [*250.90/92, *250.28(A), (*250.28(D) MAIN BONDING JUMPER (MBJ) NEUTRAL BUS BAR CONNECTION [250.55(C)] METER AND CT'S 200A,1P, 208V DISC. SW. IN NEMA 3R ENCLOSURE M 600V THWN 1 RUN OF 3 #4/0, 1#6G, 2" C NF PANEL A 200A 208/120V 1P, 4W NEMA 3R 200A,1P, 208V DISC. SW. IN NEMA 3R ENCLOSURE NF 600V THWN 1 RUN OF 3 #4/0, 1#6G, 2" C UFER GROUND NOTE : ALL STEEL REBARS MEASURING 1/2 " OR MORE IN DIAMETER AND 20 ' OR LONGER IN LENGTH THAT IS ENCASED IN NOT LESS THAN 2 INCHES OF CONCRETE SHALL BE BONDED TO THE BUILDING'S GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH CEC 250 (ELECTRICAL SUB CODE) SECTION 250.52(A)(3). THE "UFER" GROUND CAN BE 20 L.F. OF #2 OR #4 COPPER WIRING LAID INSIDE THE FOOTING AND THE SAME WIRE IS LONG ENOUGH TO REACH TO THE LOCATION OF THE MAIN ELECTRICAL PANEL OF THE HOUSE. UFER GROUND CAN BE (1) L-SHAPED PIECE OF #4 STEEL REBAR CONNECTED TO THE OTHER STEEL REBAR IN THE FOOTING AND STICKING OUT IN SUFFICIENT LENGTH FOR CONNECTION AT THE LOCATION OF THE MAIN ELECTRICAL PANEL OF THE HOUSE CONNECTIONS MADE WITHIN 5' OF POINT OF ENTRANCE OF PIPE IN THE BUILDING SERVICE EQUIPMENT ENCLOSURE CONNECTION [250.55(B)] (CU) #4AWG ACCESSIBILITY (*250.68)(A) CONNECTION (*250.70) FIXTURES: 1. 2. ALL FIXTURES SHALL BE AS LISTED IN THE LIGHTING FIXTURE SCHEDULES/ RECOMMENDATIONS. LIGHTING FIXTURES ARE TO BE FURNISHED, INSTALLED, AND LAMPED UNDER THIS CONTRACT. 2. EXCEPTION NO. 1: One line diagram schematic 2018 EDITION 2018 EDITION 2018 EDITION 2018 EDITION 2018 EDITION 2018 EDITION 2018 EDITION 2018 EDITION 2018 EDITION 2018 EDITION 2018 EDITION 2017 EDITION Electrical Specifications GSPublisherVersion 0.0.100.100 Drawing Name Truoba Mini 117 Drawing Scale Layout ID 18 Mechanical Specifications Sheet Size ARCH-C Date 1/12/2024 Revision Company Title Truoba LLC Email: info@truoba.com Tel: +1 844-777-1105 Web: www.truoba.com Project Title This document and its design content is © Truoba LLC. Truoba LLC remains the ownership and copyright of the drawings and this house design. This document may not be reproduced in any form in whole or in part without the prior written permission of the copyright owner. THERMOSTAT. ECONOMIZER CONTROL SHALL BE CAPABLE OF INTRODUCING UP 6. ELECTRICAL CONNECTION: PROVIDE A DISCONNECT SWITCH READY FOR A SINGLE 5 YEAR WARRANTY. BURNERS SHALL BE CONSTRUCTED OF ALUMINUM PAINTED CORROSION RESISTANT ALUMINIZED STEEL. HEAT EXCHANGER SHALL CARRY A GAS VALVE, ELECTRONIC INTERMITTENT PILOT IGNITION, REMOTE PILOT FLAME TO 100% OUTSIDE AIR. HEATING CONTROLS SHALL CONSIST OF A REDUNDANT 5. HEAT EXCHANGER : SHALL BE TUBULAR IN DESIGN AND CONSTRUCTED OF SENSOR, TIME-DELAY RELAY, LIMIT SWITCHES AND CENTRIFUGAL SWITCH. LOCATE REMOTE SPACE SENSOR WHERE INDICATED ON DRAWING. 3. PROVIDE 1" THICK ACOUSTICAL DUCT LINING WITH AN AVERAGE DENSITY OF PREINSULATED WHERE INSULATION IS REQUIRED AND SHALL BE CLASSIFIED DELAMINATION OF FIBERS AND SHALL MEET NFPA AND UL REQUIREMENTS . 1 1/2 LBS./CF. IN FIRST TEN FEET OF RETURN DUCT AND WHERE INDICATED. STANDARDS. PROVIDE TURNING VANES IN ALL RECTANGULAR ELBOWS. WITH A STANDARD CENTERLINE RADIUS EQUAL TO 1 1/2 TIMES THEIR 1. LOW PRESSURE DUCTWORK: ALL DUCTWORK UNLESS OTHERWISE NOTED UL 181. FLEXIBLE CONNECTORS SHALL NOT EXTEND MORE THAN 10 STANDARDS FOR 2" PRESSURE CLASS. ALL DUCT SIZES SHOWN ARE SHALL BE FABRICATED OF GALVANIZED SHEET STEEL IN ACCORDANCE AS CLASS I OR CLASS O FLEXIBLE CONNECTORS IN ACCORDANCE WITH DUCT LINER SHALL HAVE FIRE RESISTANT INNER COATING TO PREVENT RECTANGULAR DUCT TAPS SHALL BE MADE WITH 45 DEGREE ENTRY. 2. PROVIDE MANUAL VOLUME DAMPERS WHERE INDICATED AND AT ALL ALL ROUND TAPS OVER 6" SHALL BE MADE WITH CONICAL TEES. 1. PROVIDE DUCTWORK ACCESSORIES IN ACCORDANCE WITH SMACNA WIDTH IN LIEU OF RECTANGULAR ELBOWS SHOWN ON PLANS. ALL WHERE SPACE PERMITS CONTRACTOR MAY PROVIDE RADIUS ELBOWS WITH THE LATEST EDITION OF THE SMACNA DUCT CONSTRUCTION INSIDE CLEAR DIMENSIONS. FLEXIBLE DUCT CONNECTORS SHALL BE TAPS TO INDIVIDUAL DIFFUSERS. ACCESSORIES: FEET IN LENGTH. POINT POWER CONNECTION. COLD ROLLED STEEL AND BE OF THE IN-SHOT TYPE. DUCTWORK: 3. SUBMIT SIX (6) COPIES OF SHOP DRAWINGS TO OWNER OR ARCHITECT FOR SERVICES NECESSARY FOR COMPLETE AND SAFE INSTALLATION OF THE CONSIDERED DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF WORK AND SYSTEMS. REFER TO ARCHITECTURAL DRAWINGS TO VERIFY LOCATION OF DEVICES, EQUIPMENT, ETC. CHECK DRAWINGS OF OTHER COORDINATE ALL NEW WORK WITH EXISTING CONDITIONS. CONTRACTOR 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE FOLLOWING: B. LATEST (OR APPLICABLE) EDITION OF INTERNATIONAL MECHANICAL CODE. TRADES TO VERIFY EXACT SPACE CONDITIONS OF DUCTWORK AND LISTED BY ARI OR UL WHERE APPLICABLE. CONTRACTOR SHALL EACH PIECE OF EQUIPMENT TO INCLUDE RTU'S, ASSOCIATED PIPING, EQUIPMENT. MATERIALS SHALL BE NEW, FREE FROM DEFECTS AND SHALL VISIT SITE AND EXAMINE EXISTING CONDITIONS PRIOR TO BID. 2. FURNISH AND INSTALL ALL LABOR, MATERIAL, AND EQUIPMENT AND C. LATEST (OR APPLICABLE) EDITION OF NFPA CODE 90A. THE SPECIFICATIONS HEREINAFTER. MECHANICAL DRAWINGS ARE MECHANICAL SYSTEM INDICATED ON THE DRAWINGS AND NOTED IN A. LATEST EDITION AND AMENDMENTS OF THE APPLICABLE STATE AND LOCAL CODES. DUCT WRAP WITH VAPOR BARRIER FACING. ALL INSULATION, FASTENERS 1. INSULATE ALL CONCEALED SUPPLY DUCTWORK WITH 2" THICK FIBREGLASS FINS MECHANICALLY BONDED TO SEAMLESS COPPER TUBES WITH ALL JOINTS BRAZED. INDOOR FANS SHALL BE BELT DRIVEN AND PROVIDED WITH ADJUSTABLE INDOOR AND OUTDOOR COILS SHALL BE CONSTRUCTED OF ALUMINUM PLATE 3. UNIT COMPRESSORS: SHALL BE SERVICEABLE, HERMETICALLY SEALED SUCTION PROVIDE MINIMUM ONE YEAR MANUFACTURERS WARRANTY ON COMPRESSOR(S). FOR THE INDOOR COIL SHALL BE PROVIDED. PROVIDE 2" THICK FIBERGLASS WITH ONE-INCH THICK NOEPRENE COATED FIBERGLASS. A CONDENSATE DRAIN COATED WITH A BAKED ENAMEL FINISH. CABINET INTERIOR SHALL BE INSULATED CONDITIONING UNIT MANUFACTURED BY TRANE. UNIT SHALL BE PROVIDED AND SELF CONTAINED ROOF TOP GAS FIRED HEATING AND DIRECT EXPANSION AIR OBTAIN APPROVAL BEFORE EQUIPMENT IS ORDERED, BUILT, OR INSTALLED. PITCH MOTOR PULLY. OUTDOOR FANS SHALL BE DIRECT DRIVEN PROPELLOR TYPE 2. UNIT CABINET: CONSTRUCT OF OF GALVANIZED STEEL, BONDERIZED AND 1. INSTALL WHERE INDICATED AND AS SCHEDULED A PACKAGED AIR COOLED GAS FIRED HEATING AND A/C UNIT: THROW AWAY FILTERS WITH MAXIMUM FACE VELOCITY OF 300 FPM. AND ADHESIVES SHALL MEET NFPA 90A REQUIREMENTS AND UL FLAME SPREAD AND SMOKE DEVELOPED CRITERIA AND SHALL BEAR 4. UNIT CONTROLS: PROVIDE PROGRAMMABLE THERMOSTAT WITH REMOTE SPACE SENSOR AIR AND OUTSIDE AIR DAMPERS AND FULLY MODULATING ELECTRIC CONTROL SYSTEM WITH ENTHALPY CHANGE OVER CONTROL AND ADJUSTABLE MIXED AIR SEQUENCE MAINTAIN SETPOINT. PROVIDE ECONOMIZER CONTROL TO INCLUDE RETURN CONTINUOUSLY OR ON AUTO-CYCLE. CYCLE BURNER AND COMPRESSORS IN TO MAINTAIN HEATING AND COOLING SET POINTS. CONTROL UNIT FAN TO RUN HEATERS, EQUIPMENT, DIFFUSERS, INSULATION, FANS, CONTROLS AND DUCTWORK. INSTALLED BY LANDLORD. WITH PERMANENTLY LUBRICATED MOTOR. INSULATION: UL STAMP. BASIC MECHANICAL REQUIREMENTS: INTERLOCK TO RTU'S OCCUPIED CYCLE. QUANTITIES AS SPECIFIED, INDICATED ON THE DRAWINGS, OR AS DIRECTED. BALANCING WORK SHALL BE DONE IN ACCORDANCE WITH AABC OR NEBB PUBLISHED METHODS AND PRACTICES. THE CONTRACTOR SHALL SUBMIT TO THE OWNER OR ENGINEER FOR THEIR EVALUATION AND APPROVAL, SIX (6) COPIES OF THE COMPLETE AIR BALANCE REPORT. TESTING ADJUSTING AND BALANCING: AUDIBLE ALARM AND TROUBLE SIGNAL IN AN APPROVED LOCATION. UPON DETECTION OF PRODUCTS OF COMBUSTION AND ACTIVATE VISIBLE AND 3. PROVIDE DUCT MOUNTED IONIZATION TYPE SMOKE DETECTOR IN RETURN AIR DUCT OF EACH RTU 2000 CFM AND ABOVE. DETECTOR SHALL SHUT DOWN UNIT 1. PROVIDE PROGRAMMABLE WALL MOUNTED SPACE THERMOSTAT WITH SPACE MOUNTED REMOTE SENSOR TO CONTROL ALL STAGES OF ROOFTOP UNIT 1. AFTER COMPLETION OF THE INSTALLATION OF THE AIR CONDITIONING AND HEATING SYSTEMS AND PRIOR TO ACCEPTANCE BY THE OWNER, AIR HANDLING SYSTEM AND APPURTENANCES APPLICABLE TO THE ABOVE SYSTEM SHALL BE ADJUSTED AND BALANCED TO DELIVER THE AIR 2. CONTROL ROOF MOUNTED TOILET EXHAUST FANS TO START AND STOP FROM HEATING AND COOLING. CONTROLS AIR OUTLETS AND INLETS: GRILLES WITH 3/4 INCH SPACING. 