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HomeMy WebLinkAbout3227 Hillside DriveFrom: no-reolvCalci.wheatridae.co.us To: CommDev Permits Subject: Online Form Submittal: REVISION APPLICATION Revisions to Permit Date: Tuesday, March 15, 2022 9:19:08 AM CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Report any suspicious activities to the IT Division. REVISION APPLICATION Revisions to Permit Permit Number 202101851 assigned to project PROPERTY INFORMATION Permit Number 202101851 Property Address 3227 Hillside Drive Property Owner Name Hilltop Estates LLC Property Owner Phone 303-949-5945 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email brad@workshop-colorado.com Address CONTRACTOR INFORMATION Contact Name Kelsey Kistler Contact Phone Number 303-818-2768 (enter WITH dashes, eg 303-123-4567) Contact Email Address kelseyk@workshop-colorado.com Retype Contact Email kelseyk@workshop-colorado.com Address DESCRIPTION OF WORK Detailed Revised Gas line added to sheet P11 Plumbing Plans for additional fire Scope of Work - pit. Lower right hand foundation dimensions revised to match Provide a detailed Architectural Plans on sheet S1.0. description of the change in scope of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Engineer Letter (if Field not completed. applicable) Additional Documents Field not completed. on Letter Size Are plans or No documents locked for editing? Construction Plans ModifiedStructuralandPIumblinoPlans 3227HillsideDr 03 -15 - scanned on 11'x17" or 22.odf larger Additional Project 500.00 Value Only add what the revised scope of work is valued at. Attach City of Wheat Electronic Payment Form New (2) 202202021540092706 ndf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting Kelsey Kistler Revision Email not displaying correctly? View it in your browser. STRUCTURAL GENERAL NOTES Irlximf 1p7-11".SHOP/g3lllzcn8HIwllIllI o]9a Cotler International Residential Coate (IRC) -2018 Edition wl City of Wheat Ridge Amendments Roof: Ground Show Load, Pp....................................................43 Psf Flat Roof Snow Load, Pt .................................................. W pe Exposure Factor, Ce ........................................................ 1.0 Thermal Factor Cu.......................................................... 1.0 Snow Importance Facbr, 6 ............................................. 1.0 Slope Fattens), C ........................................................... 1.0 Residential.......................................................................40 For Deck 60 psi Wind Ultimate Design Wind Speed, Vii................................135 MPH (3-Sewnd Gust) Nominal Design Wird Speed, Vµsq...............................105 MPH (3 -Second Gust) RiskCategory.... ...... ....... ................................................. 11 Exposure......................................................................... C Internal Pressure Coefficient ...........................................0.18 1-1/4" Parapet (W indwadrLeewarcli.................................. .55.4 psi 136.9 psi Components & Claddirglmu... I .......................................42.6 psi (20 el) t (Basic) Maximum Live Load Vedict parce on Limb......... 51.0 psi (20 sf) t (Corner( Seismic Seismic Design Category ................................................ B OccupancyCategory....................................................... 11 Seismic Importance Factor, Ie ......................................... 1.0 SiteClass........................................................................ D Deffecfion: Key Name Roof. & LiveLoad:. ..... -......................................................... U3w Tool Lend :................................................................ U240 Maximum Total Load! Vertical Deflection Limit :........ 1-1/4" Floor: AEI Live Load:.-... ........................................................... U480 Maximum Live Load Vedict parce on Limb......... ill" Total Load:................................................................ U240 Maximum Total Lond Vertical Deflection Limit:........ 1-1/4" Members Supporting Brick or Masonry: BTWN. Totaltudel................................................................ U600 GENERAL CONSTRUCTION NOTES The Structural Contract Documents are intended to be used in conjunction wl the plans of all other disciplines working on the project The contractor is responsible for the courdinatkon of all required information indicate l on Ne Structural Contract Documents & incorporating these requirements into the shop drawings of all other disciplines prior to submittal to Anchor Engineering, Inc. Information provided within the Structural Contract Documents is subject to all requirement wooded within the goveming Wilding crate. The contrectcr shall be familiar w/ all portions of the governing buioing wide that impact the type of construction Wing performed, For conditions where ata Structural Contract Documents conflict wl the governing Wilding code the more 9P 9 9 9 stringent requirements the project I . The contractor A cher tee eon Inc. s of be notified of code on all times duo the 9 q apply. P PY governing 9 9 construction phase of be project for reference. Anchor Engineering, Inc. shall be notified of any modificedons resulting from a more stringent code requirement prior to construction taro conditions ot dation 8 coordination. Modifications othe Structural Contract D of work to oconditionsirthe site that are unmownorormed s at dthe time of design donot fall withinhe originalscope ofworkofthe project Requiredmodificationsb a shell bsperformetlasadditional services ns abo nee in the project the mod The Engineer shall be notlfied in carting by a Request for Information (RFI) to provide recanmens & ale for ns indicated n of edthe modification requested. Dimensions ri elevations indicated on the Stroh. Di Contract Documents shall be the attention by the Archil cr w/ all other Structural prior to the beginning of construction. Discrepancies shall be brought o the attention of the Architect. Scaling of the Structure) COrNad Documents is riot ods includ • The contractor shall terga field coedtions including existing utilities, s aired. &shove grade conditions which may Inarfere col construction 8 notify the applicable disciplines for modifications as required. In the event of discrepancies bion. project specifications, general nates, plans 8 details, the mot stringent req'm. shall apply unless approved in writing. • Coordinate specifically all openings through rod, (Cont, & walls col the appropriate perm fitted without The penetration of structural tofAnmembers, Engin unless specifically indicatedon the dslabStructural Contract Documents isnotnstrucad. Openiins review llconsentof Anchor or attention of Inc. including Post Tensionedslabotgrade 8all ntsa re slab construction.Openings8 penetrations brought tothe attention of Me Engineer after the Structural Contract Documents are submitted to tethe city for review shall be subject to the requirements tell Item intheShop Drawings et Submittals section of the general notes. • All items embndtletl into concrete or masonry shall be positivelymand. T against the hydraulicctos forces from concrete placement or s c secured contact from mods or equipment during concrete placement The special inspector shall verify all embedded items are secured prioric placement of concrete. Unless ss, aiming ,sailed &/o & walkways on the Structural Contract Documents, &i stairs, balusters, of ffaff�allsdesigned 8 igbfor decks, balconies, awnings, sun a cons8 walkways as well ae site retaining walls &improvements have not been ntrct u Anchor Engineering, Inc. Design & concoction ra these elements, whennotexpressly shown on design -build Structural Contract Documents, are the responsibility se the general d bya pro These elements are considered share where the general contractor shall submit plans 8 calculations, sealed 8 signed by a professional engineer licensed in Ne said where the work is being perbrmetl. STRUCTURAL ERECTION At BRACING REQUIREMENTS The structural drawings illustrate the completed structure all elements an their final positions, properly supported & braced. These construction documents contain typical& representative details to asset the contractor. Details shown apply at all similar conditions unless noted otherwise, • Although due diligence has been applied to make the drawings as complete as possible, not every derail is Illustrated, nor is every exceptional condition addressed. All proprietary connections shall be installed in accordance wl the manufacturers' recommendations. All work shall be actomplishetl in a workmanlike manner & in accordance col the governing buioiag code, local amendments, & local ondinarnces. The general contractor is responsible for coordination of all work, including layout & dimension verification, materials coordination, shop drawing review, At Me work of subcontractors. Any discrepancies or omissions dlscovered In the course of the work shall be immediately reported he the architect for resolution. Continuation of work without notification of discrepancies Unless otherwise specifically indicated the Structural Contract Documents do not tlescnbe means, methods, techniques or sequences of construction. The Contractor, in the proper sequence, shall provide proper shoring & bracing as may be required during consimc5on & Is responsible for the procurement of all engineering services required o achieve the final completed structure. The contractor, in the Proper sequence, shall perform or supervise all work necessary to achieve the final completed structure, 8 to protect the structure, workmen, & others Eunng construction. Such work shall include, but not be limited to, bracing, shoring for construction equipment, shoring fon excavation, formwork, scaffolding, safety devices & programs of all kinds, support & bracing for cranes & other erection equipment, & the dynamic effects of thermal variations on structural elements & connections during construction. Do not backfill against basement or retaining walls until supporting slabs & floor framing are in place & securely anchored! unless adequate bracing is firewood. Structural steel frames are 'non -self-supporting' Per AISC Code of Standard Practice. Temporary bracing shall remain in place until all floors, walls, roofs & any other supporting elements are in place. The architect 8 engineer bear no responsibility for Ne above items & observation visits to Ne site do not in any way include Inspection of them. • Where perlodb or continuous inspection is required by Nese documents, governing building code, local amendments, or local ordinance, the owner shall employ an independent inspector certified in the particular area of concede. The inspector shall be responsible o, & report to, to architect 8 building department. STRUCTURAL OBSERVATIONS Structural Engineer shall make periodic observations of the construction during placement of foundation & erection of structural framing. The purpose of the observations shall he re become generally familiar w/ the quality of work of the contractor In order to determine general cofermance w/ the contract documents. Such observations shall not replace required Inspections by the governing autiorides or serve as -special inspections" as may ae required by Chapter 17 of the governing building code. The contractor shall nobly the Structural Engineer at Who following stages of construction w Nat Nese observations may be matte: a. Prior toplsrtirg lounrivion cpnaem (after reinforoementplaconvasif b. Pna togrouNrg structural masonry walls after elders & moserceriplaceervali c During erection ofeaM la vd ofshvchical framing. d Ager cwnpreesce of allshvctural frumhrg erection pronAdingpemranentbmang) e. Ager rtnfcack has been placed& cvnnecYeC(trefwe roofing opemtlonsJ. Notification for observation shall W given to the Structural Engineer al least 24 hours prior to the time the observation is worse. The Structural Engineer may not make observations at each notification & lack of observation shall not stop progress of construction nor shall the observation indicate Owners acceptance of all work related to the observation. a I 64 C 9 0 g OL ¢ D FOUNDATION DESIGN Fcoti s ( n9 ) The foundadon design is based on conclusions & recommendations found in the geotechnical report project 40215124-C provided by Teradyne Engineers, Geologists & Environmental Scientists dated July 0, 2021. All recommendations found in This mom shall be followetl including site Preparation. A w of this soils report is available for review at the Structural Engineers P e p Pa DY P 9 office,thenal Spread office.orthe job site trailer. a. Maximum Spread Footings: a. Maximum Allow able Bearing Pressure ....................2,000 pd b. Minimum Frost i........._ ....... ...... ......_.............36" The sitings s beproposedcein awoq ance easin ed or to a min, reportpriorshown foundation d drawings, construction.,cic project 9 D All footings shell be laced on adequate beano stratum or ri min. depth as shown ge the tl erify a whichever iswormer.mi 9 D 9 9 ep 9. A perlAnd pared. Acca engineer shell observe excavations oto h engine n operations to verily the bearing stratum Is 9 9 9 P 9 9 property prepared. A copy of fieid report shall be agent acttetl fl the engineer of record. Foundation walls have been fluid p eat bran equivalent active fluid pressured 65 ss re equivalent m rest fluid pressure of BS adequate & an equivalent passive res pressure of 265 per for the passive wntltion. Pressure values assume Contractor provides adequate de-watemw measures for site. Where applicable, ole, owner understands & accepts all risks assocaied w/slab-on9rade construction as outlined in the project geotechnical report. REINFORCED CONCRETE Design ls based on "Building Code Requirements for Reinforced Concrete" (ACI 318 - Latest Edition). Concrete work shall conform to "Specifications for Structural Concrete for Buildings' (ACI 301- Latest EdBion). Hot & told weather shall be in conformance wl ACI 305 & ACI 306 respectively. Structural concrete shall have min. 28day compressive strengths as followed Grade Beams & Foundation Wells .............3,500 psi Footings 3,500 psi Interior Slabs -On -Grade 3,500 psi Exterior Slabs-On-Grade............................4.500 not Cement conforming o ASTM C150 shall not exceed 0.50. Chbride admixtures shall net be used. Concrete exposed to weather shall have a min. air entrainment of 6 t 1 ill percent. Air entrainment may be used for interior concrete not exposed o weather but may result in finishing complications. Fly ash shall conform to ASTM specification C618, Class C or Class F. Fly ash shall not exceed 20% of the total weight of cemenlidous material unless acted otherwise. Slabs 8 grade beams shall not have coat joint in a horizontal plane. Where stop in concrete placement is necessary at a point other than shown on these drawings, conal the Structural Engineer for direction. Vertical consbuction joints within grace beams shall W made wlthin the center Mold of the span between supports. Horizontal shear keys or a "barred surface shall be provided. All relnbering shall be continuous through construction joints. Reinwoing Bars shall conform to ASTM A615 or ASTM A706. All bars shall be Gratle 60. Bars to be welded shall conform to ASTM A706. Detailing, fabrication, & placement of reinforcing steel shall be in accodaawe all the "Manual of Standard Practice for Detailing Reinforced Concrete Structures (ACI 315- latest eat.)". No splices of reinforcement shall be made & no welding to reirdordng shall be permitted except as shown or as approved by the Structural Engineer, Any welding of reinforcing thus approved shall he done by cer lied weldeh In strict conformance to Me 'AWS Structural Welding Code - Reinforcing Steal" of the American WeldingSocia AWS D1.4 latest ed.. lack" welding oflto wiforci will net Permitted under an Society ) 9 rig Pe Y circumstances. min length of lapped splices shallbeClass B rasion splices es indicated o in Ne reinf mer bar splice l was. le on this sheet unless all be otherwise. Make all bars continuous fu l marsh plus 2- at the or provide comer bars r equal size. Welded wire mesh shell be leppetl one full mesh al sides &one full mash plus 2' at the ends but act less than 6' &shell be wire Reinforcing Ebar extending from surface et cured concrete shall not W twisted in order to re net placed alignment. Contact rig Anchor Engineering for repair at all locations wtere reinforcing bar hooks or extensions are net ftacetl col toned arantation or where bars are twisted inadvertently. Where cote, both i0 beacon plan o beams, & walls must be spliced, slice top bars at mid -span &splice bet. all b over supports. Unless noted t against on plan or nt details, concrete protection for reinforcement In cast -in-place cont. shall be as tallows: a. Core .castagainst8permanentlyexposed or to Barth ............. 3' b. Fanned surfaces exposed to earth .. weather: M6tr, W31 roars... _... ..- ............ 2' MSbar.xro d031wire,&smaller..... ... _............. 1-12" c. Conc. exposedto weather or in contact w/ ground. Slabs, walls, joists: 411 bar 8 3/4' Beams, columns:ns. Primary Reinforcement ..........................................