1. DIFFUSERS SHALL HAVE AN NC RATING OF NOT MORE THAN 35 FOR ANY PUBLISHED RECOMMENDATIONS. PRIME DIFFUSERS FOR FIELD PAINTING AS INDICATED ON ARCHITECTURAL DRAWINGS. OR APPROVED EQUAL. PROVIDE SQUARE OR ROUND NECK 3. EXHAUST AND RETURN AIR GRILLES SHALL BE TITUS MODEL 350RL STEEL LOUVERED 2. LOUVERED FACE SUPPLY DIFFUSERS SHALL BE TITUS MODEL TDC AS INDICATED AND FRAME TYPE TO MATCH CEILING CONSTRUCTION. OCCUPIED SPACE. THROW AND DROP SHALL MEET MANUFACTURERS BE GREENHECK MODEL G-70-D OR APPROVED EQUAL. FANS TO BE 1. ROOF EXHAUST FANS SHALL BE CAPABLE OF HANDLING AIR QUANTITY ON AND SHALL BE CONTROLLED BY INTERLOCK TO HVAC UNIT. TOILET EF SHALL DISCONNECT TYPE ELECTRICAL CONNECTION, MANUFACTURER'S ROOF CURB DRAWINGS. FAN TO BE PROVIDED WITH BIRDSCREEN, SHOCK MOUNTS, NEMA 1 PROVIDED BY LANDLORD. EXHAUST FANS: VD WH UON TAD G VD N, (N) FLR FC EF E, (E) DN CD CR CLG CFM AFF G T S 12 X 8 D UNLESS OTHERWISE NOTED WATER HEATER TRANSFER AIR DUCT NATURAL GAS VOLUME DAMPER FLOOR FLEXIBLE CONNECTION NEW MECHANICAL CODES AND STANDARD EXISTING, RELOCATE AS REQUIRED CUBIC FEET PER MINUTE CEILING DIFFUSER DOWN CEILING REGISTER EXHAUST FAN CEILING SUPPLY DIFFUSER THERMOSTAT GAS METER ABOVE FINISHED FLOOR REMOTE SPACE SENSOR RECTANGULAR TO ROUND DUCT CONNECTION POINT OF CONNECTION - NEW TO EXISTING MANUAL VOLUME DAMPER DUCT WITH CAPPED END DUCT SECTION, POSITIVE PRESSURE DUCT SECTION, NEGATIVE PRESSURE (SQUARE ELBOW SHOWN) EXISTING DUCTWORK FLEXIBLE DUCT RETURN CONNECT NEW TAP TO TURNING VANES TRANSITION DUCT SIZE, FIRST FIGURE IS VISIBLE SIDE CHANGE IN DUCT ELEVATION: RISE (R) OR DROP (D) MECHANICAL LEGEND DUCT WITH FLEXIBLE CONNECTION EXISTING DUCTWORK DUCT RISING DUCT DROPPING SOUNDLINED DUCTWORK NEW DUCTWORK MECHANICAL SPECIFICATIONS 5 4 NOTE: THE CONNECTION FROM THE SUPPLY AIR DUCT TO THE DIFFUSER. SHALL BE RIGID IF THE DIFFUSER IS SURFACE MOUNTED. 3 1 ON PLASTER CEILING . SUPPLY AIR DUCT-SIZE AS INDICATED ON PLANS . MAXIMUM LENGTH 5FT ADAPTER FITTING AS REQUIRED ; SCREWED TO GRILLE SUPPLY AIR DIFFUSER TYPE & SIZE AS SCHEDULED ; DIFFUSER TO PRE-INSULATED FLEX DUCT - SECURED AT BOTH ENDS WITH SPIN-IN FITTING W/DAMPER . VAPOR SEAL PRE-INSULATED FLEX HAVE OPPOSED BLADE DAMPER WHERE MOUNTED ON PLASTER CEILING . DUCT TO SUPPLY AIR DUCT . OMIT DAMPER WHERE DIFFUSER IS MOUNTED 1 inch WIDE DRAW BANDS, SUPPORTED FROM STRUCTURE, 2 SUPPLY AIR DIFFUSER CONNECTION 1 2 3 4 5 SYMBOLS LIST Rectangular sheet metal duct =.07"on most metal duct calculators INSTRUCTIONS FOR USE Step One -Identifythe volume of air that will be passing through the duct Step Two -Select the duct size from the table that can carry that volume of air Step Three -If desired airflow exceeds the CFM rating ,increase to the next duct size Step Four -Listed CFM is based on typical field resultsand may vary,installdampers Step Five -If duct run exceeds 25',or has excessive transitions,increase to the next size Step Six -Design alone is inadequate,always prove design by test and balance. RECTANGULAR DUCT SIZE ESTIMATE Design CFM Duct Height -Net inside dimension in inches 4"CFM 6"CFM 8"CFM 10"CFM 12" 60 6x4 60 4x6 90 4x8 120 4x10 150 4x12 90 8x4 110 6x6 160 6x8 215 6x10 270 6x12 120 10x4 160 8x6 230 8x8 310 8x10 400 8x12 150 12x4 215 10x6 310 10x8 430 10x10 550 10x12 180 14x4 270 12x6 400 12x8 550 12x10 680 12x12 210 16x4 320 14x6 490 14x8 670 14x10 800 14x12 240 18x4 375 16x6 580 16x8 800 16x10 950 16x12 270 20x4 430 18x6 670 18x8 930 18x10 1100 18x12 300 22x4 490 20x6 750 20x8 1060 20x10 1250 20x12 330 24x4 540 22x6 840 22x8 1200 22x10 1400 22x12 600 24x6 930 24x8 1320 24x10 1600 24x12 650 26x6 1020 26x8 1430 26x10 1750 26x12 710 28x6 1100 28x8 1550 28x10 1950 28x12 775 30x6 1200 30x8 1670 30x10 2150 30x12 40 21/2 x10 1300 32x8 1800 32x10 2300 32x12 70 21/2 x14 1400 34x8 1930 34x10 2450 34x12 150 21/2 x30 1500 36x8 2060 36x10 2600 36x12 100 31/2 x14 2200 38x10 2750 38x12 220 31/2 x30 2350 40x10 2900 40x12 3050 42x12 FIELD DUCT SIZING CHART Flexible Duct Round Metal Pipe Duct Size Design Airflow 5"50 6"85 7"125 8"180 9"240 10"325 12"525 14"750 16"1200 18"1500 20"2000 Duct Size Design Airflow 5"50 6"75 7"110 8"160 9"225 10"300 12"480 14"700 16"1000 18"1300 20"1700 ROUND DUCT SIZE ESTIMATE INTERNATIONAL BUILDING CODE INTERNATIONAL ENERGY CONSERVATION CODE INTERNATIONAL EXISTING BUILDING CODE INTERNATIONAL FIRE CODE INTERNATIONAL FUEL AND GAS CODE INTERNATIONAL MECHANICAL CODE INTERNATIONAL PLUMBING CODE INTERNATIONAL PROPERTY MAINTENANCE CODE INTERNATIONAL RESIDENTIAL CODE INTERNATIONAL SWIMMING POOL &SPA CODE NFPA 101 LIFE SAFETY CODE NATIONAL ELECTRICAL CODE CODES AND STANDARDS 2018 EDITION 2018 EDITION 2018 EDITION 2018 EDITION 2018 EDITION 2018 EDITION 2018 EDITION 2018 EDITION 2018 EDITION 2018 EDITION 2018 EDITION 2017 EDITION Mechanical Specifications Disclaimer and General Use Definition: 1. The structural portion of these documents are not intended to function alone. They are a portion of the larger construction document package drafted by sub-consultants under the direction of the project architect. All of these documents are intended to function together. 2. If no stamp is present on these documents, they shall be considered preliminary and developed for coordination or pricing purposes. 3. These structural documents were drafted by DB Structural Design Ltd. as the Engineer of Record, referred to herein as the EOR. 4. It is the responsibility of the contractor to notify the EOR of any discrepancy between these drawings and the overall set of construction documents developed by the other consultants. 5. It is not acceptable to deviate from these documents without first explicitly notifying the EOR in writing of any deviation. These deviations should be reviewed and approved by the EOR before proceeding. 6. Review of a submittal is not considered approval of deviation unless explicitly noted by the EOR. 7. The structure documented herein is intended to function in a completed state. It is the responsibility of the contractor to construct this building in a safe and structurally sound manner. The contractor is responsible for all means and methods of construction. 8. All project safety is the responsibility of the contractor. If any structural elements are used for anything other than their intended design, the EOR shall be notified prior to this use. Examples include fall protection and temporary guard rail attachment points. 9. These documents are not intended to be "scaled." All dimensions are explicitly provided. If an element cannot be located based on the information provided, contact EOR for clarification. 10. No damage to the structure during construction shall be repaired without first notifying the EOR. 11. The general notes are intended to function as the project specifications. 12. It is the responsibility of the contractor to review all submittals prior to the EOR review. 13. All submittal reviews are conducted by the EOR as a courtesy to the contractor to assist in the construction process and to ensure the construction documents are being interpreted correctly. STRUCTURAL DESIGN CRITERIA Wind Loading Basic Wind Speed (mph) Exposure Category Vult = 115, Vasd = 90 B Notes: 1. The referenced building code in this design criteria defines the appropriate edition of all referenced codes and standards. If the governing code does not define an appropriate code or standard the latest edition shall be used. 2. Minimum flat roof snow according to the Garfield County Building Department. 3. Live loads are determined according to IBC, Section 1607 and ASCE 7, Chapter 4. 4. See load keys for definition of loads. Building Code: 2015 IBC Local Jurisdiction: Garfield County Risk Category: II Snow Loading Ground Snow Load, Pg (psf)57 Minimum Flat Roof Snow, Pf (psf)40 Foundations Geotechnical information has been assumed per IBC minimum values pending an open pit test to be verified by a geotechnical engineer Allowable Bearing Capacity (psf)1500 Minimum Frost Depth (in)36 Seismic Loading Site Class D Seismic Design Category B TRUCTURALS D DESIGN © 2024 DBSD Ltd. www.dbsd.com B 1001 Grand Ave, Suite 211 Glenwood Springs, CO 81601 info@dbsd.com DB S TR U C T U R A L DES I G N DATE: PROJECT #: ISSUE: S0.1 TITLE SHEET 03/22/24 240320 10 1 M O N U M E N T R I D G E PERMIT 10 1 M O N U M E N T R I D G E PA R A C H U T E , C O 8 1 6 3 5 ADDL ADDITIONAL AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL ALT ALTERNATE/ALTERNATIVE APPROX APPROXIMATE ARCH ARCHITECTURE/ARCHITECTURAL B/ BOTTOM OF BLDG BUILDING BM BEAM BOT BOTTOM BP BASE PLATE BRG BEARING BTWN BETWEEN C CHANNEL SECTION CIP CAST-IN-PLACE CJ CONSTRUCTION/CONTROL JOINT CJP COMPLETE JOINT PENETRATION CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN COMP COMPRESSION CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS COORD COORDINATE CTR CENTER CTRD CENTERED D DEPTH DBA DEFORMED BAR ANCHOR DIA, Ø DIAMETER DIM DIMENSION SHEET #SHEET NAME S0.1 TITLE SHEET S0.2 GENERAL NOTES S0.4 TYPICAL DETAILS S0.5 TYPICAL DETAILS S0.6 TYPICAL DETAILS S2.0 FOUNDATION PLAN S2.1 MAIN LEVEL FRAMING PLAN S2.2 ROOF FRAMING PLAN S4.0 DETAILS S5.0 SCHEDULES STRUCTURAL ABBREVIATIONS SHEET LIST DN DOWN DTL DETAIL DWG DRAWING DWL DOWEL (E) EXISTING CONSTRUCTION E/ EDGE OF EA EACH EF