-12' Stirtuties, spirals - 1 1-12" Provide (2) #5 bars, one each face, m required ed by abs n all foes of openings l r concrete, cem unless noted spandrel Provide 43 stirrup support bars where requiretl by absence d other longitudinal reinforcement, use 44 in spandrel beams. Slabs be shall be reinforced col a min. of ASTM A1064, 70 ksi 6x6 -W 1.4xW 1.4 W.W.M. for up to 5" thick slabs, 6x6- W2.9xx2.9W2,9 W.W.M. for 0 slabs unless noted otherwise. c Contractor b allow for 500lineal to feat of 45 rMe r to re used at the discretion of the Engineer d Record. Bar not used for construction shall be returned to supplier 8 the returned bar cost shall be creditnd back to the owner. STRUCTURAL STEEL Structural steel shell be detailed, fabricated, & erected in conformance w/ the AISC Specifcatlon &the Code of Standard Produce, latest editions. Rolled structural steel shapes shall conform to the fdlowing specifications: a. W Shapes ..................................... ASTM A992, 50 ksi b. Channels, Angles, & Plates .......... ASTM AX 36 es! (U.N.O. in plans) c. Pipe Shapes .... ...... - ..... ...... - ..... ... ASTM A53, Grade B, 35 ksi d. Structural Tubing (TS/HSS).......... ASTM A500, Grade B, 46 ksi Connections made under shop conditions shall be weldetl or bated wl ASTM F3125 Grade A325 high strength bilis, type X or N. Welds shall be matte w/ AWS AST or A5.5 class E70M electrodes or equivalent submitted! arc 8 below all requirements of AWS 01.1. Design of all steel connectors shall he Ne marketability of the steel fabricator in accordance wl All 303 Code of Standard Practice for Steel Builtlirgs & Bridges, latest edition, Section 3.1.1 Option 3 & all associated requirements. Field bolted connections shall be bearing type w/ 3/4' diameter A3254t bolls, unless noted otherwise. All connections where reactions are not indicated on plan shall support 60% of the total uniform lead capacity in bending for each beam & span as shown in the AISC uniform load constant tables. Connections shall generally follow those as found in ABC "Steel Construction Manual" latest witlon. The steal fabricator shall submit plans, derails, & calculations, sealed & signed by a Professional enginner licensed in the sole where has work is being performed for review by Anchor Engineering, Inc. All welds shall be performed! by an AWS cerfified welder. Min. fillet weld sizes shall conform In AISC requirements. Anchor bolts shall conform In ASTM F7554, 36 ksi unless noted otherwise. Headed anchor studs (HAS.) shall conform o ASTM At 08 w/ a min. tensile strength of 60,000 psi. Deformed anchor studs (D.A.S.) shall be ASTM A706 col a min. tensile strength of 60,001] psi. Structural steel members shall as a man. be connect wl SSPC 15E8, Type 1 (Rett Oxide) paint. Structural steel expwed o weather shall be Hot -Dipped Galvanized in accordance wl ASTM AT 53. Coatings damaged due to shipping, erection, welding or bolting shall W repaired in a manner that will provide a corrosion resistance equivalent or belaer than that provided in shop, Steel In conad w/ earth shall be coated wl (2) layers of a bituminous paint unless noted otherwise. SHOP DRAWINGS & SUBMITTALS Review of shop drawings by the Structural Engineer is to establish general conformance of the shop drawings wl Me Structural Contract Documents. No responsibility is assumed by Ne Structural Engineer for correctness, dimensions or details. All min. conditions & requirements specified on the Structural Contract Documents or in the goveming building code & referenced standards shall be met regardless of the information indicated on the shop drawings. The contractor were sole responsibility for errors, omissions & totle requirements associated wl the shop drawings & the application of the information therein. Shop drawings will be reviewed one (1) time by Anchor Engineering, Inc. (AEI) for conformance w/ Ne Structural Contract Documents. If shop drawings are indicated by AEI as Revise & Resubmit, AEI will review the resident for incorporation of the motion! Items only, Further review of structural submittals beyond these indicated will result in additional fees charged on an as erewon pans or shop resins. ontrador odor o submission for Evil review. Structural Engineer for review prior b fabrication. Submit in a timely manner to permit ten (10) working days for review by Structural Engineer. Requests or the motlifoation of plans or speci0where shall be submitted in writing. Shop drawings, whinided for review do not constitute "in writing" unless specific suggested changes are clearly marked. In any event, such changes by were of the shop drawing submittal or request for information process became the responsibility of the one usual such change & shall compensate Anchor Engirreenng, Inc. for time & expense incurred for making the desired modifications. The contractor shall allow for adequate time for Ne review, design & detailing of requested modifications a repairs in the construction schedule. Review of shop drawings by the Engineer of Record e a courtesy & does not reheve the supplier of requirements indicated in the Structural Contract Documents unless specifically noted otherwise in writing by the reviewing engineer. DIMENSION LUMBER TIMBERS, & STRUCTURAL SHEATHING Al dimension lumber & embers used for structural framing (exceptg wall studs & plates) shall be Hem Fir visually graded as follows: Timbers Used for Structural Freminp 2" thick, 4" wide ............... Hem Fir No.2 or better Fb= 850 psi 2"4' thick, 5" & wider...... Hem Fir No.2 or beater Fb = 850 psi 5" & thoker, 5" & wider.... Hem Fir No.1 or better Fb=1050 psi Dimension lumber used for 2x6 & 2x4 wall studs shall be the sae & type indicated in the Wall Stud Schedule on S0.1: Hem Fir No.2 or better ...................................... Fill ii; 850Ps, Fc=1300 pi. U.N.O. Hem Fir Stud or wall boder ............................. Flu Fc=800 i. U.N.O. Reform 9 Fe, Pa Wall Wstud schedule for wall studs. Wall tap 8 bettom plates shall match the wall send lumbar 8 grade wl the following exceptions. a. All wall sill plates attached to concrete foundation walls shall be Southern Vellow Pine Stud gratle or beater, pressure treated, cola min. FGwea= 405 psi. Allelumber &timbers used for structural framing shall be d surface dry or kiln dne'kd' col a maximum moalure content nt of of 199 percent. All woad it contact col concrete, masonry, is exposed to weather shall a preservative treated. Iia material other than w/ the T & zinc borate preservativeails, act lumber is selected ll be of used for an exterior application, all fasteners in coned col the Tented lumber All ono d nails, anchor bolts, etc.) shall be r exposed! t weathers shall winless steel. (At ed Oil eat Post- zincfo Slabs: Allwwtliu wnact wl toconcrete,masonry,orexposetlridweathershall r preservativetreated col SBXrDOT or zinc borate. All fasteners used in exterior applications shall be "hooippnd" galvanized or salnless steel.) Refer to Shear Wall Schedule for attachment dsill r for all concrete. Provide 1 x 4 cross blocking not over is at center far all wood joistsclwhere dept is equal to ri more Nan k times Ne Protides, li 2 x blocking be enjoi jetsls at supports. Standard gad lumber may m used for bridging 8 blocking. Person solid blocking between joistsOr floor saninsanes under all load bearing partitions running perpendicular to irises. At woe squash blocking at all gang studs and shear wall end posts. All woad connectors acalled! use for on the drawings are as al to or manufactured by the Simpson for specified Tie Company. Connectors ct other manufacturers may y used if the load capacity is equal to or greater than the connectors belts r the alternate connectors are me mend in writing by Ancor Engineering, Inc.. Using u manufacturer's furnisifind ma nails 8 bets fon the connection indicated. If the manufacturers otherwre provides options for maximum &min. fastening, the maximum specified fastening cond'Aion shall be used unless need otherwise. a. Strual ctural sheat a. schoo nal sheathing for mo( wall &floor sheathing shall be APA Rated Exposure 1 rd PS on the general shear wall schndule w/ exterior glue ll shall confidante American number h Association oph plans, SandarE PS 2, latest grain. It. Diaphragm Abend jou shall be of the thickness &index number abown on plans, placnd col the face grain perpendiwler to supports ll col end joints &spaced. c Nails shall be of the size 8 spacing shown on the plans. Shear walls shall be sheathed 8 nailnd as indicaletl in the Shear Wall Schedule. It. Provide suitable edge support by use of all rhea, tongue 8 groove panels y e Plywood wood blocking between supports. e. Woodstructuralpanels orwwtlll struct ural shequire tents for op plan als,gmaybe Pm dirctionof Strand Boal. are met the contractors option provided all specified requirements for Grade, glue, span ode b direction of(forapplication,009etc. are met. Fasten all wood members col common nails according to the International end Building Coate able ons, n.1 (tar 2009 8 2012IBC) shall c0.1 (for l the IBC & Chapter IBC) unless shown otherwise. min. end 8 , Ch distances for bets, nails, o patterns of fasteners shall comply w/ the IBC Chapter 238 the National Design vended, NOS, Chapter 11, latest edition. Fire Mocking in all walls shall be provided as requiretl by the IBC or the Local Building Code, whichever is more sNrgone, or as specifically indicated in the Architectural Drawings. PLANT FABRICATED / ENGINEERED WOOD FRAMING (Trus Joist) Pre -Engineered "plated mot & floor trusses shall be designed to support the full dead loads & the superimposed design loads noted above, in the Wall Stud Schedule or on the drawings. Web arrangement & member fomes shall be determined by the fabricator. 'Hoist' members shall be as manufactured by iLevel or approved equal & shall carry ICC approval for the composite section. Bridging 8 blocking shall be installed! 8 erection requirements shall be as recommended by the manufacturer. Typical framing rim board shall be 1-1/8" or 1-1/4" wide by full depth continuous LSL As an alternate, the LSL rim may be replaced by an end wall poor Was provided the end wall floor Was design accounts for the appropriate worked loading of all levels above. Contractor shall coordinate w/ the truss manufacturer If alternate ls desired. Laminated! Veneer Lumber (LVL): Beam Members noted as 'LVL' on these plans shall be supplied in the net sizes as called out & shall be manufactured by Thus Joist or approved equal. The min. allowable design values shall be: Modulus of elasticity (E): .......................................... 2,00Q000 psi Flexural stress(Fb):.................................................. 2,600 Psi Compression Pam. to Grein Ec,pery):...............-.... 750 psi Compression Pam. to Grain (Fit,pa k ..................... 2,510 psi Horizontal Shear(Fv):............................................... 285 psi Parallel $hand Lumbo (PSL): Mambem noted as "PSL" on these plans shall be supplied in the net sizes as called Out & shall be manufactured by Tms Joist or approved equal. The min. allowable design values stall be: Modulus of elesficlty (E): .... ....... ............................... 2,000,000 psi Flexural stress(Fler.................................................. 2,900 psi Compression Perp. to Grain (Fc,perp):......... ............ 750 psi Compression Pare. to Grain (Fc,pa ak..................... 2,900 psi Horizontal Shear(Fv):............................................... 290 Psi Appearance shall be of Me grade specified In the architectural drawings. Glu -Laminated (Glu-lem): Members rood as'GLW on these plans shall be manufactured from T nominal Douglas Fir -Larch lumber. Laminated members shall be designed, detailed, & fabricated in accordance wl the AITC standard weefcations for structural glued laminatetl timber of school species, aosf edition & Ne NEPA national design specification for wood construction, latest edition. Except whore otherwise noted, the following ARC laminating combinations are to be provided. Posts & Columns ... ...... ....... ...... ....... ...... - ..... ...... ... Combination 42 Simple span beams: ................................................. 24F -V4 (20F -V12 for Alaskan Yellow Cedar) Continuous Span & Cantilever Beams: ... ....... ...... .... 24F -V8 (20F -V13 for Alaskan Yellow Cedar) Appearance shall be of the grade specified in the architectural drawings. Prefabricated wall components may be used given shop drawings are provided by ata manufacturer for review by the Structural Engineer of Record. Shop drawings & calculations bearing the seal of a professional engineer (employed by the manufacturer) registered in the state where the project is being built shall be submitted to the Structural Engineer for review. Shop drawings & calculations bearing the seal of a professional engineer (employed by the manufacturer) registered in the state where the project is being built shall be submitted to the Structural Engineer for review. MATERIALS TESTING REQUIREMENTS • Testing & Inspecting: Owner will engage a special inspector & qualified testing & inspecting agency to perform field tests & inspections & prepare test reports. CONCRETE: • Testing of composite samples of fresh concrete obtainetl according to ASTM C 172 shall be performed according to the following requirements: 1. Testing Frequency: Obtain one sample for earn day's pour of each concrete mixture exceeding 5 cu. yd., & net less than one sample for each 100 cu. . or fraction thered. p d 2. When frequency of lasting will provide fewer Nan We wmfr m each batch i testi for each concrete mature, testing shall be conducted A from 1least five randomly selected batches or from each baton if fewer Nen two are used. 3. Slump: ASTM concrete 143IC 143M; one test io allot of placement tar each sample, but not less than one test for each day's pour et earn etreASmixture. Perform a method, tests when toncreo consistency appears to charge. 4. Air Content: ASTM C 231, pressure rate rime for normal -weigh concrete; one test for each sample, but net less Nan one test for each days pour ASTM concrete 0644; 5. Concrete Temperature: a too[ ASTM C1064imposit sample one test hourly when airamparanre is 40 deg F&below &wban 80 deg F&above, &,surest foreach composite sample. 6. Compresseme rergth tTeNg for stressing operations, See POST -TENSIONED ELEVATED SLAB section of general routes. 7. Co Provide a min. Tests: moo the cylinders per ASTM eC31ach 8 test the en. More per ASTM C39. a. Provide a min. of four 6x12 (w five 4x8) cylinders from each sample taken. More cylinders maybe faker at Contractors b. Cylindersfid compressive -strength tests (otherthan tar stressing operations) are laberatery-cured u.n.o. c. Test one cylinder at 7 days & two 6x12 (er three 4x8) cylinders at 28 days. Hoo one cylinder in reserve. d. A28 -day compressive -strength test shall the the average compressive strength from a set of two 6xl2(or three 4x8) cylinders obtained from same sample & tested at an age of 28 days. 8. Strength of each concrete mature will be satisfactory Itthe average of any three consecutive compressive -strength tests equals or exceeds specified compressive strength & no compressive -strength test value falls below speed compressive strength by more than 500 psi. 9. Test results shall be reported an writing to Engineer, Architect, concrete manufacturer, & Contractor within 48 hours of testing. Reports of compressive -strength tests shall certain Project identification name & number, date of concrete placement, name of concrete testing & inspecting agency, location of concrete batch in work, resign compressive strength et 28 days, concrete mixture protectionist & materials, compressive beaking strength, & type of break for hot 7- & 28 -day tests. 10. Additional Tests: Testing 8 inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment compressive strengths, or other requirements have not been met, as directed by Architect. Testing & inspecting agency may conduct tests to determine adequacy of wncrele w/ remaining cyfinder specimens after 28 day tests are conducted, cored cylinder complying wl ASTM C 421C 42M or by other methods as directed by Architect. 11. Additional testing & inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work wl specified requirements. 12. Correct deficiencies in the worie that test reports & inspections indicate does not comply wl the Contract Documents. 13. Measure floor &slab flatraws wlthin 48 boors of finishing. WELDING: 1. Partial &complete joint penetration welds shall have magnetic particle inspection in accordance w/ ASTM E709 performed on root pass & on finished wed. TYPICAL FOUNDATION NOTES Re: Civil Plans for top of first floor slab elevation (Elevations indicated on structural sheets are reference elevations only). Provide 518'0 anchor bolts @ 32" o.c. Ono. In all cases provide (1) anchor belt within 12' of all comers & sole B ends (ea. side) & provide a min. of(2)anchor bolts Per sole B. All anchor bolts shall have 1-14'0 plate washers & shall be embedded a min. of 7- into concrete col a 2" min, leg. All slab -on -grade conditions shall he separated from all bearing walls, columns, At foundation walls wl slip joints that will allow unrestrained vertical movement & the slip joints maintained over time. Interior partition infill framing or masonry walls resting on non-structural slabon-grade shall be constructed wl a slip joint that wilt allow unrestrained vertical movement. The slipint shall have sufficient depth b account for the anticipated differential vertical moveo P Pa mensof pthe slsubg rade indicated i0 ins project eoachniral report 9 Prol 9 P BRe roomilsre report rade preparation. oc 9 P P Broom finish all concrete in entryways 8 Patios. Ivia 1N1\9UIeVILIA TJI2rH2DlI:1k] • Floor deck to W 23-2" T & G APA Rated (Exposure 1) word structural panels, APA Span Rating 4824. Glue 8 nail w/ IW nails @ 6" o.c. at edges & 12" o.c, at interne ill suDPorls, umo, Stagger structural sheathing and joints, typical. • Provide all temporary & permanent bracing At blocking for Met framing members as required by manufacturer. • All dashed interior walls shown on plan are located below floor framing. • Provide clips beNreen bottom of floor framing & top B of non-bearing walls b accommodate floor framing deflection, typical. • Full depth blocking shall be provided at all bearing contlitions, shear walls, & cantilever conditions as well as at any locations recommended by a material or product manufacturer, TYPICAL WALL FRAMING NOTES Refer to Wall Stud Schedule for shat species, grade 8 spacing unless noted otherwise. Sheath all exterior walla wl Tli (" wood structural panel sheathing, APA Span Rating 24/16, w/ 8d nails @ 6' oc, at r anellboundary edges & 12' our. at Intermediate supports unless noted otherwhe in the shear wall schedule At framing plans. Block all panel edges typical unless noted otherwise. Sheath all interior shear walls per Shear Wall Schedule 8 framing plans. All gang studs o be continuous to foundation. Provide solid blocking between floors, typical. Top plate splices shall have a min. lap length of 48" w/ (8)16d or rye) 3-x0,131"nails, typical unless noted otherwise, In the event where wall top We are interrupted or notched greater than 50% of the plate wdM, provde a Simpson CSI strap with sufficient length to allow (I 0) 8d or (8)10d nails on each side of interruption or notch. Location of the first nail shall be a minimum of 1-1/2' from the interruption or notch, typical. Holdown sod packs shall slack from floor to floor to allow holdown hardware a continuous load path down to foundation. Transfer of holdown forces from stud Pack to and pack through sheathing is not permitted, TYPICAL ROOF FRAMING NOTES Sheath reef w/ 15132' APA Rated (Exposure 1) wood structural panels, APA Span Raring 32116 with the following attachment. Where VuLT < 130 mph, within 48" of roof edge, nail wl 10d nails @ T due. at pane edges & at 6" o.c. at intermediate supports unless noted otherwise. • Where 130 mph < VUaT<140 mph, within 48- of roof edge, nail wl 10d nails @4" do. at panel edges &M4"o.c. at Intermediate supports unless Hated otherwise. For all wind speeds, beyond 48" from roof edge, nail w/ 10d nails @ 8" o.c. at panel edges & at 12" oe at intermediate supports unless noted otherwise. All panel edges shall be staggered. Provide all temporary & permanent bracing & blocking fon roof trusses as required by Was manufacturer. Dot hatched areas on roof plans indicate everframlrg wl pre -manufactured mof busses. Note: The foundation system shall be inspected by the engineer of record or designated representative and verified to the Building Division by means of stamped inspection approval letter provided to the building inspector prior to, the first rough framing inspection. A foundation inspection is also required to be performed by a City of Wheat Ridge building inspector per 2018 IRC, Section R109.1.1 0�%N heat *Q? V01 N I O `ga'n9 D .,ii COMMON ABBREVIATIONS Key Name Comments & AND @ AT A.B. ANCHOR BOLTS A.F.F. ABOVE FINISHED FLOOR AEI ANCHOR ENGINEERING INC. B.O.C. BOTTOM OF CONCRETE B.O.W. BOTTOM OF WALL BOT. BOTTOM BRG. BEARING BTWN. BETWEEN C.J.CONTROLJOINT U J CONC. CONCRETE D.A.S. DEFORMED ANCHOR STUD E.O.R. ENGINEER OF RECORD EA EACH F.V. FIELD VERIFY DIMENSION END. FOUNDATION FTG. FOOTING H.A.S. HEADED ANCHOR STUD HORIZ. HORIZONTAL J.B.E. JOIST BEARING ELEVATION MANI MANUFACTURER O.H. OPPOSITE HAND P.A.F. POWDER ACTUATED FASTENERS P.T. PRESERVATIVE -TREATED RE: ARCH REFER TO ARCHITECTURAL DRAWINGS RE: CIVIL REFER TO CIVIL DRAWINGS RE: PLAN REFER TO PLANS OR GENERAL NOTES REQ'D. REQUIRED RECTA. REQUIREMENTS SIM. SIMILAR STD. STANDARD T.O.C. TOP OF CONCRETE T.O.W. TOP OF WALL TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE VERT. VERTICAL W/ WITH B PLATE i CENTERLINE STRUCTURAL SHEET INDEX S0.0 GENERAL NOTES Syr GENERAL NOTES $0.2 TYPICAL DETAILS S1.0 FOUNDATION PLAN SIA 1ST FLOOR FRAMING PLAN S1.2 ROOF FRAMING PLAN SD10 FOUNDATION DETAILS SD2.0 FRAMING DETAILS ANCHOR ENGINEERING KI MEMA i k 253511* Street Demec Colorado W211 303-783-4797 Fax 303-e30.9133 www.anclwran9.com JOB: O DESIGNER: RWT 0 EG REVIEWER: VMG DATE: N L.L NQ 0L 0 0 J Lu p 0 U U J LLi J_ _ I� N0_ L.1_ CV CV [__ Q W 2 d 2 U C U1 U! CD Z JOB: 4210745 DESIGNER: RWT DRAWN BY: EG REVIEWER: VMG DATE: 07/232021 ANCHOR ENGINEERING, Inc. YSIDOoF'�s1oNU•1•IERAL Ee P.E. 253517thSal PHONE (303)71-0797 Denver, C0 80211 FAX 343) SM133 o:.