EACH FACE EJ EXPANSION JOINT ELEV ELEVATION EQUIP EQUIPMENT EQUIV EQUIVALENT EW EACH WAY EXP EXPANSION EXT EXTERIOR F/ FACE OF FDN FOUNDATION FLR FLOOR FS FAR SIDE FTG FOOTING GA GAGE/GAUGE GALV GALVANIZE(D) GB GRADE BEAM GC GENERAL CONTRACTOR GEN GENERAL GLB GLULAM BEAM GLC GLULAM COLUMN GR GRADE HDG HOT DIPPED GALVANIZED HDR HEADER HK HOOK HORIZ HORIZONTAL HSA HEADED STUD ANCHOR HSS HOLLOW STRUCTURAL SECTION HT HEIGHT I/F INSIDE FACE ID INSIDE DIAMETER INFO INFORMATION INT INTERIOR JST JOIST JT JOINT KIP, K 1,000 POUNDS KLF 1,000 POUNDS PER LINEAL FOOT KSF KIPS PER SQUARE FOOT KSI KIPS PER SQUARE INCH L LENGTH LAT LATERAL LBS POUNDS LLBB LONG LEG BACK-TO-BACK LLH LONG LEG HORIZTONAL LLV LONG LEG VERTICAL LONG LONGITUDINAL LSH LONG SIDE HORIZONTAL LSL LAMINATED STRAND LUMBER LVL LAMINATED VENEER LUMBER LWT LIGHTWEIGHT MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MID MIDDLE MIN MINIMUM MISC MISCELLANEOUS MTL METAL (N) NEW CONSTRUCTION No NUMBER NOM NOMINAL NS NEAR SIDE NTS NOT TO SCALE NWT NORMAL WEIGHT O/F OUTSIDE FACE OC ON CENTER OD OUTSIDE DIAMETER OH OPPOSITE HAND OPNG OPENING OPP OPPOSITE OSB ORIENTED STRAND BOARD PAF POWDER ACTUATED FASTENER PAR PARALLEL PCF POUNDS PER CUBIC FOOT PEN PENETRATION PERP PERPENDICULAR PJP PARTIAL JOINT PENETRATION PL PLATE PLF POUNDS PER LINEAL FOOT PLY PLYWOOD PREFAB PREFABRICATED PRELIM PRELIMINARY PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSL PARALLEL STRAND LUMBER PT PRESSURE TREATED R RADIUS RE: REFERENCE REINF REINFORCE/REINFORCING/REINFORCEMENT REM REMAINING REQ'D REQUIRED REV REVISION SC SLIP CRITICAL SCHED SCHEDULE SCL STRUCTURAL COMPOSITE LUMBER SECT SECTION SIM SIMILAR SLBB SHORT LEG BACK-TO-BACK SOG SLAB-ON-GRADE SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL STD STANDARD STIFF STIFFENER STL STEEL STRUCT STRUCTURAL T&B TOP AND BOTTOM T, THK THICK/THICKNESS T/ TOP OF TEMP TEMPORARY/TEMPERATURE TENS TENSION TRANS TRANSVERSE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD W WIDTH W/ WITH W/O WITHOUT WF WIDE FLANGE SECTION WP WORK POINT WT WEIGHT/STRUCTURAL TEE SECTION WWF WELDED WIRE FABRIC # DESCRIPTION DATE ODAROLOC D E S NECIL A L E NGINEER NOISS E F O R P 03/22/2024 Foundation Notes: 1. The foundations for this project have been designed based on information provided within the geotechnical report. This information is summarized in the design criteria section of these documents. 2. The foundation system was selected based on recommendations by the geotechnical engineer. 3. Special care should be taken to adhere to any and all recommendations by the geotechnical engineer. 4. Soils shall be inspected and approved by the geotechnical engineer after excavation and prior to placement of new foundations or slab on grade. Written approval should be obtained before proceeding. 5. Ensure that bottom of footing is placed below frost depth, noted in the design criteria, measured from finished grade to bottom of footing. 6. Backfill against structure may not occur prior to installation of any and all floors at or below grade. This includes basement slab on grade, where present. 7. In the case of a crawl space with no slab on grade, exterior footings shall be buried a minimum of 1'-0" measured from t/grade in crawl space to bottom of footing. 8. Concrete walls are not designed to resist saturated soil unless noted otherwise. Consult architectural documents for appropriate drainage requirements. Soil drainage is not shown in structural construction documents. Cast in Place Concrete Notes: 1. Refer to ACI 318, ACI 301, and ACI 117 for all standards, specifications, and tolerances respectively. 2. Contractor shall submit all mix designs for review by the EOR. 3. Contractor shall submit all penetrations, not shown in structural construction documents, in either walls or slabs for review by the EOR. 4. Refer to architectural documents for any openings not dimensioned or shown in structural documents. 5. Provide 3/4" chamfer at top of wall and all outside corners of concrete walls. 6. Provide standard hook length at all hooked bars unless noted otherwise. 7. If splice class is not specified, provide class B splice. 8. Welding of reinforcement is prohibited unless A706 weldable rebar is provided. 9. All concrete is intended to be cast-in-place unless noted otherwise. 10. Any shotcrete should be coordinated with the EOR prior to construction. 11. Unless noted otherwise, provide (2)#5 at each side of openings. Extend 24" beyond edges of opening. 12. No curing compounds should be used on a slab that will receive another layer above. Ex: paint, tile, or topping slab. 13. All reinforcing is to be 60 ksi unless noted otherwise. CONCRETE MIX DESIGN REQUIREMENTS Element Compressive Strength (psi) Max Water/ Cement Ratio Aggregate size (in) Air Content Slump (in)Exposure Class Footings 4,500 0.45 3/4 5%4 F2 S0 W1 C1 Freeze Thaw Walls 4,000 0.50 3/4 5%4 Sulfate Water Contact Corrosion F1 S0 W1 C1 1. Concrete construction tolerances per ACI 117. 2. Provide Type I or Type II cement unless noted otherwise. 3. All concrete is considered normal weight concrete unless noted otherwise. 4. Compressive strength above is the 28 day compressive strength unless noted otherwise. 5. Concrete mix design shall follow ACI 301. 6. Concrete mix design testing shall be conducted per ACI 301. The following items are taken from ACI 301 and shown below for the contractors use in the field. A. Obtain samples of fresh concrete in accordance with ASTM C172. B. A minimum of one composite sample shall be obtained for each 150 yd3 of concrete per day. C. Each sample used to mold strength test specimens shall be tested for slump, air content, temperature, and density. Slab on Grade 5,000 0.40 3/4 6%4 F2 S0 W0 C2 METAL DECK ------------------ Wood Framing Notes: 1. Refer to ANSI/AF&PA NDS for wall wood construction tolerances and specifications. 2. All member sizes are nominal unless noted otherwise. Actual dressed sizes are based on sizes set forth in American Softwood Lumber Standard PS 20-10. 3. All wood framing shall have a moisture content less than or equal to 19% and should be marked S-Dry or KD. 4. Sill Plates shall be pressure treated Douglas Fir-Larch and stamped to show compliance with AWPA. 5. Any connectors, anchors, bolts, or hangers in contact with treated wood shall be hot dip galvanized G90 or stainless steel. 6. All nails to be common wire nails and conform to ASTM F1667. 7. If using pneumatic nail gun, nail length and diameter must be greater than or equal to the specified common wire nail. 8. All steel plates used in wood construction shall conform to ASTM A36. 9. All bolting of wood members shall conform to ASTM A307. 10. Bolt holes shall be 1/16" oversized. 11. Retighten all bolts prior to installation of finishes. 12. Lag screws shall penetrate the main member a minimum of 8D, where D is the shaft diameter, unless noted otherwise. 13. Toenail lag screws shall be installed with a minimum edge distance of 4D, where D is the shaft diameter. 14. Sheathing for roofs and walls shall conform to APA PS-2 standards. All panels shall be Exposure 1, unless noted otherwise. A. Wall sheathing shall have an APA Span Rating of 32/16 with a minimum thickness of 15/32". B. Floor sheathing shall be APA Rated Sturd-I-Floor 24 oc with a minimum thickness of 23/32". C. Roof sheathing shall have an APA Span Rating of 40/20 with a minimum thickness of 19/32". 15. Typical LVL width is 1 3/4" unless noted otherwise. 16. Wood i-joists noted as BCI on the drawings shall be engineered products by Boise Cascade or approved equal. REINFORCEMENT LAP SPLICE LENGTH Bar Size Splice Length (in) #3 19 #4 25 #5 31 #6 37 #7 54 #8 62 #9 70 Hook Development (in) 8 10 12 15 17 19 22 Notes: 1. This table assumes a minimum of f'c = 4,000 psi. 2. All splice lengths are considered a class B lap splice. 3. All hooks are 90°hooks with standard hook lengths. 4. Concrete is considered normal weight. 5. All splice lengths are considered Case #1. A. Clear spacing of bars not less than 2x diameter of bar. B. Clear cover not less than diameter of bar. 6. If any of this criteria is not satisfied, contact Engineer of Record. NAIL DIMENSIONS Common Nail Minimum Diameter (in) 6d 0.113 8d 0.131 10d 0.148 12d 0.148 16d 0.162 20d 0.192 Minimum Length (in) 2 2.5 3 3.25 3.5 4 Allowable Box Nail/Sinker Nail Substitute (Nail Gun Nails) 8d 16d/12d 20d/16d 40d/20d 40d/20d NA/30d Notes: 1. All nails specified in structural drawings are common nails unless noted otherwise. 2. When substituting nail gun nails, refer to substitute column. CONCRETE MATERIALS Material Portland Cement Standard ASTM C150, Type I or Type II Notes: 1. Type III Portland cement may be used if acceptable to the project architect. Fly Ash ASTM C618, Class C or F Aggregate ASTM C33 Water Potable Water Reducing Admixture ASTM C494, Type A or Type D High Range Water Reducing Admixture ASTM C494, Type F or Type G Accelerator Admixture Air Entraining Admixture ASTM C260 Curing Compound ASTM C309, Type I, Class A Reinforcing Bars ASTM A615, Grade 60 Epoxy Coated Reinforcing bars ASTM A775 or ASTM A954 Weld Wire Fabric ASTM A185 Vapor Retarder Below SOG ASTM E1745, Class A ASTM C494,Type C or Type E Weldable Reinforcing Bars ASTM A706, Grade 60 Foundation and Soils Inspection Notes: 1. Special inspections and testing shall conform to chapter 17 of the IBC and the local building department. 2. Any item not noted as continuous inspection shall be inspected periodically. It is the responsibility of the special inspector to determine and coordinate the frequency of their inspections. 3. The following shall have inspection verification of size, location, quantity, and tolerance: A. Compaction B. Pile, micropile, screw pile, or helical pier installation. C. Permanent soil retention elements. 4. The following shall have inspection and testing verification of strength, grade, classification, quality, density, proportions, and manufacturers certification reports: A. Footing and soil bearing material. B. Slab on grade subgrade material. C. Compaction. D. Pile, micropile, screw pile, or helical pier installation. E. Pile, micropile, screw pile, or helical pier load testing. F. Permanent soil retention elements. 5. The following shall have continuous inspection and verification of operations and conditions: A. Compaction B. Pile, micropile, screw pile, or helical pier installation. C. Permanent soil retention elements. Cast in Place Concrete Inspection Notes: 1. Special inspections and testing shall conform to chapter 17 of the IBC and the local building department. 2. Any item not noted as continuous inspection shall be inspected periodically. It is the responsibility of the special inspector to determine and coordinate the frequency of their inspections. 3. The following shall have inspection verification of size, location, quantity, and tolerance: A. Formwork installation. B. Reinforcing placement. C. Steel embeds. D. Cast embedded anchors. E. Verification of mix design use on site prior to placement. F. Concrete placement. G. Post-installed anchors in overhead applications. H. All other post installed anchors. I. Floor flatness survey. 4. The following shall have inspection and testing verification of strength, grade, classification, quality, density, proportions, and manufactures certification reports: A. Reinforcing placement. B. Steel embeds. C. Cast embedded anchors. D. Concrete strength, slump, temperature, and air content. E. Concrete placement. F. Concrete curing. G. Post-installed anchors in overhead applications. H. All other post-installed anchors. I. Welded reinforcing. 5. The following shall have Continuous inspection and verification of operations and conditions: A. Concrete strength, slump, temperature, and air content. B. Verification of mix design use on site prior to placement. C. Concrete placement. D. Post-installed anchors in overhead applications. 6. If any welding of reinforcing is to be conducted, certifications of the welder shall be verified. MINIMUM NAILING REQUIREMENTS Connection Common Nails 1"x6" sheathing to bearing or joist (2)8d Alternate Option -- 1"x8" and greater sheathing to bearing or joist (3)8d -- 2" subfloor to joist, girder, or blocking (3)16d blocking to top plate below, toenail ea end (3)8d (3)0.131"Øx3" blocking between rafter/truss to rafter/truss (2)8d toenail ea end or (2)16d end nail (2)0.131"Øx3" toenail ea end or (3)0.131"Øx3" end nail bottom plate to joist or blocking 16d@16”OC 0.131"Øx3"@12”OC top or bottom plate to stud (2)16d (3)0.131"Øx3" stud to top or bottom plate (4)8d toenail (4)0.131"Øx3" toenail top plate to top plate 16d@16”OC 0.131"Øx3"@12”OC stud to stud 16d@24”OC 0.131"Øx3"Ø@16”OC top plate lap at corners (2)16d (3)0.131"Øx3" Rim joist/blocking to top plate 8d@6”OC toenail 0.131"Øx3"@6”OC built up header, 2”to 2”16d@16”OC ea face -- continuous header to stud (4)8d toenail -- ceiling joists to plate (3)8d toenail (3)0.131"Øx3" toenail ceiling joists not attached to parallel rafter, laps over partitions (3)16d (4)0.131"Øx3" ceiling joists attached to parallel rafter IBC table 2308.7.3.1 IBC table 2308.7.3.1 joist at all bearings (3)8d toenail (3)0.131"Øx3" toenail joist to rim joist (3)16d end nail (4)0.131"Øx3" end nail rafter/roof truss to top plate (3)10d toenail (4)0.131"Øx3" toenail roof rafter to ridge, valley, or hip (2)16d end nail (3)0.131"Øx3" end nail 1”brace to ea stud and plate (2)8d face nail (2)0.131"Øx3" face nail built up corner studs 16d@24”OC 0.131"Øx3"@12”OC 2”planks (2)16d face nail -- Notes: 1. These are the minimum required nail connections, uno. Contract documents may have more strict requirements, RE: Plan and Details. -- DESIGN VALUES FOR DIMENSIONAL LUMBER Grade Douglas Fir-Larch (DFL) Flexural Stress (psi) Compressive Stress (psi) Horizontal Shear Stress (psi) Modulus of Elasticity (ksi) Select Structural (SS)1,500 1,700 180 1,900 No1 1,000 1,500 180 1,700 No2 900 1,350 180 1,600 Stud 700 850 180 1,400 1,250 1,400 135 1,500 No1 / No2 875 1,150 135 1,400 Stud 675 725 135 1,200 Spruce-Pine-Fir (SPF) Hem-Fir (HF) 1,400 1,500 150 1,600 No1 975 1,350 150 1,500 No2 850 1,300 150 1,300 Stud 675 800 150 1,200 Select Structural (SS) Select Structural (SS) DESIGN VALUES FOR MANUFACTURED LUMBER Type -E Flexural Stress (psi) Compressive Stress (psi) Tensile Stress (psi) Comressive Stress Perp (psi) Horiz Shear Stress (psi) Modulus of Elasticity (ksi) Laminated Strand Lumber (LSL) 2x4 and 2x6 Studs -1.3E 1,700 1,400 1,075 435 400 1,300 2,250 2,325 2,600 2,500 2,900 2,900 2,025 750 290 2,000 1,8002306001,7552,500 2,510 1,555 750 285 2,000 1,5503108001,0701,350 1,950 1,500 475 400 1,5002x8 Studs -1.5E Headers and Beams -1.55E Headers and Beams -2.0E Headers and Beams -2.0E Laminated Veneer Lumber (LVL) Parallel Strand Lumber (PSL) Columns -1.8E TRUCTURALS D DESIGN © 2024 DBSD Ltd. www.dbsd.com B 1001 Grand Ave, Suite 211 Glenwood Springs, CO 81601 info@dbsd.com DATE: PROJECT #: ISSUE: S0.2 GENERAL NOTES 03/22/24 240320 10 1 M O N U M E N T R I D G E PERMIT 10 1 M O N U M E N T R I D G E PA R A C H U T E , C O 8 1 6 3 5 # DESCRIPTION DATE ODAROLOC D E S NECIL A L E NGINEER NOISS E F O R P 03/22/2024 TY P TE N S I O N L A P S P L I C E RE : G E N N O T E S TY P TE N S I O N L A P S P L I C E RE : G E N N O T E S TYP STD HOOK CORNER BAR, MATCH HORIZ WALL REINF STD REINF DOWEL, MATCH HORIZ WALL REINF 0" T Y P 0" TYP CONSTRUCTION JOINT CAN BE LOCATED BY CONTRACTOR, MUST BE ON CONT FTG CONC WALL, RE: PLAN CONT WALL REINF, RE: PLAN, TYP TYP TENSION LAP SPLICE RE: GEN NOTES MA X 2' - 0 " RE : F T G S C H E D FD N T H I C K N E S S OPTIONAL CONSTRUCTION JOINT 1'-0" MIN RE: GEN NOTES SPLICE, TYP 1 1 / 2 " 1 1/2" Z-BAR TO MATCH FTG REINF, TAIL LENGTH = SPLICE LENGTH, RE: GEN NOTES 1 2 MIN TYP FDN REINF, RE: FTG SCHED TYP FDN REINF, RE: FTG SCHED FDN WALL & REINF NOT SHOWN FOR CLARITY WALL REINF RE: DETAILS (2)#5 TOP & BOT #4@12" HOOK EA END WALL THICKNESS BEARING POCKET = HORIZONTAL BARS ARE CONTINUOUS THROUGH JOINT OR PROVIDE ENOUGH LENGTH FOR SPLICE BEYOND JOINT EXTEND WALL VERTICAL BARS THROUGH BEARING POCKET, MINIMUM (2)#5 PARALLEL DEEP WALL LOW FTG MAX SPAN L = 3D TYP REINF HIGH FTG MI N D E P T H D= 2 ' - 6 " STEPPED FOOTING AT PARALLEL DEEP WALL AND BOT REINF MIN LAP SPLICE TOP WALL REINF RE: DETAILS (2)#5 TOP & BOT #4@12" HOOK EA END WALL THICKNESS BEARING POCKET = HOOK ALL BARS AT CORNER/WALL TERMINATION EXTEND WALL VERTICAL BARS THROUGH BEARING POCKET, MINIMUM (2)#5 PERPENDICULAR DEEP WALL LOW FTG MAX SPAN L = 3D TYP REINF HIGH FTG MI N D E P T H D= 2 ' - 6 " STEPPED FOOTING AT PERPENDICULAR DEEP WALL AND BOT REINF MIN LAP SPLICE TOP #4 CONT SOG REINF, RE: PLAN NOTES 2" CLR 2" C L R RE : P L A N ST E P T/SOG T/SOG STEP = 8" OR LESS #4 CONT T&B RE : P L A N ST E P T/SOG T/SOG STEP MORE THAN 8" TO 24" MAX #4@12"OC HORIZ WHEN STEP EXCEEDS 18" 1'-6" OPTIONAL CONST JOINT #4@18"OC 1'-6" SAWCUT OR TOOLED CONTROL JOINT, CAULK RE: ARCH T/SOG NOTES: 1. SAWCUT CONTROL JOINT WITHIN 8 HOURS (MAX) OF PLACEMENT OR USE TOOLED JOINT DURING FINISHING (CONTRACTOR'S OPTION). 2. PROVIDE CONTROL JOINTS AT 15'-0"OC EACH WAY MAXIMUM SPACING, UNO. CONSTRUCTION JOINTS CAN REPLACE CONTROL JOINTS. TYPICAL SOG CONTROL JOINT JOINT T/SOG NOTES: 1. STOP REINF AT EACH SIDE OF CONSTRUCTION JOINT. 2. PROVIDE CONTROL JOINTS AT 15'-0"OC EACH WAY MAXIMUM SPACING, UNO. CONSTRUCTION JOINTS CAN REPLACE CONTROL JOINTS. 