^aapz,:= m F�S!OIVALE��\ R 0 00 DRAWN BY: EG JO OWED BY: 2IV45SOOO SPECIAL INSPECTION REQUIREMENTS • A special inspector shall be engaged to make Special Inspections of the construction work as oul ined below in conformance wl the provisions of chapter 17 of the Governing Building Code. Special Inspections shell be performed by an Independent, established & recognized agency approved by the Wilding official as Eemonstradig competence in pertormiig the required Special Inspections. The special inspector shall have experience in the inspection of the particular type of construction or operation for which the special inspection is bein performed. P9 The inspecting agency shall tee rall inspections cilons Darformed. A copy of all inspection reports shell beprovided to he building ostial as well as Anchor Engineering, Inc. Inspection reports shall specify that work inspected was lContr Contract in MII �nts shall etothe most recentapproved Structural Contract Documents. Any All required discrepancies w/ the Structural Contract Documents shall mi brought to the immediate attention of the adequate for coral be a All re Trr by structural ctor for ns/mo& res ons shall be submitted to Anchor Engineering, Inc. 8 adequate time shall be allotted fir by the contractor for review &response. Coats incurred due to required conectiona. A final report shall be issued by the inspectio that all inspected items are in conformance v building department or Anchor Engineering, I be iragged & Aemizeq including dates of is: Inspection reports shall Include the names of The following work shall be inspected! by the referenced standards. 21 Steel Construction: Gamete Constiuctm Wcod COnshuctian: SO//S: Special finspeclion fir- W15brfReslslance: Special inspection Seismic Resistance: 2 department as well as Anchor Engineering, Inc. stipulating ct Document or w/ additional documentation provided by the had Document used in the special inspection process shall tine) on site during inspection. it inspector in accordance with chapter 17 of the Governing Building Code and M18 IBC Sec. 18C Section 1705.2 IBC Section 1705.3 IBC Section 11055 IBC Section 1705.6 IBC Sec#an 1705.11 18C Section 1705.12 U.S. GRADE 60 = SI GRADE 420 (4) U.S. GRADE 40 = SI GRADE 30D REBAR SPLICE LENGTH, IN. (Pc CLASS'B' TENSION SPLICES REBAR MARK CONVERSION BAR SIZE SPLICE LENGTH (in) SPLICE LENGTH (in) (BOTTOM BARS& (TOP BARS) VERTS) 'SOFT METRIFICATION' 22 BAR SIZE DESIGNATION BAR DIAMETER U.S. SI in. mm M3 #10 0.375 9.5 #4 #13 0.500 12.7 115 #16 0.625 15.9 #6 #19 01 19.1 #] #22 0.875 22.2 #8 1125 1.000 25.4 0A9 1129 1.128 28.7 #10 #32 1.270 32.3 #11 #36 1.410 35.8 U.S. GRADE 60 = SI GRADE 420 (4) U.S. GRADE 40 = SI GRADE 30D REBAR SPLICE LENGTH, IN. (Pc CLASS'B' TENSION SPLICES = 3000 psi) BAR SIZE SPLICE LENGTH (in) SPLICE LENGTH (in) (BOTTOM BARS& (TOP BARS) VERTS) #3 22 28 #4 28 3] #5 36 46 #6 43 56 #] 62 81 #8 ]i 93 #9 80 106 #10 80 118 #it 100 31 NOTES: 1. SPLICE LENGTHS ARE BASED ON Pc=3000 psi. 2. SPLICE LENGTHS ARE 1.3 x BASIC DEVELOPMENT LENGTH. 3. LAP SPLICES ARE NOT PERMITTED FOR #14 OR #18 BARS. 4. TOP BAR LENGTHS ARE SPECIFIED FOR HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12 IN. OF FRESH CONCRETE IS CAST IN MEMBER BELOW THE SPLICE. LOOSE LINTEL SCHEDULE LEVEL OF FRAMING OPENING SIZE LINTELSIZE BEARINGEA.END 5'-T OR LESS 1.3-112x3x1/4" 4" MIN. OVER 5'5."THRU V-3' 1_3-12x3-12xheix 4"MIN. OVER 6'3"THRU]'-0' Edx3-12x1/4" WMIN. OVER T-0"THRU 8'-0' 15x3-11 5/16" 6' MIN. OVER 8'-0'THRU 1V-0" L7x4x3/8' 8"MIN. NOTES: 1. PROVIDE (1) STEEL ANGLE FOR EACH 4 -THICKNESS OR LESS OF MASONRY. 2. ALL ANGLE LINTELS SHALL HAVE 3.12" OR 4" LEG HORIZ. WALL STUD SCHEDULE LEVEL OF FRAMING WALL STUD DESCRIPTION The. EXTERIOR WALLS: -do. ROOF TO 1ST FLOOR (13'-0' MAX.) 2x6 HEM -FIR #2 @ 16" o.c. ROOF TO IST FLOOR (14'-1' MAX.) 2x6 HEM -FIR #2 @ 1T due. 1st FLOOR TO FOUNDATION (10'-1"MAX.) 2x6 HEM -FIR #2@IT o.c. INTERIOR LOAD BEARING WALLS: PROVIDE 548"0 x T MIN EMBED ANCHOR BOLTS 32' o.c. @ ROOF TO tat FLUOR (10'-1"MAX.) 2x6 HEM -FIR #2@IT out. 1 st FLOOR TO FOUNDATION II V-1"MAX.) 2x6 HEM -FIR #2@IW our. STUD SPECIES, GRADE, OR SPACING INDICATED IN PLAN TAKES PRECEDENCE OVER INFORMATION CONTAINED IN THE WALL STUD SCHEDULE. STUD WALLS INDICATED IN PLAN TO HAVE A SPACING VARYING FROM THAT INDICATED IN THE SCHEDULE SHALL BE OF THE SAME SPECIES AND GRADE AS THE SCHEDULE INDICATES FOR THE CONDITION OF THE STUDS SHOWN IN PLAN (i.e. INTERIORIEXTERIORILOAD BEARING) DESIGNATED STUD WALLS, STW# TO BE CONSTRUCTED BELOW LEVEL IN WHICH DESIGNATION MARK APPEARS. SHEAR WALL SCHEDULE (FOUNDATION WALLS) GENERAL SHEAR WALL NOTES r FAsreve,cm•scrwoirceenseoaysv-..Fmewreeel WHERE SPECIAL SHEAR WALLS ARE NOTED IN PLAN SHEATHE AS INDICATED BELOi • ALL PANELS BACKEDNAL WIDER FRAMING. -do. STRUCTURAL LL PANELS EA. TURAL PANEL SHEAR • WHERE WALLAwN O SAE GYPSUM WALL BOARD w/ 6d COOLER NAILS @ 7 @ PANEL B BOUNDARY SW1 OREAPPLI DES, GOFLSSS THAN IL SPACING SIDES WALLB NAILSPACINGLL LESSTHANN ONONEORBOTH SIDES, PANEL EDGES B INTERMEDIATE SUPPORTS. JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR SILL B CONN.: S NOMINAL OR GREATER FRAMING MEMBERS MUST BE USED @PANEL EDGES & PROVIDE 548"0 x T MIN EMBED ANCHOR BOLTS 32' o.c. @ ALL NAILS SHALL BE STAGGERED. SOLE R CONN. TO BLOCKING: BLOCK ALL PANEL EDGES & PROVIDE EDGE NAILING ALL SUPPORTS 8ALL l6cl NAILS Btl TOE -NAILS 8" o.c. Q @ PANEL EDGES U.N.O. BLOCKING . T DOR BLOCKING CONN. TO DBL. TOP R: • PANELS MAY BEINSTALLED HORIZONTALLY. OF SOLE RCONN. TO BLOCKING INDICATED FOR SHEAR WALL ED IN HIS SCHEDULE. • SPACE ALL NAILS AS INDICATED IN THIS SCHEDULE. IL BUSE ELOW. BELOW. • SHEATHING& NAILING INDICATED FOR SHEAR WALLS SHALL CONTINUE ABOVE& BOTH SIDES OF WALL -711 TWOOD STRUCTURAL PANELS wl Btl NAILS @4'o.c.@ BELOW OPENINGS IN SHEAR WALLS. 5W2 O • SHEAR WALLS INDICATED IN THIS SCHEDULE ARE TO BE CONSTRUCTED BELOW &BOUNDARY EDGE5812'o.c.QINTERMEDWTE SUPPORTS. PANEL PANELONN.: ROOF OR FLOOR WHERE SHEAR WALL IS SHOWN ON FRAMING PLAN. HD3 • MINIMUM NAIL SIZES ARE AS FOLLOWS: PROVIDE &8"0 x T MIN EMBED ANCHOR BOLTS @ 16' out. M COOLER ..........._ (0.086'0,1-5/8' long, 0.234• head) SOLERCONN.TO BLOCKING: 6d COOLER............. 10.01il 1-]/8' long, 0.250" head) ROWS 16d NAILS @ 3" o.c.m OR SIMPSON A34 ANGLES @ 4" o.c. Btl COOLER ............. (0.113' T0, 2-318' long, 0.281' head) BLOCKING CONN. TO DBL. TOP R(2) BL: Btl_..... ......_..........._.(0.131'0,242' long. 0.281" head) USE NAILING OF SOLE B CONN. TO BLOCKING INDICATED FOR SHEAR WALL 16tl.........._...._....NC (0.RBOL3SSHAL 0.VEA BELOW. • ANCHOR 1-3/4 PLATE WLSHEA SW9 7/16' WOOD STRUCTURAL PANELS wl 8d NAILS @3"out. @ PANEL &BOUNDARY OEDGES&12'O.c.@ i16dN IL @4'O • ROVIDALL PROVIDEDET. 2x (FASTENED SHEAR WALL EO. 6DULEFOR INTERMEDIATE SUPPORTS. ADD.)@ALL ENDS U.N.O.IN PLAN. RE HOEDOWN SCHEDULE FOR ADD'L. POST REO'*. ENDS IN PUN SCHEDULE SILL R CONN.: • ALL SHEAR WALLS SHALL HAVE DBL. 2x TOP R's. LAP SPLICES IN TOP R's SHALL PROVIDE 518"0 x T MIN EMBED ANCHOR BOLTS Q 24' due. BE4'-0"MIN. CONNECT DBL R'sw/16d Ni 16'o.c., wl(8) 166 NAILS EA. SIDE SOLE R CONN. TO BLOCKING: OF SPLICE @ LAP SPLICES (16 TOTAL). o�c - rewo) 1W NAILS @T o.c. OR SIMPSON A34 ANGLES @ W o.c. • RE: APPLICABLE SECTIONS & DETAILS FOR ADD'L. INFORMATION REGARDING BLOCKING CONN. TO DBL. TOP R: HOEDOWNS & ANCHOR BOLTS. USE NAILING OF SOLE R CONN. TO BLOCKING INDICATED FOR SHEAR WALL • FOR SHEAR WALLS SHEATHED BOTH SIDES he WOOD STRUCTURAL PANELS B BELOW. FASTENING @ 3" o.c. OR LESS, TOP 8 BOT. WALL R's SHALL HAVE NO HD] PENETRATIONS GREATER THAN 1"0. SB1x30 • NOTED ATTACHMENT SHALL APPLYALONG THE FULL LENGTH OF SHEAR WALLS.SW4 BOTH SIDES OF WALL -]/1TWOOD STRUCTURAL PANELS wl 8d NAILS @3'o.c.@ • BLOCKING NOTED HEREIN REPRESENTS SOLID BLOCKING, BLOCKING PANELS, PANEL& BOUNDARY EDGES is 12'o.c.@ INTERMEDIATE SUPPORTS. END WALL FLOOR TRUSSES, ETC. RE: PLANS & SECTIONS. SILL R CONN.: • SILL R: HORIZ. WOOD R ATTACHED TO CONCRETE FOUNDATION OR SLAB. PROVIDE 548"0 x T MIN EMBED ANCHOR BOLTS @ IT our. • SOLE IT: HORIZ. WOOD R @ BOT. OF FRAMED WALL @ EA. LEVEL. SOLE R CONN. TO BLOCKING: • ATANCHOR BOLTS, PROVIDE (1)BTWN.4-il2" 812" OF ALL WALL CORNERS &SILL (2)ROWS 16d NAILS @2" o.c.m OR SIMPSON A34 ANGLES @ 3"o.c. PLATE ENDS AS WELL AS A MIN. OF (2) PER SECTION OF SILL R. BLOCKING CONN. TO DBL. TOP R: • AT POWDER ACTUATED FASTENERS(P.A.F.), PROVIDE (2) WITHIN 6' OF ALL WALL USE NAILING OF SOLE R CONN. TO BLOCKING INDICATED FOR SHEAR WALL CORNERS S SILL R ENDS AS WELL AS A MIN. OF (4) PER SECTION OF SILL R. ALL BELOW. P.A.F.'s SHALL HAVE 1-318• MIN. EMBEDMENT INTO CONCRETE. WA UNLESS NOTED OTHERWISE, SHEATH WALLS AS INDICATED BELOW: CSW5 7/16' WOOD STRUCTURAL PANELS w/ so NAILS @4"o. c.@ PANEL& BOUNDARY CMSTCI6 EDGES 812' o.c. @ INTERMEDIATE SUPPORTS. PERIMETER WALLS (ALL LEVELS): SILL R CONN.: SHEATH EXTERIOR wl 7/16" WOOD STRUCTURAL PANELS wl 8d NAILS @ 6' o.c. @ PROVIDE 5)1 x T MIN EMBED ANCHOR BOLTS @ 32' our. PANEL B BOUNDARY EDGES 81T our. @ INTERMEDIATE SUPPORTS. SOLE R CONN. TO BLOCKING: SHEATH INTERIOR w/ 1/2" GYPSUM WALL BOARD wl 5d COOLER NAILS @ 7' o.c. @ 16tl NAILS @ T o.c. OR SIMPSON A34 ANGLES @ 8' out. PANEL & BOUNDARY EDGES S INTERMEDIATE SUPPORTS. BLOCKING CONN. TO DBL. TOP R: SILL E CONN.: USE NAILING OF SOLE R CONN. TO BLOCKING INDICATED FOR SHEAR WALL PROVIDE 5B'0 x T MIN. EMBED ANCHOR BOLTS @ 32' our. BELOW. SOLE R CONN. TO BLOCKING: ad" 166 NAILS @ T o.c. OR SIMPSON A34 ANGLES @ 8' o.c. WA BLOCKING CONN. TO DBL. TOP R: WA USE NAILING OF SOLER CONN. TO BLOCKING INDICATED FOR SHEAR WALL HD15 BELOW. 34" INTERIOR BEARING WALLS (ALL LEVELS): WA SHEATH BOTH SIDES w/ VTGYPSUM WALL BOARD w/ 5tl COOLER NAILS @ r out. WA @ PANEL & BOUNDARY EDGES & INTERMEDIATE SUPPORTS. HD16 SILL R CONN.: PASS PROVIDE 548'0 x T MIN EMBED ANCHOR BOLTS @ 32' o.c. 1-3et' SOLE R CONN. TO BLOCKING: WA i6d NAILS Q 12' o.c. OR 8d TOE -NAILS @ 8" do. HD17 BLOCKING CONN. TO DBL. TOP R: 1-1/8.0 USE NAILING OF SOLE R CONN. TO BLOCKING INDICATED FOR SHEAR WALL 1-3/4' BELOW. WA NOTE: 1. Di ROWS OF NAILING @ SOLE R CONN. SHALL HAVE 31C EDGE DISTANCE, STAGGERED w/ T SPACING STAN. ROWS. 2. AT CONTRACTORS OPTION, 348' WOOD STRUCTURAL PANELS MAYBE USED @ INTERIOR SHEAR WALL LOCATIONS IN LIEU OF 7/16' WOOD STRUCTURAL PANELS PROVIDED ALL OTHER REO -M. NOTED ABOVE ARE FOLLOWED. 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3"NOMINAL OR WIDER. HD7 Holdeen Mark NOTES: 1. REFER TO GENERAL NOTES SHEETS FOR HOEDOWN DETAILS. 2. ALL HOEDOWNS ON PLAN ARE TO BE INSTALLED @ LEVEL SHOWN. PLACE HOEDOWNS@ CORNER STUDS, TYP. U.N.O. 3. ALL HARDWARE BY SIMPSON STRONG -TIE, TYP. U.N.O. AT CONTRACTORS OPTION, REPLACE w/ APPROVED EQUAL. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING REO'D FASTENERS & INSTALLATION PROCEDURES. 4. IF FIELD CONDITIONS FALL OUTSIDE OF LIMITS INDICATED IN THE TABLE ABOVE, CONTACT ANCHOR ENGINEERING, INC. FOR ADDITIONAL RECOMMENDATIONS. 5. RE: POST INSTALLED HOEDOWN SCHEDULE FOR POST INSTALLED HOEDOWN OPTIONS. 6. WELD ANCHOR BOLT TO EMBED IT, RE: PIAN FOR MORE INFORMATION. O POST INSTALLED HOLDOWN SCHEDULE HOLDOWN SCHEDULE 0 TYPE HOEDOWN MODEL TYPE HOEDOWN MODEL FOUNDATION ANCHOR) END LENGTH #VERT. STUDS MIN. EDGE DISTANCE MIN. END DISTANCE MIN. SPACING MIN. EMBED. HD1 ESTHD8(RJ) WA (2)2x4 a(2)2x8 12' WA WA 8" HD2 STHD10(W) WA (2)2x4 or(2)2x6 12" NIA WA 10" HD3 STHD14(W) WA (4)2x4 or(2)2x8 1/2' WA WA le HD4 HDU2-SD52.5 SSTS16 (2)2x4 a(2)2x8 1-3/4' 5" WA 125/8' HD5 HDU5SD52.5 SSM24 (3)2x4 or(2)2x6 1-3/4' 5" WA 205/8" HD6 HDU8SDS2.5 SSM28 (4)2x4 or(3)2x8 1-3/4' 5" WA 24-71W HD] HDU11SD52.5 SB1x30 (5)2x4 or(3)24 1-3/4' S" WA 24" HD10 CS16 14" (2)2x4 or(2)2x6 NIA NIA WA WA HDif CS14 19" (2)2x4 or(2)2x8 WA WA WA WA HD12 CMSTCI6 25" (3)2x4 or (2)2x6 WA WA WA WA HD13 CMST14 34" (Q 2x4a(2)2x8 WA WA WA HIM CMST12 ad" (3)2x8 WA WA WA HD15 (2)CMST14 34" (2)2x6 EA. STRAP WA WA WA IN HD16 HDIJUSDe2.5 PASS (4)2x8 1-3et' 5" WA HD17 HD12 1-1/8.0 (3)D.F. 2x6 1-3/4' 5" WA HD7 Holdeen Mark NOTES: 1. REFER TO GENERAL NOTES SHEETS FOR HOEDOWN DETAILS. 2. ALL HOEDOWNS ON PLAN ARE TO BE INSTALLED @ LEVEL SHOWN. PLACE HOEDOWNS@ CORNER STUDS, TYP. U.N.O. 3. ALL HARDWARE BY SIMPSON STRONG -TIE, TYP. U.N.O. AT CONTRACTORS OPTION, REPLACE w/ APPROVED EQUAL. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING REO'D FASTENERS & INSTALLATION PROCEDURES. 4. IF FIELD CONDITIONS FALL OUTSIDE OF LIMITS INDICATED IN THE TABLE ABOVE, CONTACT ANCHOR ENGINEERING, INC. FOR ADDITIONAL RECOMMENDATIONS. 5. RE: POST INSTALLED HOEDOWN SCHEDULE FOR POST INSTALLED HOEDOWN OPTIONS. 6. WELD ANCHOR BOLT TO EMBED IT, RE: PIAN FOR MORE INFORMATION. HD1 HOM.bwn Mack NOTES: 1. REFER TO GENERAL NOTES SHEETS FOR HOEDOWN DETAILS. 2. ALL HOEDOWNS ON PLAN ARE TO BE INSTALLED @ LEVEL SHC 3. ALL HARDWARE BY SIMPSON STRONG -TIE. The. U.N.O. AT COI TYP. U.N.O. I EQUAL. 4. ALL ANCHOR RODS TO BE DRILLED B EPDXIED w/SIMPSON SET -XP EPDXY wI MIN. EMBEDMENT PER SCHEDULE ABOVE. USE SIMPSON AT -XP FOR TEMPERATURES BELOW 40 DEGREES. DO NOT INSTALL EPDXY ANCHORS @ TEMPERATURES BELOW 14 DEGREES. S. IF FIELD CONDITIONS FALL OUTSIDE OF LIMITS INDICATED IN THE TABLE ABOVE, CONTACT ANCHOR ENGINEERING, INC. FOR ADDITIONAL RECOMMENDATIONS. 6. Q LSTHD8(RJ) PROVIDE HDU2-SD52,5(HD4) FOR POST INSTALLED OPTION, @STHD10(RJ) PROVIDE HDU5-SDS2.5(HD5) FOR POST INSTALLED OPTION, @ STHD14 (RJ) PROVIDE HDU8SDS2S (HD6) FOR POST INSTALLED OPTION. T ANCHOR ENGINEERING KNQ IND lu ll kil 253517* Street Denier. Colorado W211 303-783-4797 Fax 303-8309133 www.ancMren9.com O POST INSTALLED HOLDOWN SCHEDULE RWT 0 TYPE HOEDOWN MODEL FOUNDATION ANCHOR #VERT. STUDS MIN. EDGE DISTANCE MIN. END DISTANCE MIN. SPACING MIN. EMBED. HIM ESTHD8(RJ)s WA (2)2x4 or(2)2x6 12' WA WA 8" HD2 STHD10(W)s NIA (2)2x4 or(2)2x622-W4' 2" WA WA 10" HIM STHD14(RJ)s WA (4)2x4 or(2)2x6/2 MMA WA 14" HIM HDU2-SDS2.5 Sl8"O THREADED ROD (2)2x4 or(2)2x63/4' 1-3/4' WA 8-ve HD5 HDU5SDS2.5 518"0 THREADED ROD (3)2x4 or(2)2x63/4' 1-3/4' WA 14-3/4' HIM HDU8SDS2.5 7/8"0 THREADED ROD (4) 2x4 a (3) 2x8 2-3/4' WA 18-3/6'HDT HDU11SD52.5 1"OTHREADEDROD 5 2x4 or 3 2x63/4' w a 2-3/4' WA 18" HD1 HOM.bwn Mack NOTES: 1. REFER TO GENERAL NOTES SHEETS FOR HOEDOWN DETAILS. 2. ALL HOEDOWNS ON PLAN ARE TO BE INSTALLED @ LEVEL SHC 3. ALL HARDWARE BY SIMPSON STRONG -TIE. The. U.N.O. AT COI TYP. U.N.O. I EQUAL. 4. ALL ANCHOR RODS TO BE DRILLED B EPDXIED w/SIMPSON SET -XP EPDXY wI MIN. EMBEDMENT PER SCHEDULE ABOVE. USE SIMPSON AT -XP FOR TEMPERATURES BELOW 40 DEGREES. DO NOT INSTALL EPDXY ANCHORS @ TEMPERATURES BELOW 14 DEGREES. S. IF FIELD CONDITIONS FALL OUTSIDE OF LIMITS INDICATED IN THE TABLE ABOVE, CONTACT ANCHOR ENGINEERING, INC. FOR ADDITIONAL RECOMMENDATIONS. 6. Q LSTHD8(RJ) PROVIDE HDU2-SD52,5(HD4) FOR POST INSTALLED OPTION, @STHD10(RJ) PROVIDE HDU5-SDS2.5(HD5) FOR POST INSTALLED OPTION, @ STHD14 (RJ) PROVIDE HDU8SDS2S (HD6) FOR POST INSTALLED OPTION. T ANCHOR ENGINEERING KNQ IND lu ll kil 253517* Street Denier. Colorado W211 303-783-4797 Fax 303-8309133 www.ancMren9.com JOB: O DESIGNER: RWT 0 EG REVIEWER: Q DATE: N L.L O Lu U U ll�1•1 vJ J LLi J_ (� I N�_ CV W 2 0 2 0. 2 C w z (9 w a JOB: 1100745 DESIGNER: RWT DRAWN BY: EG REVIEWER: YMG DATE: 07/232021 0erz4re02t i Cu D50.1 F90D34 iI \ CORNER BARS TO I HORIZ. REINF., TYP. FOUNDATION WALL/ GRADE BEAM INTERSECTIONS I TYPICAL DETAIL W4'= 1'4' FLOOR JOIST ORIENTATION 100KED DOWN (W 4'-D' UNLESS OTHERWISE SHOWN T.O.C. STEP, TYP. o. N CLASS W SPLICE U Z)#5 BARS x FTG. I O STEP +4'41' IN B.O. WALL, TYP. CLA55'B'SPLICE 4 o z I U o d;. FTG. STEP, BOT. REINF. BARS HOOKED RE: PLAN UP @ FOOTING STEP, TYP. FOUNDATION WALL STEP 2 TYPICAL DETAIL 314' =1'-0' RE: PLAN FOR 1/8" SAWCUT CONTROL JOINT, RE: PLAN & SLAB REINF. SOILS REPORT FOR RECOMMENDATIONS 3L. 2x TOP W CONT. E: SHEAR WALL SCHEDULE INN •• -). , )R MIN. LAP SPLICE LENGTH) SAWCUT CONTROL JOINT WALL STUDS, RE: PLAN OOD/L.V.L. HEADER HERE APPLIES NG STUD (FULL HEIGHT), _: KING STUD SCHEDULE FOR QTY. ZIMMER STUD (PROVIDES =ADER BEARING), RE: PLAN E: PLAN FOR BOUNDARY & EDGE NAILING NOT SHOWN HERE HEADER DETAIL 3 TYPICAL DETAIL 314"=1'-0' 3/4" x V-0' SMOOTH DOWELS @ RE: PLAN FOR 24' o.c. (GREASE ONE END) SLAB REINF. LOCATED@MID-DEPTH OF SLAB DOWELED CONSTRUCTION JOINT NOTES: APPLY BOND BREAKER FULL 1. RE: SOILS REPORT FOR CONT. 2x4 KEY LENGTH & DEPTH OF JOINT SUBGRADE PREPARATION REQ'M. 2. PROVIDE SLAB CONTROL JOINTS i EA WAY @COLUMN LINES &@ 'O 10'o.c. MAX. EA. WAY BTWN. OR AS NOTED OTHERWISE. RE: PLAN FOR �� �j ���� 3. UNLESS NOTED OTHERWISE, SLAB REINF. USE SAWCUT CONTROL JOINTS 6" 6" @ INTERIOR SLABS & USE TOOLED CONTROL JOINTS @ CONSTRUCTION JOINT EXTERIOR FLATWORK. o: w 0 U PROVIDE 2'-0"HOOK AT z ALL WINDOW VERTICAL E HOOK ORIENTED AWA) ---i-\I-------,--- __- -------- -- O U RWT ILVARIES, RE: PLAN EG REVIEWER: Q K N L.L RE: ARCH. pO DBL. 2x TOP E CONT._Lza Li O 0 U U LLi J_ (Ij 2cNxjNom_ 2x STUDS @ SHEAR WALL ENDS, END STUDS, RE: PLAN RE: HOEDOWN SCHEDULE W 2 d z SHEAR WALL, R A A z Z PROVIDE BLOCKING TYP. 2x WALL STUDS, REPLAN 2x BOT.