3. UNO AT GARAGES, REINFORCING PASSING THROUGH CONSTRUCTION JOINTS SHALL BE EPOXY COATED. TYPICAL SOG CONSTRUCTION JOINT #3x3'-0"@18"OC THRU JOINT, CENTERED IN DEPTH RIM BOARD: MATCH JOIST SIZE STRAP W/ (13)0.131"Øx2 1/2" NAILS AND 14" EA SIDE OF JOINT NOTES: 1. STAGGER SPLICES 10'-0" (MIN). 2. WHERE PLAN CALLS FOR DOUBLE MEMBERS, USE SPLICE FOR BOTH. 3. ALLOWABLE TENSION THROUGH THE SPLICE IS 1705 LB. ELEVATION EQ EQ 2'-4" BOTTOM PLATE (2)0.148"ØX3" NAILS INTO EACH JOIST 2x NON-LOADING BEARING WALL, RE: ARCH FLOOR FRAMING JOIST PERPENDICULAR TO WALL BOTTOM PLATE (2)0.148"Øx3" NAILS INTO BLOCKING 2x NON-LOADING BEARING WALL, RE: ARCH SOLID BLOCKING@16"OC, ALIGN WITH STUD WALLS JOIST PARALLEL TO WALL FLOOR FRAMING (3)0.148"Øx3" NAILS EA SIDE NOTE: CONTRACTOR MAY ELIMINATE BLOCKING BY DOUBLING JOISTS DIRECTLY BELOW WALL, DO NOT EXCEED JOIST SPACING SHOWN ON PLAN NOTES: 1. NON-BEARING PARTITION WALLS ARE NOT TYPICALLY IDENTIFIED ON STRUCTURAL PLANS. THIS DETAIL IS INTENDED TO BE USED TO LATERALLY SUPPORT NON- STRUCTURAL WALLS. 2. THIS DETAIL SHOULD NOT BE APPLIED FOR WALLS THAT ARE SHOWN ON PLAN. JOIST WEB FILLER, TYP SHEATHING EDGE NAILING, RE: PLAN NOTES 2x NON-LOADING BEARING WALL, RE: ARCH CEILING JOIST, RAFTER, OR ROOF TRUSS SIMPSON DTC@48"OC, MAX, LEAVE 1/2" GAP FULL HEIGHT WALL PERPENDICULAR TO FRAMING SHEATHING EDGE NAILING, RE: PLAN NOTES SIMPSON DTC@48"OC, MAX, LEAVE 1/2" GAP FULL HEIGHT WALL PARALLEL TO FRAMING (2)0.148"Øx3" TOENAILS NOTES: 1. NON-BEARING PARTITION WALLS ARE NOT TYPICALLY IDENTIFIED ON STRUCTURAL PLANS. THIS DETAIL IS INTENDED TO BE USED TO LATERALLY SUPPORT NON-STRUCTURAL WALLS. 2. THIS DETAIL SHOULD NOT BE APPLIED FOR WALLS THAT ARE SHOWN ON PLAN. 3. THIS DETAIL IS INTENDED TO BE USED ONLY WHEN THE WALL MUST MOVE VERTICALLY. Ex: WALL IS SUPPORTED BY SOG BELOW. BLOCKING@48"OC CEILING JOIST, RAFTER, OR ROOF TRUSS 2x NON-LOADING BEARING WALL, RE: ARCH TRUCTURALS D DESIGN © 2024 DBSD Ltd. www.dbsd.com B 1001 Grand Ave, Suite 211 Glenwood Springs, CO 81601 info@dbsd.com DATE: PROJECT #: ISSUE: S0.4 TYPICAL DETAILS 03/22/24 240320 10 1 M O N U M E N T R I D G E PERMIT 10 1 M O N U M E N T R I D G E PA R A C H U T E , C O 8 1 6 3 5 TYPICAL DETAIL NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UNDERSTAND THE TYPICAL DETAILS AND USE THEM WHERE NECESSARY. 2. TYPICAL DETAILS ARE NOT REFERENCED IN THE CONTRACT DOCUMENTS. NTS3TYPICAL WALL REINFORCING DETAIL NTS4CONCRETE WALL CONSTRUCTION JOINT NTS1TYPICAL FOOTING STEP NTS2TYPICAL SLAB-ON-GRADE STEPS NTS5TYPICAL SLAB-ON-GRADE JOINTING NTS6TYPICAL RIM BOARD SPLICE NTS7TYPICAL NON-BEARING PARTITION WALL BASE SUPPORT NTS8TYPICAL NON-BEARING PARTITION WALL ABOVE SOG # DESCRIPTION DATE ODAROLOC D E S NECIL A L E NGINEER NOISS E F O R P 03/22/2024 TYP RE: PLAN TOP PLATE SPLICE TYPICAL STUD, RE: NOTES STUD PACK, RE: TYPICAL DETAILS AND PLAN ADJACENT WOOD BEAM, NAIL SILL PLATE TO STUD, RE: MINIMUM REQUIREMENTS STUD WALL DBL TOP PLATE TYP PROVIDE PLYWOOD SHIM WHEN NECESSARY TO UTILIZE FULL BEARING WIDTH OF COLUMN NOTES: 1. THIS ELEVATION IS INTENDED AS MINIMUM REQ'D EXAMPLE. NOTES ON PLAN MAY HAVE ADDITIONAL REQUIREMENTS. 2. ALL WOOD IN TYPICAL BEARING WALL SHALL BE DFL No2 UNO. STUD GRADE IS NOT PERMITTED. 3. WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED DFL No2 UNO. 4. ALL STUDS ARE ASSUMED TO BE BRACED BY PLYWOOD SHEATHING, OSB, OR GYP BOARD ON BOTH INSIDE AND OUTSIDE FACES, TYP. 5. ALL FASTENERS IN SHEATHING, OSB, OR GYP MUST BE@8"OC MAX. 6. TYPICAL ANCHOR BOLTS ARE GALVANIZED 5/8"Ø J OR L BOLTS. TITEN HD'S OF SAME SIZE AND EMBEDMENT ARE AN ACCEPTABLE SUBSTITUTE. 7. GYP WALL SHEATHING MUST ATTACH TO STUD@8"OC MIN TO BRACE STUD. ANCHOR BOLT, TYP WALL PENETRATION WALL PENETRATION TYPICAL STUD PACK, TYPICAL RIM BOARD, 1 1/4" MINIMUM THICKNESS FLOOR SHEATHING TYP 6"MIN MAX, TYP 4'-0"TY P 7" PROVIDE SIMPSON A34 WHEN HEADER INTERRUPTS TOP PLATE RIM BOARD SPLICE, T/CONC T/PLATE RE: ARCH T/SHEATHING RE: 4/S0.5 RE: 3/S0.5 RE: 6/S0.4 RE: 1/S0.6 RE: TYPICAL WOOD BEAM BEARING DETAIL, RE: 1/S0.6 WALL PENETRATION PENETRATION HEADER PENETRATION HEADER NAILING REQUIREMENTS, RE: SCHEDULE KING STUD(S), RE: NOTES TRIMMER STUD(S), RE: SCHEDULE 2x SILL WIND GIRT, RE: NOTES SIMPSON A34, RE: NOTES SPAN 1 3/4" 1.5E LSL 3'-0"(2)2x6 2x DFL No2 1 3/4" LVL TRIMMER STUDS REQ'D 1 HEADER NAILING (2)0.148"Øx3" SILL TRIMMER, RE: NOTES (2)5 1/2" 4'-0" 5'-0" 6'-0" RE: SCHEDULE SPAN (2)5 1/2" (2)2x8 (3)2x8 (3)2x10 7'-0"(3)2x12 8'-0"(3)2x14 1 (2)0.148"Øx3" 1 (3)0.148"Øx3" 1 (3)0.148"Øx3" (2)7 1/4" 1 (4)0.148"Øx3" 2 (4)0.148"Øx3" (2)5 1/2" (2)5 1/2" (3)7 1/4" (2)9 1/2" 9'-0"NP 2 (5)0.148"Øx3" (3)9 1/2" 10'-0"NP 2 (5)0.148"Øx3"(3)9 1/2" (2)5 1/2" (2)5 1/2" (3)5 1/2" (2)7 1/4" (2)9 1/2" (2)9 1/2" (3)9 1/2" SIMPSON A34 RE: NOTES TYPICAL HEADER SCHEDULE INTERRUPTED STUD NOTES: 1. THIS DETAIL APPLIES FOR HEADERS THAT ARE NOT CALLED OUT ON PLAN. 2. NOTIFY ENGINEER OF ANY CONDITIONS THAT DO NOT APPLY TO THIS TABLE. 3. MAX HEIGHT OF WALL IS 12'-0" MAX. 4. NUMBER OF KING STUDS REQ'D PER SIDE IS HALF THE NUMBER OF INTERRUPTED STUDS, ONE STUD MINIMUM. 5. ONE 2x SILL PLATE IS ACCEPTABLE UP TO 7'-0". FOR OPENINGS GREATER THAN 7'-0" PROVIDE (2)2x SILL PLATES UP TO 10'-0". 6. SIMPSON A34 REQ'D FROM KING STUD TO T&B PLATE WHEN OPENING IS GREATER THAN 6'-0". 7. SIMPSON A34 REQ'D AT WINDOW SILL PLATE GREATER THAN 4'-0". 8. NAILING OF BUILT-UP STUD PACKS IS DEFINED IN THE TYPICAL STUD PACK NAILING DETAIL. 9. PROVIDE (2)0.148"Øx3" NAILS THROUGH SILL WIND GIRT INTO SILL TRIMMER AND (2)0.148"Øx3" NAILS THROUGH HEADER TRIMMER INTO SILL WIND GIRT. 10. ALL A34 NAILING MAY USE 0.148"Øx1 1/2" NAILS, TYP THIS DETAIL. RE:CL CL RE: VERTICAL SHEATHING ORIENTATION MI N 2' - 0 " T/PLATE FIELD NAILING AT INTERMEDIATE SUPPORTS, RE: PLAN NOTES HORIZONTAL SHEATHING ORIENTATION EDGE NAILING AT ALL PANEL EDGES, RE: PLAN NOTES MULTI STUDS AT CORNERS AND EDGE OF WALLS T/WALL FOUNDATION WALL, RE: PLANS NOTES: 1. MINIMUM NAIL EDGE DISTANCE SHALL BE 3/8". 2. PANELS SHALL NOT BE LESS THAN 4'-0"x8'-0" EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING. ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. 3. NAILS SHALL BE COMMON WIRE NAILS OR APPROVED EQUAL AND SHALL NOT BE OVERDRIVEN. 4. SHEATHING MAY BE ORIENTED IN VERTICAL OR HORIZONTAL ORIENTATION. 5. AT VERTICAL SHEATHING ORIENTATION, STUD SPACING SHALL NOT EXCEED 16"OC. 6. RE: GENERAL NOTES AND PLANS FOR ADDITIONAL INFORMATION. 7. RE: SHEAR WALL SCHEDULE FOR BLOCKING AT WALLS DESIGNATED AS SHEAR WALLS ON PLAN. ELEVATION VIEW RE: 5/S0.5 RE: 5/S0.5 STAGGER SHEATHING EDGESFIELD NAILING AT INTERMEDIATE SUPPORTS EDGE NAILING AT ALL PANEL EDGES LONG DIRECTION OF SHEATHING SHALL BE ORIENTED PERPENDICULAR TO SPAN DIRECTION OF FRAMING FRAMING MEMBERS SUPPORTING SHEATHING BLOCKING AT LOCATIONS SHOWN ON PLAN NOTES: 1. MINIMUM EDGE DISTANCE SHALL BE 3/8". 2. PANELS SHALL NOT BE LESS THAN 4'-0"x8'-0" EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING WHERE MINIMUM PANEL DIMENSION SHALL BE 24" UNLESS ALL EDGES OF THE UNDERSIZED PANELS ARE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. 3. NAILS SHALL BE COMMON WIRE NAILS OR APPROVED EQUAL AND SHALL NOT BE OVERDRIVEN. 4. RE: GENERAL NOTES AND PLANS FOR ADDITIONAL INFORMATION. NAILS OR SCREWS@8"OC MAX AT BOUNDARY LAMINATIONS OF STUD PACK PLYWOOD, OSB, OR GYPSUM WALL SHEATHING NAILS OR SCREWS@8"OC MAX AT BOUNDARY AND MIDDLE LAMINATIONS AT (5)PLY STUD PACK TYPICAL WALL SHEATHING TO STUD PACK ATTACHMENT (2)PART COL STAGGERED 0.148"Øx3" COMMON WIRE NAILS@4"OC, ALT SIDES (3)PART COL STAGGERED 0.148"Øx3" COMMON WIRE NAILS@4"OC, ALT SIDES (4, OR 5)PART COL 4TH PART -STAGGERED 0.148"Øx3" COMMON WIRE NAILS@4"OC 4TH PART TYP (3)PART COL 4" TYP (3)PART COL 4TH PLY, 5TH PLY SIM 4" 8" 1 1/2"1 1/2" 4" 8" 1 1/2"1 1/2" 4" 8" 1 1/2"1 1/2" TYPICAL STUDS, RE: PLAN FOR SPACING, ATTACH SHEATHING W/ FIELD NAILS OR SCREWS (3), (4), OR (5) PLY STUD PACK NOTES: 1. NAILING APPLIES AT SPLICE OF BOTH UPPER AND LOWER TOP PLATES. 2. ALLOWABLE TENSION ACROSS SPLICE IS 3610 LB FOR DFL. 3. ALLOWABLE TENSION ACROSS SPLICE IS 6124 LB FOR HF/SPF. 4. TYPICAL NAILING AWAY FROM SPLICE IS 0.162"Øx3 1/2"@16"OC. 5. 4'-0" MINIMUM SPACING BETWEEN SPLICES. 6. CODE REFERENCE: IBC 2015, TABLE 2304.10.1 & 2303.5.3.2 ELEVATION NAIL W/(8)0.148"Øx3" ON EACH SIDE OF EACH BREAK IN TOP PLATE, STAGGER TO AVOID SPLITTING CENTER LOWER SPLICE OVER STUD TOP VIEW ELEVATION NAIL W/(8)0.148"Øx3" ON EACH SIDE OF EACH BREAK IN TOP PLATE, STAGGER TO AVOID SPLITTING CENTER LOWER SPLICE OVER STUD TOP VIEW SIMPSON CS16 COIL STRAP x 26" LONG W/ (22)0.148"Øx2 1/2" NAILS EACH SIDE OF SPLICE PLATE, CENTER STRAP ON SPLICE HEAVY DUTY TOP PLATE SPLICE* NOTES: 1. NAILING APPLIES AT SPLICE OF BOTH UPPER AND LOWER TOP PLATES. 