@ BTWN. STUDS RE: PLAN z o W PROVIDE SOLID VERT. BLOCKING ENOWALL STUDS, Z i OF SIZE BSPACING TO MATCHSCHEDULE COILED STRAP CS16x X'-X'CUT REFOR NUMBER z ¢ STUDS ABOVE FLOOR LENGTH, NAIL wl 8d NAILS @ EVERY OF STUDS @ HOEDOWN TYP.2x WALL STUDS, w ? r Ern OTHER HOLE, CENTER STRAP ON FACE OF KING STUD. PROVIDE RE: PLAN i O FLOOR JOISTS, RE: PLAN STRAPS FACE WALL. IF ANCHOR BOLT LOCATED INTERIOR i W CRIPPLE STUDS I R AN INTERIOR PERPENDICULAR DI WITHIN B'OF WALL END SHEATHING, EXTERIOR WALL SHEATHING, 0 U @ 16" O.C. WALL INTERRUPTS PLACEMENT OF RE PLAN RE: PLAN z w DOOR HEADER, THE STRAP, THEN THE STRAP SIMPSON HOEDOWN, RE: PLAN a z¢ RE: PLAN MUST BE INSTALLED PRIOR TO THE AN OR LT LOCA E ANCHOR BOLT LOCATED U w CONSTRUCTION OF THE INTERIORv HOEDOWN ANCHOR BOLT, SIMPSON H OF a WALL TRIMMER &KING RE: HOEDOWN SCHEDULE HOEDOWN, ~O STUDS, RE: PLAN - RE: PLAN FASTEN ENDWALL STUD ASSHOWN r o w/(2)ROWS 12tl NAILS @6'o.c. r DBL. 2x TOPIE STUD 'ON LAYOUT' 2 P.T.OR REDWOOD SOLER w '' 2x STUDS, 2x STUDS @SHEAR WALL ENDS, -- ° END. WALL °0 RE: HOEDOWN SCHEDULE o w RE: HOEDOWN SCHEDULE PROVIDE BLOCKING11 BTWN. STUDS SIMPSON SDS OR THROUGH -BOLTS, SIMPSON STRAP, RE: PLAN FOR GAG RE: HOEDOWN SCHEDULE NAILING,&LOCATIONS. FASTEN TO JAMB WIDTH STUDS MOVE &BELOW AS SHOWN. (2) 2x � A B C STRAPPING @ WINDOWS TYPICAL HOLDOWN DETAILS 5 TYPICAL DETAIL 6 TYPICAL DETAIL 3/4' = T -Y' 314"=1'-0' o: w 0 U PROVIDE 2'-0"HOOK AT z ALL WINDOW VERTICAL E HOOK ORIENTED AWA) ---i-\I-------,--- __- -------- -- I I (2)16 FULL DEPTH VERT. AT INT. FACE OF WALL AND (1) #5 FULL DEPTH I / VERT. AT EXT. FACE OF 11 WALL, TYP. EA. SIDE OF WINDOW I I I SLAB -ON -GRADE JOINTS 4 TYPICAL DETAIL 314"=1'-0' i I -- �----------�— `Wheat (2)#5AND 1)HORIZ HATINT. FACE OF WALL O Ri WALL. ALL BAR TO EXTEND FACE OF �� 0' WALL. EDGE OF WINDOW ATEA H PAST EDGEN WINDOW WI EACH END, TYP. TOP AND BOT. OF WINDOW Ing VolO 7 TYPICAL DETAIL 314'm T4E E SIMPSON HOEDOWN STRAP, FASTEN TO STUDS ABOVE & BELOW AS SHOWN ANCHOR ENGINEERING MQ NW I4 1+,24++JK k 25351]* Sveo Demer. Colorado W211 303-783-4797 Fax 303-830.9133 ancMmngxom x �w / O U RWT 0 EG REVIEWER: Q K N L.L RE: ARCH. pO I I (2)16 FULL DEPTH VERT. AT INT. FACE OF WALL AND (1) #5 FULL DEPTH I / VERT. AT EXT. FACE OF 11 WALL, TYP. EA. SIDE OF WINDOW I I I SLAB -ON -GRADE JOINTS 4 TYPICAL DETAIL 314"=1'-0' i I -- �----------�— `Wheat (2)#5AND 1)HORIZ HATINT. FACE OF WALL O Ri WALL. ALL BAR TO EXTEND FACE OF �� 0' WALL. EDGE OF WINDOW ATEA H PAST EDGEN WINDOW WI EACH END, TYP. TOP AND BOT. OF WINDOW Ing VolO 7 TYPICAL DETAIL 314'm T4E E SIMPSON HOEDOWN STRAP, FASTEN TO STUDS ABOVE & BELOW AS SHOWN ANCHOR ENGINEERING MQ NW I4 1+,24++JK k 25351]* Sveo Demer. Colorado W211 303-783-4797 Fax 303-830.9133 ancMmngxom x �w / JOB: O DESIGNER: RWT 0 EG REVIEWER: Q DATE: N L.L pO Li O 0 U U LLi J_ (Ij 2cNxjNom_ CV W 2 d z 0. z R A A z Z W K JOB: #210745 DESIGNER: RWT DRAWN BY: EG REVIEWER: YMG DATE: 07/23/2021 08124/2021 a !I a MAR WI' -4 1/4" 12'-2114" 1 10'-03/4' 25-1 We 12' ISOLATION JOINT Q SLAB PERIMETER, TYP. V6 IIT 5'61/4" 15'-1112' 10'-0" DEPRESS T.O.C. Q DOORS FOR SLAB POUROVER, TYP. T 4 -CONIC. SLAB w/6x6-W1.4xW1.4W.W.M. OVER COMPACTED FILL, RE:SOILSREPORT. RE: ARCH DWGS. FOR SLAB DEPRESSIONS, SLOPES TO DRAINS, ETC. T.O. SLAB ELEV. = VARIES 2T4" CONTROL JOINTS @ 10'-0" o.c. MAX IN BOTH DIRECTIONS. TYP. 9 36'-11' 10 COUf4TERFORT, RE:8/SDID 11 8- CONCRETE WALL. PROVIDE (2)#5T& B & #4 VERTS @ 18" o.c. PROVIDE 16' WIDE FOOTING BELOW WALL. RE: FOOTING SCHEDULE FOR REINF. T.O.C. ELEV. = GRADE B.O.C. TO MATCH ADJACENT PAD FOOTING. 1" 114" PROVIDE EMBED B1'XION1'41" w/(3) 5/8"0 x 33' HAS. WELDED TO EMBED B WITH 1/4' FILLET WELD ALL AROUND. RE:1DISD1.0 FOR MORE INFORMATION. WELDED ANCHOR BOLT TO PLATE W15'16' FILLET WELD ALL AROUND. 4 PROVIDE BASE 4x12xI'-0'w1 (4) 11T TITEN HDw14" EMBEDMENT. RE:91SD1.0 FOR MORE INFORMATION. 14 WINDOW WELL BY OTHERS. 15 10" FOUNDATION WALL (@ THIS LOCATION. 16 REINFORCE STUB w/(2)#4 CLOSED TIES TO BE POURED MONOLITHICALEY. 3'-6' 12" (3)#5 BOT. (3)#5 BOT. Nom_ D1. Ch CONTINUOUS FOOTING SCHEDULE w SIZE REINFORCING MARK WIDTH LENGTH FIB M.0" NGITUDINAL F3.Ox6.0 3'-0' 6'-0' ,'-0' 4) #5 CTR. F16 1'4' CONT. 1'-0'(2)#s BOT.F20 1'-8" CONT. 1'-0'(2)#5 mm BOT.F24 2'-0' CONT. ,'-0'(3) #5 BOT.F28 2'-0' CONT. 1'-0' T.O.C. ELEV. = 85-0' q a m I F76 T.O.C. ELEV. _ L-----85 ----- 96'-a" 6 I 85-0' 4 I I I s _ D1. I I I I _ e I I 0 4 I T.O.C. ELEV.= HD17 D1. SIM. HD17 85U' m\'8" HD �4'-� 8'-0" 8' 4'-11/4' 4'5314" 44' 1 T.O.C. ELEV. _ q F24 65'-0' T.O.C. ELEV.= 3. 89-0" L , B.O. SLAB -16" T.O.C. ELEV. _ 1 6 IN,w-p 4'CONCSIABONGRADEwI L 6x6x IAMI.4 W.W.F.-RE: SOILS H07 \ 4 REPORT FOR SU&GRADE T.O.C. ELEV. 3 PREPARATION RE: ARCH. FOR SLOPES 1 TO DRAINS ETC. T.O. CONC. S.O.G.= W T PROVIDED ELEV. B FOR q m PF20 = 1 - n 1 1 4 9 4 REFERENCEONLY. RE: CMLFOR 1894- FV%P0 aELEV. r GRADE tO'-8" ACTUAL ELEV- PROVIDE SAW CUT L____ - HD4 CONTROL JOINTS @ COLUMN LINES& @ 10'MAX. o.c., RE: SOILS REPORT L_ 1 1 F20 SOLE R LOCATION, 4 PF3.0 PF3.5 T 85-0' 85-0' T.O.C. 96'"0. ELEV. = TYP. WHERE 8 888 80'8' "411 SHOWN THUS L-________ J L_______� 1 1 r_ r_�_� T.O.C. ELEV. = 4 1 96'-0" TYP. +- - HIM 9 ELEV. \ F20 1 HD16 \ \ D1. LI _ J 88'-0-. 9 \ \ 8-'! 26'-01/2' 6'41' 1Y-10114" \ \ - SOLE R ATION, \\ TYP. WHERE i- \ \ HD16 1 1 SHOWN THUS � \ T.O.C. ELEV. _ \ \\ 651.1411 I I PF2.0 - PF2.0 I T.O.C. ELEV. = 981-0" 88'-0' 88'-0' F16 85-0' SOLE B LOCATION, TYP. WHERE SHOWN THUS T.O.C. ELEV. 89'-0" _ \ \ � 0 1 r F24 85'-0" L--------- T.O. C. ELEV.= -------------- IN 1 1'-0' l 1 c ----- HW R N ILLm C b l e n F16 T.O.C. ELEV. _ T.O.C. ELEV. _ 1 _____________ m _____ _____ v 85-0' 95-0 1 1 m --------------- ---J a I✓ 1 o_ T.O.C. ELEV. �96'-0'5-0 1 F18 T.O.C. ELEV.= 1 m e F20 ---- ----I------- 91'-0. -� 85'-0' V -O JL J 1 Hm r -m _ _ _ _ q, _ _ _ _ _ 1 1 D1. D1. --------------- SIM. 1 5 D1. V-3" 20'-6112" 1T8114" T-51/2' T51/4" 14'5" 11.6112" 80'41114- 1 FOUNDATION PLAN 1/4'=1'-0" NOTES: 1. RE: SOA FOR GENERAL FOUNDATION NOTES. 2. T.O.C. ELEV. = LEGS 5522'-0" = 100'-0", TYP. U.N.O. 3. PROVIDE 518.0 x 10" ANCHOR BOLTS w/ 1" LEG @ 3T ox.. TYP. 4. CONTRACTOR TO VERIFY ALL DIMENSIONS w/ ARCH DRAWINGS. NOTIFY ENGINEER OF RECORD IF THERE IS A DEVIANCE FOR FURTHER RECOMMENDATIONS. 5. BROOM FINISH ALL CONC. IN ENTRYWAYS & PATIOS. a RE: SOILS REPORT FOR PERIMETER DRAIN REQ'M. & INSTALLATION GUIDELINES. T HO# - INDICATES SIMPSON HOEDOWN, RE: SCHEDULE ON SI.O FOR REQ'M. 8. AEI ACCEPTS NO RESPONSIBILITY FOR MOVEMENT OF END WALLS IF END IS BACKFILLED PRIOR TO INSTALLATION OF FIRST FLOOR DIAPHRAGM. 9. ® - INDICATES SLOPED GONG, RE: ARCH FOR SLOPES & DRAINS. 10. CONTRACTOR TO VERIFY X-0' FROST DEPTH IS MAINTAINED FOR BOTTOM OF GRADE BEAM AT PERIMETER AND EXTERIOR LOCATIONS. e e KEYNOTE SCHEDULE -FOUNDATION 1 STEP T.O.C. 4 12' ISOLATION JOINT Q SLAB PERIMETER, TYP. 5 FOUNDATION WALL OPENING, RE: 7/SO.2 TYP. WHERE SHOWN THUS. 6 DEPRESS T.O.C. Q DOORS FOR SLAB POUROVER, TYP. T 4 -CONIC. SLAB w/6x6-W1.4xW1.4W.W.M. OVER COMPACTED FILL, RE:SOILSREPORT. RE: ARCH DWGS. FOR SLAB DEPRESSIONS, SLOPES TO DRAINS, ETC. T.O. SLAB ELEV. = VARIES 8 CONTROL JOINTS @ 10'-0" o.c. MAX IN BOTH DIRECTIONS. TYP. 9 2'-0" x Z -Ox KEYED CONSTRUCTION JOINT, TYP. @ INTERIOR PAD FOOTINGS WHERE REQ'D., TYP. 10 COUf4TERFORT, RE:8/SDID 11 8- CONCRETE WALL. PROVIDE (2)#5T& B & #4 VERTS @ 18" o.c. PROVIDE 16' WIDE FOOTING BELOW WALL. RE: FOOTING SCHEDULE FOR REINF. T.O.C. ELEV. = GRADE B.O.C. TO MATCH ADJACENT PAD FOOTING. 12 PROVIDE EMBED B1'XION1'41" w/(3) 5/8"0 x 33' HAS. WELDED TO EMBED B WITH 1/4' FILLET WELD ALL AROUND. RE:1DISD1.0 FOR MORE INFORMATION. WELDED ANCHOR BOLT TO PLATE W15'16' FILLET WELD ALL AROUND. 13 PROVIDE BASE 4x12xI'-0'w1 (4) 11T TITEN HDw14" EMBEDMENT. RE:91SD1.0 FOR MORE INFORMATION. 14 WINDOW WELL BY OTHERS. 15 10" FOUNDATION WALL (@ THIS LOCATION. 16 REINFORCE STUB w/(2)#4 CLOSED TIES TO BE POURED MONOLITHICALEY. F16 -Fa #W Mark 92'-0"-TopofFw#ng Elevation NOTES: 1. ALL REINFORCING TO BE PLACED IN BOTTOM OF FOOTING wl PROPER CLEAR COVER (SEE GENERAL NOTES), TYP. U.N.O. 2. REINFORCING SHALL BE CONTINUOUS IN ALL CONTINUOUS SPREAD FOOTINGS. RE: PERM SPLICE SCHEDULE FOR SPLICE LENGTHS. 3. PADS TO BE FORMED w/ 2x WOOD FORMS. IF CONTRACTOR OPTS TO USE EARTH FORMING, THE PLAN DIMENSIONS MUST BE INCREASED 41NCHES. 4. ALL FOOTINGS TO BE CENTERED ABOUT STEM WALL, TYP. U.N.O. O SPREAD FOOTING SCHEDULE RAT F the engineer of record or designated representative SIZE Q REINFORCING MARK WIDTH LENGTH THICKNESS TRANSVERSE LONGINTUDINAL PF2.0 2'-0' 2'-0" 1T (2)#5 BOT. (2)#5 BOT. PF3.0 3'-0' 3'-0' 17 (3)#5 BOT. (3)#5 BOT. PF3.5 1 3'-6' 3'-6' 12" (3)#5 BOT. (3)#5 BOT. Nom_ CV Ch CONTINUOUS FOOTING SCHEDULE w SIZE REINFORCING MARK WIDTH LENGTH THICKNESS NGITUDINAL F3.Ox6.0 3'-0' 6'-0' ,'-0' 4) #5 CTR. F16 1'4' CONT. 1'-0'(2)#s BOT.F20 1'-8" CONT. 1'-0'(2)#5 mm BOT.F24 2'-0' CONT. ,'-0'(3) #5 BOT.F28 2'-0' CONT. 1'-0' (3 #s BOT. F16 -Fa #W Mark 92'-0"-TopofFw#ng Elevation NOTES: 1. ALL REINFORCING TO BE PLACED IN BOTTOM OF FOOTING wl PROPER CLEAR COVER (SEE GENERAL NOTES), TYP. U.N.O. 2. REINFORCING SHALL BE CONTINUOUS IN ALL CONTINUOUS SPREAD FOOTINGS. RE: PERM SPLICE SCHEDULE FOR SPLICE LENGTHS. 3. PADS TO BE FORMED w/ 2x WOOD FORMS. IF CONTRACTOR OPTS TO USE EARTH FORMING, THE PLAN DIMENSIONS MUST BE INCREASED 41NCHES. 4. ALL FOOTINGS TO BE CENTERED ABOUT STEM WALL, TYP. U.N.O. 11 ANCHOR ENGINEERING KNQ KQIIA 4,24++JK k 25351]* Sveet Demer. Colorado W211 303-783-4797 Fax 303-830.9133 w %ancMrengxom O Note: The foundation system shall be inspected by RAT F the engineer of record or designated representative REVIEWER: Q and verified to the Building Division by means of a' stamped inspection approval letter provided to the C) 0 building inspector prior to, the first rough framing J inspection. A foundation inspection is also required W U to be performed by a City of Wheat Ridge building 17 U inspector per 2018 IRC, Section R109.1.1 U) J LLi J e 2 11 ANCHOR ENGINEERING KNQ KQIIA 4,24++JK k 25351]* Sveet Demer. Colorado W211 303-783-4797 Fax 303-830.9133 w %ancMrengxom JOB: O DESIGNER: RAT 0 EG REVIEWER: Q DATE: N L.L C) 0 J W U 0 U U) J LLi J (Ij 2 Nom_ CV Ch w z z R A z z w rc JOB: #210745 DESIGNER: RAT DRAWN BY: EG REVIEWER: YMG DATE: 07/23/2021 )82N2021 i C(B D51.0 NUI hb: 1. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS FOR BLOCKING, BRIDGING, & CANTILEVERED ENDS. B3 H J3 1 FIRST FLOOR FRAMING PLAN 1/4'=1'-O" NOTES: 1. RE: SO SHEETS FOR TYPICAL FLOOR FRAMING NOTES. 2. RE: APPROPRIATE SCHEDULES FOR TRUSSES, BEAMS, & COLUMNS AS INDICATED BY FT#, B# & C# CALLOUTS. FOR BEAMS & COLUMNS THAT ARE NOT CALLED OUT ON PLAN, RE: SCHEDULE NOTES, TYP. 3. RE: $0.1 FOR SHEAR WALL,HOEDOWN, STUD WALL, AND KING STUD SCHEDULES AS WELL AS SHEATHING REQUIREMENTS, TYP. J3 J4 COLUMN SCHEDULE FLOOR & ROOF JOIST SCHEDULE TYPE CAP/BASE SIZEISPACING HANGER (FACE MOUNT) HANGER (TOP FLANGE) 11 11-7/8" TJI 210's @ 16" o.c. OR 11-7/8" BCI 6000's @ 16" o.c. IUS206/11.88 OR IUS2.37111.88 ITS2.06/11.88 OR ITS2.31/11.88 J2 11-718" TJI 210's @ 12" o.c. OR 11-718" BCI 6000's @ 12" o.c. IUS2.ONI1AB OR IUS2.37111.88 ITS2.06111AB OR ITS2.37/11.88 J3 WA P.T. 2x12 @ 16" o.c. LUS21OZ N/A J4 3"STD.ADJ.DJ. STEEL PIPE° P.T. 2x8 @ 16" o.c. LUS28Z N/A R1 14" TJI 360'5 @ ME o.c. OR 14" BCI 6000'5 @ 16" a.c. IU52.3]/14 ITS2.37/14 R2 14" TJI WW's @ 24" o.c. OR 14" BCI 6000's @ 24" o.c. IUS2.37/14 ITS2.37/14 R3 11-718" TJI 210's @ 24" o.c.OR 11-7/8' BCI 6000s @ 24' o.c. IUS2.06111.88 OR IUS2.37111.88 ITS2.08/11.88 OR ITS2.37/1I N R4 11-718" TJI 21 O's @ 16" o.c. OR 11-718" BCI 6000'5 @ 16" 0.c. IUSZO6111.68 OR IUS2.37111.88 ITS2.06111118 OR ITS2.37/11.88 R5 (2)11-]/8" TJI 21 O's @ 24" o.c. OR (2)114/8" BCI 6000's @ 24" o.c. MIU4.28111 OR MIU4.]5111 MIT4.28111.8 OR MIT3511 88-2 R6 11-718" TJI 210's @ 19.2" o.c. OR 11-718" BCI 6000's @ 19.2" o.c. IUS2.06111.88 OR IU52.3]I11.88 =3775/11111881 ITS2.08/11.88 OR ITS2.37/1I N R] (2)11418"TJI210'3@16"o.c.OR(2)11418•BCI6000's@16"o.c. N/A MI114.28111 ON MIT4.28111.8 ORMIT351186-2 RB 9-112"TJI 210'5 24"o.c.OR9-112"BCI6OWs 24"o.c. ILI 2.06/9.5ORIUS2.3]/9.5 I ITS2.0619.50RITS2.3719.5 NUI hb: 1. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS FOR BLOCKING, BRIDGING, & CANTILEVERED ENDS. B3 H J3 1 FIRST FLOOR FRAMING PLAN 1/4'=1'-O" NOTES: 1. RE: SO SHEETS FOR TYPICAL FLOOR FRAMING NOTES. 2. RE: APPROPRIATE SCHEDULES FOR TRUSSES, BEAMS, & COLUMNS AS INDICATED BY FT#, B# & C# CALLOUTS. FOR BEAMS & COLUMNS THAT ARE NOT CALLED OUT ON PLAN, RE: SCHEDULE NOTES, TYP. 3. RE: $0.1 FOR SHEAR WALL,HOEDOWN, STUD WALL, AND KING STUD SCHEDULES AS WELL AS SHEATHING REQUIREMENTS, TYP. J3 J4 NOTES: 1. COLUMNS SHOWN THUS ®ON PLAIN & NOT CALLED OUT TO BE DBL. 2X4 IF POST IS LOCATED IN 2x4 WALL FRAMING, DBL. 2x6 IF LOCATED IN 2x6 WALL FRAMING. 2. 0 INDICATES POST FROM ABOVE. CONTRACTOR TO ENSURE THAT POST BEARS DIRECTLY ATOP BEAM BELOW OR CONTINUE SAME POST THAT IS INDICATED IN UPPER FRAMING PLANS wl SQUASH BLOCKS BETWEEN FLOORS TO THE FOUNDATION, TYP. 3. RE: APPROPRIATE DETAILS FOR CAP B & BASE B BOLTING REQ'M. 4. SUPPORT ALL EXTERIOR WINDOW &DOOR HEADERS w/TWO TRIMMER STUDS (T) & TWO KING STUDS (K) TYPICAL, U.N.O. ONLY ONE TRIMMER IS REQ'D @ OPENINGS <4'-0", TYP. TRIMMER & KING STUDS SHALL BE OF THE SAME SIZE, SPECIES, & GRADE AS THE SURROUNDING WALL FRAMING. #T INDICATES NUMBER OF TRIMMER STUDS REQUIRED. W INDICATES NUMBER OF KING STUDS REQUIRED. 5. STANDARD ADJUSTABLE PIPE COLUMNS GOOD FOR A MINIMUM WORKING LOAD OF 32.4 KIPS. KING STUD SCHEDULE COLUMN SCHEDULE TYPE SIZE CAP/BASE Ct (3)2x4 WA C2 (412x4 WA C3 (5)2x4 NIA C4 3 2x6 WA CS 4 2x6 WA C6 x6 NIA C] 3"STD.ADJ.DJ. STEEL PIPE° WA C8 4x4 LCE47JABA44Z C9 HSS5X5X1/4 NIA CIO HSS4X4XI/4 ECC006.62SDS2.5 NOTES: 1. COLUMNS SHOWN THUS ®ON PLAIN & NOT CALLED OUT TO BE DBL. 2X4 IF POST IS LOCATED IN 2x4 WALL FRAMING, DBL. 2x6 IF LOCATED IN 2x6 WALL FRAMING. 2. 0 INDICATES POST FROM ABOVE. CONTRACTOR TO ENSURE THAT POST BEARS DIRECTLY ATOP BEAM BELOW OR CONTINUE SAME POST THAT IS INDICATED IN UPPER FRAMING PLANS wl SQUASH BLOCKS BETWEEN FLOORS TO THE FOUNDATION, TYP. 3. RE: APPROPRIATE DETAILS FOR CAP B & BASE B BOLTING REQ'M. 4. SUPPORT ALL EXTERIOR WINDOW &DOOR HEADERS w/TWO TRIMMER STUDS (T) & TWO KING STUDS (K) TYPICAL, U.N.O. ONLY ONE TRIMMER IS REQ'D @ OPENINGS <4'-0", TYP. TRIMMER & KING STUDS SHALL BE OF THE SAME SIZE, SPECIES, & GRADE AS THE SURROUNDING WALL FRAMING. #T INDICATES NUMBER OF TRIMMER STUDS REQUIRED. W INDICATES NUMBER OF KING STUDS REQUIRED. 5. STANDARD ADJUSTABLE PIPE COLUMNS GOOD FOR A MINIMUM WORKING LOAD OF 32.4 KIPS. KING STUD SCHEDULE WALL HEIGHT 11'1 OPENING WIDTH 111 REQ'D. STUDS PI - P-0, w<3'-0' (1)2x6 (2)2x8 N/A 8'-Ox<w<fY-0' (3)2x6 12'-6"<w <1T8" (4)2x6 1 O'4E<h<12'4E P -p" <w <4'-0' (2) 2x6 4'-0"<w<6'-6' (3)2x6 6'-6"<w<9.6' (4)2x6 NOTES: 1. h= TOTAL STUDWALL HEIGHT, RE: ARCH. 2. w= ROUGH OPENING WIDTH, RE: ARCH. 3. KING STUDS SHALL BE THE SAME SIZE, SPECIES, & GRADE AS THE SURROUNDING WALL FRAMING. 4. @ ALL EXTERIOR WINDOW& DOOR LOCATIONS PROVIDE KING STUDS AS INDICATED ABOVE. 5. SPECIAL CALLOUTS INDICATED THUS: #T INDICATES NUMBER OF TRIMMER STUDS RED'D. #K INDICATES NUMBER OF KING STUDS REO'D. TAKE PRECEDENCE OVER THIS SCHEDULE. NOTES: 1. BEAMS& HEADERS SHOWN ON PLAIN & NOT DESIGNATED w/A MARK ARE TO BE (2) 2x6. INCREASE TO THREE PLY BEAMS & HEADERS INSIDE 2x6 WALL FRAMING, TYP. @ CONTRACTOR'S OPTION, A FULL DEPTH HEADER MAY BE INSTALLED DIRECTLY BENEATH THE DBL. TOP B. HEADER SIZE NOT TO BE LESS THAN INDICATED ON PLAN. 2. RE: COLUMN SCHEDULE FOR TRIMMER& KING STUD SCHEDULE FOR KING STUD REUM. 3. DASHED BEAM TYPES ARE DROPPED, TYPICAL. 4. SIDE LOADED MULTIPLE PLY BEAM CONNECTIONS: (2) PLY: NAIL w/ (3) ROWS 16d NAILS @ 12' o.c. (3) PLY: (2) ROWS SIMPSON SOW SCREWS @ 12' o.c., ONE SIDE. SCREW LENGTH SHALL BE 4-5/8" @ 2x MATERAIL & V'@ LVL MATERIAL. (4) PLY: (2) ROWS SIMPSON SDW SCREWS @ 12' o.c., ONE SIDE. SCREW LENGTH SHALL BE 63/8" @ 2x MATERAIL & 6-W4" @ LVL MATERIAL. KEYNOTE SCHEDULE -FRAMING BEAM SCHEDULE OPEN TO BELOW TYPE SIZE HANGER B1 (2)2x8 N/A B2 (2)2:10 NIA B3 (2)2x12 N/A Bd 3 2x8 N/A BS 3 2:10 NIA B6 x12 N/A B] (2)1-314"4' x x 9-1IT LVL NIA BB (3)1-314" x 9-11T LVL NIA B9 (2)1J4'x 11-7/8' LVL U414 B10 (3)1-3/A' x 11-7/8' LVL HHUS410 B11 (2)1-314"x 14" LVL U414 B12 (3)1-3/4" x 14" LVL N/A B13 (2)1-3/4" x 1W LVL N/A B14 (3)1-314" x 16" LVL NIA B15 (2)1-3/4" x 18" LVL N/A B16 (3)1-3/4" x 18" LVL N/A B17 (4)2x12 NIA B18 5-1/8'X141/2"GIB N/A NOTES: 1. BEAMS& HEADERS SHOWN ON PLAIN & NOT DESIGNATED w/A MARK ARE TO BE (2) 2x6. INCREASE TO THREE PLY BEAMS & HEADERS INSIDE 2x6 WALL FRAMING, TYP. @ CONTRACTOR'S OPTION, A FULL DEPTH HEADER MAY BE INSTALLED DIRECTLY BENEATH THE DBL. TOP B. HEADER SIZE NOT TO BE LESS THAN INDICATED ON PLAN. 2. RE: COLUMN SCHEDULE FOR TRIMMER& KING STUD SCHEDULE FOR KING STUD REUM. 3. DASHED BEAM TYPES ARE DROPPED, TYPICAL. 4. SIDE LOADED MULTIPLE PLY BEAM CONNECTIONS: (2) PLY: NAIL w/ (3) ROWS 16d NAILS @ 12' o.c. (3) PLY: (2) ROWS SIMPSON SOW SCREWS @ 12' o.c., ONE SIDE. SCREW LENGTH SHALL BE 4-5/8" @ 2x MATERAIL & V'@ LVL MATERIAL. (4) PLY: (2) ROWS SIMPSON SDW SCREWS @ 12' o.c., ONE SIDE. SCREW LENGTH SHALL BE 63/8" @ 2x MATERAIL & 6-W4" @ LVL MATERIAL. KEYNOTE SCHEDULE -FRAMING 1 OPEN TO BELOW 2 PROVIDE INVERTED HANGER( aj THIS LOCATION. 3 PROVIDE SIMPSON HUN16 CONCEALED FLANGE HANGER ®THIS LOCATION 4 SELF SUPPORTING STAIR AND STAIR LANDING BY OTHERS. 5 STAIRCASE BY OTHERS 6 PROVIDE SIMPSON HUNT CONCEALED FLANGE HANGER @ THIS LOCATION. ] PROVIDE SIMPSON 12.5A TIE FASTENING BEAM TO DBL TOP PL@THIS LOCATION. 8 FASTEN BEAM TO POST BELOW wl(2) SIMPSON HTS20 STRAPS. 9 HATCH INDICATES ROOF -TOP DECK ZONE DESIGNED FOR AN ADDITION 60 psf LIVE LOAD. 10 PROVIDE 1-3/4'x5-112" LVL KING STUDS @ THIS LOCATION. II PROVIDE FULL DEPTH BLOCKING BETWEEN JOISTS. FASTEN SHEATHING TO BLOCKING PER SHEAR WALL SCHEDULE BOUNDARY NAILING. FASTEN BLOCKING TO DOUBLE TOP PL PER SHEAR WALL SCHEDULE SOLE PL NAILING. 12 PROVIDE JOIST DIRECTLY ABOVE SHEAR WALL. FASTEN SHEATHING TO JOIST PER SHEAR WALL SCHEDULE BOUNDARY NAILING. FASTEN JOIST TO DOUBLE TOP PL PER SHEAR WALL SCHEDULE SOLE PL NAILING. 13 PROVIDE INVERTED SIMPSON HANGER TYP.@ ROOF RAFTERS TO STRUCTURAL FASCIA. 14 P.T. 2x LEDGER ATTACHED w/2 ROWS SDWS2240ODB SCREWS SPACED @12" o.c. RE NSD2.0 FOR MORE INFORMATION 15 PROVIDE SIMPSON HU2104 SKEWED HANGER wl MAX NAILING @THIS LOCATION. 16 PROVIDE SIMPSON LUS210-2Z HANGER @THIS LOCATION. 17 PROVIDE SIMPSON U210 -2Z SKEWED HANGER @THIS LOCATION. 18 PROVIDE SIMPSON HU2104Z @ THIS LOCATION. 19 PROVIDE SIMPSON LUS21 OJ @ THIS LOCATION. FASTEN TO LEDGER w/#10 x 1-112" SD CONNECTOR SCREWS. 20 PROVIDE OFFSET SIMPSON WP212-ZZ HANGER@ THIS LOCATION. SKEWED HANGER @ SIM. 21 PROVIDE OFFSET SIMPSON WP3.56 w/H=11.8]5@THIS LOCATION. 22 PROVIDE MIN 6'43" LAP SPLICE IN DBL TOP B. FASTEN PLIES AT SPLICE w12 ROWS OF 16d NAILS SPACED @8" o.c.. PROVIDE 18 NAILS ON EA. SIDE OF SPLICE FOR A TOTAL OF 36 NAILS. 23 SPIRAL STAIR BY OTHERS. 24 PROVIDE (2) SIMPSON H2.5T TIES @THIS LOCATION. 25 PROVIDEDBLTOP R CONTINUOUS AROUND CHIMNEY, NO LAP SPLICES ALLOWED. PROVIDE SIMPSON MSTC48 B3 PRE-BENT STRAP @ EA. TOP B. 26 STEEL PERGOLA BY OTHERS. 27 PROVIDE FULL DEPTH LSE BLOCKING BETWEEN ROOF JOISTS BELOW CHIMNEY WALL ABOVE. 28 FASTEN ROOF SHEATHING TO BEAM wIMIN. 1610d NAILS SPACED @ 6" o.c. 29 PROVIDE STEEL CAP Rl0x6x0'A" WELDED TO COLUMN w1311W FILLET WELD ALL AROUND. PROVIDE STEEL Btl4"x4xO'-8" ON EACH SIDE OF BEAM. WELD TO CAP B W/3116- FILLET WELD. FASTEN TO BEAM w/(3)1/2"0 THROUGH BOLTS SPACED @T MIN. & Z' MIN EDGE DISTANCE ALL SIDES. 30 PROVIDE 3 -PLY LSE RIM BOARD. 31 @ STEEL COLUMN FROM ABOVE, PROVIDE STEEL BASE 81174ff0 " WELDED TO STEEL COLUMN w/3/16' FILLET WELD ALL AROUND. SLOTH FLOOR SHEATHING AND PROVIDE STEEL B114"x4xOI ON EITHER SIDE OF 3 -PLY RIM. WELD TO BASE w/3/16' FILLET WELD. FASTEN TO RIM W/(3)1/2.0 THROUGH BOLTS SPACED @2" MIN. & 2" MIN EDGE DISTANCE ALL 32 PROVIDE SIMPSON U210 -3Z HANGER W/58.8 DEGREE SKEW@THIS LOCATION. 33 WELD POST CAP TO COLUMN WITH 3/16" FILLET WELD ALL AROUND. 34 SIMPSON TENSION TIE, RE:5/SD2.0 FOR ADDITIONAL INFORMATION. 35 PROVIDE SIMPSON THAI -2 HANGER W/MAX NAILING @THIS LOCATION. 36 PROVIDE SIMPSON CSIE STRAP w/END LENGTH =W. PROVIDE A MINIMUM OF NAILS INTO HEADER AND 8 NAILS INTO TRIMMER BELOW. 37 IPROVIDE SIMPSON HU0212-2 HANGER @ THIS LOCATION. ANCHOR ENGINEERING KW Q MLI II k 253517* Sveo Demer. Colorado W211 303-783-4797 Fax 303-830.9133 www.anclwmngxom JOB: O DESIGNER: RWT C) EG REVIEWER: Q DATE: N L.L C) O Lu U 0 U U) l42_••x1 VJ LLi J_ (Ij 2 i� L.1om_ N_ CV W >2 d z zz R A w z zz A rc JOB: #210745 DESIGNER: RWT DRAWN BY: EG REVIEWER: YMG DATE: 07123)2021 o82N2021 2 c D 0 CI 51.1 ROOF FRAMING PLAN i/4" =1'-0' NOTES: 1. RE: SO SHEETS FOR TYPICAL ROOF FRAMING NOTES. 2. RE: APPROPRIATE SCHEDULES FOR TRUSSES, BEAMS, & COLUMNS AS INDICATED BY R#. B# & C# CALLOUTS. FOR BEAMS & COLUMNS THAT ARE NOT CALLED OUT ON PLAN, RE: SCHEDULE NOTES, TYP. 3. RE: $0.1 FOR SHEAR WALL,HOEDOWN, STUD WALL, AND KING STUD SCHEDULES AS WELL AS SHEATHING REQUIREMENTS, TYP. 4. REFER TO ARCH. DRAWINGS FOR ROOF DRAIN LOCATIONS& TRUSS SLOPE INFORMATION. 5. RE: ARCH. FOR LOCATIONS WHERE FIRE -RATED SHEATHING IS REVD. 4'-0" B11 8 Ey D2 COLUMN SCHEDULE TYPE n n n (3)2x4 2T C2 2T 2T WA 2T � 2T 2K 2 2K 9 WA C5 (4)2x6 WA C6 (5)2x6 NIA C] B10 WA C8 4x4 LCE47JABA44Z C9 HSSSXSX1l4 NIA CIO HS X4XIA ECC006.62SDS2.5 HHUS410 B11 R2 U414 B12 (3)1-3Ax x 14" LVL N/A B13 (2)1-3/4" x 1W LVL N/A B14 (3)1-314" x 16" LVL NIA B15 (2)1-3/4" x 18' LVL JL B16 B12 N/A B17 (4)2x12 NIA B18 5-1/8'X19-1/2"GIB NIA PROVIDE&PLY LSE RIM BOARD. 31 @ STEEL COLUMN FROM ABOVE, PROVIDE STEEL BASE FVZ'x ff0 " WELDED TO STEEL COLUMN w/3/16' FILLET WELD ALL AROUND. SLOTH FLOOR SHEATHING AND PROVIDE STEEL IBI/4"%4%643' ON EITHER SIDE OF 3 -PLY RIM. WELD TO BASE w/3/16' FILLET WELD. FASTEN TO RIM w/(3)1/2.0 THROUGH BOLTS SPACED @2" MIN. & 2" MIN EDGE DISTANCE ALL 32 PROVIDE SIMPSON U210 -3Z HANGER w/58.8 DEGREE SKEW @THIS LOCATION. 33 WELD POST CAP TO COLUMN WITH 3/16' FILLET WELD ALL AROUND. 34 SIMPSON TENSION THE, RE:5/SD2D FOR ADDITIONAL INFORMATION. 35 PROVIDE SIMPSON THAI -2 HANGER W/MAX NAILING @THIS LOCATION. 36 PROVIDE SIMPSON CSIE STRAP w/END LENGTH =9". PROVIDE A MINIMUM OF NAILS INTO HEADER AND 8 NAILS INTO TRIMMER BELOW. 37 C 1 0 ;LOPE SLOPE :ARCH. RE: ARCH. II 611 a mlll 3 R2 LOW) RB (LOW) 2T 2K 2T 2K 2 ' I I 1 � 8111 8 Ey D2 NOTES: 1. COLUMNS SHOWN THUS ®ON PLAIN & NOT CALLED OUT TO BE DBL. 2X4 IF POST IS LOCATED IN 2x4 WALL FRAMING, DBL. AB IF LOCATED IN 2x6 WALL FRAMING. 2. 0 INDICATES POST FROM ABOVE. CONTRACTOR TO ENSURE THAT POST BEARS DIRECTLY ATOP BEAM BELOW OR CONTINUE SAME POST THAT IS INDICATED IN UPPER FRAMING PLANS wl SQUASH BLOCKS BETWEEN FLOORS TO THE FOUNDATION, TYP. 3. RE: APPROPRIATE DETAILS FOR CAP R & BASE E BOLTING REQ'M. 4. SUPPORT ALL EXTERIOR WINDOW &DOOR HEADERS wl TWO TRIMMER STUDS (T) & TWO KING STUDS (K) TYPICAL, U.N.O. ONLY ONE TRIMMER IS REQ'D @ OPENINGS <4'-0', TYP. TRIMMER & KING STUDS SHALL BE OF THE SAME SIZE, SPECIES, & GRADE AS THE SURROUNDING WALL FRAMING. #T INDICATES NUMBER OF TRIMMER STUDS REQUIRED. W INDICATES NUMBER OF KING STUDS REQUIRED. S. STANDARD ADJUSTABLE PIPE COLUMNS GOOD FOR A MINIMUM WORKING LOAD OF 32.4 KIPS. KING STUD SCHEDULE COLUMN SCHEDULE TYPE SIZE CAP/BASE CI (3)2x4 WA C2 (4)2x4 WA C3 (5)2x4 NIA C4 (3)2x6 WA C5 (4)2x6 WA C6 (5)2x6 NIA C] T STD. ADJ. STEEL PIPE° WA C8 4x4 LCE47JABA44Z C9 HSSSXSX1l4 NIA CIO HS X4XIA ECC006.62SDS2.5 NOTES: 1. COLUMNS SHOWN THUS ®ON PLAIN & NOT CALLED OUT TO BE DBL. 2X4 IF POST IS LOCATED IN 2x4 WALL FRAMING, DBL. AB IF LOCATED IN 2x6 WALL FRAMING. 2. 0 INDICATES POST FROM ABOVE. CONTRACTOR TO ENSURE THAT POST BEARS DIRECTLY ATOP BEAM BELOW OR CONTINUE SAME POST THAT IS INDICATED IN UPPER FRAMING PLANS wl SQUASH BLOCKS BETWEEN FLOORS TO THE FOUNDATION, TYP. 3. RE: APPROPRIATE DETAILS FOR CAP R & BASE E BOLTING REQ'M. 4. SUPPORT ALL EXTERIOR WINDOW &DOOR HEADERS wl TWO TRIMMER STUDS (T) & TWO KING STUDS (K) TYPICAL, U.N.O. ONLY ONE TRIMMER IS REQ'D @ OPENINGS <4'-0', TYP. TRIMMER & KING STUDS SHALL BE OF THE SAME SIZE, SPECIES, & GRADE AS THE SURROUNDING WALL FRAMING. #T INDICATES NUMBER OF TRIMMER STUDS REQUIRED. W INDICATES NUMBER OF KING STUDS REQUIRED. S. STANDARD ADJUSTABLE PIPE COLUMNS GOOD FOR A MINIMUM WORKING LOAD OF 32.4 KIPS. KING STUD SCHEDULE WALL HEIGHT OPENING WIDTH PI REO'D. STUDS IKI SIZE 0•-0•<w<Y-0" (1)2x6 T -0"<w<6-0" (2)29 8'-0'<w<12'-fi" (3)29 1 T-0'< w < 17'4E (4)29 10'-0"<h<12'-0" 6-0"<w<4'-0" (2)29 4'O'<w<6-6" (3)29 B5 (3)2:10 NOTES: 1. h= TOTAL STUDWALL HEIGHT, RE: ARCH. 2. w=ROUGH OPENING WIDTH, RE: ARCH. 3. KING STUDS SHALL BE THE SAME SIZE, SPECIES, & GRADE AS THE SURROUNDING WALL FRAMING. 4. @ALL EXTERIOR WINDOW& DOOR LOCATIONS PROVIDE KING STUDS AS INDICATED ABOVE. 5. SPECIAL CALLOUTS INDICATED THUS: #T INDICATES NUMBER OF TRIMMER STUDS READ. #K INDICATES NUMBER OF KING STUDS REQ'D. TAKE PRECEDENCE OVER THIS SCHEDULE. NOTES: 1. BEAMS& HEADERS SHOWN ON PLAIN & NOT DESIGNATED w/A MARK ARE TO BE (2) 2x6. INCREASE TO THREE PLY BEAMS & HEADERS INSIDE 2x6 WALL FRAMING, TYP. @ CONTRACTOR'S OPTION, A FULL DEPTH HEADER MAY BE INSTALLED DIRECTLY BENEATH THE DBL. TOP R. HEADER SIZE NOT TO BE LESS THAN INDICATED ON PLAN. 2. RE: COLUMN SCHEDULE FOR TRIMMER& KING STUD SCHEDULE FOR KING STUD REUM. 3. DASHED BEAM TYPES ARE DROPPED, TYPICAL. 4. SIDE LOADED MULTIPLE PLY BEAM CONNECTIONS: (2) PLY: NAIL w/ (3) ROWS 16d NAILS @ 12• o.c. (3) PLY: (2) ROWS SIMPSON SOW SCREWS @ 12' o.c., ONE SIDE. SCREW LENGTH SHALL BE 4-5/8" @ 2x MATERAIL & V'@ LVL MATERIAL. • (4)PLY. (2) ROWS SIMPSON SOW SCREWS @ 12' o.c., ONE SIDE. SCREW LENGTH SHALL BE 63/8" @ 2x MATERAIL & 63/4" @ LVL MATERIAL. KEYNOTE SCHEDULE -FRAMING BEAM SCHEDULE OPEN TO BELOW TYPE SIZE HANGER B1 (2)2x8 N/A B2 (2)2:10 NIA B3 (2)2x12 N/A B4 (3)2x8 N/A B5 (3)2:10 NIA B6 (3)2x12 N/A B] (2)1-314'x9-1IT LVL N/A BB (3)1-314' x 9-11T LVL NIA B9 (2)1J4'x 11-]/8'LVL U414 BID (3)1-3/4' x 11-]/8' LVL HHUS410 B11 (2)1-314"x 14" LVL U414 B12 (3)1-3Ax x 14" LVL N/A B13 (2)1-3/4" x 1W LVL N/A B14 (3)1-314" x 16" LVL NIA B15 (2)1-3/4" x 18' LVL N/A B16 (3)1-3/4" x 18' LVL N/A B17 (4)2x12 NIA B18 5-1/8'X19-1/2"GIB NIA NOTES: 1. BEAMS& HEADERS SHOWN ON PLAIN & NOT DESIGNATED w/A MARK ARE TO BE (2) 2x6. INCREASE TO THREE PLY BEAMS & HEADERS INSIDE 2x6 WALL FRAMING, TYP. @ CONTRACTOR'S OPTION, A FULL DEPTH HEADER MAY BE INSTALLED DIRECTLY BENEATH THE DBL. TOP R. HEADER SIZE NOT TO BE LESS THAN INDICATED ON PLAN. 2. RE: COLUMN SCHEDULE FOR TRIMMER& KING STUD SCHEDULE FOR KING STUD REUM. 3. DASHED BEAM TYPES ARE DROPPED, TYPICAL. 4. SIDE LOADED MULTIPLE PLY BEAM CONNECTIONS: (2) PLY: NAIL w/ (3) ROWS 16d NAILS @ 12• o.c. (3) PLY: (2) ROWS SIMPSON SOW SCREWS @ 12' o.c., ONE SIDE. SCREW LENGTH SHALL BE 4-5/8" @ 2x MATERAIL & V'@ LVL MATERIAL. • (4)PLY. (2) ROWS SIMPSON SOW SCREWS @ 12' o.c., ONE SIDE. SCREW LENGTH SHALL BE 63/8" @ 2x MATERAIL & 63/4" @ LVL MATERIAL. KEYNOTE SCHEDULE -FRAMING 1 OPEN TO BELOW 2 PROVIDE INVERTED HANGER( aj THIS LOCATION. 3 PROVIDE SIMPSON HUN16 CONCEALED FLANGE HANGER ®THIS LOCATION 4 SELF SUPPORTING STAIR AND STAIR LANDING BY OTHERS. 5 STAIRCASE BY OTHERS 6 PROVIDE SIMPSON HUC412 CONCEALED FLANGE HANGER @THIS LOCATION. ] PROVIDE SIMPSON 12SA TIE FASTENING BEAM TO DBL TOP PL@THIS LOCATION. 8 FASTEN BEAM TO POST BELOW wl(2) SIMPSON HTS20 STRAPS. 9 HATCH INDICATES ROOF -TOP DECK ZONE DESIGNED FOR AN ADDITION 60 psf LIVE LOAD. 10 PROVIDE 1-3/4'x5-112" LVL KING STUDS @ THIS LOCATION. II PROVIDE FULL DEPTH BLOCKING BETWEEN JOISTS. FASTEN SHEATHING TO BLOCKING PER SHEAR WALL SCHEDULE BOUNDARY NAILING. FASTEN BLOCKING TO DOUBLE TOP PL PER SHEAR WALL SCHEDULE SOLE PL NAILING. 12 PROVIDE JOIST DIRECTLY ABOVE SHEAR WALL. FASTEN SHEATHING TO JOIST PER SHEAR WALL SCHEDULE BOUNDARY NAILING. FASTEN JOIST TO DOUBLE TOP PL PER SHEAR WALL SCHEDULE SOLE PL NAILING. 13 PROVIDE INVERTED SIMPSON HANGER TYP.@ ROOF RAFTERS TO STRUCTURAL FASCIA. 14 P.T. 2x LEDGER ATTACHED w/2 ROWS SDWS22400DB SCREWS SPACED @12" o.c. RE:WSD2.0 FOR MORE INFORMATION 15 PROVIDE SIMPSON HU2104 SKEWED HANGER wl MAX NAILING ®THIS LOCATION. 16 PROVIDE SIMPSON LUS210-2Z HANGER @THIS LOCATION. 17 PROVIDE SIMPSON U210 -2Z SKEWED HANGER @THIS LOCATION. 18 PROVIDE SIMPSON HU2104Z @ THIS LOCATION. 19 PROVIDE SIMPSON LUS210J @ THIS LOCATION. FASTEN TO LEDGER w/#10 x 1-112" SD CONNECTOR SCREWS. 20 PROVIDE OFFSET SIMPSON WP212-ZZ HANGER@ THIS LOCATION. SKEWED HANGER @ SIM. 21 PROVIDE OFFSET SIMPSON WP3.56 w/H=11.8]5@THIS LOCATION. 22 PROVIDE MIN 6.43" LAP SPLICE IN DBL TOP P. FASTEN PLIES AT SPLICE W12 ROWS OF 16d NAILS SPACED @8' o.c.. PROVIDE 18 NAILS ON EA. SIDE OF SPLICE FOR A TOTAL OF 36 NAILS. 23 SPIRAL STAIR BY OTHERS. 24 PROVIDE (2) SIMPSON H2.5T TIES @THIS LOCATION. 25 PROVIDE DBL TOP If CONTINUOUS AROUND CHIMNEY, NO LAP SPLICES ALLOWED. PROVIDE SIMPSON MSTC48 B3 PRE-BENT STRAP @ EA. TOP R. 28 STEEL PERGOLA BY OTHERS. 27 PROVIDE FULL DEPTH LSE BLOCKING BETWEEN ROOF JOISTS BELOW CHIMNEY WALL ABOVE. 28 FASTEN ROOF SHEATHING TO BEAM wIMIN. 1610d NAILS SPACED @ 6" o.c. 29 PROVIDE STEEL CAP MI0x6x0'A" WELDED TO COLUMN w/311W FILLET WELD ALL AROUND. PROVIDE STEEL Wll4"x4x0'-8' ON EACH SIDE OF BEAM. WELD TO CAP R W/3116- FILLET WELD. FASTEN TO BEAM W/(3) 1/70 THROUGH BOLTS SPACED @T MIN. & Z' MIN EDGE DISTANCE ALL SIDES. 30 PROVIDE&PLY LSE RIM BOARD. 31 @ STEEL COLUMN FROM ABOVE, PROVIDE STEEL BASE FVZ'x ff0 " WELDED TO STEEL COLUMN w/3/16' FILLET WELD ALL AROUND. SLOTH FLOOR SHEATHING AND PROVIDE STEEL IBI/4"%4%643' ON EITHER SIDE OF 3 -PLY RIM. WELD TO BASE w/3/16' FILLET WELD. FASTEN TO RIM w/(3)1/2.0 THROUGH BOLTS SPACED @2" MIN. & 2" MIN EDGE DISTANCE ALL 32 PROVIDE SIMPSON U210 -3Z HANGER w/58.8 DEGREE SKEW @THIS LOCATION. 33 WELD POST CAP TO COLUMN WITH 3/16' FILLET WELD ALL AROUND. 34 SIMPSON TENSION THE, RE:5/SD2D FOR ADDITIONAL INFORMATION. 35 PROVIDE SIMPSON THAI -2 HANGER W/MAX NAILING @THIS LOCATION. 36 PROVIDE SIMPSON CSIE STRAP w/END LENGTH =9". PROVIDE A MINIMUM OF NAILS INTO HEADER AND 8 NAILS INTO TRIMMER BELOW. 37 IPROVIDE SIMPSON HU0212-2 HANGER @ THIS LOCATION. FLOOR & ROOF JOIST SCHEDULE O TYPE SIZE/SPACING HANGER (FACE MOUNT) HANGER (TOP FLANGE) Ji 11-718- TJI 210'5@16"o.c. OR 11-718- BCI 6000's@16-o.c. IUS2.01311 IN OR IUS2.31/11.88 I1 IN OR ITS2.37/11.88 J2 11-]/8' TJI 210'5 @ 12' o.c. OR 11-]/8' BCI 6000s @ 12' o.c. IUS2.06/11.88 OR IUS2.3]/11.88 ITS2.06/11.88 OR ITS2.3]I11.88 J3 P.T. 2x12 @ 16" o.c. LUS21OZ N/A J4 P.T. 2x8 @ 16' o.c. LUS28Z N/A Rl 14' TJI 360's @ 16' o.c. OR 14" BCI 6000'5 @ 16' o.c. IUS2.37I14 ITS2.3P14 14" TJI 360s @ 24" o.c. OR 14" BCI 6000's @ 24" o.c. IUS2.3]/14 ITS2.3D14 11-]/8' TJI 210's @ 24' o.c.OR 11-]l8" BCI 6000's @ 24' o.c. IUS2.06/1IN OR IUS2.31/11.88 IT52.08/ IN OR ITS2.3]/11.88 11-]/8' TJI 210'5 @ 16' o.c. OR 11-]/8' BCI 6000s @ 16' o.c. IUS2.06/11.88 OR IUS2.3]/11.88 ITS2A6/11.88 OR ITS2.3P1188 (2)11-]/8' TJI 210's @ 24' o.c. OR (2)11-]I8" BCI 6000's @ 24" o.c. E MIU4.28/1I OR MIU4.l5/1I MIT4.28I11.8 OR MIT3511.8&2 11-]/8- TJI 210'5 @ 19.2- o.c. OR 11-]/8- BCI 6000's @ 19.2- o.c. IUS2.06/1188OR IUS2.3]/11.88 IT52.08/ IN OR ITS2.3]I11.88(2)11-]/8'TJI 210's@16'o.c. OR(2)11-]/8'BCI 6000'5@16-o.c. MIU6.28111 OR MIU6)5/it MIT4.2801.8 OR MIT351 lK8&2 9-1/2x TJI 210'5 @ 24x o.c. OR 9-112" BCI 6000'5 Q 24- o.c. 1 US2.OW9.50RIUS2.3719.5 I ITS2.06/9.50RITS2.37/9.5 TURER'S RECOMMENDATIONS FOR BLOCKING, BRIDGING, & CANTILEVERED ENDS. T ANCHOR ENGINEERING KNQx 144,24++JK k 253517* Sveo Demer. Colorado W211 303-783-4797 Fax 303-830.9133 www.anclwmngxom JOB: O DESIGNER: RWT DRAWN BY: EG REVIEWER: YMG DATE: C) N0 L.L O J W U 0_ U U LLi J_ (Ij 2 Nom_ CV M LLQ 2 d 0. z R w z CD z w rc JOB: #210745 DESIGNER: RWT DRAWN BY: EG REVIEWER: YMG DATE: 07/23)2021 08124/2021 SCHEDULEFORREON. J, FLOOR JOISTS, RE: PLAN I IA' PROVIDE BLOCKING @ 32" O.C. BTWN. EDGE NAILING Q RIM JOIST & FIRST FRAMING MEMBER 1 1/8" OR 1 114' APA #4DOWELS XZ -6.6' STUD & SHEATHING REOiN. RATED RIM BOARD O DBL. 2x TOP R? CONT. (4'-0" LAP SPLICES MIN.) UD WALL, RE: PLANFOR RE: SCHED. (2) MS CONT. TOP 8 BOT. UD & SHEATHING REQiN. SECTION 3/4' = TOO' EDGE NAILING P.T. 2x SILL ff EDGE NAILING (Ij = DOWELS @ 16' o.c. (2) M5 CONT. TOP & BOT. EXTERIOR GRADE SLAB, RE: 1/2 VARIES, RE: CIVIL � ANCHOR BOLTS, RE: PLAN/ T.O.C. TPLAN, INSTALL INSTALLLING SHEAR WALL SCHEDULE RE: PLAN CONIC. SLAB, RE: PLAN ' z m 2 #4 HORIZ. @ 18" o.c. TYP. CO CONC. DRIVE, BTWN. TOP &BOT. REINF. RE: PLAN \\//\\ 45 VERTS@To.c. •1 1/2' ISOLATION JOINT T.O.SLAB rL •-'� 'r- A�VA��\ STALL RIIORTO 4 1�r4� \ NBACKFILLING OF WALL B.00TO ..•IL: \\\\/ DISTAN EBOFh/2 BELOW CATED A T.O. SLAB, WHERE h IS THE DISTANCE FROM si'.. THE T.O.C. TO THE T.O. SLAB M4 DOWELS x28LB7e ,.•',� @ 18" o.c., ALT. LEGS RE: SCHED. 1 SECTION W4'= TIFY' CONTRACTORTONOTEM5&M4MAT REINFORCING DIRECTONS CHANGE @ WALKOUTIGARDEN LEVEL WALLS, TYP. 2x SOLE R. RE: PLAN/SHEARWALL — SCHEDULEFORREO'M. EDGE NAILING EDGE NAILING EXTERIOR GRADE VARIES. RE: CIVIL MORN T.O. FTG. J, J, J I IA' �< RE: PLAN_ Q '- N L.L #4DOWELS XZ -6.6' STUD & SHEATHING REOiN. C) O @ 18" o.c., ALT. LEGS W RE: SCHED. (2) MS CONT. TOP 8 BOT. 2 SECTION 3/4' = TOO' STUD WALL, RE: PLANFOR STUD& SHEATH/NGRECM -FLOOR JOISTS, RE: PLAN PROVIDE BLOCKING @ 32" o.c. BTWN. -RIM JOIST & FIRST FRAMING MEMBER @ PARALLEL JOIST CONDITION DBL. 2x TOP T CONT. (4'-0" LAP SPLICES MIN.) -P.T. 2x SILL If (2) #5 CONT. TOP & BOT. ANCHOR BOLTS, RE. PLAN/ SHEAR WALL SCHEDULE M4 HORIZ. @ 18" o.c. TYP. BTWN. TOP & BOT. REINF. 45 VERTS @ W o.c. -1/2' ISOLATION JOINT T.O. SLAB rL RE: PLAN y CONIC. SLAB, RE: PLAN, —INSTALL PRIOR TO BACKFILLING OF WALL B.O.C. TO BE LOCATED A MIN. DISTANCE OF h2 BELOW T.O. SLAB, WHERE h IS THE DISTANCE FROM THE T.O.C. TO THE T.O. SLAB ANCHOR BOLTS, RE: PLAN/ STUD WALL, RE: PLANFOR SHEAR WALL SCHEDULE STUD& SHEA THING REO'44 EXTERIOR CONT. P.T. 2x SILL R: STUD WALL, RE: PLANFOR P.T. 2x SILL R CONCRETE STUD &SHEATHING REpiN. SUB @ SIM (2) M5 CONT. TOP & BOT. 1/2' ISOLATION JOINT EDGE NAILING EXTERIOR GRADE m CONC. SLAB, RE: PLAN, VARIES, RE: CIVIL CONIC. SLAB, RE: PLAN 1/2"ISOLATION JOINT w INSTALL PRIOR TO T.O.C. > BACKFILLING OF WALL T.O.C. T.O. SLAB LA RE: PN RE: PLAN RE: PLAN T.O. SLABm\� \ RE: PLAN EXTERIOR �A - ° m AVAAA77; I „ AAA (2) it6 CONT. TOP & BOT. CONT. SLAB \\ il2" ISOLATION JOINT z pw w EF .I�'4, ANCHOR BOLTS, RE: PLAN/ z u O i SHEAR WALL SCHEDULE #4 HORIZ. @18'o.c. TYP. w U L;: BTWN. TOP &SOT. REINF. rc 1 #5 VERTS@6"o.0. i I ROUGHEN SURFACE T.O. FTG. M4 DOWELS x FULL HEIGHTI •�1, B.O.C. TO BE LOCATED A MIN. RE: PLAN @ 18" o.c., ALT. LEGS t; DISTANCE OF W BELOW T.O. EXT. ° ? T.O. FTG. SLAB, WHERE h IS THE DISTANCE j- ( FOOTING = L FND. WALL RE: PLAN FROM THE T.O.C. TO THE T.O. EXT. RE: SCHED. #4 DOWELS x24i elk SLAB: @ 18" o.c., ALT. LEGS RE: SCHED. i 5 SECTION 3/4" =1'-0" 9 SECTION 3/4' =1'-0" AN 6 SECTION 3/4" =1'-0" (3) 518" x 33' H.A.S. EMBED B. RE: PLAN 10 SECTION 3/4' =1'-0" 3 SECTION 3/4' = I'4E T.O. DECK RE: ARCH CONT. 2x NAILER R, ATTACH TO STEEL BEAM w/ (2) ROWS OF P.A.F. @ 16' o.c., STAGGERED CONTRACTOR TO PROVIDE POSITIVE CONNECTION FROM B.O. STEEL BEAM TO COLUMN CAP R (NOT SHOWN) (2)11TO GALVANIZED EXPANSION BOLTS w/ S" EMBED. T.O. SLAB RE: PLAN y TJI BLOCKING PANELS FLOOR SHEATHING, RE: PLAN / FLOOR JOISTS, RE: PLAN \FOR SIZE ORIENTATION STEEL BEAM, RE: PLAN FOR SIZE STEEL COLUMN, RE: PLAN, ON V NON -SHRINK GROUT 1/2" ISOLATION JOINTS CONC SLAB, RE: PLAN, INSTALL PRIOR TO BACKFILLING OF WALL T.O. FTG. Pit f ti RE: PLAN IV REPLANFORSIZE&REINF. ., BASE R 7 SECTION 314" =1'-0° 4 SECTION 3l4'=1'0' FLOOR FRAMING (NOT SHOWN) RE: PIAN 8 APPROPRIATE SECTIONS T.O.C. RE: PLAN 1: (2) 9 FULL HT. VERT. BAR CENTERED N G' APART CENTERED COVER COFROMEXTE IDRWITFACE FROM EXTERIOR FACE OF WALL. � '•IH� 4'-8• WTHICK I I •I°1� COUNTERFORT WALL IIT------�— 4 p4 VERT .@10" — ---r— O.C.MAX.wISTD IL --- ---I — I HOOK.L FTG.. (ALT. LEGS) (3) I FULL HT. I I VERT@END OF II C.F. WALL w/STD el HOOK @FTG I` ---I I 1.A (4) M5 LONGITUDINAL — 1 — BAR EOUAL SPACED, MID DEPTH OF FTG, 9 TRANSVERS BAR @ 1E o.c. MAX LOCATE A TRANS. BAR INSIDE OF HOOKED BAR @ END OF C.F. AS SHOWN `vd heat O Q� UFk� V644 N /Ing Vol O 8 SECTION 314"=1'-0' (2) M5 CONT. TOP & BOT GRADE BEAM RE: PLAN N VERT. @ 18" o.c. M5 HORIZ. @ 18" o.c. TYP. BTWN, T&B REINF. COUNTERFORT HOOK BAR �C9y 4J' _(2)#6X = w w � o ONE EACH FACE 2' MAX. CIN.@ HOOK, TYP. MS HORIZ w/ STD. HOOK AROUND EACH FDN. WALL HORIZ. BAR 18'o.c. MAX., TYP. U.N.O. b (2) M5x" ONE EACH FACE. HOOK IV LEG AROUND WALL BOT BAR, NP. FND. FOOTING, RE: SCHEDULE FOR SIZE & REINF. ANCHOR ENGINEERING MQ IAl144,24+wIK k 25351]* Street Denier. Colorado W211 303-783-4797 Fax 303-830.9133 ` www.ancH mrgcom J O STUD WALL, RE: PLANFOR P.T. 2x SILL R Q N L.L STUD & SHEATHING REOiN. C) O W O (2) MS CONT. TOP 8 BOT. 0_lM2••x1 U M4x1L SMOOTH EDGE NAILING J (Ij = DOWELS @ 16' o.c. EXTERIOR GRADE SLAB, RE: 1/2 IONJOINTA � VARIES, RE: CIVIL w w TPLAN, INSTALL INSTALLLING CONIC. SLAB, RE: PLAN T.O.C. 2 BACKFILLING OF WALL OF CO CONC. DRIVE, SLOPE RE: PLAN RE: ARCH C w w T.O. SLAB z CD 1I8"LFT. MIN. w rc LIES RE: PLAN CIVIL _ °\\ m \\ \\ \ 112"ISOLATION JOINT O z ,'; �1_ (2) M5 CONT. TOPS BOT. �" #4 HORIZ. @18"o.c. TYP. BTWN. TOP &BOT. REINF. 0 w 1`. 