2. ALLOWABLE TENSION ACROSS SPLICE IS 9600 LB FOR DFL. 3. ALLOWABLE TENSION ACROSS SPLICE IS 8400 LB FOR HF/SPF. 4. TYPICAL NAILING AWAY FROM SPLICE IS 0.162"Øx3 1/2"@16"OC. 5. 4'-0" MINIMUM SPACING BETWEEN SPLICES. 6. CODE REFERENCE: IBC 2015, TABLE 2304.10.1 & 2303.5.3.2 DISTANCE TYP 1 1/2" MIN END DISTANCE, TYP 1 1/2" MIN END TYP TOP PLATE SPLICE *DETAIL ONLY REQ'D WHERE SPECIFICALLY INDICATED ON PLAN TRUCTURALS D DESIGN © 2024 DBSD Ltd. www.dbsd.com B 1001 Grand Ave, Suite 211 Glenwood Springs, CO 81601 info@dbsd.com DATE: PROJECT #: ISSUE: S0.5 TYPICAL DETAILS 03/22/24 240320 10 1 M O N U M E N T R I D G E PERMIT 10 1 M O N U M E N T R I D G E PA R A C H U T E , C O 8 1 6 3 5 NTS5TYPICAL BEARING WALL ELEVATION NTS6TYPICAL WOOD HEADER SCHEDULE NTS2TYPICAL WALL SHEATHING DIAGRAM NTS1TYPICAL FLOOR AND ROOF SHEATHING DIAGRAM NTS4TYPICAL STUD PACK NAILING NTS3TYPICAL TOP PLATE SPLICE TYPICAL DETAIL NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UNDERSTAND THE TYPICAL DETAILS AND USE THEM WHERE NECESSARY. 2. TYPICAL DETAILS ARE NOT REFERENCED IN THE CONTRACT DOCUMENTS. # DESCRIPTION DATE ODAROLOC D E S NECIL A L E NGINEER NOISS E F O R P 03/22/2024 AA SIMPSON MST37 STRAP BEYOND IF DBL TOP PLATE INTERRUPTED WOOD BEAM 0.148"Øx3 1/2"@ 4"OC STAGGERED BOTH SIDES OF BEAM FULL HEIGHT STUD EA SIDE WOOD COLUMN TO MATCH BEAM WIDTH, RE: TYP BUILT UP COLUMN NAILING DETAIL DBL TOP PLATE OF WALL BEAM PERPENDICULAR TO WALL BEAM PARALLEL TO WALL SIMPSON MST37 STRAP BEYOND IF DBL TOP PLATE INTERRUPTED WOOD BEAM 0.148"Øx3 1/2"@ 4"OC STAGGERED KING STUD, RE: TYPICAL HEADER TABLE WOOD COLUMN TO MATCH BEAM WIDTH, RE: TYP BUILT UP COLUMN NAILING DETAIL TRIMMER STUDS, RE: PLAN A. SECTION -HOLES IN WOOD STUDS (NOTCHES NOT PERMITTED IN STUDS) D D/3 MAX NEATLY BORED HOLE 3x D M I N B. PLAN -NOTCHES IN WOOD PLATES NOT IN SHEAR WALLS (6)0.148"Øx1 1/2" PLATE PENETRATION D 1 1/2"x16GA STRAP EACH PLATE EACH SIDE OF NOTCH/HOLE C. PLAN -NOTCHES IN WOOD PLATES AT SHEAR WALLS D 1 1/2"x12GA STRAP EACH PLATE (12)0.148"Øx1 1/2"6" MAX D/ 2 M A X D. SECTION -NOTCHES AND HOLES IN WOOD JOISTS AND RAFTERS (APPLIES TO DIMENSIONAL LUMBER ONLY. FOR MANUFACTURED LUMBER OR WOOD I-JOIST RE: MANUFACTURER OR CONTACT ENGINEER) D/ 3 M A X 2" M I N 3xD MIN D D/5 MAX D/ 1 0 M A X EQ EQ PANEL EDGE NAILING, RE: PLAN NOTES 2x4 (FLAT) BLOCKING W/ SIMPSON Z2 AT EACH END USE ONLY WHERE DIAPHRAGM BLOCKING INDICATED ON PLAN, OR IN PLAN NOTES I-JOIST WOOD COLUMN BELOW WALL DOUBLE TOP PLATE BLOCK BETWEEN COL ABOVE AND BELOW, MATERIAL TO MATCH WIDTH OF COL BELOW WOOD COLUMN ABOVE 2" NOTES: 1. ALL NAILING ABOVE IS 0.148"Øx3" NAILS@12"OC TYP. 2. 4 PART, SCREWS OR BOLTS ARE ACCEPTABLE A. BOLTS TO BE 1/2"Ø A307 BOLTS@16"OC B. SCREWS ARE TO BE 1/4"x6" WOOD SCREWS@16"OC 3. MINIMUM EDGE DISTANCE FOR ALL FASTENERS IS 2". 4. OFFSET FASTENERS BY 1/2" FROM EA SIDE WHEN NECESSARY. 5. ALL MEMBERS ARE TO BE GLUED TOGETHER WITH EXTERIOR GLUE. 2 PART 3 PART 4 PART (2) ROWS OF FASTENERS, MIN (3) ROWS OF FASTENERS EA SIDE, MIN (2) ROWS OF FASTENERS EA SIDE, MIN 2x STUD WALL SECTION A:A PROVIDE 0.148"Øx3" TOENAIL @ 1 1/2"OC, TYP, (3)MIN 2x BLOCKING ELEVATION VIEW TRUSS OF RAFTER BEARING ON WALL, TYP OPENING FOR VENTILATION RE: ARCH, TYP 1/2" PLYWOOD BLOCKING 0.148"Øx3"@6"OC STAGGERED, TYP CONT DBL TOP PLATE STUD WALL FRAMING TOENAIL, RE: GEN NOTES FOR MINIMUM NAILING REQUIREMENTS FULL HEIGHT TRUSS, 2x, OR SCL BLOCKING EDGE NAILING, RE: PLAN NOTES PLYWOOD BLOCKING OPTION SOLID BLOCKING OPTION FLAT 2x DROP BEAM OPTION EDGE NAILING, RE: PLAN NOTES SOLID I-JOIST OR LVL BLOCKING LVL DROP BEAM EQ EQ SIMPSON LSTA18 EA SIDE, NAIL COMPLETE W/ 0.148"Øx2 1/2" NAILS STUD COL FLUSH BEAM OPTION LVL BEAM WOOD I-JOIST W/ HANGER STUD COL WOOD FRAMING CONT OVER SUPPORT DISCONTINUOUS MEMBERS BEAR ON FULL WIDTH TRUCTURALS D DESIGN © 2024 DBSD Ltd. www.dbsd.com B 1001 Grand Ave, Suite 211 Glenwood Springs, CO 81601 info@dbsd.com DATE: PROJECT #: ISSUE: S0.6 TYPICAL DETAILS 03/22/24 240320 10 1 M O N U M E N T R I D G E PERMIT 10 1 M O N U M E N T R I D G E PA R A C H U T E , C O 8 1 6 3 5 NTS1TYPICAL WOOD BEAM BEARING DETAIL TYPICAL DETAIL NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UNDERSTAND THE TYPICAL DETAILS AND USE THEM WHERE NECESSARY. 2. TYPICAL DETAILS ARE NOT REFERENCED IN THE CONTRACT DOCUMENTS. NTS2 TYPICAL REQUIREMENTS FOR HOLES AND NOTCHES IN WOOD MEMBERS NTS3 TYPICAL DIAPHRAGM BLOCKING AT PANEL EDGES NTS4COLUMN SQUASH BLOCK DETAIL NTS5BUILT-UP WOOD BEAM TYPICAL DETAIL NTS6TYPICAL STUD WALL BLOCKING NTS7TYPICAL TRUSS OR RAFTER BLOCKING # DESCRIPTION DATE NTS8TYPICAL FLOOR FRAMING DETAIL ODAROLOC D E S NECIL A L E NGINEER NOISS E F O R P 03/22/2024 1 1 2 2 3 3 4 4 5 5 A A B B C C D D E E 1 S4.0 TYP 2 S2.0 TYP 96'-6" F2.0 1 2 "x 1 2 " C O N C C O L TYP OF (8) 40'-3" 7'-10"14'-0"7'-8 1/2"10'-8 1/2" 28 ' - 8 " 10 ' - 8 " 6' - 9 1 / 2 " 6' - 2 1 / 2 " 5' - 0 " 23 ' - 8 " 5' - 0 " 40'-3" 14'-0"7'-8 1/2"10'-8 1/2"7'-10" 7'-10"14'-0"18'-5" 28 ' - 8 " 10 ' - 8 " 6' - 9 1 / 2 " 6' - 2 1 / 2 " 5' - 0 " CL CL CL CL 9' - 6 " 9' - 6 " 9' - 5 " 3" CLCLCLCL10'-0"10'-0"10'-0"10'-0"3" 96'-6" FC16 96'-6" FC16 96'-6" FC16 96'-6" FC16 96'-6" FC16 96'-6" FC16 (2 )2 x 6 D F L N o 2 (2)2x6 DFL No211 FOUNDATION PLAN NOTES: 1. TYPICAL FOUNDATION CONSTRUCTION IS 8" CONCRETE FOUNDATION WALLS ON CONCRETE SPREAD FOOTINGS. 2. FOOTINGS HAVE BEEN DESIGNED PER GEOTECHNICAL RECOMMENDATIONS FOR BEARING ON STRUCTURAL FILL OR UNDISTURBED NATURAL SOILS. RE:GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION INCLUDING OVER-EXCAVATION & STRUCTURAL FILL REQUIREMENTS. 3. CONTINUOUS FOUNDATION WALLS HAVE BEEN DESIGNED TO SPAN LOCAL ANOMALIES RESULTING IN AN UNSUPPORTED LENGTH OF 10'-0" PER THE GEOTECHNICAL REPORT, RE: DESIGN CRITERIA. 4. TYPICAL STUD PACK IS (3)2x6 DFL No2, UNO. RE: TYPICAL DETAILS FOR BUILT-UP STUD PACK NAILING. 5. RE: TYPICAL DETAILS FOR FOOTING STEP. 6. RE: PLAN FOR T/FTG ELEVATIONS. 7. RE: S0.1 FOR DESIGN CRITERIA. 8. RE: S0.2 FOR GENERAL NOTES. 9. RE: S0.4-0.6 FOR TYPICAL DETAILS. 10. RE: S2.0 FOR FOOTING SCHEDULE. X XXX ELEVATION MARK X --> ELEVATION NUMBER XXX --> SHEET NUMBER X XXX SECTION/DETAIL MARK X --> DETAIL NUMBER XXX --> SHEET NUMBER PLAN/DETAIL MARK X --> DETAIL NUMBER XXX --> SHEET NUMBER ELEVATION CALLOUT REFERENCE --> T/ OR B/ OBJECT XX'-XX" --> ELEVATION OF OBJECT STEPS & SLOPES IN DECKS & SLABS X" --> STEP HEIGHT X" SLAB OR DECK SPAN DIRECTION MOMENT CONNECTION BEAM SPLICE CONNECTION BEAM POCKET CONNECTION X KEYNOTE BEAM EMBED CONNECTION STEEL BEAM/GIRDER SIZE --> BEAM/GIRDER SIZE DESIGNATION (XX) --> # OF HEADED ANCHOR STUDS VL --> SHEAR REACTION LEFT (KIPS) VR --> SHEAR REACTION RIGHT (KIPS) [XX'-XX"] --> T/STL ELEVATION SIZE(XX)VL VR [XX'-XX"] WOOD BEAM/GIRDER CUSTOM WOOD TRUSS WOOD JOIST/RAFTER/PREMANUFACTURED ROOF TRUSS CONCRETE WALL STUD WALL CONCRETE COLUMN ABOVE STEEL COLUMN ABOVE WOOD COLUMN ABOVE COLUMNS BELOW MATERIAL IDENTIFICATION IN SECTION CONCRETE STEEL SOIL UNDISTURBED SOIL FILL GRAVEL WALL BELOW COLUMN TAG, COLUMNS TAGGED AT BASE CX --> COLUMN SIZE, RE: PLAN BPX --> STEEL BASE PLATE, RE: BASE PLATE SCHED FOOTING TAG FX --> FTG SIZE, RE: SCHED XX'-XX" --> T/FTG ELEVATION FX XX'-XX" SYMBOLS & LEGEND WOOD JOIST OR BEAM HANGER X --> HANGER TYPE, RE: HANGER SCHED X SIMPSON COIL STRAP, RE: PLAN & KEYNOTES SHEAR WALL NOTATION SW-X --> SHEAR WALL TYPE, RE: PLAN & SHEAR WALL SCHED X'-X" --> MINIMUM SHEAR WALL LENGTH HDX --> HOLDOWN, RE: HOLDOWN SCHED, IF NONE ARE SHOWN, NO HOLDOWNS REQ'D AT THAT LOCATION HDX HDX LEDGE STEP TOP OF WALL STEP HIGH SIDE LOW SIDE HIGH SIDE LOW SIDE XXX X SHEAR WALL BELOW SW-X X'-X" REFERENCE XX'-XX" BOTTOM OF WALL STEP B P XCX STONE VENEER TY P 3" C L R TYP 1 1/2" CLR FDN WALL, RE: PLAN RE: SCHEDULE W FTG, RE: PLAN RE : S C H E D U L E T CONC FDN DOWEL, ALTERNATE HOOK DIR CONTINUOUS WALL FOOTING T/FTG T/FTG 1 1/2" CLR, TYP CONC COL, REINF W/ (4)#5 VERT & #4 TIES@10"OC, PROVIDE (2)TIES WITHIN TOP 6", HOOK VERT BARS INTO FTG FTG, RE: PLAN ISOLATED FOOTING RE: SCHEDULE W TY P 3" C L R RE : S C H E D U L E T TRUCTURALS D DESIGN © 2024 DBSD Ltd. www.dbsd.com B 1001 Grand Ave, Suite 211 Glenwood Springs, CO 81601 info@dbsd.com DATE: PROJECT #: ISSUE: S2.0 FOUNDATION PLAN 03/22/24 240320 10 1 M O N U M E N T R I D G E PERMIT 10 1 M O N U M E N T R I D G E PA R A C H U T E , C O 8 1 6 3 5 1/4" = 1'-0"1 FOUNDATION PLAN NORTH NTS2FOOTING SCHEDULE & DETAILS CONTINUOUS FOOTING SCHEDULE FTG TAG WIDTH, W THICKNESS, T REINFORCEMENT REMARKS FC16 1'-4"0'-10"(2)#5 CONT BOT ISOLATED FOOTING SCHEDULE FTG TAG WIDTH, W LENGTH, L THICKNESS, T REINFORCEMENT REMARKS F2.0 2'-0"2'-0"0'-10" (3)#5 EW BOT # DESCRIPTION DATE KEYNOTES - FOUNDATION 1 STUD PACK TO BEAR DIRECTLY ON FTG. FASTEN TO WALL W/ 1/4"Øx5" CONC SCREW@16"OC STAGGERED, (3) MIN TYP. ODAROLOC D E S NECIL