1N' u w vv°O z I #5 VERT$@6 0 �'.,, ROUGHEN SURFACE 14 Fy. i .FTG. E w M4 DOWELS FULL HEIGHT B' _4 -. PLAN x @ 18' o.c., ALT. LEGS +`�•; B.O.C. TO BE LOCATED A MIN. DISTANCE OF N2 BELOW T.O. C FOOTING = Q FND. WALL T.O. FTG. GRADE, WHERE h IS THE DISTANCE RE: PLAN FROM THE T.O.C. TO THE T.O. IRE•SCHED. I 4� I 1 _ M4 DOWELS x 2'G"L" GRADE @ 18' o.c, ALT. LEGS RE: SCHED. 3 SECTION 3/4' = I'4E T.O. DECK RE: ARCH CONT. 2x NAILER R, ATTACH TO STEEL BEAM w/ (2) ROWS OF P.A.F. @ 16' o.c., STAGGERED CONTRACTOR TO PROVIDE POSITIVE CONNECTION FROM B.O. STEEL BEAM TO COLUMN CAP R (NOT SHOWN) (2)11TO GALVANIZED EXPANSION BOLTS w/ S" EMBED. T.O. SLAB RE: PLAN y TJI BLOCKING PANELS FLOOR SHEATHING, RE: PLAN / FLOOR JOISTS, RE: PLAN \FOR SIZE ORIENTATION STEEL BEAM, RE: PLAN FOR SIZE STEEL COLUMN, RE: PLAN, ON V NON -SHRINK GROUT 1/2" ISOLATION JOINTS CONC SLAB, RE: PLAN, INSTALL PRIOR TO BACKFILLING OF WALL T.O. FTG. Pit f ti RE: PLAN IV REPLANFORSIZE&REINF. ., BASE R 7 SECTION 314" =1'-0° 4 SECTION 3l4'=1'0' FLOOR FRAMING (NOT SHOWN) RE: PIAN 8 APPROPRIATE SECTIONS T.O.C. RE: PLAN 1: (2) 9 FULL HT. VERT. BAR CENTERED N G' APART CENTERED COVER COFROMEXTE IDRWITFACE FROM EXTERIOR FACE OF WALL. � '•IH� 4'-8• WTHICK I I •I°1� COUNTERFORT WALL IIT------�— 4 p4 VERT .@10" — ---r— O.C.MAX.wISTD IL --- ---I — I HOOK.L FTG.. (ALT. LEGS) (3) I FULL HT. I I VERT@END OF II C.F. WALL w/STD el HOOK @FTG I` ---I I 1.A (4) M5 LONGITUDINAL — 1 — BAR EOUAL SPACED, MID DEPTH OF FTG, 9 TRANSVERS BAR @ 1E o.c. MAX LOCATE A TRANS. BAR INSIDE OF HOOKED BAR @ END OF C.F. AS SHOWN `vd heat O Q� UFk� V644 N /Ing Vol O 8 SECTION 314"=1'-0' (2) M5 CONT. TOP & BOT GRADE BEAM RE: PLAN N VERT. @ 18" o.c. M5 HORIZ. @ 18" o.c. TYP. BTWN, T&B REINF. COUNTERFORT HOOK BAR �C9y 4J' _(2)#6X = w w � o ONE EACH FACE 2' MAX. CIN.@ HOOK, TYP. MS HORIZ w/ STD. HOOK AROUND EACH FDN. WALL HORIZ. BAR 18'o.c. MAX., TYP. U.N.O. b (2) M5x" ONE EACH FACE. HOOK IV LEG AROUND WALL BOT BAR, NP. FND. FOOTING, RE: SCHEDULE FOR SIZE & REINF. ANCHOR ENGINEERING MQ IAl144,24+wIK k 25351]* Street Denier. Colorado W211 303-783-4797 Fax 303-830.9133 ` www.ancH mrgcom J JOB: M210745� DESIGNER: RWT DRAWN BY: EG REVIEWER: YMG DATE: 07/23Q021 )8124/2021 O 0 Q N L.L C) O W O 0_lM2••x1 U U) VJ LLi J (Ij = oo_ N � W 2 0. 2 C w w z CD w rc JOB: M210745� DESIGNER: RWT DRAWN BY: EG REVIEWER: YMG DATE: 07/23Q021 )8124/2021 I SECTION RIGID INSULATION TO BE INSTALLED SPLICE CONT. 2x TIE BTWN. FLOOR JOIST, RE: PLAN 316"= T-0' REVIEWER: 314" =1'-0' ABOVE ROOF SHEATHING. RE: ARCH PARAPET STUDS. CENTER SPLICE 2x6 PARAPET STUDS NOTCHED pO DBL. 2x TOP R CONT. ON 2x. PROVIDE (4)10d NAILS EA (4'-0" LAP SPLICES MIN.) 1.1/4" TO FIT SNUG AGAINST LSL W WALL BELOW BOUNDARY NAILING, RE: PLAN SIDE OF SPLICE (NOT SHOWN DBL. 2x BLOCKING @EA. DTTlZ RIM BOARD @ EA. JOIST SIMPSON ANCHOR FULL WIDTH OF STUD BAY w/ STRUCTURAL ROOF SHEATHING, RE: PIAN T.O. PARAPET (3) Bd NAILS FROM STUD TO END OF SIMPSON H2.5T ANCHOR 2 BLOCKING, EA. SIDE, EA. PLV, [(6) 8d INTO DECK JOIST, FASTEN TO BLOCKING w/ i RE: ARCH NAILS E.F.I EA. JOIST, TYP. CV FULL DEPTH LSL BLOCKING w CONT. 2x TIE @ TOP OF / STUD & SHEATHING REQ'M. TOENAILS PER SHEAR WALL STUD, PROVIDE (2) l6d 1Il2" 11/4' ROOF SHEATHING, RE: PLAN APPLICABLE, RE: PLAN SCHEDULE FOR SOLE R NAILING A NAILS EA. STUD d 2 314"=T-0' OF WALL BELOW C A W RE: ARCH. FOR G w FASCIA S SOFFR BOUNDARY NAILING, IN DETAILS RE: PLAN 1-114' TIMBERSTRAI DOUBLE a BLOCKING LSL RIM BOARD BTWN. STUDS 10d NAILS @ 6" o.c. TYP. FLOOR JOIST, RE: PLAN BOUNDARY NAILING, ROOF JOIST, RE: PLAN FROM BLOCKING TO B FOR SIZE& ORIENTATION RE: PLAN FOR SIZE & ORIENTATION SIMPSON H2.5T HURRICANE TIE BALLOON FRAME STUD WALL, (4)1/4.0 x 3-1/2' SIMPSON SDS SCREWS AS SHOWN, VARIES, RE: ARCH. RE: PLAN FOR STUD 8 (2) TOP & BOT. DBL. 2x TOP R CONT. SHEATHING REQ'*. (4'-0' LAP SPLICES MIN.) DBL. 2x TOP R CONT. WOOD HEADER WHERE (4'-0" LAP SPLICES MIN.) STUD WALL, RE. PLAN FOR APPLICABLE, RE: PLAN STUD & SHEATHING REQ'M. WOOD HEADER WHERE BRICK VENEER, APPLICABLE, RE: PLAN RE -ARCH I SECTION 2 SECTION FLOOR JOIST, RE: PLAN 316"= T-0' REVIEWER: 314" =1'-0' STUD WALL, RE: PL NFOR STUD & SHEATHING REQ'M. i 2x SOLE R FASTENED TO RIM BOARD rcUrc BELOW PER SHEAR WALL SCHEDULE iIMPSON JOIST 6 I GER, RE: PLAN ua' 1/8"OR 1 f/4"APARATED RIM BOARD REAR D FOR FLOOR SHEATHING, RE: PLAN SPLICE CONT. 2x TIE BTWN. PARAPET STUDS. CENTER SPLICE ON 2x. PROVIDE (4)10d NAILS EA. SIDE OF SPLICE (NOT SHOWN T.O. PARAPET i RE: ARCH XCONT. 2x TIE @TOP OF STUD, PROVIDE (2) l6d rc NAILS EA. STUD BOUNDARY NAILING, RE: PLAN DOUBLE 2x BLOCKING STWN. STUDS BLOCKING BTWN. STUDS BALLOON FRAME STUD WALL, RE: PLAN FOR STUD & SHEATHING REQ'M. WOOD HEADER WHERE APPLICABLE. RE: PLAN BRICK VENEER, REARCH 2x6 PARAPET STUDS NOTCHED 1-1/4" TO FIT SNUG AGAINST LSL RIM BOARD @ EA. JOIST (2) SIMPSON H2.5T ANCHOR EA. JOIST, TYR. ROOF SHEATHING, RE: PLAN LEDGER FLOOR JOIST, RE: PLAN FOR SIZE & ORIENTATION (4)1/4.0 x 4' SIMPSON SOWS TIMBER SCREWS AS SHOWN EA, STUD DBL. 2x TOP R CONT. (4'-0' LAP SPLICES MIN.) 6 SECTION 314"=1'-0' RIGID INSULATION TO BE INSTALLED ABOVE ROOF SHEATHING. RE: ARCH BOUNDARY NAILING, RE: PLAN STRUCTURAL ROOF SHEATHING, RE: PLAN FULL DEPTH LSL BLOCKING TOENAILS PER SHEAR WALL SCHEDULE FOR SOLE II! NAILING /OF WALL BELOW DETAILS BOUNDARY NA RE: VARIES, RE: STUD WALL, RE: PLAN FOR STUD &- SHFATHING REQ'M. ROOF JOIST, RE: PLAN FOR SIZE AND ORIENTATION SIMPSON REST 3 SECTION 316"=T-0' TIE 2x TOP R CONT. LAP SPLICES MIN.) OF FLOOR SHEAT RE: 2x NAILER R, FASTEN TO BEAM w/ MIN. 0.145.0 P.A.F. @ 18" o.c. (2 ROWS) FLOOR SHEAT RE: BLOCKING BTWN. EA. FLOOR JOIST, TYP. OVER BEAMS FLOOR JOIST, RE: PLAN STEEL BEAM, RE: PLAN FLOOR JOIST, RE: PLAN JDARV NAILING, A1111111L LAN I WALL, RE: PLAN FOR SOLID BLOCKING FASTENED TO STEEL SIMPSON HANGER (EA. SIDE), I& SHEATHING REQ'M. BEAM w/(2)ROWS OF 1/2'O THREADED RE: PLAN STUDS OR THRU-BOLTS @ 24" o.c. MAX. 2x TOP R CONT. (4'-0" RIGID INSULATION TO BE INSTALLED ABOVE ROOF SHEATHING. RE: ARCH BOUNDARY NAILING, RE: PLAN STRUCTURAL ROOF SHEATHING, RE: PLAN FULL DEPTH LSL BLOCKING TOENAILS PER SHEAR WALL SCHEDULE FOR SOLE R NAILING RE: ARCH. FOR �OF WALL BELOW FASCIA& SOFFIT RE: ARCH. FOR FASCIA & SOFFR DETAILS ` BOUNDARY NAILING, \ RE: PLAN \ STUD WALL, RE: PLAN VARIES, RE: ARCH. FOR STUD & SHEATHING REQ'M. STRUCTURAL R00 SHEATHING, RE: PLAN ROOF JOIST, RE: PLAN FOR SIZE AND ORIENTATION FULL DEPTH BLOCKING @ 32" o.c. @ FIRST (2) BAYS 1-1/B"OR L 1/4"APA RATED RIM BOARD 7 SECTION 314"=T-0' F JOIST, RE: PLAN SIZE & ORIENTATION SON H2.5T HURRICANE TIE 2x TOP R CONT. LAP SPLICES MIN.) FOR SOLE R NAILING OF WALL BELOW BOUNDARY NAILING, 2x TOP R CONT. (4'-0' SPLICES MIN.) STUD WALL, RE: PLAN FOR STUD & SHEATHING REQ'M. STRUCTURAL ROOF_ SHEATHING, RE: PLAN BOUNDARY NAILING DBL. 2x TOP R CONT. (4'-0' LAP SPLICES MIN.) SHEATHING REQ'M. ROOF JOIST, RE: PLAN FOR SIZE AND ORIENTATION 4 SECTION 314' = T-0" RIGID INSULATION TO BE INSTALLED ABOVE ROOF SHEATHING. RE: ARCH BOUNDARY NAILING, RE: PLAN STRUCTURAL ROOF SHEATHING, RE: PLAN FULL DEPTH LSL BLOCKING TOENAILS PER SHEAR WALL SCHEDULE FOR SOLE R NAILING llml�llx',� \ ROOF JOIST, RE: PLAN RE: PLAN FOR SIZE & ORIENTATION FLOOR JOIST, RE: PLAN EG REVIEWER: FOR SIZE& ORIENTATION WOOD BEAM, DBL. 2x TOP LI CONT. RE: PLAN pO DBL. 2x TOP R CONT. PER SHEAR WALL SCHEDULE (4'-0" LAP SPLICES MIN.) 2x LEDGER TO MATCH DECK FRAMING, RE: W WALL BELOW PLAN FOR CONNECTION, MAINTAIN MIN. BOUNDARY NAILING, DBL. 2x BLOCKING @EA. DTTlZ EDGE DISTANCES AS INDICATED SIMPSON ANCHOR FULL WIDTH OF STUD BAY w/ GER, RE: J (3) Bd NAILS FROM STUD TO END OF SIMPSON DTT1Z w/ (8) 0.148 x 1-112" NAILS 2 BLOCKING, EA. SIDE, EA. PLV, [(6) 8d INTO DECK JOIST, FASTEN TO BLOCKING w/ FASTEN TO BEAM w/ (3) ROWS NAILS E.F.I SIMPSON SDWH TIMBER SCREW wl 3- MIN. CV THREAD PENETRATION STUD WALL, RE: PLANFOR STUD & SHEATHING REQ'M. WOOD HEADER WHERE APPLICABLE, RE: PLAN 5 SECTION d 2 314"=T-0' SPLICE CONT. 2x TIE BTWN. PARAPET STUDS. CENTER SPLICE ON 2x. PROVIDE (4)10d NAILS EA. SIDE OF SPLICE (NOT SHOWN T.O. PARAPET i RE: ARCH XCONT. 2x TIE @TOP OF STUD, PROVIDE (2) l6d rc NAILS EA. STUD BOUNDARY NAILING, RE: PLAN DOUBLE 2x BLOCKING STWN. STUDS BLOCKING BTWN. STUDS BALLOON FRAME STUD WALL, RE: PLAN FOR STUD & SHEATHING REQ'M. WOOD HEADER WHERE APPLICABLE. RE: PLAN BRICK VENEER, REARCH 2x6 PARAPET STUDS NOTCHED 1-1/4" TO FIT SNUG AGAINST LSL RIM BOARD @ EA. JOIST (2) SIMPSON H2.5T ANCHOR EA. JOIST, TYR. ROOF SHEATHING, RE: PLAN LEDGER FLOOR JOIST, RE: PLAN FOR SIZE & ORIENTATION (4)1/4.0 x 4' SIMPSON SOWS TIMBER SCREWS AS SHOWN EA, STUD DBL. 2x TOP R CONT. (4'-0' LAP SPLICES MIN.) 6 SECTION 314"=1'-0' RIGID INSULATION TO BE INSTALLED ABOVE ROOF SHEATHING. RE: ARCH BOUNDARY NAILING, RE: PLAN STRUCTURAL ROOF SHEATHING, RE: PLAN FULL DEPTH LSL BLOCKING TOENAILS PER SHEAR WALL SCHEDULE FOR SOLE II! NAILING /OF WALL BELOW DETAILS BOUNDARY NA RE: VARIES, RE: STUD WALL, RE: PLAN FOR STUD &- SHFATHING REQ'M. ROOF JOIST, RE: PLAN FOR SIZE AND ORIENTATION SIMPSON REST 3 SECTION 316"=T-0' TIE 2x TOP R CONT. LAP SPLICES MIN.) OF FLOOR SHEAT RE: 2x NAILER R, FASTEN TO BEAM w/ MIN. 0.145.0 P.A.F. @ 18" o.c. (2 ROWS) FLOOR SHEAT RE: BLOCKING BTWN. EA. FLOOR JOIST, TYP. OVER BEAMS FLOOR JOIST, RE: PLAN STEEL BEAM, RE: PLAN FLOOR JOIST, RE: PLAN JDARV NAILING, A1111111L LAN I WALL, RE: PLAN FOR SOLID BLOCKING FASTENED TO STEEL SIMPSON HANGER (EA. SIDE), I& SHEATHING REQ'M. BEAM w/(2)ROWS OF 1/2'O THREADED RE: PLAN STUDS OR THRU-BOLTS @ 24" o.c. MAX. 2x TOP R CONT. (4'-0" RIGID INSULATION TO BE INSTALLED ABOVE ROOF SHEATHING. RE: ARCH BOUNDARY NAILING, RE: PLAN STRUCTURAL ROOF SHEATHING, RE: PLAN FULL DEPTH LSL BLOCKING TOENAILS PER SHEAR WALL SCHEDULE FOR SOLE R NAILING RE: ARCH. FOR �OF WALL BELOW FASCIA& SOFFIT RE: ARCH. FOR FASCIA & SOFFR DETAILS ` BOUNDARY NAILING, \ RE: PLAN \ STUD WALL, RE: PLAN VARIES, RE: ARCH. FOR STUD & SHEATHING REQ'M. STRUCTURAL R00 SHEATHING, RE: PLAN ROOF JOIST, RE: PLAN FOR SIZE AND ORIENTATION FULL DEPTH BLOCKING @ 32" o.c. @ FIRST (2) BAYS 1-1/B"OR L 1/4"APA RATED RIM BOARD 7 SECTION 314"=T-0' F JOIST, RE: PLAN SIZE & ORIENTATION SON H2.5T HURRICANE TIE 2x TOP R CONT. LAP SPLICES MIN.) FOR SOLE R NAILING OF WALL BELOW BOUNDARY NAILING, 2x TOP R CONT. (4'-0' SPLICES MIN.) STUD WALL, RE: PLAN FOR STUD & SHEATHING REQ'M. STRUCTURAL ROOF_ SHEATHING, RE: PLAN BOUNDARY NAILING DBL. 2x TOP R CONT. (4'-0' LAP SPLICES MIN.) SHEATHING REQ'M. ROOF JOIST, RE: PLAN FOR SIZE AND ORIENTATION 4 SECTION 314' = T-0" RIGID INSULATION TO BE INSTALLED ABOVE ROOF SHEATHING. RE: ARCH BOUNDARY NAILING, RE: PLAN STRUCTURAL ROOF SHEATHING, RE: PLAN FULL DEPTH LSL BLOCKING TOENAILS PER SHEAR WALL SCHEDULE FOR SOLE R NAILING llml�llx',� \ ROOF JOIST, RE: PLAN RE: PLAN FOR SIZE & ORIENTATION RE: ARCH. EG REVIEWER: SIMPSON H2.5T HURRICANE TIE DATE: DBL. 2x TOP LI CONT. (4'-0' LAP SPLICES MIN.) pO 2x SOLE R, RE: PLAN, NAIL PER SHEAR WALL SCHEDULE FOR SOLE R NAILING OF W WALL BELOW BOUNDARY NAILING, U RE: PLAN SIMPSON WOOD BEAM, RE: PLAN GER, RE: J PUN FULL DEPTH 2x BLOCKING 2 BETWEEN ROOF JOISTS. FASTEN TO BEAM w/ (3) ROWS Nom_ L 1_ l6d NAILS SPACED 8" o.C., (6) 8 SECTION 3'4' =1'-0' 0 `%N heat Ing Vol U amu. N 0 ANCHOR ENGINEERING MQ I 144,24++JK k 253517* Sveo Demer. Colorado W211 303-783-4797 Fax 303-830.9133 ` w .ancl mn9.com J JOB: O DESIGNER: RWT 0 EG REVIEWER: Q DATE: 07/23/2021 pO W O 0 U U LLi J (Ij 2 In,cxxj Nom_ L 1_ CV W 2 d 2 0. C A W G w JOB: p 10745 DESIGNER: RWT DRAWN BY: EG REVIEWER: VMG DATE: 07/23/2021 08124/2021 G c ) 0 SD2.0 D, W heat U RW %o c m��Ang DSS Backwater Valves P3008.1: Sewag Where the flood level rims of plumt below the elevation of the manhole upstream manhole in the public se) shall be protected by a back water the building drain, branch of the bu horizontal branch serving such fixtL fixtures having flood level rims abo' of the manhole cover of the next of in the public sewer shall not discha backwater valve. �WAM AND VENT ISOAIE RC na ARCHITECTURAL PLANS u FOR CONTINUATION v .. GAS METER METER AND SERVICE BY OTHERS TOTAL MBH INPUT =503 TOTAL CFH =605 SPECIFIC GRAVITY 0.00 0.5" PRESSURE DROP 100EQUIVALENT LENGTH REFER TO GAS TABLE TABLE 402.4(2) FROM 2018 IGC INSTANTANEOUS WATER HEATER (199MBH) / (240CFH) M FURNACE (GOMBH) (72CFH) III III E41�47 RANGE (124MBH) U49CFH) GRILLE (60MBH) OKFH) FIRE PLACE (WMBH) (72CFH) PREPARE SHOP DRAWINGS OF ALL NEW WORK (INCLUDING SLEEVE LOCATIONS) TO VERIFY LOCATIONS AND COORDINATE WORK BETWEEN TRADES PRIOR TO INSTALLATION. L ALL DRAIN GRATES,CLEAN-0UT COVERS, AND OTHER FINISHED EXPOSED COMPONENTS SHALL BE PROTECTED FROM DAMAGE. DAMAGED COMPONENTS SHALL BE REPLACED BY CONTRACTOR AT NO ADDITIONAL COST TO THE CONTRACT. I. COORDINATE ROUnNGOFALL PLUMBING PIPING BELOW SLAB WITH STRUCTURAL GRADE BEAMS, TIE BEAMS, ETC. ALLOW FOR REROUTING OF PIPING AS REQUIRED. L PIPING ROUTING ON DRAWINGS IS GENERALLY DIAGRAMMATIC WRH EFFORTS MADE DURING DESIGN TO AVOID STRUCTURAL CONFLICTS. CONTRACTOR SHALL COORDINATE ROUTING OF ALL PIPING THROUGH BUILDING WITH STRUCTURAL CONDITIONS. CONTRACTOR COORDINATION DRAWINGS SHALL REFLECT ALL PIPE ROUTING AND PIPING THAT MAY HAVE TO BE SHIFTED AND/OR MOVED TO AVOID CONFLICTS. SHIFTED OR MOVED PIPING SHALL REFLECT NO ADDITIONAL COST TO THE PROJECT i. ALL HORIZONTAL SANITARY PIPING 3"AND SMALLER WHETHER BELOW OR ABOVE GRADE SHALL SLOPE AT 11W7FT SLOPE. ALL PIPING C AND LARGER SHALL SLOPE AT 1I89FT. SLOPE UNLESS OTHERWISE NOTED. I. IN ADDITION TO THE CLEAN-OUT LOCATIONS SHOWN ON DRAWINGS, CLEANOUTS SHALL BE PROVIDED PROVIDED ADDITIONAL CLEANOUTS SHALL BE PROVIDED AS FOLLOWS: 6.1. EACH RUN OF PIPING WHICH IS MORE THAN 75 FEET IN LENGTH OR FRACTION THEREOF. 82, HORIZONTAL LINES 5 FEET OR GREATER. 6.3. HORIZONTAL LINES FOR EACH AGGREGATE CHANGE OF DIRECTION EXCEEDING 135 DEGREES. 6.4. AT THE BASE OF ALL SANITARY RISERS. ALL VERTICAL CLEANOUTS SHALL BE SIZED TO ACCOMMODATE THE LARGEST PIPE ON THAT BRANCH LINE, BUT NEVER LARGER THAN 4'. CODES AND DESIGN CRITERIA: JURISDICTION: WHEAT RIDGE, CO PLUMBING CODE: 2018 IRC BUILDINGTYPE: RESIDENTIAL TOTAL SANITARY WASTE LOAD: 34 DRU Hot water pipe insulation shall comply with code section N1103.4.2. v ROUTE STEAM GENERATOR DRAIN TO SHOWER TAILPIECE WITH APPROVED AIR GAP NKLOK GROUP BOX 914 GOLDEINI 80402 Phone: 720-399-2410 KG@KLOKGROUP.COM ^, �✓ U � 0 U) W LA N Q co Lu O p U Cn W J (r5 J p _ N ~ N M W DRAWNBY. MW CHECI(EDV. LR REVISIONS', No. Oesmgion IMRECDR6 No Oesmption RERMR WII220fl STET CSNIENiS PLUMBING FLOOR PLANS �pP00 LZ s: x; 9 fsONAL'LNG\�� 08.12.21 DATE: 07Al DRAWING NO.: Pi t W heat o XQ; U Lo Q c 4gdtn9 p`Ny. POWER DEVICES q) SINGLE RECEPTACLE �I DUPLEX RECEPTACLE ® FOURPLEX RECEPTACLE TRT QA SPECIAL RECEPTACLES(LETTER NEXT TO DEVICE IS G A RECEPTACLE MODIFIER( A) DUPLEX RECEPTACLE ON STAND-BY POWER CIRCUIT Z FLOOR MOUNTED DUPLEX RECEPTACLE > FLOOR MOUNTED FOURPLE%RECEPTACLE CEILING MOUNTED DUPLEX OUTLET Q JUNCTION BOX f� SURFACE RACEWAY ET DIMMER xxxx ELECTRICAL PANEL SINGLE POLE TOGGLE SWITCH III SINGLE MILE KEYED TOGGLE SWITCH fl�3 THREE WAY TOGGLE SWITCH (LOWER CASE LETTERS DENWES SWITCHING( 3#K THREE WAY KEYED TOGGLE SWITCH 4 GANG LIGHT SWITCH �TO SINGLE POLE THERMAL OVERLOAD SWITCH (P DENOTES PILOT LIGHT) ® MOTION SENSOR SWITCH EQUIPMENT QI DISCONNECTSWRCH �I FUSED DISCONNECT SWITCH ® COMBINATION MOTOR STARTER ry� N MOTOR G ELECTRICAL PANEL ------. METER Z GROUND ��- FUSE IF SOMME! CIRCUIT BREAKER C' GROUND FAULT INTERUPTER BREAKER eMECHANICAL EQUIPMENT IDENTIFICATION TAG ET TRANSFORMER xxxx ELECTRICAL PANEL LIGHTING 4`0BRANCH 2'x 6' FLUORESCENT FIXTURE ® RECESSED DOWNLIGHT ® RECESSED WALL WASHER ® 1 x 4' FLUORESCENT FIXTURE Q SURFACE MOUNTED DOWNLIGHT OR GROUND ------. MOUNTED LANDSCAPE LIGHT Heti STRIP LIGHT WITH JUNCTION BOX 4 4 WALL MOUNTED FIXTURE PENDANT hn TRACK LIGHT WITH HEADS (—(j1 WALL MOUNTED FIXTURE SURFACE OR PENDANT MOUNTED LINEAR FIXTURE ® EXIT LIGHT EMERGENCY BATTERY -PACK LA FIXTURES SHADED OR MAKES 1EM" ARE EMERGENCY FIXTURES. RACEWAY LEGEND 4`0BRANCH CIRCUIT HOMERUN TO PANELWARD, NUMBER - OF ARROWS INDICATES NUMBER OF CIRCUITS, NUMERAL A_1 4 INDICATES CIRCUIT NUMBER. ® CONSUL UP CONDUITDOWN ------. CONDUIT HUNS UNDERFLOOR OFAWN BY'. MW OR BELOW GRACE CONDUIT RUN CONCEALED IN WALLS OR CEILING, OR EXPOSED WHEN REASONS No. BE[AINIMIMA CEIUNGS ARE NOT PRESENT. /�� - \ LM MOTORCONNECTION OMMMMMMMMI COMMUNICATIONS V DATA OU I LL - TELEPHONE OUTLET V COMBINATION TELE i DATA OUTLET ® TELEPHONE BACKBOARD BUILDING OUTLINE SPECIFICATION INSTALL GENERAL 1. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR VERIFICATION OF EXISTING JOB CONDITIONS PRIOR TO BID. NO ADDITIONAL COSTS SHALL BE AWARDED TO THE SUCCESSFUL CONTRACTOR OR HIS SUBCONTRACTORS, AFTER BIDS HAVE BEEN SUBMITTED AND CONTRACTS AWARDED, FOR FAILURE TO VERIFY EXISTING BOB CONDITIONS. ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR ALTERNATIVE METHODS OF INSTALLATION (3) DAYS MINIMUM PRIOR TO BIDDING OF JOB, TO ALLOW FOR ISSUANCE OF CLARIFICATIONS. 2. ALL WORK SHALL BE DONE IN COMPLIANCE WITH ALL NATIONAL CODES, INCLUDING THE N.E.C., N. F.P. A. INC. LE.GG AND ALL APPLICABLE LOCAL CODES AND ORDINANCES. 3. SCOPE OF WORK: REFER TO ALL CONSTRUCTION DOCUMENTS FOR THIS PROJECT AND COORDINATE WITH OWNER FOR ALL ELECTRICAL EQUIPMENT BEING INSTALLED. 4. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT DEVICES. CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS. AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS On MANUFACTURER'S SHOP DRAWINGS. VERIFY IN FIELD AND ENSURE ALL ELECTRICAL CLEARANCES FOR ELECTRICAL EQUIPMENT ARE MAINTAINED PER N.E.C. OR APPLICABLE CODES REQUIREMENTS. COORDINATE WITH OTHER TRADES FOR SPACE CONFLICTS PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT W NOT SCALE OFF OF ELECTRICAL PLANS. 5. WHEN DIMENSIONS ARE SHOWN ON ELECTRICAL PLANS OR DETAILS, THESE DIMENSIONS ARE TO BE FIELD VERIFIED BY THE ELECTRICAL CONTRACTOR AGAINST EXISTING FIELD CONDITIONS, INSTALLATION REQUIREMENTS OF OTHER TRADES, AND THE MANUFACTURER'S SUBMITTALS FOR EQUIPMENT TO BE INSTALLED. SHOULD ANY CONFLICTS ARISE WHICH CANNOT BE EASILY RESOLVED IN THE FIELD WITHOUT CHANGING THE DESIGN INTENT, THE ELECTRICAL CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 6. ELECTRICAL CONTRACTOR SHALL COORDINATE IN THE FIELD WITH ALL OTHER TRADES TO AVOID CONFLICTS OF ELECTRICAL EQUIPMENT INSTALLATION AND PROVIDE ELECTRICAL WORK THAT IS REWIRED BY OTHER TRADES. FOR SITE WORK, CONTRACTOR SHALL BE HELD RESPONSIBLE FOR LOCATING, VERIFYING, AND AVOIDING ANY EXISTING UNDER GROUND SERVICES, OR UTILITIES AND NEW SERVICES OR UTILITIES BEING INSTALLED. 7. THE ELECTRICAL CONTRACTOR OR COMPANIES SUBCONTRACTED UNDER HIS SCOPE OF WORK SHALL ARRANGE FOR ALL INSPECTIONS WHEN THEY BECOME DUE. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL REMAIN EXPOSED TO VIEW UNTIL APPROVED BY THE INSPECTION AUTHORITY. 8. PROVIDE TYPEWRITTEN, UPDATED PANEL DOOR DIRECTORIES FOR ALL PANELS, REFLECTING ALL CIRCUITS WITH THEIR ACCURATE DESTINATIONS. 