A L E NGINEER NOISS E F O R P 03/22/2024 1 1 2 2 3 3 4 4 5 5 A A B B C C D D E E SW - 1 10 ' -0" SW-1 12'-0" SW - 1 5' -6" SW - 1 5' -6" (4 )2 x 6 D F L N o 2 (4 )2 x 6 D F L N o 2 (4 )2 x 6 D F L N o 2 (4 )2 x 6 D F L N o 2 9 1/2" BCI 6000@16"OC (3) 9 1/2" LVL SW-1 12'-11" 1 1 6 x 6 D F L N o 2 S I M P S O N P O S T B A S E6x6 D F L N o 2 S I M P S O N P O S T B A S E6x6 D F L N o 2 S I M P S O N P O S T B A S E6x6 D F L N o 2 S I M P S O N P O S T B A S E6x6 D F L N o 2 S I M P S O N P O S T B A S E 6 x 6 D F L N o 2 S I M P S O N P O S T B A S E 6 x 6 D F L N o 2 S I M P S O N P O S T B A S E 6 x 6 D F L N o 2 S I M P S O N P O S T B A S E 3 S4.0 3 S4.0 3 S4.0 4 S4.0 4 S4.0 4 S4.0 40'-3" 7'-10"14'-0"7'-8 1/2"10'-8 1/2" 28 ' - 8 " 10 ' - 8 " 6' - 9 1 / 2 " 6' - 2 1 / 2 " 5' - 0 " 23 ' - 8 " 5' - 0 " 40'-3" 14'-0"7'-8 1/2"10'-8 1/2"7'-10" 7'-10"14'-0"18'-5" 28 ' - 8 " 10 ' - 8 " 6' - 9 1 / 2 " 6' - 2 1 / 2 " 5' - 0 " A A T/SHEATHING 100'-0" T/WALL 99'-9 3/4" T/WALL 99'-9 3/4" T/WALL 99'-9 3/4" T/WALL 99'-9 3/4" T/WALL 99'-9 3/4" T/WALL 99'-9 3/4" CL CL CL CL 9' - 6 " 9' - 6 " 9' - 5 " 3" CLCLCLCLCL10'-0"10'-0"10'-0"10'-0"3" MAIN LEVEL PLAN NOTES: 1. TYPICAL FLOOR CONSTRUCTION IS FINISHES OVER 3/4" T&G OSB/PLYWOOD SHEATHING OVER WOOD I-JOISTS. RE:GENERAL NOTES FOR SHEATHING REQUIREMENTS. FLOOR SHEATHING IS ATTACHED W/ GLUE & NAILS W/ 0.131"Øx2 1/2"@6"OC AT PANEL EDGES & 0.131"Øx2 1/2"@12"OC IN FIELD, UNO. 2. TYPICAL EXTERIOR WALL CONSTRUCTION IS FINISHES OVER 1/2" OSB/PLYWOOD SHEATHING OVER 2x6 DFL No2 WALL STUDS@16"OC. WALL SHEATHING IS ATTACHED W/ 0.131"Øx2 1/2"@6"OC AT PANEL EDGES & 0.131"Øx2 1/2"@12"OC IN FIELD UNLESS DESIGNATED AS A SHEAR WALL. RE: SHEAR WALL SCHEDULE FOR SHEAR WALL NAILING. 3. TYPICAL STUD PACK IS (3)2x6 DFL No2, UNO. RE: TYPICAL DETAILS FOR BUILT-UP STUD PACK NAILING. 4. WHERE HEADERS ARE TAGGED AS "HDR", RE: TYPICAL WOOD HEADER SCHEDULE FOR HEADER SIZING. 5. ALL LVL MATERIAL SHALL BE 1 3/4" THICK, UNO. 6. RE: PLAN FOR T/SHEATHING & T/WALL ELEVATIONS. 7. RE: ARCH FOR FINAL WINDOW & DOOR LOCATIONS. 8. COORDINATE JOIST LAYOUT WITH LIGHTING, RE: ARCH. 9. RE: S0.1 FOR DESIGN CRITERIA. 10. RE: S0.2 FOR GENERAL NOTES. 11. RE: S0.4-0.6 FOR TYPICAL DETAILS. 12. RE: S2.0 FOR FOOTING SCHEDULE. X XXX ELEVATION MARK X --> ELEVATION NUMBER XXX --> SHEET NUMBER X XXX SECTION/DETAIL MARK X --> DETAIL NUMBER XXX --> SHEET NUMBER PLAN/DETAIL MARK X --> DETAIL NUMBER XXX --> SHEET NUMBER ELEVATION CALLOUT REFERENCE --> T/ OR B/ OBJECT XX'-XX" --> ELEVATION OF OBJECT STEPS & SLOPES IN DECKS & SLABS X" --> STEP HEIGHT X" SLAB OR DECK SPAN DIRECTION MOMENT CONNECTION BEAM SPLICE CONNECTION BEAM POCKET CONNECTION X KEYNOTE BEAM EMBED CONNECTION STEEL BEAM/GIRDER SIZE --> BEAM/GIRDER SIZE DESIGNATION (XX) --> # OF HEADED ANCHOR STUDS VL --> SHEAR REACTION LEFT (KIPS) VR --> SHEAR REACTION RIGHT (KIPS) [XX'-XX"] --> T/STL ELEVATION SIZE(XX)VL VR [XX'-XX"] WOOD BEAM/GIRDER CUSTOM WOOD TRUSS WOOD JOIST/RAFTER/PREMANUFACTURED ROOF TRUSS CONCRETE WALL STUD WALL CONCRETE COLUMN ABOVE STEEL COLUMN ABOVE WOOD COLUMN ABOVE COLUMNS BELOW MATERIAL IDENTIFICATION IN SECTION CONCRETE STEEL SOIL UNDISTURBED SOIL FILL GRAVEL WALL BELOW COLUMN TAG, COLUMNS TAGGED AT BASE CX --> COLUMN SIZE, RE: PLAN BPX --> STEEL BASE PLATE, RE: BASE PLATE SCHED FOOTING TAG FX --> FTG SIZE, RE: SCHED XX'-XX" --> T/FTG ELEVATION FX XX'-XX" SYMBOLS & LEGEND WOOD JOIST OR BEAM HANGER X --> HANGER TYPE, RE: HANGER SCHED X SIMPSON COIL STRAP, RE: PLAN & KEYNOTES SHEAR WALL NOTATION SW-X --> SHEAR WALL TYPE, RE: PLAN & SHEAR WALL SCHED X'-X" --> MINIMUM SHEAR WALL LENGTH HDX --> HOLDOWN, RE: HOLDOWN SCHED, IF NONE ARE SHOWN, NO HOLDOWNS REQ'D AT THAT LOCATION HDX HDX LEDGE STEP TOP OF WALL STEP HIGH SIDE LOW SIDE HIGH SIDE LOW SIDE XXX X SHEAR WALL BELOW SW-X X'-X" REFERENCE XX'-XX" BOTTOM OF WALL STEP B P XCX STONE VENEER TRUCTURALS D DESIGN © 2024 DBSD Ltd. www.dbsd.com B 1001 Grand Ave, Suite 211 Glenwood Springs, CO 81601 info@dbsd.com DATE: PROJECT #: ISSUE: S2.1 MAIN LEVEL FRAMING PLAN 03/22/24 240320 10 1 M O N U M E N T R I D G E PERMIT 10 1 M O N U M E N T R I D G E PA R A C H U T E , C O 8 1 6 3 5 1/4" = 1'-0"1 MAIN LEVEL FRAMING PLAN NORTH # DESCRIPTION DATE ODAROLOC D E S NECIL A L E NGINEER NOISS E F O R P 03/22/2024 1 1 2 2 3 3 4 4 5 5 A A B B C C D D E E (3) 9 1/2" LVL ( 2 ) 7 1 / 4 " L V L 9 1/2" BCI 6000@24"OC 9 1 / 2 " B C I 6 0 0 0 @ 2 4 " O C 2x 8 @ 2 4 " O C 2x8@24"OC 6x 8 D F L N o 1 6x8 DFL No1 (2)2x10 HDR (2)2x10 HD R HD R HDRHDRHDR HD R HD R 5 S4.0 5 S4.0 6 S4.0 7 S4.0 6 S4.0 6 S4.0 6 S4.0 7 S4.0 8 S4.0 40'-3" 7'-10"14'-0"7'-8 1/2"10'-8 1/2" 28 ' - 8 " 10 ' - 8 " 6' - 9 1 / 2 " 6' - 2 1 / 2 " 5' - 0 " 23 ' - 8 " 5' - 0 " 40'-3" 14'-0"7'-8 1/2"10'-8 1/2"7'-10" 7'-10"14'-0"18'-5" 28 ' - 8 " 10 ' - 8 " 6' - 9 1 / 2 " 6' - 2 1 / 2 " 5' - 0 " UPPERLOWER 8 S4.0 UPPER LOWER B B D D C C ROOF PLAN NOTES: 1. TYPICAL ROOF CONSTRUCTION IS FINISHES OVER 5/8" OSB/PLYWOOD SHEATHING OVER PREFAB WOOD TRUSSES. RE:GENERAL NOTES FOR SHEATHING REQUIREMENTS. ROOF SHEATHING IS ATTACHED W/ 0.131"Øx2 1/2"@6"OC AT PANEL EDGES & 0.131"Øx2 1/2"@12"OC IN FIELD, UNO. 2. RE: ARCH FOR WALL TOP PLATE ELEVATIONS. 3. TYPICAL STUD PACK IS (3)2x6 DFL No2, UNO. RE: TYPICAL DETAILS FOR BUILT-UP STUD PACK NAILING. 4. WHERE HEADERS ARE TAGGED AS "HDR", RE: TYPICAL WOOD HEADER SCHEDULE FOR HEADER SIZING. 5. ALL LVL MATERIAL SHALL BE 1 3/4" THICK, UNO. 6. RE: PLAN FOR T/SHEATHING ELEVATIONS. 7. RE: ARCH FOR FINAL WINDOW & DOOR LOCATIONS. 8. COORDINATE JOIST LAYOUT WITH LIGHTING, RE: ARCH. 9. RE: S0.1 FOR DESIGN CRITERIA. 10. RE: S0.2 FOR GENERAL NOTES. 11. RE: S0.4-0.6 FOR TYPICAL DETAILS. 12. RE: S2.0 FOR FOOTING SCHEDULE. X XXX ELEVATION MARK X --> ELEVATION NUMBER XXX --> SHEET NUMBER X XXX SECTION/DETAIL MARK X --> DETAIL NUMBER XXX --> SHEET NUMBER PLAN/DETAIL MARK X --> DETAIL NUMBER XXX --> SHEET NUMBER ELEVATION CALLOUT REFERENCE --> T/ OR B/ OBJECT XX'-XX" --> ELEVATION OF OBJECT STEPS & SLOPES IN DECKS & SLABS X" --> STEP HEIGHT X" SLAB OR DECK SPAN DIRECTION MOMENT CONNECTION BEAM SPLICE CONNECTION BEAM POCKET CONNECTION X KEYNOTE BEAM EMBED CONNECTION STEEL BEAM/GIRDER SIZE --> BEAM/GIRDER SIZE DESIGNATION (XX) --> # OF HEADED ANCHOR STUDS VL --> SHEAR REACTION LEFT (KIPS) VR --> SHEAR REACTION RIGHT (KIPS) [XX'-XX"] --> T/STL ELEVATION SIZE(XX)VL VR [XX'-XX"] WOOD BEAM/GIRDER CUSTOM WOOD TRUSS WOOD JOIST/RAFTER/PREMANUFACTURED ROOF TRUSS CONCRETE WALL STUD WALL CONCRETE COLUMN ABOVE STEEL COLUMN ABOVE WOOD COLUMN ABOVE COLUMNS BELOW MATERIAL IDENTIFICATION IN SECTION CONCRETE STEEL SOIL UNDISTURBED SOIL FILL GRAVEL WALL BELOW COLUMN TAG, COLUMNS TAGGED AT BASE CX --> COLUMN SIZE, RE: PLAN BPX --> STEEL BASE PLATE, RE: BASE PLATE SCHED FOOTING TAG FX --> FTG SIZE, RE: SCHED XX'-XX" --> T/FTG ELEVATION FX XX'-XX" SYMBOLS & LEGEND WOOD JOIST OR BEAM HANGER X --> HANGER TYPE, RE: HANGER SCHED X SIMPSON COIL STRAP, RE: PLAN & KEYNOTES SHEAR WALL NOTATION SW-X --> SHEAR WALL TYPE, RE: PLAN & SHEAR WALL SCHED X'-X" --> MINIMUM SHEAR WALL LENGTH HDX --> HOLDOWN, RE: HOLDOWN SCHED, IF NONE ARE SHOWN, NO HOLDOWNS REQ'D AT THAT LOCATION HDX HDX LEDGE STEP TOP OF WALL STEP HIGH SIDE LOW SIDE HIGH SIDE LOW SIDE XXX X SHEAR WALL BELOW SW-X X'-X" REFERENCE XX'-XX" BOTTOM OF WALL STEP B P XCX STONE VENEER TRUCTURALS D DESIGN © 2024 DBSD Ltd. www.dbsd.com B 1001 Grand Ave, Suite 211 Glenwood Springs, CO 81601 info@dbsd.com DATE: PROJECT #: ISSUE: S2.2 ROOF FRAMING PLAN 03/22/24 240320 10 1 M O N U M E N T R I D G E PERMIT 10 1 M O N U M E N T R I D G E PA R A C H U T E , C O 8 1 6 3 5 1/4" = 1'-0"1 ROOF FRAMING PLAN NORTH # DESCRIPTION DATE ODAROLOC D E S NECIL A L E NGINEER NOISS E F O R P 03/22/2024 #5 HOOKED DWL TO MATCH VERT BAR SPACING T/FTG T/BACKFILL COMPACTED BACKFILL TO T/FTG RE : P L A N CONC FTG, RE: PLAN & FTG SCHED GRID CONC FDN WALL, REINF W/ #5@18"OC EW, CTRD 8" M I N T/WALL WOOD I-JOIST W/ HANGER, RE: PLAN & HANGER SCHED PT CONT 2x SILL PLATE FINISHES, RE: ARCH EDGE NAILING, RE: PLAN NOTES & SHEAR WALL SCHED AT SHEAR WALLS 2x BRG WALL, RE: PLAN NOTES & TYP DETAILS T/SHEATHING GRID CONC FDN WALL, FOR REINFRE: 1/S4.0 8" M I N I-JOIST BLOCKING FOR 3 BAYS@48”OC MAX W/ (4)0.148"Øx3" NAILS IN EA BLOCKING PT CONT 2x SILL PLATE FINISHES, RE: ARCH EDGE NAILING, RE: PLAN NOTES & SHEAR WALL SCHED AT SHEAR WALLS 2x BRG WALL, RE: PLAN NOTES & TYP DETAILS I-JOIST, RE: PLAN T/WALL T/SHEATHING GRID CONC FDN WALL, FOR REINFRE: 1/S4.0 2x RAFTER, RE: PLAN, BIRDSMOUTH AT DROP BEAM WOOD BEAM, RE: PLAN, FASTEN TO WOOD COL W/ (2)OLYLOG LOG012 SCREWSWOOD COL BEYOND, RE: PLAN GRID 12 VARIES SIMPSON SDWC15600 SCREW EA RAFTER BLOCKING BTWN RAFTERS EDGE NAILING, RE: PLAN NOTES 1 3/4" TYP 2x BRG WALL, RE: PLAN NOTES & TYP DETAILS EDGE NAILING, RE: PLAN NOTES & SHEAR WALL SCHED AT SHEAR WALLS GRID 12 RE: ARCH BLOCKING SIMPSON CLIP AT SHEAR WALL, RE: SHEAR WALL SCHED SIMPSON H3 OR SDWC TRUSS SCREW EA TRUSS, CONTRACTOR'S OPTION EDGE NAILING, RE: PLAN NOTES E A V E L E N G T H 2 x E A V E L E N G T H SISTER 2x MEMBER W/ 0.131"Øx2 1/2" NAILS@4"OC STAGGERED R E : A R C H RAFTER, RE: PLAN L 1.5*L BLOCKING BTWN OUTLOOKERS STRUCTURAL FASCIA W/ (3)0.148"Øx3" END NAIL TO OUTLOOKER SIMPSON H3 OR SDWC TRUSS SCREW EA OUTLOOKER, CONTRACTOR'S OPTION EDGE NAILING, RE: PLAN NOTES & SHEAR WALL SCHED AT SHEAR WALLS SIMPSON HANGER SIMPSON A34@32"OC MAX ROOF RAFTER, RE: PLAN GRID SIMPSON CLIP AT SHEAR WALL, RE: SHEAR WALL SCHED 2x OUTLOOKER, RE: PLAN 2x BLOCKING BTWN STUDS, RE: TYP DETAILS FOR BLOCKING ATTACHMENT 2x RAFTER W/ HANGER, RE:PLAN & HANGER SCHED 2x8 LEDGER, ATTACH W/ (2) LEDGERLOK LL005@16”OC TRUCTURALS D DESIGN © 2024 DBSD Ltd. www.dbsd.com B 1001 Grand Ave, Suite 211 Glenwood Springs, CO 81601 info@dbsd.com DATE: PROJECT #: ISSUE: S4.0 DETAILS 03/22/24 240320 10 1 M O N U M E N T R I D G E PERMIT 10 1 M O N U M E N T R I D G E PA R A C H U T E , C O 8 1 6 3 5 1" = 1'-0"1 FOUNDATION DETAIL 1" = 1'-0"3 FRAMING DETAIL 1" = 1'-0"5 FRAMING DETAIL 1" = 1'-0"6 FRAMING DETAIL 1" = 1'-0"7 FRAMING DETAIL 1" = 1'-0"4 FRAMING DETAIL 1" = 1'-0"8 FRAMING DETAIL # DESCRIPTION DATE ODAROLOC D E S NECIL A L E NGINEER NOISS E F O R P 03/22/2024 RIM JOIST TO TOP PLATE ATTACHMENT, RE: SCHED 2x FULL-HT BLOCKING BTWN RAFTERS ADDITIONAL 2x BLOCKING BTWN RAFTERS & INSIDE SHEATHING AT TYPE SW-5 WALL WALL EDGE NAILING, RE: SCHED, STAGGER NAIL EA SIDE OF WALL WHERE SHEATHING OCCURS ON EA FACE SECTION A:A RIM JOIST TO TOP PLATE ATTACHMENT, RE: SCHED 2x BLOCKING BTWN FLOOR FRAMING, NAIL TO RIM BOARD W/ 0.148"Øx3" NAILS AT FLOOR EDGE NAILING SPACING, STAGGERED, RE: SCHED ADDITIONAL 2x BLOCKING BTWN RAFTERS & INSIDE SHEATHING AT TYPE SW-5 WALL WALL EDGE NAILING, RE: SCHED, STAGGER NAIL EA SIDE OF WALL WHERE SHEATHING OCCURS ON EA FACE SECTION B:B RIM BOARD, 1 1/4" MIN THICKNESS SHEATHING JOINT, STAGGERED EDGE NAILING EA SIDE OF JOINT FLOOR EDGE NAILING 2x PLATE ATTACHMENT, RE: SCHED SHEATHING AT INSIDE WHERE NOTED IN SCHEDWALL EDGE NAILING, RE: SCHED, STAGGER NAIL EA SIDE OF WALL WHERE SHEATHING OCCURS ON EA FACE SECTION C:C ANCHOR BOLT, RE: SCHED PT SILL PLATE WASHER PLATE, RE: SCHED 2x PLATE ATTACHMENT, RE: SCHED NOTES: 1. ALL SHEAR WALL STUD FRAMING IS SPACED@16"OC UNLESS NOTED OTHERWISE ON PLAN. 2. WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, ADJOINING PANEL EDGE JOINTS ON 2x FRAMING SHALL BE STAGGERED SO THAT JOINTS ON THE OPPOSITE SIDES OF THE WALL ARE NOT LOCATED ON THE SAME STUDS. 3. BLOCKING IS REQUIRED AT ALL PANEL EDGES. 4. PROVIDE SHEAR WALL SHEATHING & NAILING FOR THE ENTIRE LENGTH OF THE WALL INDICATED ON PLAN. ENDS OF FULL-HEIGHT WALLS ARE DESIGNATED BY WINDOWS AND DOORWAYS OR AS DESIGNATED ON PLAN. FOR HOLDOWN REQUIREMENTS, RE: PLAN & HOLDOWN SCHEDULE & DETAILS. 5. "F" DESIGNATES WALL AS A FORCE TRANSFER AROUND OPENING (FTAO) SHEAR WALL. STRAPS INDICATED IN SCHEDULE ARE REQUIRED OVER FULL LENGTH OF WALL ABOVE AND BELOW OPENINGS WITHIN SHEAR WALL LENGTH. 6. SHEATHING EDGE NAILING IS REQUIRED AT ALL END OF WALL STUDS. RE: HOLDOWN SCHEDULE FOR MINIMUM NAILING TO POSTS OR EACH STUD USED IN BUILT-UP HOLDOWN POSTS. 7. INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS. WHERE (2)2x STUDS ARE INDICATED FOR INTERMEDIATE VERTICAL STUD, NAIL TOGETHER ACCORDING TO "2x PLATE ANCHORAGE" COLUMN OF SHEAR WALL SCHEDULE. 8. SIMPSON A35 OR LTP4 OR APPROVED EQUIVALENT. REQUIRED WHERE SHEATHING EDGES AT ADJOINING PANELS ARE PLACED ON SEPARATE FRAMING MEMBERS. USE 0.131"Øx1 1/2" NAILS WHERE CLIPS ARE ATTACHED DIRECTLY TO FRAMING & 0.131"Øx2 1/2" NAILS WHERE CLIPS ARE ATTACHED OVER SHEATHING. 9. FOR SINGLE 2x SILL PLATE, COUNTERSINKING ANCHOR BOLT WASHER & NUT IS NOT ALLOWED. 10. PROVIDE SLOTTED WASHER PLATE & STANDARD WASHER AT ANCHOR BOLTS. SLOTTED PLATE TO BE SIMPSON BPS5/8-6 OR EQUIVALENT & LOCATED WITHIN 1/2" FROM SHEATHED SIDE OF WALL PLATE. 11. CONTRACTOR MAY REPLACE ANCHOR BOLTS SHOWN IN SHEAR WALL SCHEDULE WITH 5/8"Øx8" SIMPSON TITEN HD SCREW ANCHOR AT SAME SPACING SHOWN. DOUBLE TOP PLATE INTERMEDIATE STUD(S) AT VERT PANEL EDGES, RE: SCHED FLAT 2x BLOCKING AT HORIZ PANEL EDGES BOUNDARY STUDS AT HOLDOWN, (2)MIN, RE: HOLDOWN SCHED HOLDOWN AT BASE OF WALL, RE: HOLDOWN SCHED & DETAILS ANCHOR BOLT W/ STANDARD WASHER & SLOTTED WASHER PLATE, RE: SCHED CONC FDN WALL SECTION C:C SECTION B:B SECTION A:A EDGE NAILING, RE: SCHED, STAGGER NAILS AT PANEL JOINTS FIELD NAILING, RE: SCHED WALL SHEATHING MAY BE ORIENTED VERTICALLY OR HORIZONTALLY HOLDOWN AT INTERMEDIATE FLOOR, RE: HOLDOWN SCHED & DETAILS SIMPSON CLIPS, RE: SCHED FLOOR FRAMING ROOF FRAMING Tag Simpson Hanger ITS2.37/9.5 Notes: 1. Hangers shown on plan, contact Engineer of Record for hangers not shown on plan. 2. Hanger substitution (manufacturer and/or type) not permitted without written approval of Engineer of Record. 3. All hangers to be hot dipped galvanized. 4. Provide G185 minimum galvanizing for hangers in contact with pressure treated wood in exposed locations. A Supporting Member Top Flange Supported Member Strong Grip Seat Fasteners (4)0.148"Øx1 1/2" Nails Supporting Member Supported Member 9 1/2" BCI 6000 Members Varies Comments -- WOOD JOIST & BEAM HANGER SCHEDULE LSSJ26LZ B 2x8Varies *Web stiffener req'd LUS26 C (4)0.148"Øx3" Nails 2x8Varies -- D -- (4)0.148"Øx3" Nails (2)0.148"Øx1 1/2" Nails -- -- (4)0.148"Øx3" Nails (3)0.148"Øx3" Nails LSSR2.37Z*--9 1/2" BCI 6000Varies(13)0.148"Øx2 1/2" Nails (9)0.148"Øx1 1/2" Nails AT L E D G E 12 " M I N I M U M TY P , U N O 12 " M I N I M U M T/WALL T/LEDGE DOUBLE 2x BOUNDARY STUD MIN HOLDOWN, RE: SCHED ANCHOR ROD, RE: SCHED #4 U-BAR, 24" LEGS, TYP DOUBLE 2x BOUNDARY STUD MIN HOLDOWN, RE: SCHED ANCHOR ROD, RE: SCHED SQUASH BLOCKING BTWN HOLDOWN POSTS HOLDOWN, RE: SCHED CLIP, RE: SHEAR WALL SCHED BOUNDARY STUD, RE: SCHED HOLDOWN W/ ROD, RE: SCHED PL1/4x3x0'-3" WASHER PLATE, 1" MAX COUNTERSINK SOLE PLATE NAILING, RE: SHEAR WALL SCHED WOOD BEAM BOUNDARY STUD, RE: SCHED HOLDOWN, RE: SCHED (2)#4x24" A706 BARS 5/16 EMBED PL1/2x6x0'-10" CONCRETE WALL 5/16 HOLDOWN SCHEDULE HOLDOWN KEY MARK SIMPSON HOLDOWN TYPE ANCHOR ROD DIAMETER (in) MIN BOUNDARY STUD THICKNESS (in) ALLOWABLE TENSION LOAD (LB) HDU4-SDS2.5 HDU8-SDS2.5 (2)HDU5-SDS2.5 HDU11-SDS2.5 HDU14-SDS2.5 N/A 5/8 3 4,565 7/8 4 1/2 7,870 5/8 6 11,200 1 7 1/4 11,100 1 7 1/4 14,390 N/A 3 VARIES NOTES: 1. ALL THREADED ROD SHALL BE ASTM F1554 GRADE 36, UNO. 2. ALLOWABLE TENSION LOADS ASSUME USE OF DOUGLAS FIR-LARCH OR COMPOSITE LUMBER BOUNDARY STUDS. 3. USE ALL HARDWARE PROVIDED WITH HOLDOWN, RE: SIMPSON MANUAL FOR OTHER INSTALLATION REQUIREMENTS. 4. BOUNDARY STUDS NOT ALWAYS SHOWN ON PLAN, CONTRACTOR TO COORDINATE WITH ARCHITECTURAL DRAWINGS AND MANUFACTURER'S OFFSET FOR PROPER PLACEMENT. 5. WHERE DOUBLE HOLDOWN AND A SINGLE HOLDOWN OPTION ARE SHOWN, IT IS CONTRACTOR'S OPTION WHICH TO USE. N/A N/A 3 VARIES CONC HSS 4 3 2 1 0" MIN EW HOLDOWN, RE: PLAN & HOLDOWN SCHED PT SILL PLATE, TYP WOOD SHEAR WALL SILL PLATE ANCHOR ROD, TYP SOLID BOUNDARY STUD AT CORNER, SAME WIDTH AS WALL STUDS PANEL EDGE NAILING ADD 2x STUDS AS REQ'D TO MEET THICKNESS OF BOUNDARY STUDS PER HOLDOWN SCHEDULE, ATTACH W/ (2)0.148"Øx3"@4"OC AT SW-5 SHEAR WALLS & 0.148"Øx3"@4"OC STAGGERED ELSEWHERE WOOD SHEAR WALL, RE: PLAN FOR TYPE AND MIN LENGTH TYPICAL CORNER INTERSECTION WOOD SHEAR WALL HOLDOWN TYP, RE: PLAN AND HOLDOWN SCHED WOOD SHEAR WALL SOLID BOUNDARY STUD AT CORNER, SAME WIDTH AS WALL STUDS BOUNDARY STUD AT END OF WALL, RE: HOLDOWN SCHEDULE PANEL EDGE NAILING ADD 2x STUD, ATTACH W/ (2)0.148"Øx3"@4"OC AT SW-5 SHEAR WALLS & 0.148"Øx3"@4"OC STAGGERED ELSEWHERE TYPICAL "TEE" INTERSECTION PT SILL PLATE, TYP TRUCTURALS D DESIGN © 2024 DBSD Ltd. www.dbsd.com B 1001 Grand Ave, Suite 211 Glenwood Springs, CO 81601 info@dbsd.com DATE: PROJECT #: ISSUE: S5.0 SCHEDULES 03/22/24 240320 10 1 M O N U M E N T R I D G E PERMIT 10 1 M O N U M E N T R I D G E PA R A C H U T E , C O 8 1 6 3 5 ANCHOR BOLT SIZE/SPACING (9, 10, 11) RIM JOIST TO TOP PLATE (8)2x PLATE ANCHORAGE SEISMIC WIND TYPE MARK (5) WALL SHEATHING APA-RATED (2) NAIL SIZE FIELD NAILING (4, 6) EDGE NAILING (4, 6) INTERMEDIATE STUD VERTICAL PANEL EDGE (7) PLATE & RIM ATTACHMENT SHEAR CAPACITY (plf)COMMENTS SHEAR WALL SCHEDULE SW-1 15/32" ONE FACE 0.131"Øx2 1/2" 12"OC 6"OC 2x 5/8"Ø@48"OC, (2)MIN CLIP@48"OC, (2)MIN 0.148"Øx3"@8"OC 260 365 <varies> NTS1SHEAR WALL SCHEDULE & DETAILS NTS3HANGER SCHEDULE NTS4HOLDOWN SCHEDULE & DETAILS NTS2TYPICAL SHEAR WALL INTERSECTION DETAILS # DESCRIPTION DATE ODAROLOC D E S NECIL A L E NGINEER NOISS E F O R P 03/22/2024