9. SPLICES IN WIRE SIZES N PWG AND SMALLER SHALL BE MADE WITH INSULATED SPRING TYPE WIRE CONNECTORS,-SSOTCHLOI SPLICES IN LARGER WIRE AND CABLES SHALL BE MADE WITH INDENT CONNECTORS APPROVED FOR THE PURPOSE. 10. UNLESS OTHERWISE INDICATED, ALL WIRING FOR BRANCH CIRCUITS SHALL BE NO. 14 AND12 AWG WHEN PROTECTED BY A 150820 AMP CIRCUR BREAKER. IF DISTANCE FROM PANEL TO FIRST ELECTRICAL DEVICE IS 75 FEET OR GREATER FOR 120 VOLT CIRCUITS NO IO WIRING SHALL BE INSTALLED. 11. NEW POWER, DATA AND COMMUNICATIONS DEVICES, FLUSH OR SURFACE MOUNTED ON WALLS, SHALL BE MOUNTED 12' A.F.F. (FROM FLOOR TO CENTERLINE OF THE BOX), AND ALL LIGHT SWITCHES SHALL BE MOUNTED 43' A F.F., UNLESS OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS PRIOR TO ROUGH IN. 12. WIRING INSIDE THE BUILDING AND ABOVE GROUND SHALL BE COPPER, TYPE NM AMD BE WI RE. UNDERGROUND OR IN DAMP LOCATIONS SHALL BE COPPER, TYPE TH WN. THE MINIMUM SIZE CONDUCTOR SHALL BE N0. 14 GAUGE SOLID', NO. 6 GAUGE AND LARGER CONDUCTORS SHALL BE STRANDED. 13. IF APPLICABLE, REFER TO AN DRAWINGS AND COORDINATE WITH AN CONTRACTOR WR EXACT LOCATION, REQUIREMENTS, SPECIFICATION AND ROUTING PF ALL CONDUITS RACEWAYS, JUNCTION BOXES AND FLOOR PENETRATIONS PRIOR TO ROUGH IN. 14. FOR CIRCUIT FEEDS THAT ARE SHARING A COMMON NEUTRAL SHALL BE SIMULTANEOUSLY DISCONNECTED AT THE ELECTRICAL PANELBOARD PER N.E.C. 200, ARTICLE 605 REQUIREMENTS. THE CIRCUITS SHALL BE DISCONNECT BYA SINGLE HANDLE BREAKER OR BY BREAKER HANDLE TIES. POWER 15. ELECTRICAL CONTRACTOR SHALL COORDINATE LOCATION OF ALL MECHANICAL EQUIPMENT REQUIRING ELECTRICAL CONNECTION WITH MECHANICAUPLUMBING CONTRACTOR. ALSO, ELECTRICAL CONTRACTOR SHALL OBTAIN MECHANICAL SUBMITTALS TO COORDINATE DISCONNECT MEANS, SPECIFICATIONS, AND VOLTAGE REQUIREMENTS PRIOR TO HOUGH IN, VERIFY UNIT WHEN DELIVERED TO SITE, IF DISCREPANCIES OCCUR. NOTIFY ELECTRICAL ENGINEER IMMEDIATELY. 16. BACK TO BACK OUTLETS IN THE SAME WALLAND THIRD WALL TYPE BOXES ARE NOT PERMITTED. PROVIDE NIPPLE (LENGTH AS REQUIRED) TO OFFSET FOR ALL OUTLETS SHOWN ON OPPOSITE SIDES OF A COMMON WALL TO MINIMIZE SOUND TRANSMISSION. 17. SAFETY DISCONNECT SWITCHES HEAVY DUWWPE, RATED FOR MOTORSOR HEATINGAS INDICATED ON PLANS; STANDARD ENCLOSURE INDOORS AND WEATHER -TIGHT NEMI ENCLOSURE OUTDOORS, FUSED OR NON FUSED AS REWIRED. FUSE SIZES TO BE AS RECOMMENDED BY EQUIPMENT MANUFACTURER. ELECTRICAL CONTRACTOR SHALL PROVIDE SAFETY DISCONNECT SWITCHES FOR ALL MECHANICAL EQUIPMENT, EXCEPT WHERE OTHERWISE SPECIFICALLY INDICATED ON MECHANICAL PLANS. (REFER TO MECHANICAL PLANS AND EQUIPMENT SCHEDULES FOR OTHER REQUIREMENTS.) WHERE FUSED DISCONNECTS ARE UTILIZED, FUSE SIZE SHALL BE VERIFIED WITH MANUFACTURERS CUT SHEETS AND UNIT NAMEPLATE DATA WHEN UNIT ARRIVES ON SITE OR AS REWIRED BY LOCAL CODE AND ORDINANCES. SHOULD FUSE REQUIREMENTS BE OTHER THAN SHOWN, NOTIFY ENGINEER IMMEDIATELY. 18. ELECTRICAL PANELS -DOOR -IN -DOOR TYPE WITH QUICKJdAKE QUICK BREAK CIRCUIT BREAKERS AND PROVIDED WITH FULL SIZE GROUND BUS AND NEUTRAL BUS. REFER TO ELECTRICAL ONE LINE DIAGRAM FOR ADDITIONAL INFORMATION. 19. CIRCUIT BREAKERS- MOLDED CASE TYPE WITH THERMAL MAGNETIC TRIPS. FRAME SIZE, NUMBER OF POLES, AND TRIP SETTING AS SHOWN ON PLANS OR SCHEDULES. 20. ALL 125V, SINGLE PHASE, 15 AND 20 AMPERE RECEPTACLES INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, VENDING MACHINES, EXTERIOR GERMS BUILDING OR WITHIN 6' OF OF SINK SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. REQUIREMENTS. APPLY TO THIS All electrical shall comply with 2018 IRC and 2020 NEC Solar- Ready Provisions Per T103.9, T103.9 (RA103.7) Electrical service space. The main electrical panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric". The reserved space shall be positioned at the opposite (load) end from the input feeder location or the main breaker. Digitally signed by Leif Rosenvold DIN: 0=1-5, Leif Rosenvold E=Leff@klokgmup win O=KIok Group, CN=LeH Rosenvold Date: 2021.08.12 14:38:22 WOOD THE DESIGN AND INSTALLATION OF THIS REQUEST SCOPE SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF NEC 2020. KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720-399-2410 KG@KLOKGROUP.COM ^l W U U) W' Lc> N Q Cb Lu O V J LLT J � N M W OFAWN BY'. MW CHECY,EOBY LR REASONS No. BE[AINIMIMA IsslEluwNo No. oesanOlm oEPMrt n SHEET CONTENTS'. ELECTRICAL LEGEND & ABBREVIATIONS OU i��!gFosE%✓��K�Q J 422 NAIL 08/12/2021 08/12/2021 RATE 07•01 BTe1 DRAWINGID E0.0 t NNheat 0 TQ; U m I O c ofng VOLTAGE 120/240V (1) GENERAL LIGHTING AND RECEPTACLES(3VA/SF) 3609 X 3VA/SF (2) LAUNDRY AND APPLIANCE CIRCUIT 1 LAUNDRY CIRCUIT It50OVA) 2 APPLIANCE CIRCUITS (1 500VA/C I RC U IT) (3) APPLIANCE LOAD - DWELLING UNIT: 1 ELECTRIC OVEN 1 GAS RANGE 1 MICROWAVE 1 ELECTRIC DRYER 1 DISHWASHER 1 REFRIGERATOR 1FREEZER 1 DISPOSER 1 SEWAGE EJECTOR 1 GAS WATER HEATER 1 STEAM SHOWER 4) MOTORS AND LOW POWER FACTOR LOADS 5 BATHROOM EXHAUST FAN(S) 1 RADON SYSTEM 1 KITCHEN EXHAUST FAN/HOOD TOTAL: APPLICATION OF DEMAND LOAD FACTOR 100% OF THE FIRST I0,000VA 40%, OF THE REMAINDER SUB -TOTAL: (1) HEATING- AIR CONDITIONING LOAD 1 GAS FURNACE 1 AC UNITS CONTINUOUS LOADS @ 125% 1 EV CHARGER PRE -WIRE TOTAL: CALCULATED UNIT LOAD TOTAL (VA): CALCULATED UNIT LOAD TOTAL (AMPS) 10,827 VA 1500 VA 3000 VA 12000 VA 300 VA 1200 VA 5760 VA 1000 VA 800 VA 1500 VA 1500 VA 1200 VA 500 VA 12582 VA 500 VA 800 VA 1000 VA 55,969 VA 10000 VA 18388 VA 28388 VA 2000 VA 7680 VA 6656 VA 16,336 VA 44724 VA 186 AMPS SHORT CIRCUIT CALCULATION CONDUCTORS Fault"X" Isc Available Feeder Wire Size Conduit Wire PANEL HP Numberof Sets I Length Volts •f' Factor I •M" multiplier I Iscat Faul[ UTILITY Mountlno Method FLUSH Ponel SUI NEW and From Pawl Dntlem 1 PVC Vok: PMae: Wln: 24W120 1 3 Panel lorormaion Bus Fill Main Beaker: AIC 1111 2CCAM 2COAMP 25.0[0 Dk1 MMe Y Code Description Laae VA B[r P Ph Ph Pn P A B C Bar Le•e VA Description Coee MI Oki # 1 A 2 AL 1 12122 20 1• 1 20 0.9439 GARAGE On RKY! 2 A 2 3 A 2 BASDMOiT UGHBNG' RFSH15 20 1 1 20 GARAGE On M= 2 A A s A 2 BASEM3JF F3 -EFTS 28 1 • 1 20 CJ.PAC£OF RECE 2 A 8 7 6 GWH 20 1 . 1 20 GARAGE CC [RHS 2 A 8 9 6 GAS FLFNkf 20 1 1 20 ISSLERROM UGHIINGR[=AC M 2 A 19 11 A 5 DISPOSAL 20 1 1 20 UGHIINOIRD=A0.6 2 A -f2- 13 A 5 DSMNASHER 20 1 . 1 20 LGHRN'GIRECEPFA0.ES 2 A 14 15 A 5 OVEN 50 2 1 20 )AT 07411 2 A 18 17 2 I 1 20 HOHRNOR�AG ES 2 A 18 18 A 5 S E 20 1• 1 20 tX31111 R[=A0.6 2 A 30 N A 5 FOOD 20 1 1 20 WW LARiANCE 2 A 22 2.1 A 5 20 1 1 20 SIINLAR-AWE 2 A 24 N A 5 EV CHA ER 40 2 • 1 20 GAS RR� 6 25 Z7 A 5- I Jill 1 20 AG OR FESFPDIrLES 2 A 28 B A 3 011 40 1 21 • m wnsNNG IUACA E 2 A 33 31 3 I 2 20 DRYER 3 A 32 33 A 2 20 1 / 3 38 35 A 2 20 1 • 1 20 pIICYCRGR RFCFNS 2 A 35 37 A 2 LGHBNGTdECEPrACLES 20 1• 1 20 CNS R.RNACE 6 A A N A 2 LGITNG'Fd3>3'IACLBi 20 1 SMCEFCR FLrIIRE£GAR B.EC B 40 41 A 2 20 1 SMCE FCR RINFd SAAR B.EC B Oz 43 A 4 STFAM$HOWER 80 2 • M Y I 48 47 N 49 5p 51 sz as a 39 a9 57 68 59 BO Coee 1 3 3 4 5 9 7 Description LgINry Rec,p to 10 W3 Roc over 10" IAIW Lageat Ni Hnat,Y 10a n Cdar S,O Pmwl Lead VA Dem 125% 100% 50% 100% 125% 100% 100% 100% 100% Por Rwse PhA Ph B r1,C Ccnnemed Catle O m m G,Je Denew Land SuI VA VA VA VA VA Anps NOI A B C D R3W f£AFCVGi�SrffA KF7B A3 RELlAIED BY NC INCUIRNM_E VvlIH 2O131RC T1 RM1.8(RA1N.71 FRO✓ICE LFR'AT®SPACE PJR2PO�.3T BiffAKER VOLTAGE 120/240V (1) GENERAL LIGHTING AND RECEPTACLES(3VA/SF) 3609 X 3VA/SF (2) LAUNDRY AND APPLIANCE CIRCUIT 1 LAUNDRY CIRCUIT It50OVA) 2 APPLIANCE CIRCUITS (1 500VA/C I RC U IT) (3) APPLIANCE LOAD - DWELLING UNIT: 1 ELECTRIC OVEN 1 GAS RANGE 1 MICROWAVE 1 ELECTRIC DRYER 1 DISHWASHER 1 REFRIGERATOR 1FREEZER 1 DISPOSER 1 SEWAGE EJECTOR 1 GAS WATER HEATER 1 STEAM SHOWER 4) MOTORS AND LOW POWER FACTOR LOADS 5 BATHROOM EXHAUST FAN(S) 1 RADON SYSTEM 1 KITCHEN EXHAUST FAN/HOOD TOTAL: APPLICATION OF DEMAND LOAD FACTOR 100% OF THE FIRST I0,000VA 40%, OF THE REMAINDER SUB -TOTAL: (1) HEATING- AIR CONDITIONING LOAD 1 GAS FURNACE 1 AC UNITS CONTINUOUS LOADS @ 125% 1 EV CHARGER PRE -WIRE TOTAL: CALCULATED UNIT LOAD TOTAL (VA): CALCULATED UNIT LOAD TOTAL (AMPS) 10,827 VA 1500 VA 3000 VA 12000 VA 300 VA 1200 VA 5760 VA 1000 VA 800 VA 1500 VA 1500 VA 1200 VA 500 VA 12582 VA 500 VA 800 VA 1000 VA 55,969 VA 10000 VA 18388 VA 28388 VA 2000 VA 7680 VA 6656 VA 16,336 VA 44724 VA 186 AMPS SHORT CIRCUIT CALCULATION CONDUCTORS Fault"X" Isc Available Feeder Wire Size Conduit Wire I iConstant"C" Numberof Sets I Length Volts •f' Factor I •M" multiplier I Iscat Faul[ UTILITY 29,600 Steel 1 PVC METER DISCONNECT 29,600 250 X AL 1Z/96 1 50 V 240 0.4819 0.6748 19,974 HOUSE PANEL 19,974 250 X MGB AL 1 12122 1 1 1 5 1 240 10.05951 0.9439 1 18,853 NOT E: SEE LET THROUGH CURRENT FOR CLASS J FUSES. ME[ ER SOCKET IS LESS THAN 10,000A I C. Low -Peak Class J, Dual -Element Time -Delay Fuses LPJ_SP 101 501 2N M PROSPECTIVE SHOW -CIRCUIT CURRENT -SYMMETRICAL RMS AMPERES (EXISTING) XCEL ENERGY. POLE MOUNTED XFM R. 240/120 V.1 PH. 3W (ASSUMED) 100KVA (BY UTILITY) 1u=29,600A ❑1 OUTILITY METER 8 200A2P, 200A FUSE DISCONNECT SERVICEMAST NKLOK ( 2 C GROUP (WET) BOX 914 (3#250AL) Y'C GOLDEN,CO. 80402 0 Phone: 720-399-2410 7 HOUSE J U � PANEL Tn LrJ J C� J � 2NA (j) MGB W N M W #4 CU 44 AL 42AL OFFER GAS COLD WATT NEC NEC NEC 250.66(8) 250.122 250.102(CR 0 KEY NOTES: 1. VERIFY EXISTING TRANSFORMER SIZE AND LOCATION. NOTIFY ENGINEER IF LOCATION AND/OR SIZE DIFFER FROM ASSUMED TO VERIFY SHORT ORT 2. CONTRACTOR TO PROVIDE NEW 2401120V. 1 PK 200A SERVICE RATED METERIDISCONNECT IN A NEW 3R ENCLOSURE. METER AND SERVICE/EMERGENCY DISCONNECT $HALL BE LABELED TO MEET THE REQUIREMENTS OF NEC 230.85. DISCONNECT SHALL BE A 200A, 24OV, 2 -POLE WITH 2OMA CLASS J FUSES. COORDINATE ALL REOUIREMEWS W@1 XCEL ENERGY PRIOR TO PURCHASE. 3. PROVIDE NEW 200A, 2A0I120V, 1 PH, 3W HOUSE PANEL. CONTRACTOR TO COORDINATE FINAL LOCATION IN FIELD. SEE PANEL SCHEDULE FOR ADDITIONAL INFORMATION. NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720-399-2410 KG@KLOKGROUP.COM U � LSD N W LLJ O p U Tn LrJ J C� J � (j) W N M W DMWNBY. MW CHECREORY LR I✓EVBDNS'. No. OE[AjUMFm I ISSLERROM No. ONraiglm PERMR MIILffiI SHEET CONTENTS'. ELECTRICAL ONE -LINE & SCHEDULES r��y FosEN �'°o 422 NAI 08/12/2021 08/12/2021 )AT 07411 IMAWIe6N0.: E0,1 v .. 0 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO STARTUP OFTHE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT,DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS AHE TO BE TAKEN OFF OF ARCHITECTURAL PIANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PUNS. 3. PROVIDE ARC FAULT BREAKERS AS REQUIRED BY NEC. 4. RECEPTACLE LAYOUT TO COMPLY WITH NEC REQUIREMENTS. 5. CONTRACTOR TO VERIFY ALL MECHANICAL EQUIPMENT CONNECTION REQUIREMENTS AND CONNECTION LOCATIONS WITH GENERAL CONTRACTOR BEFORE ROUGH IN. 6. CONTRACTOR TO VERIFY ALL PLUMBING EQUIPMENT CONNECTION REQUIREMENTS AND CONNECTION LOCATIONS WITH GENERAL CONTRACTOR BEFORE ROUGH IN, 7. PROVIDE OR PROTECTION PER NEC 21OS(A)-IFI IF APPLICABLE. PROVIDE GFI BREAKER IF DEVICE IS INACCESSIBLE. ❑x KEY NOTES: 1. PROVIDE RECEPTACLE WITH (2) USB PORTS AT THIS LOCATION. 2. PROVIDE DATA BACK BOX AND RECEPTACLE FOR TELEVISION CONNECTION. CONNECTIONS TO BE PROVIDED AT BO -AFF. PROVIDE WIRING AS REQUIRED. 3. ALL OVEN WIRING TO BE 3N,1"G- WVC PER NEC REQUIREMENTS. 4, FIELD VERIFY WITH ARCHITECT LOCATIONS OF HOUSE PANELS AND CATV SERVICE BOXES AND ROUGH -IN REQUIREMENTS. 5. CONTRACTOR TO PROVIDE SMOKE DETECTOR IN BEDROOMS AND COMBINATION SMOKE'CARBON MONOXIDE DETECTOR TO MEET FIRE CODE REQUIREMENTS. 6. PROVIDE JUNCTION BOX FOR CONNECTION TO CEILING FAN. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH ARCHITECT PRIOR TO ROUGH -IN. ARCHITECT TO SPECIFY FAN EQUIPMENT. ALL CEILING FANS ARE TO BE PRE -WIRE, EXCEPT IN THE MASTER BEDROOM. 7. RECEPTACLES AND DATA CONNECTION FOR TV TO BE LOCATED ABOVE MANTLE.VERIFY EXACT LOCATIONS WITH ARCHITECT PRIOR TO ROUGH -IN. 8. VERIFY FINAL ELECTRIC METER LOCATION WITH UTILITY. COORDINATE PANEL LOCATION ACCORDINGLY. 8. PROVIDE WP,GFCI SERVICE RECEPTACLE WITHIN 25FEET OF AC UNITS. COORDINATE FINAL CONDENSING UNIT LOCATION WITH ARCHITECT AND MECHANICAL CONTRACTOR. 10, PROVIDE CONDUIT AND JUNCTION BOX FOR FUTURE SOLAR ON ROOF OF HOUSE AND GARAGE TO PANEL HP. 11. PROVIDE CONNECTION TO STEAM SHOWER VERIFY CONNECTION LOCATION AND TYPE. v NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720-399-2410 KG@KLOKGROUP.COM W U � 0 U) W LA Q Co Lu O p U Cn W J J p _ N ~ N M W DRMBY. MW CHEO(EDIV: LR REVISIONS', No. Oesmgion IMRECORC No Oesmption RERMR WII220fl UCUlIBVTS ELECTRICAL FLOOR PLANS OU r��y FosENt�'°o 422 s8%ONAL��'\ 08/12/2021 DATE. 07A( DRAWING NO.: Ell INTERIOR LUMINAIRE SCHEDULE TYPE LAMPS/KELVIN DESCRIPTION LOAD VA VOLTS MANUFACTUREWCAT. NO. NOTES V LED, 65OLUMENS, 30DOK, 9OCRL DRAWNBY. MW PHILIPS SUMSURFACE S5R3JOK-W-Z10U FI LED30DDK 10 120 1,3 WET LOCATION RATED MT OR EQUAL BATHROOM VANITY WALL SCONCE, WAC LIGHTING ESPRIT SCONCE WS49815- F2 LED -3000K 11 120 I 3000K BN OR EQUAL DECORATIVE PRENM NT IN DINING F3 LED3500K 50 120 TO BE SELECTED BY ARCHITECT 1,3 RERMR W11210fl F4 LEDJODOK KITCHEN ISLAND PENDANT 50 120 TO BE SELECTED BY ARCHITECT 1, 2,3 F5 LED3IYYW PARLOR DECORATIVE PENDANT 50 120 TO RE SELECTED BY ARCHITECT 1, 2,3 FB LED30DOK CEIUNG FAN 100 120 TO BE SELECTED BY ARCHITECT 1 DECORATIVE PENDANT IN MASTER F7 LEDJODDK 25 120 TO BE SELECTED BY ARCHITECT 1, 2,3 BATH F8 LED30DGK MASTER BEDROOM SCONCES 10 120 TO BE SELECTED BY ARCHITECT 1, 2,3 TO BE SELECTED BY ARCHITECT F9 LED -3000K SURFACE MOUNTED CLOSET LIGHT 20 120 1,2,3 MUST BE PERMITTED FOR USE IN CLOSET F10 LED 3000K 4' LED STRIP 30 120 TO BE SELECTED BY ARCHITECT 1,2,3 EXTERIOR LUMINAIRE SCHEDULE SI LED3000K EXTERIORSCONCE 1 18 1 120 1 KICHLER LANTERN OR EQUAL 1,3 1. VERIFY EXACT FIXTURE'S CATALOG NUMBER, FINISH, LAMPS), LENGTHS AND OPTIONS WITH TENANT/ARCHITECT PRIOR TO ORDERING. 2. CONTRACTOR TO VERIFY COMPATIBLE DIMMER TYPE AND MANUFACTURER FROM LUMINAIRE CUT SHEET 3. CONTRACTOR TO PROVIDE ALL PARTS AND ACESSORIES FOR A COMPLETE, AND FUNCTIONING SYSTEM. NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720-399-2410 KG@KLOKGROUP.COM U � 0 U) W L(J N W Lu O p U in LL J J p _ N ~ N M LLJ DRAWNBY. MW CH:CKEDBY: A MIS10% No. Oesmgion MT IMRECORO No OesmpNn RERMR W11210fl $N O CONTENTS LIGHTING FLOOR PLANS OU r��y FosENt�'°o 422 NAIL 08/12/2021 08/12/2021 DATE'. 9 142@1 DRAWING NO.: E2.1 roTAL 1DILowO �RERAOE. 265:.66 6E 26_`16a6F 110554 1116E-191 LEGEND e9ELOTNNE —I��s OFWAT[R v CK m%RLME w1 NEWATUCHEDGAIRAGE PEVACYOd covERecEA u ..Cw.-TRIGINALERMIE WATERLINE 1RGER- ZONE 1CFEAREA, 155VAISF G (5 SW 76 15,918 00 15, EDMQJ ME _ —s _ roTAL 1DILowO �RERAOE. 265:.66 6E 26_`16a6F 110554 1116E-191 1 SITE PLAN 11x9SGHLE:1' =20' ss#T SCALE I° -bY-O' 2,106 SCALE: L = S'-0' GENECkL NOTES. ]. SLOPE GRADE AT FOONDATION6 MIN. NO DRAINAGESHALLF10w ONTO I REFERENCE AP OVEO CML PLANS FOR GRADINGNIXLTO DRCHANO STORM SYSTEM. 1. un.m+. ,,.•'/S�,r '� ' ��/ /�/��,-�( 3 ww MEo.To Ed ddd Ed Sim 01 0 mnfonwnce will BAS N1'/� / / aPmreJ Vvrvrce / . ., / / I ; / / WA 21 OR &JLW /, /''� wow � ....... 32D ! ! / % ii :HILLSIDE DR..On/ r1 IAT6 * / W OF 1 8 W A 0 .. $ +, isR o 0 0 / J Q } .,m r O IF {� c m"MIR n Rd / i / ° ux.• ... F /. 3215 N 4m .'HILLSIDE DR. f LOT 4 A.4 LEGEND e9ELOTNNE —I��s OFWAT[R v CK m%RLME w1 PEVACYOd covERecEA u ..Cw.-TRIGINALERMIE WATERLINE G EDMQJ ME _ —s _ 1 SITE PLAN 11x9SGHLE:1' =20' ss#T SCALE I° -bY-O' 2,106 SCALE: L = S'-0' GENECkL NOTES. ]. SLOPE GRADE AT FOONDATION6 MIN. NO DRAINAGESHALLF10w ONTO I REFERENCE AP OVEO CML PLANS FOR GRADINGNIXLTO DRCHANO STORM SYSTEM. 1. un.m+. ,,.•'/S�,r '� ' ��/ /�/��,-�( 3 ww MEo.To Ed ddd Ed Sim 01 0 mnfonwnce will BAS N1'/� / / aPmreJ Vvrvrce / . ., / / I ; / / WA 21 OR &JLW /, /''� wow � ....... 32D ! ! / % ii :HILLSIDE DR..On/ r1 IAT6 * / W OF 1 8 W A 0 .. $ +, isR o 0 0 / J Q } .,m r O IF {� c m"MIR n Rd / i / ° ux.• ... F /. 3215 N 4m .'HILLSIDE DR. f LOT 4 A.4 therear As Al beenters, anars! 11 .1 APPROVED it ram. v mrr Winn.¢ dam.•m aboyeass, Say, On KL Its 10 ran I I I no.So I wrma aive.n 5... lb" mp arm romplelion a, gmming ofa Cenllkue of(axii ,an An shift S"'y mlPmv nml Smvey Pb ¢hall by "birmitme Ore Cry, fore Al 1% mrseal far Al ,San 1 SA and traystancLonmenel µenv .i....usessenmm w plannedenrctearmonma antersersomirrown Tho 01129 If Edwmy fir the exii Arse ofpersonal real as a ffaaen,vim...¢fere.wriera baa pave aimilmmw,ml C.nbcl Rpl.flublk Winks fm ROW Panel 303.215.1615. 0 Arlin planned wol l the fil merm per, fi" Percem(]Ml.lme harbor 1, Area am " An thany any, hol P.mere(I(a ,x from and call no amopand Sires plan and ebv d.mreviw.a in anNOment with Variance tate: WA -2 To orral IM reinted Imnl wri man 30 fu by 15 R. "YAII work shall comply with the 2018 IRC, 2020 NEC and City 'Approvetl construction plans, and Solar- Ready Provisions Per of Wheat Ridge Municipal Codes" ASS.a n« 1„ II Say .,.,_.ne f.: y 1 Tto3.9, IT 09(RA103.7) m0 !d 3227 HILLSIDE DR ONE -FAMILY DWELLING SAOawa... a. PERMIT SET — 2/9/22 %Vow vain electrical panel shall have s reserved space to allow n,,eeII stallation of a dual pole circuli �"V nreaker forWWre solar elecpic translation and shall be labeled ysea For Future Solar Electric". The o reserved space shall be xositionetl at me opposite (load O land tram Che input leader i ration or to main breaker. C $ Engineering Division 3 8 Ri2018 $ ROD Appendix F for Radon 0 2 MOds Dontrol McSo to Intel by an As all So nAW unmm p x a BY. REM, Development Review Engineer 3 ASIA J V a^`++`....Sal,al =Y" -mei AS frosion'sayessa Sol COMMENTS: AppaOeaa.uewnxmnaaa.w nnq.na. Poor a„IEOrfanwe David Seth Donnell Baa aaam. nmrmi,re,m wM on smm AA lrevlwn dined YP2e0Pe1 U111" Plan ater he NVMn b.mmnm.m.nlmm..aama�npthe am ysea N W O Reviewed bythe City of Wheat Ridge Air, i 0 �_ m O Engineering Division a"yedhe Dm APPROVED ? w to Intel by an As all So nAW unmm So in canninal AS* Steel x 0 BY. REM, Development Review Engineer 43 rA J V U1,WP n,m.nbyNIb.n,..d.npe DATE: 0211 COMMENTS: AppaOeaa.uewnxmnaaa.w nnq.na. Poor a„IEOrfanwe UF corel no PaNOanian Ylpa W lntl palann lavuaro M CO. nmrmi,re,m wM on smm AA lrevlwn dined YP2e0Pe1 U111" Plan ater he NVMn b.mmnm.m.nlmm..aama�npthe am on Caen a"yedhe Dm to Intel by an As all So nAW unmm So in canninal AS* Steel wrenpmxwnev e,ynwmdnpa rA ° roe U1,WP n,m.nbyNIb.n,..d.npe Poor a„IEOrfanwe DRAWING INDEX PROIECT DIRECTORY BUILDING CODE SUMMARY GENERAL CONDITIONS ARCCH op JURISDIC'T'ION: atotwrorle PROJECTAREA/ZONING LAND USE INFORMATION GROES EF CONSTRUCTION DOCUMENT APPROVAL ARG SIR OUEGCONERPWLIF ey'IFJFSON.4FP61mw APPLICABLE CODES: ASTROvu APPLIES TO ALL SREF'I'S LISTED IN ME N DDENRER.0080211 DPAwIxCwDEx 'V20VeeA2F0 018 lncemaUunel BuRtlup Code TOTAL NEW PRIMARY STRUCTURE 3.512.088P "qNo EMNCSEEND®WORRSNOP COLOMPLOCOM BU ERINGFORMONZONE ZONING LAND USE BD Blnttnularel EMpy Cuneerva LOT HABRABLE STORY D CONSTROCFIONR¢ONRE EE PWSCM6TIVE VA DEFORMS METHOD AS ZOMINGELIMATIONS PROVALBYOWNEP AS ZOMPRIFELICATIONS ENGIINEER'. .301RimemMA�mw1 FvANV COh�od WNG 1789.333E Y81O ROGMER® 018 nbT DALMA Coe nMTF�R: ONE FAMILY ONRL 1252.TJA Sueglvan 1PG.E. �LFILIN Sony approved to these construction .... .. . AS STR51]lXV�6NGWEEPS 20ONEC Contrantor shall be responaffile for confirming that the O,,*Y RWpetluul futleNneNmeme ARRRTFLLEM O DENVER CO W211 2VERICEPARYINGSP SF5.738F SEE Designer of ony requested rennowns, by the Overfer Phs, N LL responsible I,, any, Perk prolsombell cawn vothou>_Gte O ALS SECTIOGSAM 8ecumApppwabyyMese Pan6aeha h'm wtep.ey VN A Of SEC1lON5 OWNER veepwee N the I.rEb,.4M e,.w..eme MeeMe V wR AM WAIMSECTIONS NmbRat OIWvrt, aw Allbu,erel.. .try...L.L.ementsba S8 ALLS BOB VDNDOW6MATEPLLL G,,rAD ¢IMvwMssbe�n9neaavryty nehopmnove,urol =� DflFNLS apacseeo.11m�eb�Meleeq pme..t� IbtN IeMb NAT10NS6NISC BUU�INGDEEaSCRIPTION eneea DETAILS I A GROUP Is ALI ODOORSCHmV ONE OIBFRIC T Bust - TLV Dwewxc AMlesin;Uatom off�ebvt.,meh Avthonoyl by Ne b EAPROFILOEE AED pPOJECT$COPE'. i ixm ZONE IS O,Mr SIM Sign, ,meaty soon zvapp.wal 3 NUMBER OF STORIES 0 111,11 Ol Mees NEW DGAAEE:EA DWELLING ON s NEW NUMBER OF SFOR1ES ABOVE GROUND vITTED .busts, h,e,..M. by both the, (Region a�MACN REVIDENCETAL LOT WITH E HE 06 oss APPROVED ANm,nRee Signature, CODES wARL FEF GWNER 8(R DATE ABBREVIATIONS N >xuNazMIm MmIll OFF HOTWATERMATER AL NORTH ARROW ❑ RECESSED CAN ® s AMR 11 MMMM, By INTRIATURIALMILMOCAME., PH ADS m BARE WGHFr 0 AT LET DROMIL WTAUMBYwm R Ron POLIVILIMMILORME n vuuveue®NEW 4 X Q AMENIUM IM; T, MAH EST "Mmury w�ox GRIDLINE REFERENCE ® MUSHROOM LIGHT �so,I Ek,r MUMIF FOOD DONN ERFAID N EXTERIOR BUILDING ELEVATION © PENDANT LIGHT xN 7e umroe.nllvuruelurzn WE WRININn� W O REFERENCE RI. 0 a0 AM �TE ED EXIMMMUCT w a� REMMOCIED MR, wwm�mnmr © CHANDELIERRIGID O m® er M,TsFMLA H 11 'm, Rex INTERIOR BUILDING ELEVATION ® CEILING FAN ni AL RU .Ret RRm¢um ReVISLOSH Q Q REFERENCE © TELEVHOOKUP 1LOCATION WDM ABUILDING/WALL - T", m FORD H p SEC'[ION REFERENCE MR An ASTROGI ED WMA, ,M Roger V FART FAN FIRE e"MIn /\ BUD ixvrt ( J—{�^ { DETAILREFERENCE M, EXIMERED By REGIRSERIDE `" `l Mom, u ® EARTH R.o M,,S RORva.M,V mmOon WINDOW TYPE q CONCRETE DOW Nor BRINFE, ED FLMMHOJA IS, Mc mine NmAMLM BMT XX CEMWG HEIGHT REFERENCE ® CONCRETE MASONRYELIO _Mr, c^wvTn,cxwtaw.wuR'u mmL Sim UNIT® n NORM, A.L. VERTICAL ELEVATION ® FERROUS METAL DOOR }OF E R B REFERENCE .LRT eOmwnp yLLxuw my n I1..wuO 3 j PLYWOOD `d C k VERTICAL MECHANICAL ® INSULATION D C4 CHASE/DOUBLE HEIGHT SPACE rommHA1XT m „ g (LOOSE OR BATT( DOOR DESIGNATION E E Loa -A ®CLI INSULATION U g REFERENCE (RIGID) UN ua ANo s compli'mmmoulaut Off? MUM DOE ORMOULDOTO-NISLIDES IRS ROOMDESIGNATION ® BRICK On CHANDLEGRIDER.MONSOM ONE mTRnPRvnxunR p R R p oxan REFERENCE ,M CMI M, xmm O^ O otwu CM?SUM BOARD O U ® RECESSEDLIGHTW/ ADJUSTABLE GIMBALRING m W O CLASS SIM DERREE p1 DOW a. L WALLSCONCE TV MOORREE m Mr. PAP'll SIR TEMAL DO MR MMER D�° m N,, ro m m @ ,R,® A.1 �� WxW.,a. m� w � ,n, A AUyAVAIhIm :.m My do NM.'AE. IS . . .. ,,._ ...wm ww�a. m wm m. Ed .V. ME bMWWMdfMahOd� AV com , m,.e. 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ANN ANN mw.ow °TM mNbp•bw+rvmem.wi FAcm wiwme.ry..waµe 01 80 N B SING A.3 FNW LU I AHLAI WNINU LANIL O5E 1Nk VNMAFIUN: TMAL FORM ON ZONE OMONZONE DOT 3512.069E / O HABITABLE N ROAALEFI ZONINGL USE GROSS F1P$ELW MICLS R'. ONE iAMILTOWEWNC 1]91n9F `tea N1OFFTW ACXEOGAMGE �O enxxwC 9eorz 645M SF Do No[Uu-See / Revision 4, 02/22/2022 % F ZONING COWF=EINFOWMTION: BUUP LEGALDESCNPFIOH: / •/•/ / - p g� / ! • / 0 Fv 8 r ZOE-17AM1'RICT IX P1•EMIDPU la. AQ OFF SEMON� /'/ / /r r' t /� 8 ONE-FAMH.YDWEWNG vR.w[wvwm / .-- o ONEWTMFA 0S 7.39F SH�S90VTH *f wim/ �, � S G1LDincProTPEBm-z,au.633F / "amSoi. / / / -(_• Dq .1eFFEMON. F coLORnno 'FmueBNDwe COVEPAee.iesz.6a$ /3 / /+* lx '� ' p Z�64SF11554TvsF-.l-.lee ax / /' / pp E LEGEND •�y / /�� ZONELOTYNE DIRECTIONOFWATTR ZONELOTSEMCB3239 DPAINPCE y % / sw ITe 651�%ZO?eurr :. /HILLSIDE DR wvERLDAxeA D noTwcLwEDw m LOT 6 PRrvncrFLncE cDVEaecEA u ® // WATERLINE .. cW'_ 3POT1nnLGRnBE y E//. / t} ���� p w 0 6UNE G / NWERINM —ss- / I o / url JO rAw 1SITE PLAN N �+ / /m r /�j sa = S g� a 2 55 11x1]ScALEi• =211' ® / s.kmf rx , / ...o " ". °aV •f :� `G C g -------------- I y__e tl..: °rt,'.�' ... 'G qq F7F z NJ t� — I— rw- GW CW 33x17 scAL o' -o• . / .� .} :->- s ,� :,a i•-exm„ o o y o LWIMX36S -3'-0' SITEPOW R(MUMEAnON64AT �.// ,� 3215 AflON 6' MM NO ux�NA PROPI aoM oNro '/ j' / HILLSIDE DR. /� •j ACENTPROPERTIES , � LOT {•'L•`i LE M zox[wianucrt ...................... evtmuere /ars[vux[ ZONING WEST ELEVATION ry kd ------------------------------------------------------------- w w O m .. .I ..............._ ... .... ... ... ... .... ... ... ... .... ... ... ... ... .. .. .... ... ... .... .L.. a o x O .,,,,................................................................................................................................................................ 4/ rv3O M U ---------------------------------------------------------------------- Iyr# .......................................................................................................................................1 ... .. I a. M 13 a ' I I I I R x ,. ... .................. .... a a s •Y `.endp ... ... ... .... w ... .... 10 �Mh 4 3' ZONING WEST ELEVATION ry 1 n.7scuE: tns•= r -a' w w O m O C 0 x O .,,,,................................................................................................................................................................ rv3O M U ---------------------------------------------------------------------- Iyr# .......................................................................................................................................1 ... .. I I I I I R ,. ... .................. .... a a s u.:. ..................... ... ... ... ... ... ... ... ... ... .. E zu k g oftbamom g aap �1 ZONING EAST ELEVATION y L n.n sate: vts•= ra• _ c ZOvena 0kw.aa/ m ws A.5 LEGEND zox[wianucrt ...................... evtmuere /ars[vux[ mrnewmae— — — I T ZONING SOUTH ELEVATION I nxv state. vis•= 1'-0' 1L 1ZONING NORTH ELEVATION U HxP SC Nvis"= T-0' �Y 01 80 N EUMG VnONS A.6 LEGEND O eFOT¢EVPTION � • onwErs o eI wER • 0r`V Interior paNltions erected on co mels slab on grace must deal with reduction and slab mov eM Enclosed it aincerentle slawas underto shall comply wlth cmi sectionR302.7 Fire Blocking aM Draft Slopping shall be an miA11rFONFDAI�ON p V installed in ale spa per 8302118 R302.12 I N ( Tf O s$q FI fireReactioncfl shall ply with R302.13. z 7 R B tM1 lighting ventilation shall contrary virth R303.3. cow g2A Minimum Ceiling height shall be Tor accordance w8M1 section 8305.1 8 83051 1 Fixtures in a baMlwm shell 3 meet Me minimum space required per R30].t 8 P905.1. Smoke Pldrms most comply with R31C2.2. Carbon ONW Monoxide Alarms shall comply with 831522Emergency +waxewrww...�. ^ Escape small comply with R310 Backwater required mm �p where the flood level nms of plumgrg fixtures'below the elevalon of Me manhole cover of Me next upstream manhole in the public "war par P3003.1. "v+?6 >�- � •v"c III .cox - +1. -nn,. � N W O 131111 '1 rz.xll mx.orx.,.xl h D O I L3 a II wr .. n m i "" s m V IIII b n¢aumm� e, �. t - VIII x r "Mil m'I ILII�I uL.1v Ie1,L1,I . f 111111110 Sal Generation, muaran aas wa ®yk g 9� Am me 31 Ir gil- i aNJME E 3 E g aaaa x TBASEMENT PLAN ®z e p y nxn SiE: tre = ra BPSEe MMEENT kwhxa3�NERALNOTES: L id FOOVIDE BLOCKING R ALL BARN DOOR TRACKS, 2X8 BLOCKS ABOVE RO. Oa, g�PROVIDE 2x6 BLOCKING FOR ALL RULINGS 30--36'AFT //� Y "PROVIDE 2X68LOCKING FOR VANITIES 26'-324AFFINBA'I'XROOM3 A.7 SBD ,Bh GENS If SFOT¢EVPTION O • oNCREE o • eI wILMOR R Tht 1\ Fee Ri�N "1 ;� a.reparstylm.t 1w�N� RHT v °°°.°U�y°A:atayholw.ta7BII.,,t amimpmievxmsl have appear navanwa.w wage w, wa Pa*•aBaaMmbliu WRmmreANuzdSrsw,PIKE a7. /A L i &I Nvma Spall mmply wlO PRln caanw uwpene mare¢ that mmpy.un Ball i °q YNNI rcnpy rmm we, Sawen BY I. I. nmarai Not mmpr i Bay wu a117to squaw¢ sall campy vnn can Calan NY z 1 am ma i / [ M�aroare �a�ww+mwanaawmpy Wunwm wroan -- aral Makeup IN resuW M 1 Cope 1 e.nwal rvmms amara a -- �p0@ or.nsyrk=1than 90 wy,. ren a^, rrkr Wopera e.rramnms.ur i \ /� - OE3 gwi release muay I WI I \ / — 80 noo paper Joel ants Kernel parl proth NaBlen all NN N2 1 Type I oppan breared pr I.— �. I ,w,- Gamma \ / \ / n• — __a f' arprKaIt ly � �'w`4 ON II No RK sle°:n;ianwmman \ Blwe,wMn,weethatwmpya„tRa�P. _ _ ,� *�� 21 $li aw T MMI F '�""""" N s�:m`'enw 3Look a u M a.n _pualm mK It It W (: 0 .e .e .e3 T A 13, u II, rill ILI .°u n i Lei ot .Nores op op .aw. aFeeg Apyluolp, III _ II II Rhy 1Na1 V v SII cape II II l Lee Le DMN LET .P g, . § av NY., JILa.nsc uwss.3 s t anzn memo na ` a wu urwru .. r ^,u,m Is Uld „-sTrIprearel T. meressr. IN Nery q aaD FIRST FLOOR PLAN ®i 11x17 SCPLE: 1/R” No IYWyaa�'NEALNOTES LUOVIDEBOCK: INGORANDOORCK,YB BOCKAOVRO. F1R5LOOR aLd OVIDxBLOCKING FOR ALLRu[mG3 APF /� PROVIDE 2X6 BLOCKING FOR VANITIES 26 32-AFFINOATXROOMS SBDt A.8 �1 ROOPLAN F®i awn..�q v� 01 t�lU J W � N 0 C rv3O (.1 U �1 ROOPLAN F®i awn..�q v� 01 t�lU Ikl•]!L^i A.9 J W � N 0 rv3O (.1 U Ikl•]!L^i A.9 ......................................................................................... IGS N WN 0 H Q W 0 3 0 0 v 0 D �1 BUILDING SECTION C I 11x11 SCALE: 1' =1d .............. .............. ............................ .............. ........................... .............. .............. ................... BUMP EM .U..QlM1+MI4- 01 8� N sErnOms A.13 i 0 D �1 BUILDING SECTION C I 11x11 SCALE: 1' =1d .............. .............. ............................ .............. ........................... .............. .............. ................... BUMP EM .U..QlM1+MI4- 01 8� N sErnOms A.13 «. .�am• a em �$o �w ..Nnem.p nNe ¢cow•m ... ..4 3 R m.® a •i..e,.aae.iw.•E•w,r ,,.a..c..oDER .e NUWa.�,. mmuemoc �aw.w mmrvowmmaNnmm .: a....o yl RUM I C � O C � r 3 p oaa,axa,ewP Tm V `w`°m' w.w,n' w.e.. �I� .,..,..,. �,. rmw.w•..rm..u,..m, �•r wNw a a e sae : a N yUj J N J N mo � y i n_ �WEaal� ' Q i Q i ECIION N 3z 3� N M A.14 01 8� N W� SECnONS A.15 WINDOW FLASHING DETAIL I NOTTO SCPLE MISSIMMMILMS ~ IV VVVMVVMOMV MILIMM, MV, SMISLUSIMMUSSIMMISMISSIMMUSS INSIMMIUMMMILLS SMS =MMMIMM.M. MOVISTMUS WINDOW FLASHING DETAIL I NOTTO SCPLE MISSIMMMILMS M VIM N OWNMISM MIMS IRV III 0 � A� 0 N, J M3v .3 LAUNDRY CHUTE DETAIL NOT TO SCALE project must comply with 2018 IRC Appendix F for Radon Control Methods .2 RADON DETAIL -BASEMENT NOT TO SCALE A.16 ~ IV VVVMVVMOMV MILIMM, MV, IV VVVMMVMMVMLV MUSS 1H. MM SO SMS =MMMIMM.M. M VIM N OWNMISM MIMS IRV III 0 � A� 0 N, J M3v .3 LAUNDRY CHUTE DETAIL NOT TO SCALE project must comply with 2018 IRC Appendix F for Radon Control Methods .2 RADON DETAIL -BASEMENT NOT TO SCALE A.16 WOODSNffi STGNEVENEERON A ST UCCOON MEFAL LATH WOODSIDVJG T ' MORTAR BED WEATXEROARRIEROVER WEpTXERBARRIEROVER : WEgTHERBMRIER OVER WEATHER BARRIER OVER SHEATHRIG SXEATXWC SHEATHING SHEATHING 61 ry ,Q�I "qa SELF ADHERING MEMBRANE SELF ADXRRWCNENBRANE SELF SELF ADHERINGMMBRAISE OVERNAILING FLLNGE OV£RNAILWGFLANGE OVER NAWNG FLANGE OFFER NAMINGFLANGE NAMEN BE OVERNANNGFLNNGE OPLTRIM. SEE DFSIGNE WEEPSCPEE On TRIM, BEE DESIGNSQ�i �O METALFIASWN METALiLPSHM METAL FLAMING m MEEALHASHIN JOMTSEALANT JOIHTSENANT JOIMSENANF JOIMSEAIAM WINDOW SYSTEM WINW W SYSTEM WINDOW SYSTEM WINDOW SYSTEM S.RXCE FlLL= g�g SXIMSPACEFlLLWITX SXMSPACEW WITH SXIMSPACEFILLWFFX S=R Q F8 E%PANDMGFOAMMSVL. EXPANDING FOAM INSUL E%PANDINGFOAMINSNL O EXPANDINGEOMENWL o$ DRWALL RETURN DRWN RETURN DRWALLR Z i DRWALLRETIRN DRWALLCOB pRWALLCORNER DRWALL CORNER m DRWALLCORNER BEADRAD BRAD8 BE D n BEAD M HEADER -LAP SIDING SCALE 1112'= 1'-MSCALE:112'= -STONE HEADER -STUCCO HEADER -WOOD SIDING ' ,LIHEADER 1'-0' SCALE:112'= 1'-0' SCALE 112'= 1'-G" g EZ�3 WOODLPPSIDIN STONMORTAR STUCCO ON METAL LPTH WOOD SIMN EO WEATHER 9ARRIEROVER WEATXERBARRIEROVER WEATHER BARRIER OVER WEATHER BARRIER OVER SXEATXING SHEATHING SHEATHING SAN TMNG WOOD TRW `I;tl� SELFADHERINGMEMBRANE SELFADHERINGMEMBRANE SELFADHERMGMEMBRPNE T�{4O OVLRNAILING FLLNGR OVER NAILING FLANGE - OVER NAMING iLNFGE SALE ADHERING MEMBRANE t\\\ OVER NAILING FLANGE xp� WOOD TNM I ' WEEP SCRE JOWTSEAIANT BACRERROD 6 SLllANT WINDOWSYSTEM Iii WINDOW SYSTEM METALFLASMN BACKER ROD65EA '- N JOINTSFAIAM WINDOW SYSTEM SHIMSPACEFlLLWITH $XNI SPACEF6L WITHAT75 WINDOW SYSTEM SXW SPACEFV.L WRN W 0 EXPANDING FOMfINSVL EXPANDING FOAM INSVL. EXPANDINGFOAMWSUL. Q EO SHIM SPACE FILL WITH Q DRWALLRETU DRWALLRETURN EXPANDING FOAM INSM, DRWALLREFURN O DRWALL CORNER DRWALL CORNER DRWALL RETURN DRWALLCORNER yL J BEAD BEAD DRWALL CORNER BEAD J Q Q BEAD 1 W O n i 3 WINDOW JAMB -STONE WINDOW JAMB STUCCO WINDOW JAMB WOOD SIDING M v WINDOW JAMB -LAP SIDING W/TRIM - R - ? 5 SCPLE: 112'= 1'-0' SCFLE:1112'= 1'-0' SLA E 11@'= 1'-0 v SCA E:1 1'-0" DRWALLCORNER DRWALLCORNM DRVFALLCORMR BEAD BRAD DRWALLCOMER BEAD DRWALLRETURN DRWALL RETURN BLAD ORVFALLRETURN SHIM SPACE FELL SXM SPACE FILL WITH DRWALL RETURN SXW SPACEFILL WRX EXPANDING FOAMINSO[. EXPANDING FOAM INSVL, SXMSPACE HLL WFI'X EXPANOWG FOAM INNL. WINDOW SYSTEM WINDOW SYSTEM EXPANDING NOMI MSUL WINDOW SYSTEM JOIMSEAWJ'F BACKER ROD 6 SEALANT WINDOW SYSTEM JOINT SEALANT X N G G METAL FLPSHIN JOIMSEAIANT WOOD TRUST k RERXGRIP-EDGEIB LPSTSTONA CAST D SELF ADHERING MEMBRANE ATERCOD SOFV2 W l METALFLASXIN G� SELFADNERING MEMBRAM _ RCRCR@$ OVERNAILINCFLANGE y ll OVER NAILING FLANGE SELFADIF NGMEMBRANE SELFADHERINGMEMBRANE Z a OVER NAIWN0 FLANGE OVER NAILING FLPNGE 1 E_ g WEATHERBARNEROVER HER BARRIER OVER WEATXERBARRIEROVER F D + U Nne SHEATHING aIM' sxuMNO WEATHER BARRIER OVER SXFATMNG g o 0 $a WMDIAPSISH SIDIN SXEATXWG WOOD SHIN MCCO ON METAL LATH WINDOWS $.Y 6 MDA ten,. 9 SILL AT LAP SIDING W/ TRIM �, SILL AT STONE SILL AT STUCCO .� SILL AT WOOD SIDING A.1/ SCALE: 1112'= 1'-0- 1 V SCTLE:112'= 1'-0" � 1 SCFLE:112'= 1'-0" SCPLE:112'= 1'-0" WWDSI)INGW/J-METAL BIOING CLOSUREFLASHMG BLACK WEATHERBARRIEROVER WOOD SIDING. a • e WOODBNINGW/J-METAL CLOSURE PUSHING, BLACK FINISH AN WRAP CORNER IN ,da "ll SUCCOSYSTEMONMETAL - _ _ — FINISH L1TX R WOODTRIMO'MIN WEATHER BARRIER OVER M � BRAKE METAL PANEL. EVER TO BLOCRING 0 INSIDE F JFL/SHING AT BLOOPER IIS JFIASHINGATBLOCKIN SHEATHING2LWERSAT 0 CORNER. PREFWISH TO MATCH MID'1'UNE PIGMENT OF �� WEATHERBARRIEROVER j� N ��NCGO ���%%% ADI. STONE PRODUCT ATTACH TO EXTERIOR SHEATHING 'I BRAE METAL PANEL AFFIX TO BLOCKING 0INSIDE FLgRH1NGAi EDGE SHEATHINGW/SCREWS STVCCOSYSTEMONMEIAL CORNER PREFNBSH TO MATCH MIDTONE PIGMENT OF STUCCO SYSTEM ON METAL FLEXIBLE MEMBRANE FLASHINGp INSIDE LATE �a� ADE BMW PRODUCT ATTACH TO EXTERIOR '1 LATH CORNER. EXTENDI2'INEACHDIRECTION 1 BACKER ROD b SEALANT SCREWS BNESLASHI G WFATHERRE LAPSOVER I INNELEMEMBRANEFIA$HING®INBIDE WINNER W F8 O FLEYIBLEMEMBRANEFIASHING MRAN BITMEMBRANE RRIERE PSOION WEgTHER RFSISTNEBABRAN LLASHIN S$ FLEXIBLE MEMBRANE FLASHING Z � �g11NSIDEC ORNER - WOOD/STONE INSIDE CORNER - WOOD/STUCCO ��11NSIDE CORNER - STONE/STUCCO EXTERIOR CORNER - STUCCO/WOOD °q SCALE:1 tn'= 1'-D" L SCALE:1,n'= 1'-0' J SCALE:I IIT= t'-0' 4 SCALE:1 ,n'= 1'-I" STUCCCOSRITEMONMETAL 1 01 _ _ _ _ 1 , / WEATHER BARRIER OVER EXTERIOR FINISH. REF RUSS. LAP SIDIN oE3 $ U SHEATXING.ZLAYERSATSNCCO LAPSIDIN WEpiHERPRWFMEMBRANE WCODTRWATCOBNER FLASHINOATEDGE n a TOOVENAP EPDM - CORMERIN EFDMMEMBMNEEXTEND B'MW VERTICALLY WOOD SIDIN 1 WOOD TRIM O"MIN S TAPERED RIGID INSULATION, SLOPE:.29/12- Y LV. SIDING �� J FLASHING AT BLOCK IN NAILS TO BE INST INSTALLED ALONG EGGS SNEERING WEATHERBARRIEROVER ;I / J NAIL SET LINE SHEATHING" t� BLACKANODIZED STUCCO SYSTEM ON METAL EZ 45 TRIM 155' LATH i WOODSIDING. BACKERROD 65EALANT Be N ,;� i IN O 0 0 5 EXTERIOR CORNER - STUCCO/WOOD EPDM UPTURN 6 % INSIDE CORNER - LAP/WOOD SIDING R INSIDE CORNER - LAP/STUCCO o SCALE:, ,,E'= ,'-0' SCALE 1n' = 1'-0' SCALE:, SCA E 11n'= 1'-tl' x o LOW SLOPEEPDM Bp OR R£ N BECTION$FORBNLD DEFAILS V PMP TC CONTINUOUBCLEATWYFH WEATHERPRWFMEMBILWE 8'b12'LPFASCIA BOAR GABID!FED SCREW 2XPT BIOCKIN EXTERIOR FlMSH. REF ELE V EXTERIOR SHGTHM EXTERIOR WEATk16RPROOFMEMBRAN6 EPDMROOFINGTO WRAP UP PARAPET WALLANDVNDER PARAPET CAP y 9 PARAPET DETAIL WOODSOFFIT WEATFRRBARPIER WRAPDOWN WAL 'i • 1 Ek E e 31 s C@ IN F a g SCALE: II4' _ ,'-0' BACKER ROD AND SEALANT O '.� HTEERIOR n.w.e S t VENEERSTONEONMORTABBE =M aWnea/9b T°ET""SN TTERW. SRMISC �EXTERIORSOFFIT/OVERHANG FIREPLACEDETAI A.18 nD scALe tn' = r-0' I V scALEa tn'= r-o" Ell ®� ®� 0�a Safe Glazing: glazing adjacent to doors per R308.4.2, glazing in nrz.wneuc.urz.wx M m Safety 9 9 9 1 P 9 9 p W F windows per R308.4.3, glazing at wet surfaces per R308.4.5 and ID a,,,„,,,, m w t9 glazing adjacent to the bottom of the stairs per R308.4.7. p J Q = W C � x 0 ry 3 0 (.1 U 8 aas MULLM 5 'a PI S a b € g s tv� q i; awn..,gs wlm w me A.19 Hi ni [I M 01 1 1 MMIANT Gln n In �`l Tl�lnil-fm dWn�y9 4 ROUGH OPENING RULES DDO WPE ROUGHOPEPINOIw1 ROUGHOPENHIGIHI VPMPe OOORXNEOULE 1 01 ROOM N ID QUANNT SONENAME WIDTH NEWNi OPERATION~UFA RER NORSIREMRRU OOORXNEOULE 1 01 ROOM N ID QUANNT SONENAME WIDTH NEWNi OPERATION~UFA RER NORSIREMRRU SPECIFIGTON 8 C N y`` W O 0 O J ~ Q ® = W C x � � wv uw N 3 O wv uw EL1 U . Baas g as . s om4m oyo DOOR„ A.20 ♦SII City Of �7�Iheatdge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500W.29th Ave. Wheat Ridge,CO 80033-8001 P: 303.235.2846 F: 303.235.2857 February 3, 2021 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: 10251 and 10317 West 32" Avenue 3200 3203 3215 3224 3227 3239 3248 3263 3272 3275 3287 and 3296 Hillside Drive CURRENT ADDRESS: Vacant Land • Tract/Key: 50, Section: 28, Parcel #: 39-281-00-022 • Tract/Key: 59, Section: 28, Parcel #: 39-281-00-026 • Tract/Key: 36, Section: 28, Parcel #: 39-281-00-027 NOTES: This is acourtesv notification. AUTHORIZED DISTRIBUTION: DA 1. Property Owner 2. Addressingpjeffco.us Jefferson County Assessor: Data Control, Lacey Baker, Jefferson County Elections: Holly Roth; Jeffco IT Services (Mapping): Steve Mitchel 3. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 4. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 5. Email to arlene.a.vickrev(a_�usps.eov; mariamr.szasz&usps.goy; carmen.e.euarezffuepe.gov; theresa.a.krafI&j sps.eov, Jennifer.m.sanchez&usps.eov 6. Xcel Energy, jacob.van.laere&xcelenergv.com 7. Century Link, Aaron.KellerpCenturvlink.COm 8. Comcast, scott moore&cable.comcmt.com 9. Consolidated Mutual Water Company: engineerinp&cmwc.net 10. Westridge Sanitation District kdahhiZdwestrideesan.comcmtbiz.net 11. Fire Dep[s: plameview&westmetrofire.org 12. Wheat Ridge Planning Division 13. Wheat Ridge Building Division 14. GIS Specialist 15. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: www.ci.wheatridge.co.us Vicinity Map Hill.Hill 263^s = / i /3248 `3M Hills de Dr may$ 3, 239 Hillside Or �3u A/l rflr Hillsd 4' g�Jy 32l -3215tijHeD �Jef ,$V, D� W. 32nd.Ave A